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HomeMy WebLinkAbout3873 Night Heron D (a)NO: DATE: DESCRIPTION: REVISED TCHE LAYOUT, ADD BA WINDO , ENLARGE COV. PATIO OPTIO�DD HALF BATH UNDER STAIRS RECONF. STAIRS & ENTRY TO ACCOMODATE HALF BATH. BY: 1 05/20/16 JML/JFT 2 05/23/16 REDUCE COV. PATIO OPTION & ADD EXTENDED COV. PATIO OPTION. JML/JFT 3 01/10/17 MISC. PLAN REVISIONS. JML/JFT 4 10/17/17 ADJUSTED FRONT ENTRY SIDE LITES TO 14" WIDE C.C. 5 10/18/17 APPLIED FRAME WALK REVISIONS FROM WYNDHAM PRESERVE C.C. 6 10/19/17 ADDED 1.75" HEEL TO SIDE & REAR ELEVATIONS C.C. 7 08/13/18 CHANGED MASTER SHWR. ENC. TO FULL GLS. & MADE SEAT OPT. C.C. 40'-0" 26'-0" 14'-0" i 1'4" 11'-0" 1'4' 1'-4" 1 9'-4" 18" 1 1'-4" 1 814" 18"11'4' Slab Plan "A,B,C" (Opt. Ext. Cov. Lanai) SCALE: 1/8" = T-0" (11x17) 1/4" = T-0" (2204) 16'-0" GENERAL NOTES KEY: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB SITE. 2. DO NOT SCALE PRINTS. CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION. 3. WATER HEATER T & P RELIEF VALVE SHALL BE FULL SIZE TO EXTERIOR WATER HEATED AT OR ABOVE FLOOR LEVEL SHALL BE IN A PAN WITH DRAIN TO EXTERIOR. WATER HEATER SHALL HAVE AN APPROVED THERMAL EXPANSION DEVICE. 4. PAVERS MAY BE USED ILO CONCRETE SLAB AT PATIO, PORCH, DRIVE AND WALKWAY. 5. IN LEIU OF TREATING THE SOIL AN ALTERNATIVE TO TERMITE TREATED SOIL CAN BE TERMICIDE. 6. BORA-CARE TO BE APPLIED ON INTERIOR WALLS IAW MANUFACTURERS INSTRUCTIONS AND SPECIFICATIONS. PURSUANT TO CH.482 OF THE FLORIDA BUILDING CODE. DOOR NOTE KEY: DOOR SIZE CALLOUT: 20 = 2'-0" 40 B.F. = 4'-0" BIFOLD 24 = 2'4" 50 B.F. = 5'-0" BIFOLD 26 = 2'-6" 60 B.F. = 6'-0" BIFOLD 28 = 2'-8" 30 = Y-0" ALL INT. DOORS TO BE 6'-8" TALL U.N.O.OR PER BUILDER/CLIENT Y Q) L iD N Cb Y � o D Z tJ O N ro L m Is\�����oAi11�1 i o aaz N �Q � w _ o. G i C O 4 2 �� Lu a pz /71111 ip��`�``�`" q v, rq 2'-8.. 6. 0.. 31.-4.. V H &D rl � M 1 ® V) w � Cn Z � v .p- C +4" uo i MC C ' L 41 \� co I 6'-0" S.G.D. I I I M 5- 0 I I T I I t H.B. I I I I I I I I I I � I I I I I I I I I I I I I I I I u� I � � I I N Z. Z. I I li I I I I N p O° O° zo N m DI > W¢ 1 N 00 L x _ I 4" PVC PIPE FOR N ELEC. CHASE e� I v 6.-0.. /y is 29'-4" 4.-0" i8.. I / / (OPT) L J W.C. —REF.— II 16'-6" 11'-6" + 12'-0" I _ I o c L.T. � HOWER ECESS \ \-,V Q iV _ LAV r v PED) af (- — 7Bo 31/2.. O L J11 - — — 1 r ;o o o LAV 4" PVC PIPE F_ORA/C LINE I N ---------_8 _____________________________+___ DR +4,. ` I I , � 2'-52' 4'-22' 2'-8" 18..8.1 I I I I I I m O °Q fV \� 30 DR. w (2)14 S.L. - ---�- _ (n w Z ao = J 3'•0" 6'-1" 2'-3"1 10'-0" oQ Y Ih O ? r 4 � 4 H.B. 1 8'-0" GAR. DR. \ 16'-0" GAR. DR. ` \ 1'-4" 1 9'-4" 18" 1 1'-4" 1 814" 18"11'4' Slab Plan "A,B,C" (Opt. Ext. Cov. Lanai) SCALE: 1/8" = T-0" (11x17) 1/4" = T-0" (2204) 16'-0" GENERAL NOTES KEY: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB SITE. 2. DO NOT SCALE PRINTS. CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION. 3. WATER HEATER T & P RELIEF VALVE SHALL BE FULL SIZE TO EXTERIOR WATER HEATED AT OR ABOVE FLOOR LEVEL SHALL BE IN A PAN WITH DRAIN TO EXTERIOR. WATER HEATER SHALL HAVE AN APPROVED THERMAL EXPANSION DEVICE. 4. PAVERS MAY BE USED ILO CONCRETE SLAB AT PATIO, PORCH, DRIVE AND WALKWAY. 5. IN LEIU OF TREATING THE SOIL AN ALTERNATIVE TO TERMITE TREATED SOIL CAN BE TERMICIDE. 6. BORA-CARE TO BE APPLIED ON INTERIOR WALLS IAW MANUFACTURERS INSTRUCTIONS AND SPECIFICATIONS. PURSUANT TO CH.482 OF THE FLORIDA BUILDING CODE. DOOR NOTE KEY: DOOR SIZE CALLOUT: 20 = 2'-0" 40 B.F. = 4'-0" BIFOLD 24 = 2'4" 50 B.F. = 5'-0" BIFOLD 26 = 2'-6" 60 B.F. = 6'-0" BIFOLD 28 = 2'-8" 30 = Y-0" ALL INT. DOORS TO BE 6'-8" TALL U.N.O.OR PER BUILDER/CLIENT 1 O 'q -CD ti E M O U N J ui LL c 'N CD CO Q 0-0) N O U) c\1 CDp O O C) O E d �- Lo COQ a- La C � �W z m z -0 5 C L E z 0 (n N W s V � V Hi N Q) L iD N Cb (15 •N � v c.l � o D Z tJ O N ro L m Is\�����oAi11�1 i o aaz N �Q � w _ o. G i C O '',�'✓'� 2 �� Efo /71111 ip��`�``�`" 1 O 'q -CD ti E M O U N J ui LL c 'N CD CO Q 0-0) N O U) c\1 CDp O O C) O E d �- Lo COQ a- La C � �W z m z -0 5 C L E z 0 (n N W s V � V Q) cc L O N i N i C] T� c: a C O � N 2 Efo r N rq r- V H rl � M 1 ® V) w � Cn Z � v .p- C w uo i MC C ' L 41 O ON co cn x C Lu un M 5- 0 T - c ISSUE DATE 10/09/2018 0 c REVISIONS 0 PROJECT: 18-0437 z SCALE: AS NOTED z DRAWN BY: JML & JFT SLAB PLAN 01.2 C7 O O N � N � } C] a 6 v7 O 0 V7 rq OD z a V H rl � M O ro C V) w M M n o O .p- C w i C ' L 41 O ON c: a = w Q C Lu un - O 5- - c ISSUE DATE 10/09/2018 0 c REVISIONS 0 PROJECT: 18-0437 z SCALE: AS NOTED z DRAWN BY: JML & JFT SLAB PLAN 01.2 40'-0" 26'.0" 14'•0" 1'4" ------------- Ext. - -------Ext. Cov. Lanai $" 8" 9'•4" CLG. F.F.F. a 0 4 `Q 2'-8" 6'-0" U z 5'-6" 1Y-8" 8'-6" 4._8,. - -� i 3050 S.H. 6'-0" x 8'-0" S.G.. 2 EGRESS DO 4050 S.H. _ I 3050 S.H. (EGRESS) r7r__ 75� T H. B. ; Nook Master 9'.4" CLG Gathering Room Suite 9'•4" CLC 9'-4" CLG. r M 11'-2" 3'-2" T-0" 13'-10" 2x6 FRAME KNEEWALL IT BELOW 36" o BA OP z m z 12" TOP2' 4" 7'-10" o U o_ EXT. �- 3J I I z a_ —� Io 0 R& S cr) o i 1�480 ItW.I.C. O * 0 o I 5 SHW.I.C. _ - «s 9'-4" CLG 9'•4" CLG �6e 05T C of 6" 6.. � � oam Kitche-2" '" '-2" '4" '-6",,5'-0" g -0 0 a 9'-4" CLG. W U IV - - - - Z 3 0 O O 0= � O U C7 iN snoweavuve� 42" KNEEWALL 3' I (TYP) 06 �$0 °' R & S J 136" AND IL(TYP�// ABB T ti oN d 1$R@731W.C. Fw -UP 17 T�@ 0' B.1 vi -- -- 9'-4" CLG. -N N - - - _�OPTL j REF. _ 42" KNEEWALL 3' I (TYP) 06 �$0 °' R & S J 136" AND IL(TYP�// ABB T ti oN d 1$R@731W.C. Fw -UP 17 T�@ 0' B.1 vi -- -- it N f�D d CN N r CO LJ co o ❑Z U C of C7 � � z 2 �d � O �z N w` 2. Q°w w ¢ O.Z= so d %26°og�z 'Q:�: ''777771 a °I I n Ry````a GENERAL NOTES KEY: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED REQUIREMENTS OF THE (2017) FLORIDA BUILDING CODE (6TH EDITION) ABBREVIATIONS: 2- # OF DOORS. • 2- # OF WINDOWS. • MT - METAL THRESHOLD • FR - FRENCH DOORS • SL - SIDELIGHT • FG - FIXED GLASS • TR -TRANSOM • GB - GLASS BLOCK • PKT - POCKET DOOR • OBS - OBSCURED GLASS • TEMP -TEMPERED GLASS • SH - SINGLE HUNG • DH - DOUBLE HUNG • HR - HORIZONTAL ROLLER • BP -BYPASS • BF - BIFOLD • TYP. - TYPICAL NOTE: SPECIALTY WINDOWS/DOORS, FIXED GLASS WINDOWS, AND TRANSOMS ARE NOTED ON PLANS. NOTES: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB SITE. 2. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION. 3. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY AND COUNTY CODES. 4. A/C CONDENSER UNIT TO BE ANCHORED TO SLAB PER CODE M307.2 & M1309.3. 5. PROVIDE RECESS H&C WATER w/ DRAIN @ WASHER SPACE. 6. VENT DRYER THRU EXTERIOR WALL U.N.O. 7. PROVIDE COLD WATER LINE FOR ICE MAKER LINE @ REF. SPACE. 8. SAG RESISTANT DRYWALL ON ALL CEILINGS. 9. PULL ALL DIMENSIONS FROM THE REAR OF PLAN. 10. REFER TO EXTERIOR ELEVATIONS & TYP. DETAIL SHEETS FOR EXTERIOR WALL FINISH SPECS. 11. REFER TO DETAIL SHEETS FOR FLASHING REQUIREMENTS AT ALL WOOD TO MASONRY INTERFACES. 12. ALL INTERIOR FRAME WALL DIMENSIONS TO BE 3 Z' 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 99=0" U.N.O. 15. C.M.U. & FRAME WALL SYSTEM SEGMENTS WHICH HAVE AN UNINTERRUPTED LENGTH OF 12'-0" OR MORE SHALL BE CONSIDERED SHEAR WALL SWS = SHEAR WALL SEGMENTS. 16. OPENING BETWEEN GARAGE AND RESIDENCE SHALL BE EQUIPPED w/ A 20 MIN. FIRE RATED SOLID WOOD OR HONEYCOMB CORE STEEL DOOR NOT LESS THAN 1 3/8" THICKNESS AS PER FBC-R302.5.1. 17. INSTALL 5/8" TYPE X DRYWALL ON GARAGE CEILING BENEATH HABITABLE ROOMS (TYP.) 18. GARAGE DOOR TO BE CERTIFIED BY MFR. FOR 140 M.P.H. 19. ALL TUB & SHOWER UNITS WILL HAVE ANTI -SCALDING DEVICES INSTALLED. 20. 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). 21. ALL INT. DOORS TO BE 6'-8" TALL U.N.O. OR PER BUILDER / CLIENT 22. 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE OF WALL TO UNDERSIDE OF DECKING DOOR NOTE KEY: DOOR SIZE CALLOUT: 20 = 2'-0" 40 B.F. = 4'-0" BIFOLD 24 = 2'-4" 50 B.F. = 5'-0" BIFOLD 26 = 2'-6" 60 B.F. = 6'-0" BIFOLD 28 = 2'-8" 30 = T-0" WINDOW NOTE KEY -- WINDOW SIZE CALLOUT: 2040 = 2'-0" x 4'-0" 2050 = 2'-0" X5-0 2060 = 2'-0" x 6'-0" • ALL WINDOW CALLOUTS ARE MEASURED IN FEET & INCHES AS PER THE EXAMPLE TABLE ABOVE. Area Tabulations Living: 1st floor: 1,588 sf 2nd Floor Elev. A&B: 822 sf Total Living: 2,410 sf entry: 83 sf patio: 182 sf garage: 578 sf Total Area: 3,253 sf O O � O U -�- 9'4" CLGLAUNDRY snoweavuve� p) o I W.G. Pwd r. SLOPED CLG I \ N O (D w O - F_: a 9'•4 CLG — ND — " SHOWEf (a N O DI ning LAV j R�CESS / SINK o 31/2" o LU Room Z 00 Q 0- L N 9'•4" CLG CIT = - - J N •� w NZ Z 2 8 0 E vi 1'-4" 8'•8" 3'•0" 1'•10" 5'-6" ti 5'•10') o 8" LAV 6'•10" 4'-4" �� M.T. N W V � '� T 4" 0 1/2" GYPSUM BOARD tied APPLIED TO THE TEMP.GLASS I W.H. A/C COMP. O Y 8"x8"- Foyer UNDER STAIR SURFACE AND ENCLOSURE (TYP.) O N ' COLUMN W/ 42" HIGH - SIDES co FULL HT. KNEEWALL 9'-4" CLG. ? Q WALL VV M o 4� 00 (n N ' <o 5/8" TYPE X DRYWALL ON CEILING (TYP) \ °° N O \\ M.T. /l ` 3 Car Garage O CD N 3080 DR.w/ (2)1480 S.L. 9'-4" CLG. F.F.F. 4 0 3'-0" 6'•1" 2'•3" 8" 9'-4" 8", N 15••0" 2'-4" 8" zo - � of E - a U O N Ln - O V) O a N E: n CD a o `n a. > ` a, o = C) 12 c:C 0 8„I z 11'-0” CLG F.F.F. rz II r 0? 0? --- r--------� ----- I ISSUE DATE 10/09/2018 REVISIONS g_ m � SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS U) U) q LU Z LU o H.B. I I 8'4" x T-0" GAR. DR. 16'-0" x 7'-0" AR. DR. 1'4" 9-4" 8.. 1.4„ 8.•0" 1'-4" 16'-0" 1.4. i 11'4" f i f 10'4" 18'4" 40'-0" -� First Floor Plan "A,B,C" (Opt. Ext. Cov. Lanai) SCALE: 1/8" = 1'-0" (11x17) 1/4" = 1'-0" (2204) it N f�D d CN N r CO LJ co o ❑Z U C of C7 � � z 2 �d � O �z N w` 2. Q°w w ¢ O.Z= so d %26°og�z 'Q:�: ''777771 a °I I n Ry````a GENERAL NOTES KEY: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED REQUIREMENTS OF THE (2017) FLORIDA BUILDING CODE (6TH EDITION) ABBREVIATIONS: 2- # OF DOORS. • 2- # OF WINDOWS. • MT - METAL THRESHOLD • FR - FRENCH DOORS • SL - SIDELIGHT • FG - FIXED GLASS • TR -TRANSOM • GB - GLASS BLOCK • PKT - POCKET DOOR • OBS - OBSCURED GLASS • TEMP -TEMPERED GLASS • SH - SINGLE HUNG • DH - DOUBLE HUNG • HR - HORIZONTAL ROLLER • BP -BYPASS • BF - BIFOLD • TYP. - TYPICAL NOTE: SPECIALTY WINDOWS/DOORS, FIXED GLASS WINDOWS, AND TRANSOMS ARE NOTED ON PLANS. NOTES: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB SITE. 2. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION. 3. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY AND COUNTY CODES. 4. A/C CONDENSER UNIT TO BE ANCHORED TO SLAB PER CODE M307.2 & M1309.3. 5. PROVIDE RECESS H&C WATER w/ DRAIN @ WASHER SPACE. 6. VENT DRYER THRU EXTERIOR WALL U.N.O. 7. PROVIDE COLD WATER LINE FOR ICE MAKER LINE @ REF. SPACE. 8. SAG RESISTANT DRYWALL ON ALL CEILINGS. 9. PULL ALL DIMENSIONS FROM THE REAR OF PLAN. 10. REFER TO EXTERIOR ELEVATIONS & TYP. DETAIL SHEETS FOR EXTERIOR WALL FINISH SPECS. 11. REFER TO DETAIL SHEETS FOR FLASHING REQUIREMENTS AT ALL WOOD TO MASONRY INTERFACES. 12. ALL INTERIOR FRAME WALL DIMENSIONS TO BE 3 Z' 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 99=0" U.N.O. 15. C.M.U. & FRAME WALL SYSTEM SEGMENTS WHICH HAVE AN UNINTERRUPTED LENGTH OF 12'-0" OR MORE SHALL BE CONSIDERED SHEAR WALL SWS = SHEAR WALL SEGMENTS. 16. OPENING BETWEEN GARAGE AND RESIDENCE SHALL BE EQUIPPED w/ A 20 MIN. FIRE RATED SOLID WOOD OR HONEYCOMB CORE STEEL DOOR NOT LESS THAN 1 3/8" THICKNESS AS PER FBC-R302.5.1. 17. INSTALL 5/8" TYPE X DRYWALL ON GARAGE CEILING BENEATH HABITABLE ROOMS (TYP.) 18. GARAGE DOOR TO BE CERTIFIED BY MFR. FOR 140 M.P.H. 19. ALL TUB & SHOWER UNITS WILL HAVE ANTI -SCALDING DEVICES INSTALLED. 20. 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). 21. ALL INT. DOORS TO BE 6'-8" TALL U.N.O. OR PER BUILDER / CLIENT 22. 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE OF WALL TO UNDERSIDE OF DECKING DOOR NOTE KEY: DOOR SIZE CALLOUT: 20 = 2'-0" 40 B.F. = 4'-0" BIFOLD 24 = 2'-4" 50 B.F. = 5'-0" BIFOLD 26 = 2'-6" 60 B.F. = 6'-0" BIFOLD 28 = 2'-8" 30 = T-0" WINDOW NOTE KEY -- WINDOW SIZE CALLOUT: 2040 = 2'-0" x 4'-0" 2050 = 2'-0" X5-0 2060 = 2'-0" x 6'-0" • ALL WINDOW CALLOUTS ARE MEASURED IN FEET & INCHES AS PER THE EXAMPLE TABLE ABOVE. Area Tabulations Living: 1st floor: 1,588 sf 2nd Floor Elev. A&B: 822 sf Total Living: 2,410 sf entry: 83 sf patio: 182 sf garage: 578 sf Total Area: 3,253 sf u O O � O U O J N p) (O r"U O (D w O Q Q N E (a N O O U O d O LD M 00 Q 0- L •� w NZ Z 2 Q) J a E s A E z N W V � a1 O v � � � d O N ' 2 J co -2 61 VV M C 4� 00 (n O O CD N Z)+ v- cn CD o CII 00 N a U O N Ln O V) O a N E: n CD o `n a. > ` a, o = C) 12 c:C 0 W cn O rz II ISSUE DATE 10/09/2018 REVISIONS PROJECT: 18-0437 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS FLOOR PLAN U —7777-1] u o r- d CD (D I-- E r M O 0 O J � U) N r ~ .N ~ N C9 Q Q O) N N m co O � L O O d� 0E 7 Lo m X co < LL. rqmww Iwo m z z -o g w a E o m S w W O O N W U O O S w Q O Y Q O O N N � O CD 00- V) O Ln ,-i M '- cl� 00 N d C N Ln v LL V. O •i 0 7n 0- > -0q) O O 0 D C ON M 0 Q w m O 0- c ISSUE DATE 10/09/2018 0 w c REVISIONS 0 c PROJECT: 18-0437 z SCALE: AS NOTED Z DRAWN BY: JML & JFT DESIGNED BY: MJS FLOOR PLAN 03.AB O N M r N 6 ® L W Z U- o V $k Io W Ln a--� O M J O O N N � O CD 00- V) O Ln ,-i M '- cl� 00 N d C N Ln v LL V. O •i 0 7n 0- > -0q) O O 0 D C ON M 0 Q w m O 0- c ISSUE DATE 10/09/2018 0 w c REVISIONS 0 c PROJECT: 18-0437 z SCALE: AS NOTED Z DRAWN BY: JML & JFT DESIGNED BY: MJS FLOOR PLAN 03.AB 9'-0" BRG. HT. @ SECOND FLOOR T-8" HDR. HT. @ SECOND FLOOR 11'-0" BRG. HT. , @ ENTRY 10'-8 314" FIN. FLR. HT. @ SECOND FLOOR 9'-4" BRG. HT. 8'-0" HDR. HT. 1x6 SMOOTH FINISH BAND (TYP.) 1/2" MIN. THICK PORTLAND CEMENT FINISH PER TABLE R702.1(1) OVER C.M.U. (TYP.) 0'-0" FIN. FLR. 'g" MIN. THICK PORTLAND CEMENT FINISH PER TABLE R702.1(1), WATER RESISTIVE BARRIER PER FBC R703.2 INSTALLED CONTINUOUS & INDEPENDENTLY OVER 7" O.S.B. SHEATHING ON METAL LATH SECURED PER R703.7.1 WITH WEEP SCREED PER R703.7.2.1 AND FLASHING PER R703.4 ALL COMPLIANT WITH ASTM C926, C1063, C920, AND C1281 _ 9'-0" BRG. HT. (TYP.) @ SECOND FLOOR _ T-8" HDR. HT. @ SECOND FLOOR d'-0 10'-8 3/4" FIN. FLR. HT. @ SECOND FLOOR 9'-4" BRG. HT. 12 61 FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. e" MIN. THICK PORTLAND CEMENT FINISH PER TABLE R702.1(1), WATER RESISTIVE BARRIER PER FBC R703.2 INSTALLED CONTINUOUS & INDEPENDENTLY OVER 16" O.S.B. SHEATHING ON METAL LATH SECURED PER R703.7.1 WITH WEEP SCREED PER R703.7.2.1 AND FLASHING PER R703.4 ALL COMPLIANT WITH ASTM C926, C1063, C920, AND C1281 (TYP.) �6 Front Elevation "A" (Opt. Ext. Cov. Lanai) SCALE: 1/8" = T-0" (11x17) 1/4" = T-0" (22x34) FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. 8'4" HDR. HT. 1/2" MIN. THICK PORTLAND CEMENT FINISH PER TABLE R702.1(1) OVER C.M.U. (TYP.) 0'-0" FIN. FLR. L Rear Elevation "A" (Opt. Ext. Cov. Lanai) SCALE: 1/8" = T-0" (11x17) 1/4" = T-0" (2204) 9'-0" BRG. HT. @ SECOND FLOOR T-8" HDR. HT. _ @ SECOND FLOOR 1x6 SMOOTH FINISH BAND (TYP.) 1x4 SMOOTH FINISH BAND (TYP.) Lu x El 17 Ell ©E1r:—:1 © m _ U zt z 7 o © © M El © El El El 5 m CONTROL JOINTS PER ASTM 1063 °A O 0 10'-8 3/4" FIN. FLR. HT. 0 @ SECOND FLOOR N 0 6.1 �1' � o 9'-4" BRG. HT. N u- o C V 00 to Front Elevation "A" (Opt. Ext. Cov. Lanai) SCALE: 1/8" = T-0" (11x17) 1/4" = T-0" (22x34) FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. 8'4" HDR. HT. 1/2" MIN. THICK PORTLAND CEMENT FINISH PER TABLE R702.1(1) OVER C.M.U. (TYP.) 0'-0" FIN. FLR. L Rear Elevation "A" (Opt. Ext. Cov. Lanai) SCALE: 1/8" = T-0" (11x17) 1/4" = T-0" (2204) 9'-0" BRG. HT. @ SECOND FLOOR T-8" HDR. HT. _ @ SECOND FLOOR 1x6 SMOOTH FINISH BAND (TYP.) 1x4 SMOOTH FINISH BAND (TYP.) 8'-0" HDR. HT. _ —14 SMOOTH FINISH BAND (TYP.) DEC. LIGHTING (TYP.) —1x6 SMOOTH FINISH BAND (TYP.) 0'-0" FIN. FLR. 9'-0" BRG. HT. @ SECOND FLOOR T-8" HDR. HT. @ SECOND FLOOR Lu x N _ U zt z 7 o ALL HORIZONTAL & VERTICAL 5 m CONTROL JOINTS PER ASTM 1063 °A O 0 10'-8 3/4" FIN. FLR. HT. 0 @ SECOND FLOOR N 0 6.1 �1' � o 9'-4" BRG. HT. N u- o C 8'-0" HDR. HT. _ —14 SMOOTH FINISH BAND (TYP.) DEC. LIGHTING (TYP.) —1x6 SMOOTH FINISH BAND (TYP.) 0'-0" FIN. FLR. 9'-0" BRG. HT. @ SECOND FLOOR T-8" HDR. HT. @ SECOND FLOOR 0'-0" FIN. FLR. K001 Layout SCALE: 1/8" = T-0" (11x17) 1/4" = T-0" (22x34) 6 0- D u 0 O — d O O U O J ai LL cfl Q n_ � N (1) 07 N (D O Q) ^� N O O p E 00 Q t1 u - c tt U) W N Z (D ZZ �g � a E t tt W 0 (1 NW V O 10'-8 3/4" FIN. FLR. HT. N @ SECOND FLOOR 9'-4" BRG. HT. w/ 13/4" HEEL HT. 8'-0" HDR. HT. 0'-0" FIN. FLR. K001 Layout SCALE: 1/8" = T-0" (11x17) 1/4" = T-0" (22x34) 6 0- D u 0 O — d O O U O J ai LL cfl Q n_ � N (1) 07 N (D O Q) ^� N O O p E 00 Q t1 u - c tt U) W N Z (D ZZ �g � a E t tt W 0 (1 NW V O 0 0 N N +U O O cr O C/1 M C3 a Cy) a UC11- 00 � o v L C) @ O C N i � Q w in O m ISSUE DATE I 10/09/2018 REVISIONS PROJECT: 18-0437 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS ELEVATIONS 04.A2 N O 0 a) cu 0 N 0 6.1 �1' � (- E -m 0 O N L z M N u- o C V 00 to a-� M 0 0 N N +U O O cr O C/1 M C3 a Cy) a UC11- 00 � o v L C) @ O C N i � Q w in O m ISSUE DATE I 10/09/2018 REVISIONS PROJECT: 18-0437 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS ELEVATIONS 04.A2 9'-0" BRG. HT. @ SECOND FLOOR T-8" HDR. HT. (� @ SECOND FLOOR T _ 11-0" BRG. HT. @ ENTRY 10'-8 3/4" FIN. FLR. HT. /� @ SECOND FLOOR Y 9'4" BRG'HT ' HT. W/ 13/4" HEEL HT. 8'-0" HDR. HT. L Y-0" FIN. FLR. , - FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. 8' MIN. THICK PORTLAND CEMENT FINISH PER TABLE R702.1(1), WATER 12 RESISTIVE BARRIER PER FBC R703,2 INSTALLED CONTINUOUS & 6 INDEPENDENTLY OVER 4fi' O.S.B. SHEATHING ON METAL LATH SECURED PER R703.7.1 WITH WEEP SCREED PER R703.7.2.1 AND _ FLASHING PER R703.4 ALL COMPLIANT WITH ASTM C926, C1063, C920, AND C1281 - (TYP.) _. - - - - TYP. i 12 - - - -- - -- --- --- — FIBERGLASS SHINGLE ROOF INSTALLED 8' MIN. THICK PORTLAND CEMENT FINISH PER TABLE R702.1(1), WATER RESISTIVE BARRIER PER FBC R703.2 INSTALLED CONTINUOUS & INDEPENDENTLY OVER,," O.S.B. SHEATHING ON METAL LATH SECURED PER R703.7.1 WITH WEEP SCREED PER R703.7.2.1 AND FLASHING PER R703.4 ALL COMPLIANT WITH ASTM C926, C1063, C920, AND C1281 (TYP.) 9'-0" BRG. HT. @ SECOND FLOOR T-8" HDR. HT. @ SECOND FLOOR 10'-8 3/4" FIN. FLR. HT. @ SECOND FLOOR Y �- 9'-4" BRG. HT. 8'-0" HDR. HT. 1x SMOOTH FINISH BAND (TYP.) 1/2" MIN. THICK PORTLAND CEMENT FINISH PER TABLE R702.1(1) OVER C.M.U. (TYP.) 0'-0" FIN. FLR. 2'-0" TYP. 12 61 Left Elevation "A" (Opt. Ext. Cov. Lanai) SCALE: 1/8" = TV (11x17) 1/4" = T-0" (22x34) Right Elevation "A" (Opt. Ext. Cov. Lanai) SCALE: 1/8" = TV (11x17) 1/4" = TV (22x34) �6 9'-0" BRG. HT. @ SECOND FLOOR T-8" HDR. HT. F @ SECOND FLOOR ALL HORIZONTAL & VERTICAL CONTROL JOINTS PER ASTM 1063 11'-0" BRG. HT. @ ENTRY 1/2" MIN. THICK PORTLAND CEMENT FINISH PER TABLE R702.1(1) OVER C.M.U. (TYP.) Y 10'-8 3/4" FIN. FLR. HT. Y @SECOND FLO 9'-4" BRG. 4� 0'-0" FIN. FLR. v N 9'-0" BRG. HT. @ SECOND FLOOR T-8" HDR. HT. @ SECOND FLOOR f f I ALL HORIZONTAL & VERTICAL CONTROL JOINTS PER ASTM 1063 - @ S FIN. FLR. HT. @SECOCOND FLOOR 9'-4" BRG. HT. w/ 13/4" HEEL HT. j, 8'-0" HDR. HT. 0'-0" FIN. FLR. Lu N_ w N W o s� OR HT. 8'-0"HDR. HT. 1x SMOOTH FINISH BAND (TYP.) 4� 0'-0" FIN. FLR. v N 9'-0" BRG. HT. @ SECOND FLOOR T-8" HDR. HT. @ SECOND FLOOR f f I ALL HORIZONTAL & VERTICAL CONTROL JOINTS PER ASTM 1063 - @ S FIN. FLR. HT. @SECOCOND FLOOR 9'-4" BRG. HT. w/ 13/4" HEEL HT. j, 8'-0" HDR. HT. 0'-0" FIN. FLR. O — d O E CN O � U O u - > a) W M in N (0 O ^� U) O � ,. 000 < H c m my z � z �g �2 E O N Lu L Q; z 0 Q n N V O O N 0 CD N N � CD 6 CD Y -0 M V N LLnn 0- -0 cn r O L C �n Q L O O O C N L Q w Ln O 0 - ISSUE ISSUE DATE I 10/09/2018 I REVISIONS PROJECT: 18-0437 SCALE: AS NOTED DRAWN BY: JML & JFT 3 ELEVATIONS "A" Y r 0 05.A2 Lu N_ w N W o s� Z:V r-1 U Cq •0" D N > JV _ O z N s - `L 0 d O — d O E CN O � U O u - > a) W M in N (0 O ^� U) O � ,. 000 < H c m my z � z �g �2 E O N Lu L Q; z 0 Q n N V O O N 0 CD N N � CD 6 CD Y -0 M V N LLnn 0- -0 cn r O L C �n Q L O O O C N L Q w Ln O 0 - ISSUE ISSUE DATE I 10/09/2018 I REVISIONS PROJECT: 18-0437 SCALE: AS NOTED DRAWN BY: JML & JFT 3 ELEVATIONS "A" Y r 0 05.A2 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 10" (EXCLUSIVE OF NOSING. 4. ALL TREADS LESS THAN 10" IN WIDTH SHALL HAVE APPROX. 1" OF NOSING. 5. 3/16" MAX VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER. 6. 3/8" MAX VARIATION IN ANY RISE/TREAD. 7. HAND RAIL CIRCULAR CROSS SECTION DIA. TO BE 1 1/4" - 2" OR TO PROVIDE EQUIVALENT GRASPABILITY. 8. UNDER MIN. 6" WIDE @NARROW END. 9. 34'-38" HANDRAIL HT. 10. HEADROOM CLEARANCE MIN 6'-8". BETWEEN STRINGERS -ATTACH TO SLAB w/ 12d CUT NAILS @ 6" O.C. AND (2) 12d EACH END OF 2x4TOE NAILED TO STRINGER. TYP. CCC R CONNECT. SCALE: 3/4" = T-0" (11x17) 1 1/2" = TV (22"x34") 1x8 CAP CASING. 2x4 @ 24" O.C. 3/4" PLYWD. SHEETROCK 2x JOISTS 16" O.C. MAX 2x LEDGER ATTACHED TO STUDS W/ (2)12d NAILS @ EACH STUD BOTTOM PLATE HUS26 JOISTS TO LEDGER PRE-ENGINEERED FLOOR TRUSSES @ 24" O.C. (SEE TRUSS LAYOUT) 10" 1x8 SKIRT BD. ' \ 2x12 TREADS CUT TO FIT 1" 1/2"PLYWD. BLOCKING 2 x,12 STRINGERS DATA: TOTAL RISE: 10-8 3/4" (18 RISERS @ 7.15 " EA.) TOTAL RUN: 17 (17 TREADS @ 10" EA.) TREAD & RO SER DETAO L SCALE: 3/4" = T-0" (11x17) 1 1/2" = T-0" (22x34) 2x'S @ 16" O.C. MAX. ADD 2x VERTICALS @ 16" O.C. AS REQUIRED BY MUNICIPALITY - TO BE PLACED DIRECTLY UNDER LEDGER 9'-0" BRG. HT. I @ SECOND FLOOR 7'-8" HDR. HT. 3'-6" 6'-8" @ SECOND FLOOR 8T @ 10" 8T @ 10" �— HANDRAIL S3 R311.7 06 6TH EDITION - �' FBCR (2017) _ S5 Q 34"-38" ABV. TREAD NOSING z ON OPPOSITE L C WALL. �.E N S1 \-2 x 4 CONT. ATTACHED w/ HALF F VpL DETML LANUNG CONNECT. DET � L 06 12d NAILS @ 6" O.C. SCALE: 3/4" = T-0" (11x17) 1 1/2" = 1'-0" (22x34) 3/4" PLYWD. SUB -FLOOR PRE-ENGINEERED FLOOR TRUSSES 24" O.C. 2 x 4 LEDGER IN BETWEEN STRINGERS ATTACH TO FLOOR TRUSS w/ 12d NAILS @ 6" O.C. @ (2)12d @ EACH END OF LEDGER TOE -NAILED TO STRINGER. SCALE: 3/4" = 1'-0" (11x17) 1 1/2" = T-0" (22x34) PLATFORM FRAMING CTCH F\' CONNECT. C FLR. TRUSS SCALE: 3/4" = 1'-0" (11x17) 1 1/2" = T-0" (2204) STRINGER TO FLOOR TRUSS Stair Details SCALE: 3/4" = T-0" (11x17) 1 1/2" = T-0" (2204) Stair Section &A=:::::::::::: ALE: 3/8" = 1' 0" (11x17) 3/4" = 1' 0" (22x34) PRE-ENGINEERED FLOOR TRUSSES (SEE TRUSS LAYOUT) } 10'-8 3/4" FIN. FLR. HT_ @ SECOND FLOOR 9'-4" BRG. HT. h 8'-0" HDR. HT. _ 0'-0" FIN. FLR. Di a(p N my co a cli z &v co z m a` . °co o Q o d lz O r d- O E � M O U O L - Li 7 LL CD co U) r ci >s r r Q Q. o o C 0ELo co 3 00 Q IL LL � NZ �Z 'E � a E. 0 V) sLu W 0 �_ NL1 �W o co v N r co f� �' ui S2 _ o 06 (3) 2 x 12'S STRINGERS L C EQUALLY SPACED �.E N L LANDING 1/2" GYPSUM BOARDS O a� L rc j LL APPLIED TO ALL UNDER 0 STAIR SURFACE AND o SIDES 04 M 06 �" "oo�� ooh _ 0')— — — C II # 00 S1 \-2 x 4 CONT. ATTACHED w/ HALF F VpL DETML LANUNG CONNECT. DET � L 06 12d NAILS @ 6" O.C. SCALE: 3/4" = T-0" (11x17) 1 1/2" = 1'-0" (22x34) 3/4" PLYWD. SUB -FLOOR PRE-ENGINEERED FLOOR TRUSSES 24" O.C. 2 x 4 LEDGER IN BETWEEN STRINGERS ATTACH TO FLOOR TRUSS w/ 12d NAILS @ 6" O.C. @ (2)12d @ EACH END OF LEDGER TOE -NAILED TO STRINGER. SCALE: 3/4" = 1'-0" (11x17) 1 1/2" = T-0" (22x34) PLATFORM FRAMING CTCH F\' CONNECT. C FLR. TRUSS SCALE: 3/4" = 1'-0" (11x17) 1 1/2" = T-0" (2204) STRINGER TO FLOOR TRUSS Stair Details SCALE: 3/4" = T-0" (11x17) 1 1/2" = T-0" (2204) Stair Section &A=:::::::::::: ALE: 3/8" = 1' 0" (11x17) 3/4" = 1' 0" (22x34) PRE-ENGINEERED FLOOR TRUSSES (SEE TRUSS LAYOUT) } 10'-8 3/4" FIN. FLR. HT_ @ SECOND FLOOR 9'-4" BRG. HT. h 8'-0" HDR. HT. _ 0'-0" FIN. FLR. Di a(p N my co a cli z &v co z m a` . °co o Q o d lz O r d- O E � M O U O L - Li 7 LL CD co U) r ci >s r r Q Q. o o C 0ELo co 3 00 Q IL LL � NZ �Z 'E � a E. 0 V) sLu W 0 �_ NL1 �W o 0 0 N v � o CD ul o (n M @ u O CDCD = Q L o Q. '> -0a " o c C N L Q W In O n. ms c _ ISSUE DATE 10/09/2018 REVISIONS 00 x c ww o < PROJECT: 18-0437 > SCALE: AS NOTED y L a z DRAWN BY: JML & JFT - I DESIGNED BY: MJS 0 SECTIONS } 06 v o L C 1� �.E N L d 04, O a� L rc j LL CD 0 Z o ,W^ # 00 cn m J 0 0 N v � o CD ul o (n M @ u O CDCD = Q L o Q. '> -0a " o c C N L Q W In O n. ms c _ ISSUE DATE 10/09/2018 REVISIONS 00 x c ww o < PROJECT: 18-0437 > SCALE: AS NOTED y L a z DRAWN BY: JML & JFT - I DESIGNED BY: MJS 0 SECTIONS } 06 EXTRA DUTY OPTIONAL SAMEASUN OVERHEAD SERVER GENERAL NOTES KEY: )� SAME AS UNDERGROUND 200 AMP 1. BUILDER TO VERIFY EXACT LOCATION OF FLOOR SERVICEG OUTLETS IN FIELD. AMP 410 SCR AL. NEMA 3 2. ALL OUTLETS ARE TO BE AFCI PROTECTED. METER MAIN SEE FLOOR PLAN FOR FUSE SIZE 3. ALL 15A AND 20A 120V BRANCH CIRCUITS WILL BE DISC. — A/C DISC. AFCI PROTECTED. #14 COPPER TO LIGHTS AND OUTLETS 4. ALL 15A AND 20A 120V BRANCH CIRCUITS #10 COPPER TO WATER HEATER LOCATED IN THE GARAGE AND LAUNDRY WILL BE TYR #8 COPPER TO RANGE GFCI PROTECTED. ELECTRICAL — #8 TO A/C _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — _ _ UNDERGROUND — 20 PANEL 5. ALL GARAGE BAYS WILL HAVE DEDICATED GFCI SERVICE BY ( CIRCUITS) OUTLET. POWER CO. 6. ALL OUTLETS LOCATED IN THE KITCHEN AND BATHROOMS ARE TO BE GFCI PROTECTED. #2 -GROUND TO (2) 5/8" RODS (6' APART) ALSO 7, DW. AND GARBAGE DISPOSAL ARE TO BE GFCI SERVICE TO BE BONDED TO FOOTING STEEL PROTECTED. / OUTLET BOX NOTE: 8. EXCEPTIONS TO THE GFCI STIPULATION WILL BE BOX ALL ELECTRICAL WORKAND MATERIAL PROVIDED SHALL COMPLY WITH THE FLORIDA ALLOWED ONLY IF ALLOWED PER CURRENT BUILDING CODE. (2017) THE ABOVE ELECTRICAL LAYOUT IS FOR BID PURPOSE ONLY. NFPA / NEC. ry AF (WAF AF AF 9. OUTLETS LOCATED IN THE LAUNDRY ARE TO BE GFCI AND AFCI PROTECTED. 200 AMP ELECTRICAL RISER 10. OUTLETS LOCATED WITHIN 6'-0" OF A WET AREA ARE TO BE GFCI PROTECTED. 11. ALL OUTLETS OVER COUNTERTOPS TO BE 42" kF A.F.F. (U.N.O.). PRE -WIRE 12. ALL SMOKE/CARBON MONOXIDE DETECTORS AF q F CLG. FAN/LITE ARE TO BE HARD WIRED, INTERCONNECTED AND 1 PRE -WIRE � AF AFCI PROTECTED. / CLG. FAN/LITE 13. 8'-0" HEIGHT VANITY LIGHTS IN MASTER / G BATHROOM AND T-0" IN ALL OTHER BATHROOMS. GGFI PENDANT LIGHT / / X NOTES: PRE -WIRE / i I • THIS DIAGRAMMATIC PLAN IS INTENDED TO SHOW LIGHTING AND CONVENIENCE OUTLETS (3-TYP.) / I I ONLY. IT IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO VERIFY THE REQUIREMENT O S.D. I I ELECTRICALAND LOCATIONS OF ALL EQUIPMENT, INCLUDING KITCHEN EQUIPMENT) AF AND PROVIDE AND INSTALL COMPLETE _AFI o IOW ` 1 / / ELECTRICAL SERVICE AS REQUIRED PER NFPA, 42 �p' �41 AF � AF ( I UIC GFCI \ / NEC, FBC CODES AND ALL REIGNING MUNICIPALITY CODES, STANDARDS AND FOR //��� ORDINANCES. 51731 --- DISPOSAL & G AF / / LOCATION OF FIXTURES AND / OR OUTLETS ARE SUGGESTED LOCATIONS AND MEET MOST LOCAL / \ DW �i I CODE REQUIREMENTS. ADDITIONS OR l ADJUSTMENTS MAY BE MADE BETWEEN THE JLO V A — — OWNER AND BUILDER IN THE FIELD. I GFI \ \ ALL ELECTRICAL WORK AND APPLIANCES ARE IN GFI FULL COMPLIANCE WITH N.F.P.A., N.E.C., F.B.C, 42" \ _� 6TH EDITION (2017) RESIDENTIAL, AND ALL — J APPLICABLE LOCAL STANDARDS, CODES, AND AF C.M.S.D. qF' ORDINANCES. MVARAYOUS SYMBOLS OOR MAY NOT BE ON THIS N ELECTRICAL ND S PLAN MA I� I 42' 42'I IL — — I TO LIGHTS / �AF I �AV. ELECTRICAL KEY: CEILING MOUNTED LIGHT AF � � 1 to _9 /_ �(� GFI 1 I C PULL CHAIN LIGHT \F I / 42�AF -' S — —�� 4�, I V P. jjj III I � RECESSED LIGHT — F WALL MOUNTED LIGHT 42 - WI WALL WASH RECESSED L C J GFI I Q DUPLEX RECEPTACLE I$ ® (PGd 220 V RECEPTACLE AF 42E1 O 1/2 HOT, 112 SWITCHED AWP WATER PROOF RECEPTACLE `F _ I FLOOR RECEPTACLE CLG. FAN RGFI GROUND FAULT INTERRUPT S WALL SWITCH / ' I AF GFI ', 3 -WAY SWITCH \ @ 42" o DIMMER SWITCH / F GFI \ \ \ — / i/ TELEPHONE JACK @ 42" I CABLE JACK W.P. GFI GFI @ GARAGE @ O PRE -WIRE GARAGE DOOR OPENER OUTLET GARAGE � / BOX _CLG ._____ CLG. �� FLUORESCENT LIGHT I __ ® ELECTRICAL PANEL 1 OO CHIME HE DOOR BELL/ GARAGE DOOR SWITCH I I I I \ L0 DISCONNECT SWITCH �M ELECTRICAL METER \ S.D. SMOKE DETECTOR \ C.M.S.D. CARBON MONOXIDE / SMOKE DETECTOR _ CEILING FAN WALL SCONCE CHANDELIER /� R C SPOT LIGHT First Floor ElectricaI Plan V' C" � FLUSH MOUNT FLUORESCENT LIGHT FO 51 FAN /LIGHT COMBINATION C� (Opt. Extended Covered Lanai) GARBAGE DISPOSAL MOTOR ® SPEAKER SCALE: 1/8" = T-0" (11x17) 1/4" = 1,-0„ (22x34) OO JUNCTION BOX L.V. LOW VOLTAGE V.P. VAPOR PROOF A.F. ARC FAULT PROTECTION O O C' t --E O M O U O J (n LL 7 (.0� 0)� 'U) r O N Q ach O N M O O C U) O C: r-- O . L 0 CD E O E moi' �. 00 Q a- LL 11 c � w m z Q) z -a g � a -I- 0z ° w 0 Q �Lu u a 0 0 N U � CID +O O D O Cr V o CO N d C p N Ln v -CD H C M n n r Q) B' o_ ' n n > -a v C c o o @ O Q O 5- C Ln ISSUE DATE 1 10/09/2018 REVISIONS -PROJECT: 18-0437 SCALE: AS NOTED DRAWN BY: JML & JFT ELECTRICAL LAYOUT 07.2 v N 0 � O O N �I ca S J LL rim V Loo M C 00 4- M O J 0 0 N U � CID +O O D O Cr V o CO N d C p N Ln v -CD H C M n n r Q) B' o_ ' n n > -a v C c o o @ O Q O 5- C Ln ISSUE DATE 1 10/09/2018 REVISIONS -PROJECT: 18-0437 SCALE: AS NOTED DRAWN BY: JML & JFT ELECTRICAL LAYOUT 07.2 — — — — — — — — — — — — — — — — — - I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � I Y PC I I I I I I I I I I I I I I I I I I I I I I I ( I I I I I I I I I I I I I I I L— — -------- I I I I I I I I I L Second Floor Electrical Plan "A&B" (Standard) SCALE: 1/8" = T-0" (11x17) 1/4" = T-0" (22x34) GENERAL NOTES KEY: 1. BUILDER TO VERIFY EXACT LOCATION OF FLOOR OUTLETS IN FIELD. 2. ALL OUTLETS ARE TO BE AFCI PROTECTED. 3. ALL 15A AND 20A 120V BRANCH CIRCUITS WILL BE AFCI PROTECTED. 4. ALL 15A AND 20A 120V BRANCH CIRCUITS LOCATED IN THE GARAGE AND LAUNDRY WILL BE GFCI PROTECTED. 5. ALL GARAGE BAYS WILL HAVE DEDICATED GFCI OUTLET. 6. ALL OUTLETS LOCATED IN THE KITCHEN AND BATHROOMS ARE TO BE GFCI PROTECTED. 7. DW. AND GARBAGE DISPOSAL ARE TO BE GFCI PROTECTED. 8. EXCEPTIONS TO THE GFCI STIPULATION WILL BE ALLOWED ONLY IF ALLOWED PER CURRENT NFPA/NEC. 9. OUTLETS LOCATED IN THE LAUNDRY ARE TO BE GFCI AND AFCI PROTECTED. 10. OUTLETS LOCATED WITHIN 6-0" OF A WET AREA ARE TO BE GFCI PROTECTED. 11. ALL OUTLETS OVER COUNTERTOPS TO BE 42" A.F.F. (U.N.O.). 12. ALL SMOKE/CARBON MONOXIDE DETECTORS ARE TO BE HARD WIRED, INTERCONNECTED AND AFCI PROTECTED. 13. 8'-0" HEIGHT VANITY LIGHTS IN MASTER BATHROOM AND T-0" IN ALL OTHER BATHROOMS. NOTES: • THIS DIAGRAMMATIC PLAN IS INTENDED TO SHOW LIGHTING AND CONVENIENCE OUTLETS ONLY. IT IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO VERIFY THE REQUIREMENT AND LOCATIONS OF ALL ELECTRICAL EQUIPMENT, (INCLUDING KITCHEN EQUIPMENT) AND PROVIDE AND INSTALL COMPLETE ELECTRICAL SERVICE AS REQUIRED PER NFPA, NEC, FBC CODES AND ALL REIGNING MUNICIPALITY CODES, STANDARDS AND ORDINANCES. • LOCATION OF FIXTURES AND / OR OUTLETS ARE SUGGESTED LOCATIONS AND MEET MOST LOCAL CODE REQUIREMENTS. ADDITIONS OR ADJUSTMENTS MAY BE MADE BETWEEN THE OWNER AND BUILDER IN THE FIELD. • ALL ELECTRICAL WORK AND APPLIANCES ARE IN FULL COMPLIANCE WITH N.F.P.A., N.E.C., F.B.C. 6TH EDITION (2017) RESIDENTIAL, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. • VARIOUS SYMBOLS ON ELECTRICAL LEGEND MAY OR MAY NOT BE USED ON THIS PLAN. ELECTRICAL KEY: CEILING MOUNTED LIGHT PC PULL CHAIN LIGHT 11 1 RECESSED LIGHT o WALL MOUNTED LIGHT WALL WASH RECESSED DUPLEX RECEPTACLE 220 V RECEPTACLE 1/2 HOT, 1/2 SWITCHED AWP WATER PROOF RECEPTACLE FLOOR RECEPTACLE PRE -WIRE FOR CLG. FAN �QGFI GROUND FAULT INTERRUPT WALL SWITCH 3 -WAY SWITCH o DIMMER SWITCH iA TELEPHONE JACK <-I CABLE JACK ® PRE -WIRE GARAGE DOOR OPENER FLUORESCENT LIGHT ® ELECTRICAL PANEL CHIME (] DOOR BELL / GARAGE DOOR SWITCH LD DISCONNECT SWITCH OM ELECTRICAL METER O S.D. SMOKE DETECTOR C.M.S.D. CARBON MONOXIDE / SMOKE DETECTOR 0 CEILING FAN W WALL SCONCE + CHANDELIER SPOT LIGHT FLUSH MOUNT FLUORESCENT LIGHT FAN / LIGHT COMBINATION O GARBAGE DISPOSAL MOTOR � � SPEAKER O JUNCTION BOX O L.V. LOW VOLTAGE V.P. VAPOR PROOF A.F. ARC FAULT PROTECTION 1 i "I CD — CD ,.q' h E M O � U OJ U 7 w u 'tn CO Q) a)[-- CO Q f2 0) N E Co 07 CO O CNfl 4) O O d E c- cD LO M 00 < LL AV w N Z Z E , t w E z 0 W u o N O v � � 0) a E O N M L N LL X -- --p C) _ N z o V J* 00 V) 4 M O J 0 0 N ru o 6 U) C) CD V) i M U LNn '0- 0 O w @ _.CD =a) N CD O Ln_ Fn Q > CD c N = 0 C Q w in O 0- •j 0 1 ® ISSUE DATE 10/09/2018 REVISIONS PROJECT: 18-0437 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS ELECTRICAL LAYOUT 1 i "I O r C• O E �c o � U J U O 0) U) U7 N Q Qcj O E m O O C ^ � N OE d E E Lo m e000_LL a � �w N z z �g E o m t v E (Z9 �W J Q �J >Q 5" � Y J� Da 00 (u O N 1 0 0 cV U � a (n o Y 0 d D N Ln C M . . a) Q) cQn � > CD c m Q w Ln O a- ISSUE DATE I 1 0/0 91201 8 I REVISIONS PROJECT: 18-0437 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS DETAILS D1 I _ CONCRETE BLOCK I HEADER OR STEEL s LINTEL PC EXP. STRIP O� 5 PC ANCHOR STRIP GLS. BLK. PER PLAN PCP EL REINFOR. SEALANT LI PC ANCHOR STRIP EXP. BOLT (2) PER ANCHOR �u MORTAR ASPHALT EMULSION CONC. BLOCK r WALL 4 O EXTERIOR FINISH O PANEL ANCHOR CONSTRUCTION PC PANEL REINFORCING (TOP)L.USED IN PANELS OVER 25"S.F. IN AREA,IS EMBEDDED HORIZONTALLY IN THE MORTAR JOINTS BETWEEN EVERY OTHER COURSE. PANEL REINFORCING IS FORMED OF TWO PARALLEL WIRES, EITHER 1" O.C. (FOR USE WITH "THINLINE" SERIES GLS. BLK.) OR 2" O.C. (FOR USE W/ "PREMIERE" SERIES GLS. BLK.), W/ BUTT WELDED CROSSWIRES AT REGULAR INTERVALS. 4' AND 10' LENGTHS AVAILABLE. PC PANEL ANCHORSMI( DDLE): ARE USED TO TIE PITTSBURGH CORNING GLASS BLOCK PANELS INTO THE SURROUNDING FRAMEWORK WHEN CHANNELS ARE NOT USED. FORMED FROM 20 GAUGE PERFORATED - THEN GALVANIZED STEEL STRIPS, PANEL ANCHORS ARE AVAIL. IN 1[" WIDTHS X 24" LENGTHS. Q EXPANSION STRIPS (BOTTOM): MADE OF WHITE POLYETHYLENE, ARE INSERTED AT THE HEAD AND THE 1 , ` STRIPS REPLACE MORTAR AT THESE POINTS TO CUSHION THE GLASS BLOCK AND ALLOW THE PANEL TO EXPAND & CONTRACT FREELY. FOR METAL CHANNEL OR MASONRY CHASE CONSTRUCTION, PC " 4 4 EXPANSION STRIPS ARE AVAILABLE THICK X 4" WIDE X 24" LONG. FOR PANEL ANCHOR CONSTRUCTION, STD. 4" WIDE STRIPS ARE EASILY CUT TO 3" WIDTH, FOR 31" "PREMIERE" SERIES BLK., AND TO 21" WIDTH, FOR 32 "THINLINE" SERIES BLOCK. INSTALLATION NOTES: 1. THROUGHOUT INSTALLATION, KEEP THE WINDOW JAMBS PLUMB AND SQUARE. KEEP HEAD AND SILL LEVEL AND SQUARE. MAKE SURE HEAD AND SILL ARE NOT CROWNED UP OR DOWN. 2. CONSTANTLY CHECK WIDTH AT MEETING RAILS (i.e. DOUBLE HUNGS) TO AVOID "BOWED OUT" INSTALLATION. 3. APPLY GENEROUS BEAD OF CAULK ALONG INTERIOR SURFACE OF NAILING FIN ON ALL SIDES PRIOR TO GLASS B LG C K DETAILS SETTING WINDOW INTO OPENING. 4. PLACE 1/4" SHIMS AT SILL CORNERS AND SET WINDOW INTO SHIMS. CENTER THE WINDOW IN THE SCALE: N.T.S. OPENING ALLOWING A 1/4" GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE. WHEN FL INSTALLATION IS COMPLETE, THESE SHIMS MAY BE REMOVED. CHIMNEY HEIGHT 24" ROOF UNDERLAYMENT PER FBC N °® 5. INSTALL FASTENERS STRAIGHT, NOT ANGLED IN EVERY OTHER FASTENER SLOT STARTING AT THE ( ) ABOVE ROOF WITHIN 10' R905.2.7 CDX PLYWOOD OR O.B.S. R `� MIDDLE OF THE WINDOW. FASTENER MUST BE EMBEDDED INTO SOLID WOOD A MINIMUM OF 1". KEEP o N WINDOW LOCKED UNTIL ALL SIDES ARE SECURED. PRE -FAB CAP � Z LATH AND STUCCO --+ 6. CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT USED. OVER CHIMNEY Q (3 7. CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. "J" METAL FLASHING J z 8. INSULATE AROUND PERIMETER WITH BATT TYPE INSULATION. DO NOT USE EXPANDABLE FOAM. THE USE t HCDPL/R TYP. 4x5 BASE FLASHING D OF EXPANDABLE FOAM WILL VOID WARRANTY. e1 9. FOR ANY INSTALLATION FINISHED WITH BRICK OR STONE, ALLOW 1/4" GAP AT SILL BETWEENROOF 7/8" STUCCO OVER PAPER COVERING PER PLAN STRUCTURE AND WINDOW. THEN, CAULK THIS GAP. 10. CAULK GAP BETWEEN INSTALLED WINDOW EXTERIOR PERIMETER AND J -CHANNEL (OR BRICK OR OTHER EXTERIOR FINISHING MATERIAL WHICH SURROUNDS WINDOW). 112" PLYWOOD EXT'R. SHEATHING ALL AROUND NAILED 8d @ 6 & 12 BACK WIRE MESH U.N.O. GALV. L -FLASHING 15/32" C.D.X. OR 7116" O.S.B. (MIN. 2.5:12 PITCH) ROOF UNDERLAYMENT PER FFBBCiia` • } . 2x's @ 24" O.C. W/ HUGHES NA7 �` ?� '•� • �� ATTACHED TO SHEATHING - Q •v, a D FLASHING SEQUENCING: � WHEN GREATER THAN 24"x24". u co Y .Q *U d • APPLY BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER ALL OF ROUGH OPENING. 2x4 BLOCKING 2x4 BLOCKING �� '.� � °• o god • SET WINDOW UNIT. • APPLY 2ND BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER NAILING FIN AND BLDG PAPER. • APPLY SIDE STRIPS OF SELF-ADHESIVE TYPE FLASHING. / \ ^ TRUSS 24" O.C. @ / ''� ��•V.•.. •» . •• aa` r " ���' •��°°°° • APPLY TOP PIECE OF SELF-ADHESIVE TYPE FLASHING. � % '\ 1 TRUSS @ i NOTE: / ROOF COVERING PER PLAN SELF-ADHESIVE TYPE FLASHING IS A GENERIC TERM. SEE SPECIFICATIONS FOR MATERIAL TO BE USED. 6 ___ i i ROOFUNDERLAYMENT IMPORTANT: 15JFELT DRAINAGE PLANE I - -,114 I FIRE METAL FIRE IB BLOCKING_,,- NG 2x4 BLOCKING C R905.2.7 ROOFPER ER SHEATHING IT IS THE RESPONSIBILITY OF THE OWNER OR BUILDER TO SELECT PRODUCTS IN COMPLIANCE WITH APPLICABLE LAWS AND BUILDING CODES. DO NOT USE MURIATIC ACID ON HOMES AFTER INSTALLING THIS WOOD BASED EXTERIOR SHEATHING- OSB AROUND FLUE LINER 2x4 #2 SPF OR #3 6" MIN. LAP ON METAL WINDOW. THE ACID MAY DESTROY THE COIL SPRING BALANCE SYSTEM. WINDOWS WILL NOT BE UNDER 7/8" NOMINAL STUCCO THICKNESS — A -- SYP STUDS @16" O.C. WARRANTY IF EXPOSED TO MURIATIC ACID. DO NOT LAY WINDOWS FLAT OR STORE IN SUN BEFORE INSTALLING. ALL WARRANTIES NULL AND VOID IF ANY VERTICAL HOLES ARE PUT INTO WINDOW SILL AREA OF _ ANY WINDOW. PAPERBACK LATH --- PEEL AND STICK TAPE MANTLE�� METAL OR PLASTIC EXPANSION JOINT DRAINAGE PLANE OVERLAP CONTROL BEAD FLASHING AND MEMBRANE STRIP OVER WOOD _ FRAME/MASONRY CONNECTION. 71 MEMBRANE STRIP COVERING WOOD FRAME INTERSECTION UNDER EXPANSION JOIN EQUAL — PRE -FAB FIRE BOX TO PROTECTO WRAP BT-20XL-9" WIDE. TO DAMPER '�'� EXTEND 2" BELOW THE CMU 18" NON-COMBUSTABLE 112" NOMINAL CEMENTITIOUS FINISH MATERIAL FOR HEARTH FOUNDATION I (VALLEY RAFTER SCALE: 3" = V-0" 2 WINDOW FLASHING DETA I LS STUCCO BOD BREAK/FLASHING DETAL FB FIREBOX ]LLASHING DETAI�SCALE:N.T.S. SCALE:N.T.S. SCALE: N.T.S. O r C• O E �c o � U J U O 0) U) U7 N Q Qcj O E m O O C ^ � N OE d E E Lo m e000_LL a � �w N z z �g E o m t v E (Z9 �W J Q �J >Q 5" � Y J� Da 00 (u O N 1 0 0 cV U � a (n o Y 0 d D N Ln C M . . a) Q) cQn � > CD c m Q w Ln O a- ISSUE DATE I 1 0/0 91201 8 I REVISIONS PROJECT: 18-0437 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS DETAILS D1 GENERAL NOTES FOUNDATIONS SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY 2000 PSF TERMITE TREATMENT REFER TO SECTION R318 PROTECTION AGAINST TERMITES, OF THE FLORIDA BUILDING CODE - RESIDENTIAL CURRENT EDITION, FOR FULL LIST OF REQUIREMENTS CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60 MIN. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 30" LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 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 CENTER TO UPPER 1/3 OF THE SLAB. BOLTS AND THREADED RODS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MASONRY WALL CONSTRUCTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (fm = 1900 PSI) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT AND GRADE 60 STEEL. REINFORCEMENT SHALL BE PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERTICALLY. TIES TO THE FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR POSITIONERS IN MIDDLE OF WALL 7. REINFORCING STEEL SHALL BE LAPPED MIN. 30' U.N.O. 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER ASA STOP IS PROHIBITED. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE CONSOLIDATION. 15. VERTICAL FURRING STRIPS WHEN REQUIRED TO BE MAX. 2x P.T. ATTACHED TO CMU W/ MIN. 0.131 DIAMETER CASE HARD MASONRY NAIL W/ MIN. 1 1/4" EMBEDMENT OR 1/4" TAPCON W/ MIN. 1 1/2" EMBEDMENT @ 16" O.C. MEASURED VERTICALLY AND 4" FROM ENDS. 2x FURRING TO BE INSTALLED PER MANUFACTURER'S WRITTEN SPECIFICATIONS OR @ MAX 24" O.C. WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE ANSI/AWC "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. LUMBER DENOTED AS SPF#2 OR SPF#1/#2 SHALL BE SPRUCE -PINE -FIR VISUALLY GRADED "No.1/No.2" BY NLGA, OR BETTER. 3. LUMBER DENOTED AS SYP#2 SHALL BE SOUTHERN YELLOW PINE OR "MIXED" SOUTHERN YELLOW PINE VISUALLY GRADED "No 2" BY SFIB, OR BETTER. 4. OTHER LUMBER SHALL BE VISUALLY GRADED "No. 2" OR BETTER, REGARDLESS OF SPECIES, U.N.O. ON FRAMING PLANS OR DETAILS. 5. ALL STRUCTURAL WOOD MEMBERS INCLUDING EXTERIOR FRAME WALLS, BEARING WALLS, SHEAR WALLS, AND MISC. MEMEBERS (I.E. BLOCKING OR GABLE END BRACING SHALL BE SPF#2 OR BETTER U.N.O.. 6. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. 7. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 8. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 9. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 10.ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS, ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 11. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 12. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED IN ACCORDANCE WITH THE LATEST EDITION OF THE AWPA U1 STANDARD. 13. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 14. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS ENGINEERED LUMBER 1. ENGINEERED LUMBER PRODUCTS SHALL CONFORM TO THE CURRENT EDITION OF THE ANSI/AWC NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS). 2. ENGINEERED LUMBER SHALL BE EITHER STRUCTURAL COMPOSITE LUMBER AS DEFINED NDS SECTION 8.1 (INCLUDING LVL, PSL, AND LSL LUMBER) 3. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALl1ESAS FOLLOWS: COLUMNS BEAMS STUD E = 1,700,000 Ib/int U.N.O. E = 2,000,000 Ib/int U.N.O. E = 1,500,000 Ib/in' U.N.O. Fb =2650 Fb =3000 Fb =2200 Ft = 1650 Ft = 1700 Ft = 1500 Fc ii= 3000 Fc li= 3000 Fc ii= 2100 Fc1=450 Fc 900 Fc1=450 Fv =285 Fv = 285 Fv =150 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. MEANS AND METHODS TION CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE ERECTED & TRUSS / FRAME MEMBERS ARE CONNECTED PROPERLY PER APPROVED FRAMING PLANS / DETAILS ALONG W/ CONNECTOR & COMPONENT MANUFACTURERS' SPECIFICATIONS. UNTIL SUCH TIME, TEMPORARY BRACING & SHORING OF WALLS AND FRAME MEMBERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH (12.7MM) GYPSUM BOARD. METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF PRESSURE TREATED WOOD SUCH THAT THEY MEET THE REQUIREMENTS OF ASTM F1667 PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF ANSI TPI 1. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON PLANS 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. TRUSS DESIGN LOADS: TOP CHORD: Lr = 16 PSF DL = 7 PSF (SHINGLE TYPE ROOF COVER) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) DL = 14 PSF (TRUSS OVERBUILD) BOTTOM CHORD: DL = 5 PSF MINIMUM FLOOR DESIGN LIVE LOADS: A) FLOORS = 40 PSF B) BALCONIES =60 PSF/ 100 PSF (IF BALCONY > 100 SQ FT) C) DECKS = 40 PSF D) STAIRS = 40 PSF E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. MINIMUM FLOOR DESIGN DEAD LOADS: A) FLOORS = 15 PSF B)BALCONIES = 15 PSF GENERAL LOADING: ATTIC WITHOUT STORAGE = 10 PSF ATTIC WITH LIMITED STORAGE = 20 PSF GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF GUARDRAILS IN -FILL COMPONENTS = 50 PSF GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) 12d TOENAILS EACH END. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-133 SECTIONS 1, 2 AND 3 FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-133. ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-63). -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-133. 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. r�r� n rirr+n �r� �i�rrn 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETAIL SHEET FOR MORE INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH MIN. 7" EMBEDMENT. -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCKAFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. -EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. STRUCTURALSTEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BEY 1. LINO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 140 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY 11 BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +1-0.18 LINTEL PLAN WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND S7A ROOF FRAMING PLAN (+) VALUE DENOTES PRESSURE AREA (SQ FT) GENERAL DETAILS VALUE DENOTES SUCTION AREA 4O 5O SD5 (+) 21.2 (+) 21.2 10 (-) 22.9 (-) 28.3 ST1 (+) 20.2 (+) 20.2 20 (-) 22.0 (-) 26.4 10 (+) 19.0 (+) 19.0 50 (-) 20.8 H 23.9 100 (+) 18.0 (+) 18.0 H 19.8 O 22.0 GARAGE DOORS 9'-0" x T-0" 16'-0" x T-0" (+) 18.4 (+)17.7 Q (-) 20.9 (-) 19.7 RESIDENTIAL PER VER -10 WIND PRESSURE/ SUCTION DIAGRAM Q4, STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 6th EDITION (2017). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS REGION. GLAZED OPENING PROTECTION IS REQUIRED AND SHALL BE PROVIDED PER SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE - RESIDENTIAL, CURRENT EDITION. INDEX OF DRAWINGS SHEET I SHEET TITLE SC STRUCTURAL NOTES S1A FOUNDATION PLAN S2A DOWEL PLACEMENT PLAN S3 FOUNDATION DETAILS S4A LINTEL PLAN S5A FIRST FLOOR FRAMING PLAN S6 NOTES & CONNECTOR LEGEND S7A ROOF FRAMING PLAN SD1 GENERAL DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS SD5 TWO STORY DETAILS SD6 TWO STORY DETAILS SD7 TWO STORY DETAILS ST1 GENERAL STAIR DETAILS MASTER UPDATES NUMBER DATE DESCRIPTION INTIALS `o t CREATED ELEV C W/ LANAI & TRAY @ MASTER - MID -FLORIDA 7 a 1 5/16/2016 CREATED ELEV A, B, C, OPT BEDROOM #5, & OPT MASTER BATH DP ° 8 5/17/2018 CREATED ELEV A - ABS TRUSSES PER VER -39 W CREATED ELEV C W/ LANAI & TRAY @ MASTER - MID -FLORIDA f- 2 5/25/2017 QC COMMENTS DP TRUSSES PER GR -10 CREATED ELEV B W/ LANAI, BATH #3 & TRAY @ MASTER - 10 CREATED ELEV C W/ EXT LANAI WITH ABS TRUSSES PER SAW -37 MID -FLORIDA TRUSSES PER WP -221 DP 3 12/11/2017 AND CREATED ELEV C /W EXT LANAI AND TRAY AT MASTER SUITE DP/JW o WITH ABS TRUSSES PER VER -10 0 PLANS HAVE BEEN UPDATED TO MEET F.B.C. 6th EDITION (2017) Q 4 1/18/2018 RESIDENTIAL PER VER -10 JW z CREATED ELEV C W/ EXT LANAI & TRAY @ MASTER WITH Uj 5 4/10/2018 ACCU-SPAN TRUSSES PER SMV -133 DP coUj ° 6 4/30/2018 CREATED ELEV A W/ LANAI - ACCU-SPAN TRUSSES PER SMV -154 DP co t CREATED ELEV C W/ LANAI & TRAY @ MASTER - MID -FLORIDA 7 5/7/2018 Q U '( ¢ ¢= Q o�Q p 0. 0� a DP C) TRUSSES PER WP -242 8 5/17/2018 CREATED ELEV A - ABS TRUSSES PER VER -39 DP CREATED ELEV C W/ LANAI & TRAY @ MASTER - MID -FLORIDA 9 6/12/2018 DP TRUSSES PER GR -10 CREATED ELEV B W/ LANAI, BATH #3 & TRAY @ MASTER - 10 7/13/2018 MID -FLORIDA TRUSSES PER WP -221 DP 11 8/8/2018 UPDATED MODEL NAME FROM 2410 SEBRING II TO 2410 SEBRING DP 12 111/5/2018 IWP 24AED ELEV A W/ EXT LANAI - MID -FLORIDA TRUSSES PER IDP COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. �I I I IJ I_I I IJ Z O d. t U U) W W Y o V)4b�e, LW O. V z z� am J z O w L.1.. W ' Uj J o O55 P W zaC`')r.E_ I Z Q O -j-j ( n W U JO~m io H D O N O�� (n (/7 CC O Q .. c F- N QO�2w o LJ_ z E 1- O1=wYo WU<wQa Q r1 2 f^ �2LL 3 U) �J J Z O LL o O O t N I-- 0 W Q W o -j O W W W 0 W aza 3 E2 t F- 0 m Q � W U) Q O RCDZ d S- N 'S _ STRUCTURAL ENG: BED DRAFTING: -STRUCT: DP CC CHECK: CC t JOB No. PSQ-0206293 SCALE: AS INDICATED DATE: 11/12/18 a o co t '161 z oZ U 2� N v �< Q U '( ¢ ¢= Q o�Q p 0. 0� a C) ............ CGS ��'� m LL �I I I IJ I_I I IJ Z O d. t U U) W W Y o V)4b�e, LW O. V z z� am J z O w L.1.. W ' Uj J o O55 P W zaC`')r.E_ I Z Q O -j-j ( n W U JO~m io H D O N O�� (n (/7 CC O Q .. c F- N QO�2w o LJ_ z E 1- O1=wYo WU<wQa Q r1 2 f^ �2LL 3 U) �J J Z O LL o O O t N I-- 0 W Q W o -j O W W W 0 W aza 3 E2 t F- 0 m Q � W U) Q O RCDZ d S- N 'S _ STRUCTURAL ENG: BED DRAFTING: -STRUCT: DP CC CHECK: CC t JOB No. PSQ-0206293 SCALE: AS INDICATED DATE: 11/12/18 MASONRY WALL SEE PLAN CONC. SLAB PER 7AF (1) #5 FROM FTG. TO FOUNDATION PLAN TIE BEAM MIN. 40" SPLICE GROUT CELL SOLID PER PLANS d - a 1=III=1 DP a- oo 26'-0" (2) #5 BARS CONT. I I=1 I—III—I' 14'-0" 8" 12'-4" W/ 3" COVER TYP. OR 6' V-4" o 2 (3) #5 BARS & 20" WIDE `r ~ U� FOOTING @ 2 -STORY MF01 CONDITION CLEAN COMPACTED FILL @ 95% STANDARD DENSITY F1 FOOTING AT INTERIOR BEARING WITH CMU 91 Il 09 3/4"=I'-0" MF1 SYMBOLS LEGEND �- RI INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.) 0 a INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 -1 CONT. FTG. TO TIE BEAM. io .5 B INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. 0 INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. GRADE 60 #5 CONT. FT.G TO TIE BEAM. 0 0 Lo MFOI S3 zo 40'-0" Eo 0 v io N MFO1 S3 J 0 2.6 � MF S3 f— LL O I- 19 A/C a PAD co coN 2.6 /MFO2 S3 J FOUNDATION PLAN 1 /4"=1'-0" FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. REFER TO FBC-R CURRENT EDITION SECTION R506.2.3 FOR REQUIRED LOCATIONS 2, PROVIDE 4" 250OPSI CONC. SLAB W/ 6x6XWI.4XWI.4 WELDED WIRE FABRIC (WWF) PLACED IN MIDDLE TO UPPER 1/3 OF SLAB DEPTH OVER 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWF, WHEN FIBER MESH MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION). 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 30". 4, CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUTARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET 33 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - D1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. 15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE --- STOP --- CONTACT E.O.R. PRIOR TO CONSTRUCTION 16. ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTING SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OF THE FOOTING WILL BE MEASURED FROM THE LOWEST SLAB ELEVATION MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE CONDITIONS AND/OR LOCATIONS. CONTRACTOR TO FIELD VERIFY ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT REQUIREMENTS ARE MET. FOOTING SCHEDULE 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. 1O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 12"x24"x12" dp w/ #5's EQUALLY SPACED EA. 24" SIDE @3" O.C. & MIN 1A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN (3) #5 PARALLEL TO 12" BARS & 3" MIN. COVER TO EDGE OF CONC. SIDE 6" O.C. 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. 2O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. e> .5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 32"x32"x12" dp wl #5's EQUALLY SPACED EA. 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 42"x42"x12" dp w/#5's EQUALLY SPACED EA. 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. �5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. 4O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 48"x48"x16" dp w/ #5's EQUALLY SPACED EA. 4A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 48"x48"x24" dp w/ #5's EQUALLY SPACED EA. 4B WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 52"x52"x12" dp w/ #5's EQUALLY SPACED EA. 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. 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 54"x54"x24" dp w/#5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 60"x60"x16" dp w/#5's EQUALLY SPACED EA. O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 66"x66"xI6" dp w/95's EQUALLY SPACED EA. 5.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 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. DP a- oo 26'-0" o z 14'-0" 8" 12'-4" Iw a:: U 12'4" 8" 2 EI EI ® M 0 E9 L _i 2 1`�m O ~ U� PAVERS MF01 91 Il 09 M MF1 ID S3 0 -1 n 0'-0" FIN. FLR. 5 I b v 3-1/2" THICK CONC. SLAB W/ N o WELDED WIRE FABRIC OR FIBER MESH AS INDICATED IN n FOUNDATION NOTES #2 I 19'-71/2" 3'-0" 5-31/2" 12'-1" I ® [II I �I I �II 2.6 3.5 F1 F M Co L.— El I � r _ o I FO i 19'-6 1/4" I T 6'-7 3/4" S3 4'-8" ® I lB�/ JFO LT \t S3 16'-101/2" 0 — S3FO 4'-11 1/2" +ii o I O0 1/2, 1111 I c w 16_6,. 2.6 I J-wjl I I O MFO S3 I � I FO ii I S3 II MFO S3El N 7 _ T'-8" vI U/ N n2'-5 v LLEl I 1/2" 25-6 1/2" MF11 FO S3 (2 -STORY FTG.) N F Z::O = LL b FO I — S3 I— t0 a cO �LL m S3 p D PAVERS LL 2.6 _ I 10'4' 18,_4" IL CO N N MF02 S3 I D1 0 M 3.5 0 EI El MM I — SIM. TOP HORIZONTAL DOWEL J ® I- @ TOP OF. MAIN o I I q 2 HOUSE CMU WALL F1 SIA MF13 sell 1 �MFID1 S3 S3 CV ^ / 3 Y S2A DO 4.. DO DO D D DO D 8" 10'-4" T-4" 8 -0 8" V-4" 16'-0" V-4" 4" 11'-4" 10'-0" 18'-8" 40'-0" Eo 0 v io N MFO1 S3 J 0 2.6 � MF S3 f— LL O I- 19 A/C a PAD co coN 2.6 /MFO2 S3 J FOUNDATION PLAN 1 /4"=1'-0" FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. REFER TO FBC-R CURRENT EDITION SECTION R506.2.3 FOR REQUIRED LOCATIONS 2, PROVIDE 4" 250OPSI CONC. SLAB W/ 6x6XWI.4XWI.4 WELDED WIRE FABRIC (WWF) PLACED IN MIDDLE TO UPPER 1/3 OF SLAB DEPTH OVER 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWF, WHEN FIBER MESH MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION). 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 30". 4, CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUTARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET 33 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - D1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. 15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE --- STOP --- CONTACT E.O.R. PRIOR TO CONSTRUCTION 16. ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTING SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OF THE FOOTING WILL BE MEASURED FROM THE LOWEST SLAB ELEVATION MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE CONDITIONS AND/OR LOCATIONS. CONTRACTOR TO FIELD VERIFY ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT REQUIREMENTS ARE MET. FOOTING SCHEDULE 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. 1O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 12"x24"x12" dp w/ #5's EQUALLY SPACED EA. 24" SIDE @3" O.C. & MIN 1A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN (3) #5 PARALLEL TO 12" BARS & 3" MIN. COVER TO EDGE OF CONC. SIDE 6" O.C. 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. 2O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. e> .5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 32"x32"x12" dp wl #5's EQUALLY SPACED EA. 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 42"x42"x12" dp w/#5's EQUALLY SPACED EA. 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. �5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. 4O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 48"x48"x16" dp w/ #5's EQUALLY SPACED EA. 4A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 48"x48"x24" dp w/ #5's EQUALLY SPACED EA. 4B WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 52"x52"x12" dp w/ #5's EQUALLY SPACED EA. 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. 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 54"x54"x24" dp w/#5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 60"x60"x16" dp w/#5's EQUALLY SPACED EA. O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 66"x66"xI6" dp w/95's EQUALLY SPACED EA. 5.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. W I- Q 0 z O F-- ry U U) W 0 Of Z U o °4 Q aso LL ° Z Ww U r w F- JW Z)(0 ^ O ® J UwzaM ZzQOL LLL' N W I- -6F-10 —J J O D Y o ZQO�:ELU o Z LL OOZI=-WYO33 W U¢�w¢a3 Q� = z�0� 3 U) OLL 0 � e O N F- 0 J W Q LLI o O J LU W W Qza. Oma W �U)❑ 0O HOZ CL STRUCTURAL ENG: BED -STRUCT: DP a- oo CC o z o? N O O;hJ AS INDICATED Iw a:: U %yam v�<i -:0 Q z of 1`�m O IIII?? LL W I- Q 0 z O F-- ry U U) W 0 Of Z U o °4 Q aso LL ° Z Ww U r w F- JW Z)(0 ^ O ® J UwzaM ZzQOL LLL' N W I- -6F-10 —J J O D Y o ZQO�:ELU o Z LL OOZI=-WYO33 W U¢�w¢a3 Q� = z�0� 3 U) OLL 0 � e O N F- 0 J W Q LLI o O J LU W W Qza. Oma W �U)❑ 0O HOZ CL STRUCTURAL ENG: BED -STRUCT: DP QC CHECK: CC JOB No. PSQ-0206293 SCALE: AS INDICATED DATE: 11/12/18 in 0 co v O v V-4" 11'-0" V-4" 11 'Ir SYMBOLS LEGEND ® INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60#5 CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.) a INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM. m INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT GRADE 60 #5 CONT. FT.G TO TIE BEAM. (1) # 5 @ TOP, BOTTOM❑ & @ 24" O.C. VERTICALLY BETWEEN COLUMN & MAIN HOUSE CMU FILLED CELL (1) # 5 @ TOP, BOTTOM & @ 24" O.C. VERTICALLY BETWEEN COLUMN & MAIN HOUSE CMU SECTION VIEW D1 MASONRY COLUMN TIE IN (1) CONT. # 5 FROM TIE BEAM TO FOOTING MASONRY WALL REINFORCING PER PLAN (TYP). W Q COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. U STRUCTURALENG: BED W DRAFTING: !Y F=- -STRUCT: DP U QC CHECK: CC H U JOB No. PSQ-0206293 J Q F - SCALE: AS INDICATED DOWEL PLACEMENT PLAN DATE: 11/12!18 W S2A 1/4"=1'-0" S2 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. (1) #5 FROM FTG. TO W BOND BEAM IN FULLY <I� GROUTED CELL. PLAN AND BEARING SPLICE TO BE MIN. 30" 4 (2) #5 BARS @ TOP WALL SCHEDULE WHEN MONO DEPTH MASONRY WALL I. EXCEEDS 26". IF SEE PLAN I DEPTH IS LESS THAN CONCRETE SLAB PER 26", THESE BARS ARE FOUNDATION PLANIla NOT REQUIRED #3 STIRRUPS @ DOOR LOCATIONS. 48" O.C. WHEN — MONO DEPTH °` I c EXCEEDS 26", IF = —) I I GRADE I ? DEPTH IS LESS = Z -1 11=1 I I III -111=1 I --III= THAN 26" _ _— O 4 II THESE BARS I—_ 11=1_I �I'a °.,I a I II I o M ARE NOT REQ'D r.I °a (2) #5 BARS CONT. I 11 -- I— I=1 I 1-1 I I W/ 3" COVER TYP. . • CLEAN COMPACTED 8" 1'-4" FILL @ 95% STANDARD EXTEND SLAB OUT 1 1/2" AT DENSITY ALL REINFORCEMENT SHALL 90 -DEGREE #5 HOOK MAINTAIN 3" CLEAR TO GRADE GRADE AND CLEAR TO WHERE 2ND STORY OCCURS, FTG ANY FACE EXPOSED TO SHALL BE V-4" WIDE W/(3) #5 BARS WEATHER FOUNDATION PLAN F01 TYPICAL EXTERIOR FOOTING 3/4"=1'-0" #5 BARS CONT. W/ _ 3" 8" 8" 8' 8" 3' COVER TYP. WHERE 2ND STORY OCCURS, FTG SHALL BE V-8" WIDE W/(3) #5 BARS F06 FOOTING AT INTERIOR BEARING 3/4"=1'-0" W 2x BRG WALL PER BOND BEAM IN FULLY U) PLAN AND BEARING GROUTED CELL. W WALL SCHEDULE SPLICE TO BE MIN. 30" U 2x P.T. BASE PLATE CLEAN COMPACTED W WHEN MONO DEPTH FILL @ 95% STANDARD I I z DENSITY DOOR LOCATIONS. CONC. SLAB PER M I I FOUNDATION PLAN FOUNDATION PLAN . ' = Z -1 11=1 I I III -111=1 I --III= v v z M i=1 I I I I I=i I — I I I- III_ I #5 BARS CONT. W/ _ 3" 8" 8" 8' 8" 3' COVER TYP. WHERE 2ND STORY OCCURS, FTG SHALL BE V-8" WIDE W/(3) #5 BARS F06 FOOTING AT INTERIOR BEARING 3/4"=1'-0" (1) #5 FROM FTG. TO W TIE BEAM SPLICE TO� BOND BEAM IN FULLY U) MASONRY WALL GROUTED CELL. W SEE PLAN SPLICE TO BE MIN. 30" U (2) #5 BARS @ TOP �i0' z W WHEN MONO DEPTH NOTE: AT FRENCH I I z CHAIR BLOCKS. DOOR LOCATIONS. DEPTH IS LESS THAN M I I CONTRACTOR TO FOUNDATION PLAN REINFORCEMENT SEE NOT REQUIRED VERIFY WITH DOOR v v z M MANUF. FOR SLOPE REQUIRED RECESS FOUNDATION PLAN r.I °a THRESHOLD PER MFR'S. I GRADE i i SPECIFICATIONS THRESHOLD PER co MANUFACTURER'S EXTEND SLAB OUT 1 1/2" AT SPECIFICATIONS FRONT ENTRY DOOR & GARAGE 90 -DEGREE #5 HOOK ENTRY SWING DOOR GRADE rn BARS AT CORNER, OR CONC. SLAB PER w CORNER. SEE PLAN FOUNDATION PLAN °' d { w I I I ` z p o 26", THESE BARS ARE EXCEE 17-1 I I I DEPTH EXCEEDS 26" (2) #5 BARS CONT. IF DEPTH IS LESS DEPTHDISLES SF o SLOPE PER DOOR MANUFACTURER SLOPE EXT. SURFACE LIT OR GRADE 1/8" PER FOOT AWAY FROM °' 'I. ' BUILDING 1/2" FIBER EXPANSION AS REQUIRED F11 EXTERIOR DOOR POURED SILL 3/4"=1'-0" —COPYRIGHT MCD 2015: The information contained in this docum( (1) #5 FROM FTG. TO ALL FOUNDATION TIE BEAM SPLICE TO� BOND BEAM IN FULLY BE MIN. 30" GROUT MASONRY WALL GROUTED CELL. AND ALL OTHERS TO SEE PLAN SPLICE TO BE MIN. 30" SHOWER SIZE (2) #5 BARS @ TOP �i0' z it WHEN MONO DEPTH W I I EXCEEDS 26". IF CHAIR BLOCKS. #5 CONT. DEPTH IS LESS THAN CONCRETE SLAB PER > I I 26", THESE BARS ARE FOUNDATION PLAN REINFORCEMENT SEE NOT REQUIRED VARIES v v z M SEE PLAN I g `� FOUNDATION PLAN r.I °a _ -11177--7 I GRADE i i d< <° co ° IH #3 STIRRUPS @ _ — I 90 -DEGREE #5 HOOK . L� °' GRADE z BARS AT CORNER, OR 48" O.C. WHEN � I CORNER. SEE PLAN II °' d { MONO DEPTH I I I ` z p o 26", THESE BARS ARE EXCEE 17-1 I I I DEPTH EXCEEDS 26" (2) #5 BARS CONT. IF DEPTH IS LESS DEPTHDISLES SF o I -1I ..I _° '�°�I ° LIT FO FOOTING @ SHOWER AT MASONRY THAN 26" °' 'I. ' O I THESE BARS THICKENED EDGE ARE NOT REQ'D I III=III=III' CLEAN COMPACTED (2) #5 BARS CONT. FOOTING PER MF08 ON FILL @ 95% STANDARD W/ 3" COVER TYP. 8" 1'4" DENSITY ALL REINFORCEMENT SHALL MAINTAIN 3" CLEAR TO WHERE 2ND STORY OCCURS, FTG GRADE AND 1-1/2" CLEAR TO CONC. SLAB OR°° SHALL BE V-4" WIDE W/(3) #5 BARS ANY FACE EXPOSED TO ° LU WEATHER PAVERS PER PLAN PITCH F02 TYPICAL GARAGE CURB FOOTING I a ' 3/4"=1'-0" (1) #5 FROM FTG. TO ALL FOUNDATION TIE BEAM SPLICE TO� REINFORCEMENT SHALL BE MIN. 30" GROUT MAINTAIN 3" CLEAR TO GRADE CELL SOLID AND ALL OTHERS TO II SEE PLAN FOR MAINTAIN 1-1/2" CLEAR TO SHOWER SIZE ANY FACE EXPOSED TO �i0' z TOP COURSE TO BE WEATHER I I 0. ° ... CHAIR BLOCKS. #5 CONT. P ,' OPTIONAL CURB BY ENTIRE BASE TO BE REINFORCEMENT SEE BUILDER IS" v v z M CONC. SLAB PER I g `� FOUNDATION PLAN r.I °a _ -11177--7 I GRADE i i d co ° IH J 90 -DEGREE #5 HOOK " °. I BARS AT CORNER, OR d. ° ° I ° ° I. CORNER. SEE PLAN BARS @TOP °' d { WHEN MONO DEPTH — EXCEEDS 26". IF _ -III III -1'-4" I I DEPTH IS LESS THAN 26", THESE BARS ARE #3 STIRRUPS @ 48" NOT REQUIRED O.C. WHEN MONO DEPTH EXCEEDS 26" (2) #5 BARS CONT. IF DEPTH IS LESS W/ 3" COVER TYP. THAN 26" THESE BARS ° ARE NOT REQ'D FO FOOTING @ SHOWER AT MASONRY 3/4"=1'-0" FILLED CELL PER PLAN GARAGE TOP VIEW @ CORNER CONC. SLAB PER FOUNDATION PLAN GARAGE WALL BEYOND DRIVEWAY BY �4„ / BUILDER- CONCRETE OR PAVERS y 4 ° CLEAN COMPACTED 911— 1 III=1 I—_ I-1 I I FILL @ 95% STANDARD — _I I —III III DENSITY 4„ 8, 8" x 8" THICKENED EDGE W/ (1) #5 CONT. W/ 3" COVER, TYP. F13 THICKENED EDGE @ GARAGE DOOR 3/4"=1'-0" int is copyrighted and is the exclusive property of MONTA CONSULTING & I (1) #5 BAR CONT. W/ 3" COVER TYP. CONC. SLAB PER FOUNDATION PLAN w > ;4j CLEAN COMPACTED FILL @ 95% STANDARD DENSITY F03 NON-BEARING SLAB STEP DOWN 3/4"=1'-0" CONC. SLAB PER 8"x12" THICKENED FOUNDATION PLAN SLAB W/ (1) #5 CONT. W/ 3" COVER TYP. GRADE _ o 1 1 I I I=1I - -1 I I-1 I I-1 I I I L L II I I 11= 8" FFF THICKENED EDGE CLEAN COMPACTED FILL @ 95% STANDARD DENSITY 8" C.M.U. FINISH PER ELEV. FINISH FLOOR z PENETRATING PIPE MAX. 4" cV IF BEARING WALL HOLD BRG WALL BACK ABOVE - WALL SO GYP FINISH IS 2x BRG WALL PER ANCHOR TO HAVE MIN. FLUSH W/ PLAN AND BEARING 7" EMBEDMENT BELOW MIN 5" FOUNDATION BELOW WALL SCHEDULE LOWEST STEP OF CONC. SLAB PER Ii CURB FOUNDATION PLAN I, (1) #5 CONT. W/ 1-1/2" w M w COVER TYP. z it ¢ � ¢ � > I 2x P.T. BASE PLATE CONCRETE SLAB PER a g > g FOUNDATION PLAN da . a. ° I.: . _ _III -11Z °. ° ao : d =1 -1 _ _III III- 11=I I I _=III I _=1 I I „I I I I; 1 � 1-1 I -11 III- III I „1 � 1 -III 8" 16" (2) #5 BARS CONT. W/ 6" 8" 8" 10" 3" COVER TYP. (2) #5 BARS CONT. W/ 3" COVER TYP. CLEAN COMPACTED CLEAN COMPACTED FILL @ 95% STANDARD FILL @ 95% STANDARD I WHERE 2ND STORY OCCURS, FTG DENSITY WHERE 2ND STORY OCCURS, FITG DENSITY SHALL BE V-8" WIDE W/(3) #5 BARS SHALL BE V-8" WIDE W/(3) #5 BARS FO DOUBLE STEP FOOTINGFO BEARING SLAB STEP DOWN 3/4"=1'-0" 3/4"=1'-0" NOTE TO CONTRACTOR: ALL REINFORCEMENT SPECIFIED IN PLAN VERIFY W/ DETAILS FOR REQ'D FOUNDATION DETAILS SHALL TIE IN TO STEEL AT 2 STORY LOCATIONS ADJACENT MONO AND/OR STEM WALL FOUNDATIONS AS SPECIFIED THIS DETAIL. MIN. 24" BEFORE g a z ANOTHER STEP b UCL IL E o ° r o o F w > d.°.'..n. LW LI 4 <' I Illllllilljl VERIFY PLAN DETAILS w p d e FOR REQUIRED #5 'I '� <: I- CONT. BARS. MAINTAIN I I III III=1 I =1 I 113"I COVER TYP. III :11 —11_16 MIN. 1. MIN. VERIFY PLAN DETAILS III—III—I I 1=1 I I—I BEND EACH CONT. #5 FOR REQUIRED #5 BAR AT STEP DOWN, CONT. BARS, MAINTAIN OR INSTALL #5 HOOK 3" COVER TYP. BARS FOR EACH CONT. BAR. LAP REBAR PER DETAIL MD08 ON LINTEL PLAN 1`09 TYPICAL STEP FOOTING DETAIL 3/4"=1'-0" CONC. SLAB PER - FOUNDATION PLAN 8" CMU - FINISH PER ELEV. FINISH FLOOR PENETRATING #5 LOOP TIE (TYP.) ° .''. GRADE PIPE. MAX 4" REFER TO— '.: FOUNDATION PLAN " —111 I -- FOR -FOR CONT. FOUNDATION PVC SLEEVE MAX INFORMATION 6" DIAMETER ? _ - 4, . a — - FOOTING PER PLAN FOOTING PER PLAN � PVC SLEEVE ? II—III=1 1 l I CLEAN COMPACTED FILL @ 95% STANDARD (FRONT VIEW) MAX 6" DIA. (SIDE VIEW) DENSITY CONTACT EOR FOR ADDITIONAL REVIEW FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS (2) #5 x 4'4" BARS CENTERED AT PIPE PVC OR SCH40 SLEEVE ° PENETRATION a as I v: III—III III—III ° -1�1—II► _ o II-1�1- �1= 1�1=_► a. ..=1�I=_►� 111=1I a II—III I I-1 -III—I °� d . a —� I I _1 o.4 1=1 I I- -1I�d :. III—III=1 I=1 I—' —I I—III I I I=1 11- °a d I —' I REFER TO — FOUNDATION PLAN _ III=III PIPE PARALLEL TO FND I -I 11 I II SEE FDN. 11 11 I -FOR CO ION —I I PLAN FOR I— INFORMATION SIZE & REINF. F14 TYPICAL FOUNDATION PENETRATIONS PIPE PERPENDICULAR TO FND 3/4"=1'-0" DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSUL F10 TYPICAL CORNER BAR DETAIL (TOP VIEW) 3/4"=1'-0" WOOD POST PER PLAN VERIFY W/ DETAILS FOR REQ'D C, i LLI FOR SIZE AND BASE STEEL AT 2 STORY LOCATIONS o Z ;,a 0 ;2 °° CONNECTION CIA J ¢ Oa zQ CoQs C) < �i0' z TOP COURSE TO BE � I I. ' . ° ... CHAIR BLOCKS. #5 CONT. P ,' I ENTIRE BASE TO BE REINFORCEMENT SEE d. ,t FOUNDATION PLAN r.I °a SEE FOR QUANTITY d CMU BASE W/ (1) #5 ° J 90 -DEGREE #5 HOOK " °. I BARS AT CORNER, OR d. ° ° I ° ° I. CORNER. SEE PLAN BEND CONTINUOUS #5 °' d { BARS AROUND °°I' CORNER. LAP REBAR . '. TO TIE INTO EXT. FTG. PER DETAIL MD08 ON �''4, LINTEL PLAN F10 TYPICAL CORNER BAR DETAIL (TOP VIEW) 3/4"=1'-0" WOOD POST PER PLAN N C, i LLI FOR SIZE AND BASE o Z ;,a 0 ;2 CONNECTION CIA J ¢ Oa zQ CoQs C) < �i0' z TOP COURSE TO BE � 0" Ir "'1111111110 ?m O CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEVATION CMU BASE W/ (1) #5 VERTICAL @ EA. CORNER. SEE PLAN FOR BASE SIZE; BARS TO TIE INTO EXT. FTG. ° BY TIE IN OR EPDXY ° ° CONNECTION I ' . .° °' 'I. ' O I 41— I m THICKENED EDGE ° > FOOTING PER MF08 ON �a :a ° I ° w THIS SHEET BEYOND ° w CONC. SLAB OR°° < ° LU PAVERS PER PLAN PITCH I a ' • —III— — I—.: °° Iaa. ° �. . d GRAD — i - SEE FOUNDATION FOR I : ,III-III—I I z d4 d PAD SIZE I'a CLEAN COMPACTEDI .= �. a°�°��-_ FILL @ 95% STANDARD 1 ..a ' '. DENSITY F1 FOOTING @ ENTRY MASONRY COLUMN 3/4"=1'-0" TING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. J z z W 0 Ww n 0 U W z s� 2° am Z z O 2 w r LuO w 0O�t- E J Z) (00 O C J O (n ^ O Q rn W z Q M Q Z ¢ O J LL N JZ J p UF 0>- ro 0 I– �0< D ZQo2w o z o= z w z E H O Ozl­-wYO WU�¢��a 3 W LL ZOOLoM O w o O d' O N Q LL o W > J OLU 2 W W Q Z 0- I– CY CO Q W (n p 0 O Z D_ aN� — i i i STRUCTURAL ENG: BED DRAFTING: -STRUCT: DP I QC CHECK: CC JOB No. PSQ-0206293 SCALE: AS INDICATED I DATE: 11/12/18 �*Wj N C, i LLI o Z ;,a 0 ;2 W ¢ o° w co '�!( FW-. 20 Q Q O d CIA J ¢ Oa zQ CoQs C) < �i0' z � 0" Ir "'1111111110 ?m O U W z s� 2° am Z z O 2 w r LuO w 0O�t- E J Z) (00 O C J O (n ^ O Q rn W z Q M Q Z ¢ O J LL N JZ J p UF 0>- ro 0 I– �0< D ZQo2w o z o= z w z E H O Ozl­-wYO WU�¢��a 3 W LL ZOOLoM O w o O d' O N Q LL o W > J OLU 2 W W Q Z 0- I– CY CO Q W (n p 0 O Z D_ aN� — i i i STRUCTURAL ENG: BED DRAFTING: -STRUCT: DP I QC CHECK: CC JOB No. PSQ-0206293 SCALE: AS INDICATED I DATE: 11/12/18 �*Wj THE GROUT IS LEVEL METAL LATH OR WIRE SCREEN WITH TOP OF BLOCK FOR AT CORNERS PROPER TRUSS/ FLOOR PROVIDE SYSTEM BEARING (MIN 3") STANDARD #5 REBAR IS HOOK BAR. LAP INDICATED IN OTHER BARS INTO n CORNER AS REQ'D 1. a - PRECAST "U" METAL LATH OR WIRE SCREEN LINTEL W/ 3000 OVER COURSES NOT REQ'D psi CONC. PER TO BE FILLED. (SHEET METAL LINTEL PLAN. IF & PAPER FELT PROHIBITED) REBAR IS ° O Ia. INDICATED IN BEND O LINTEL, #5 TO BE HOOK PER HOOKED INTO MD08 SIDE VERTICALS ' .rl 4 d. INDICATE - HOOK INTO IV 12� 0 g°pW g U- w TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL W/ 3000 psi CONC. W/ (1) #5 DIA. REBAR DO TYPICAL MASONRY CONSTRUCTION 3/4"=1'-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO - ;.• .; SEE DOWEL PLAN FOR FILLED CELL t INFORMATION. MIN. (1) IS REQUIRED ON :.LINTEL PER PLAN EITHER SIDE OF r .... .'.: _�• ....:.: •.. ...:: .. .:...':. OPENING U.N.O. TRANSOM OPENING FRAME INFILL AROUND \ " WINDOW BY BUILDER SEE WF01/SD3 FOR I MORE INFO 1 DOOR OR WINDOW OPENING MAX 4'-0" REFER TO DESIGN ,I PLANS FOR REQUIRED IN -FILL FRAMING DIMENSIONS (2) 2x8 SYP #2 P.T. WOOD HEADER TURNED SIDEWAYS. ATTACH (2) 2x8 SYP #2 P.T. HEADER TO MASONRY WALL W/ SIMPSON HU28-2 OR HUC28-2 HANGER @ EA. END. USING (14) 1/4" DIA. x2 3/4" TAPCONS &(6) 10d NAILS INTO HEADER. NAIL EACH PLY AND EACH ADDITIONAL HEADER PLY W/ (2) ROWS OF 10d NAILS STAGGERED @ 6" O.C. AND MIN. 2" FROM ENDS. DO LINTEL W/ TRANSOM DETAIL 3/4"=1'-0" < all NO Qt aN- IY I d GRADE 40 TYPI I ° ° O Ia. BAR SIZE BEND O LENGTH BOTTOM STEEL IN LINTEL IF d g LU .rl 4 "B„ „C, INDICATE - HOOK INTO .--°—r— 6'-2" 488 991/991 2661 /2143 5681/2698 6472/3685 �D„ #3 z VERTICAL CELLS PER MD08 , a f 41/4 9114 24 #4 I 55/8 91/2 .. �°— ad 55/8 12112 ng 5 ROUGH OPENING PER PLAN t° ` — = = 33/4 LLI 40 #6 3 3/4 8 1/16 14 STD. 90 DEGREE ANGLE 3000 psi IL °I. WHEN WINDOW OPENING IS #7 4 3!8 CONC. W/ (1) #5 DIA. REBAR _ a LARGER THAN 8'-0" THE COURSE 56 8F8-OB/1T O C7 ° O UNDER THE WINDOW SILL IS TO 0 8R30-0B/1T BE A KNOCK OUT COURSE W/ (1) ° #5 REBAR AT TOP MIN. (1) REQ'D 8" x 8" x 16" CMU U.N.O. z p . <l d ° #5 CONT. BAR TO HOOK INTO FILLED CELLS AT EACH END AND 4 FILLED CELLS ARE TO BE PLACED a°I I INDICATES FILLED CELL FROM FTG. TO TIE BEAM W/ (1) #5 BAR W/ 3000 psi CONC. SEE < . a AT 32" O.C. YNDER WINDOW ad . C.M.U. BOTTOM REINFORCING PROVIDED MD08 FOR LAP INFO. DO TYPICAL MASONRY CONSTRUCTION 3/4"=1'-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO - ;.• .; SEE DOWEL PLAN FOR FILLED CELL t INFORMATION. MIN. (1) IS REQUIRED ON :.LINTEL PER PLAN EITHER SIDE OF r .... .'.: _�• ....:.: •.. ...:: .. .:...':. OPENING U.N.O. TRANSOM OPENING FRAME INFILL AROUND \ " WINDOW BY BUILDER SEE WF01/SD3 FOR I MORE INFO 1 DOOR OR WINDOW OPENING MAX 4'-0" REFER TO DESIGN ,I PLANS FOR REQUIRED IN -FILL FRAMING DIMENSIONS (2) 2x8 SYP #2 P.T. WOOD HEADER TURNED SIDEWAYS. ATTACH (2) 2x8 SYP #2 P.T. HEADER TO MASONRY WALL W/ SIMPSON HU28-2 OR HUC28-2 HANGER @ EA. END. USING (14) 1/4" DIA. x2 3/4" TAPCONS &(6) 10d NAILS INTO HEADER. NAIL EACH PLY AND EACH ADDITIONAL HEADER PLY W/ (2) ROWS OF 10d NAILS STAGGERED @ 6" O.C. AND MIN. 2" FROM ENDS. DO LINTEL W/ TRANSOM DETAIL 3/4"=1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) NO -SHEAR WALL T OPENING GRADE 40 TYPI AL SHEAR WA L SEGMENT 8” UNFILLED BAR SIZE BEND O LENGTH ' BEND 0 LENGTH LAP SPLICE 3'-2" 1217 1 2165/1969 6113/2931 1 8672/4576 10000/6224 .rl 4 "B„ „C, �D, .--°—r— 6'-2" 488 991/991 2661 /2143 5681/2698 6472/3685 DO TYPICAL MASONRY CONSTRUCTION 3/4"=1'-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO - ;.• .; SEE DOWEL PLAN FOR FILLED CELL t INFORMATION. MIN. (1) IS REQUIRED ON :.LINTEL PER PLAN EITHER SIDE OF r .... .'.: _�• ....:.: •.. ...:: .. .:...':. OPENING U.N.O. TRANSOM OPENING FRAME INFILL AROUND \ " WINDOW BY BUILDER SEE WF01/SD3 FOR I MORE INFO 1 DOOR OR WINDOW OPENING MAX 4'-0" REFER TO DESIGN ,I PLANS FOR REQUIRED IN -FILL FRAMING DIMENSIONS (2) 2x8 SYP #2 P.T. WOOD HEADER TURNED SIDEWAYS. ATTACH (2) 2x8 SYP #2 P.T. HEADER TO MASONRY WALL W/ SIMPSON HU28-2 OR HUC28-2 HANGER @ EA. END. USING (14) 1/4" DIA. x2 3/4" TAPCONS &(6) 10d NAILS INTO HEADER. NAIL EACH PLY AND EACH ADDITIONAL HEADER PLY W/ (2) ROWS OF 10d NAILS STAGGERED @ 6" O.C. AND MIN. 2" FROM ENDS. DO LINTEL W/ TRANSOM DETAIL 3/4"=1'-0" < 4 Q a. a + a C m_ a: a' a ' � a. LAP SPLICE EMBEDDED STANDARD 90° HOOK DO REBAR SPLICE DETAIL 3/4"=1'-0" C STANDARD 180° HOOK #3=2%" #4=2%" #5=2Y2' #6=3" #7=3%Z' PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING 11'-0" 11'-0" PRECAST LINTEL LOAD TABLE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) BEARING WALLS VERIFY STANDARD LINTELS GRADE 40 H STANDARD LINTEL NOTES GRADE 60 8” UNFILLED BAR SIZE BEND O LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 3'-2" 1217 1 2165/1969 6113/2931 1 8672/4576 10000/6224 "A" "B„ „C, �D, �A""B"„C„ 6'-2" 488 991/991 2661 /2143 5681/2698 6472/3685 �D„ #3 17/8 41/4 7 15 21/4 41/4 9114 24 #4 21/2 55/8 91/2 20 3 55/8 12112 32 #5 31/8 7 11314 25 33/4 7 15 1/2 40 #6 3 3/4 8 1/16 14 30 41/2 81/16 18112 48 #7 4 3!8 9 13/16 16 1/2 35 5114 9 13/16 21 3/4 56 < 4 Q a. a + a C m_ a: a' a ' � a. LAP SPLICE EMBEDDED STANDARD 90° HOOK DO REBAR SPLICE DETAIL 3/4"=1'-0" C STANDARD 180° HOOK #3=2%" #4=2%" #5=2Y2' #6=3" #7=3%Z' PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING 11'-0" 11'-0" PRECAST LINTEL LOAD TABLE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE -CRETE, QUALITY, LOTTS, &POWERS STEEL BEARING WALLS VERIFY STANDARD LINTELS HGT. W/ ARCHITECTURAL H STANDARD LINTEL NOTES -LEAR OPENING 8” UNFILLED 8F8-1 B / 8F8-0B18F16-1 B / 8F16 -OB 8F24-1B/8F24-0B 8F32-IB/8F32-0 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" NOMINAL BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 4" NOMINAL BEARING EA. END 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN, 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 1'-6" 1 2231 1 3069/3069 6113/6113 1 8974 / 8974 10000 / 10000 2'-2" 1 1783 1 3069/3069 6113/5163 1 8974/8054 10000 / 10000 2'-8" 1 1343 1 2693/2561 6113 / 3820---F-8974/5961 10000/8107 3'-2" 1217 1 2165/1969 6113/2931 1 8672/4576 10000/6224 T-4" 1006 1 1663/1349 5365 / 1999 1 7342/3123 10000 / 4249 4'-0" 860 1 1651/1349 5365/1999 7342/3123 10000/4249 4'-6" 710 1423 / 1105 4360116 6036 / 2549 8328/3470 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 6'-2" 488 991/991 2661 /2143 5681/2698 6472/3685 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 9'-2" 315 618/535 1533/1247 2781/1946 4754 / 2489 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 10'-8" 277 492/352 1 1254/1132 2193 / 1567 3552/2003 255 471 /352 1075! 1075 1838/1567 2883/2003 12'-0" 239 418/297 1 1075/1045 1838/1446 2883/1848 12'-8" 0 369/261F 1002/984 1697/1361 2630/1738 13'-4" 0 328/0 1 1234/0 1779/0 2662/0 MATERIALS 14'-0" 0 292/0 1 1160/0 1 1660/0 2439/0 16'-0" 0 284 / 0 950/0 1 1379/0 1997/0 1. 1`0 PRECAST LINTELS = 3500 PSI. 2. fc PRESTRESSED LINTELS = 6000 psi. 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI. 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. 18'-0" 0 211/0 75010 1177/0 1676/0 18'-8" 0 14210 59810 1114/0 1468/0 20'-0" 0 180/0 59810 1024/0 144110 20'-8" 0 114510 550/0 981/0 1376/0 22'-8" 0 1 110/0 1 450/0 824/0 1147/0 RECESSED LINTELS -FILLED CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1B/8R22-0B 2'-4" 1694 / 1694 3725 13280 5499/5421 2'-8" 1425/1425 3343/3280 4933/4933 3'-0" 1230/1230 2769/2769 4085 / 4085 T-4" 1 1081/920 1 2769 / 1716 4085/2839 4'-4" 846/833 2121/1716 3127/2839 5'-4" 664/572 1761/1761 2595/2595 6'-4" 526/434 1539/1539 1329/2267 T-4" 480/322 1334/1334 1964/1552 g'-4" 415/235 1152/1152 1694/1552 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. LINTEL DESIGNATION SCHEDULE MARK LINTEL REQUIREMENTS F =FILLED WITH GROUT U = UNFILLED R =RECESSED &FILLED WITH GROUT QUANTITY OF #5 REBAR @ 8F16-1B/1T BOTTOM OF LINTEL CAVITY - QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT TYPE DESIGNATION NOMINAL WIDTH O 8R6-0B/1T O 8F8-OB/1T O 8R14-1B/1T ° O 8F16-1B/1T UMIN. OMIN. 6-01116'-0 IF - WALL LEGEND = 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY = 11'-0" T.O.M. HGT. W/ ARCHITECTURAL H PLAN U.N.O. OR LINTEL LtS1�t11t = KNEE WALL 0 PER PLAN 8F20-1B/1T LINTEL PLAN O 8R14-0B/1T O 8F16-0B/1T 1-1/2" CLEAR H F- O DP 0 cO 8F20-1B/1T QC CHECK: ¢w F = _ #5 REBAR AT TOP MIN. (1) REQ'D U) H O 8F20-0B/1T U � Q Z g Z a C.M.U. GROUT #5 REBAR AT BOTTOM OF LINTEL O 8R22 -18/1T O 8F24-1B/1T DATE: 11/12/18 Q I CAVITY BOTTOM REINFORCING PROVIDED W 0 8822-OB/1T 8" 7-5/8" ACTUAL NOMINAL WIDTH IN LINTEL (VARIES) O 8F24-0B/1T FILLED O 8R30-1B/1T O 8F32-1B/1T 1-1/2" CLEAR F. 0 8R30-0B/1T Qw _ - #5 REBAR AT TOP MIN. (1) REQ'D 0 8F32 -0B/1T U Q z g 90 'z fi fi C.M.U. BOTTOM REINFORCING PROVIDED O 8F38-1B/1T O 8F12-1B/1T O 8F40 -1 B/1T 8" 7-5/8" ACTUAL NOMINAL WIDTH UNFILLED IN LINTEL (VARIES) Ow 8F28-1B/1T O 8F40 -0B/1T C14 -j u�i FW- 1-1/2" CLEAR z _ = J ~a E ❑ #5 REBAR AT TOP MIN. (1) REQ'D Lu o z w w L TOP KNOCK OUT/ LINTEL BLOCK W O U) w COURSE - I—X� co CC) 0 F -- H' #5 REBAR AT BOTTOM MIN. (1) 3 LL REQ'D LU IW- 16 GA. POWERS STEEL BOXED a z 7-5/8" ACTUAL LINTEL 8" NOMINAL WIDTH POWERS STEEL SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 1/8"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. W I - Z O_ I- 0 0 W 0 W W N L11 N a 00 In O z co U a J � Q o �4 Z or� p Q 0 0� -j m U � g I Z U OGS e D J z� am Z� J LLiJ0^W LU ~ _ Jrn=mom o � 06 0 - N m a z OHZ> co z Q U J �0 W i -UF CO i; :D W 0 'T z<03:2W ❑=ZLLIZ Ozt-wY0 WU<Q�Qa 3 W Lo U) z�0o 0 L d' O N i— O J W Q LLo M W W O -j W W W 0 W Q Z d m Q W � U) i O Z a (L Cq _ U) I STRUCTURAL ENG: BED W DRAFTING: H -STRUCT: DP 0 QC CHECK: CC U) JOB No. PSQ-0206293 J Q SCALE: AS INDICATED F - z DATE: 11/12/18 Q W S4A OWN M_ E - WALL LEGEND 0 = 9'-4" T.O.M. = INTERIOR/EXTERIOR QC CHECK: BEARING WALLS VERIFY = 11'-0" T.O.M. HGT. W/ ARCHITECTURAL SCALE: PLAN U.N.O. OR LINTEL = KNEE WALL LL jz N O Or J PER PLAN ti r=, d0 CD LL J1 C,, XCJ3 1 CJ3 4::C CJ5 4 _ 1 C3 FO 1 XJ3 2 �) CJ5 C1 1 A7 A6 A5 r I � T7 I I V Z A4 I I I I ZK1A3 TF �1011 1II o � 717 A2 0F1 1 F1 I I F1 Al D 18 12 R I R 12 18 SD 2 D1 I F-1 FT3 H2x10 - BUCKET 4 INTO COLUMN R 13 9 31 HUC410 WU- n D2 ______a_ lL D4 iI I-------------- A 4 18 BW1 >� 18 4 B i I 1 D5A " '--------- D D5 19 5 Q U \ BW1------=L� ------ - i'N U_ ILL LL 0 --------t i �. DjDBW1 D5 S1 u--�. D C ------- I -- 41 D5T SIMPSON HGA10 BW1 B = BW1 SDI TRUSS TO ANGLED WALL D6 ® -- BW2 LL H2x10 m Q 5 19 LL O LL 2x6 #2 SYP CONT LEDGER AT LL LL LL LL LL LL FLOOR LEVEL W/ (3) 1/4" x 3 1/2" BW2 SDS SCREWS AT EACH TRUSS 18 B J1 E2 2x8 STUDS VERTICAL / DIAGONAL MAX 24" O.C. BW1 DO FO SD1 D F1 SIM. NO THREADED RODS, ATTACH TRUSS TO 1 CONTRACTOR TO INSTALL CS18 WALL BELOW W/ E3 D STRAPS FROM 2ND FLOOR TO SIMPSON DTC CLIP a 1ST FLOOR AT 16" O.C. MAX E5m m LL LL OSD01 S1E6 LL SIM. NO S1 BUCKET ENTRY D Z BLOCKING D REQ'D TRUSSES INTO FT4 CJ3H CJ2 PER TRUSS COMPANY �)o y 1 4FI 2 J1 c'Q!"1111 O II F1 FTI 1 1 MLJ1 D R G1 lo Lo I 1 (Q 4CJ3 �)hP �iis9 U )� 3 J 3CJ 4 J1 CJ v -, CJ Lo mJ U m Lo Lo J Lo Lo j L "� WALL LEGEND 0 = 9'-4" T.O.M. = INTERIOR/EXTERIOR QC CHECK: BEARING WALLS VERIFY = 11'-0" T.O.M. HGT. W/ ARCHITECTURAL SCALE: PLAN U.N.O. OR LINTEL = KNEE WALL LL jz N O Or J PER PLAN ti FIRST FLOOR FRAMING PLAN NOTE: SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND ` F COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. — / N N QC CHECK: °1�1lII11 `�� ,�,�� o"o.'•>- iii 0 PSQ-0206293 SCALE: AS INDICATED DATE: LL jz N O Or J J ti r=, d0 CD LL W f - Q 0 z 0 W U L7 W W U. a ry LL QW O -� W ("Es O.6 - W ")r (DIZ W -C I'll Z ¢ U E� - m :D10NCO' Q-1 F- ZQp_2.lii f- O<,wYo W _ U ¢ W a ¢� 2 V- F¢-2EoO z� O O o d' O N O J W a W o E W X O _j W " W W aza I- cCn m a W fA p 0 CD Z a aN� _ STRUCTURALENG: BED DRAFTING: -STRUCT: DP QC CHECK: CC JOB No. PSQ-0206293 SCALE: AS INDICATED DATE: 11/12/18 S5A HEADER SCHEDULE BEARING WOOD WALL SCHEDULE COLUMN SCHEDULE CONNECTOR SCHEDULE BEAM SCHEDULE TAG HEADER FASTENERS TAG STUD LUMBER CONNECTION & FASTENERS UPLIFT CAP. BLOCKING A (2)2X4 SPF #2 BUILT UP STUD COLUMN TAG SIMPSON CONNECTOR TYPE VALUES VALUES TAG BEAM SIZE CONNECTIONS AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE GABLE ENDS: SPACING SPECIES TOP BOTTOM (plf) 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 8d RING SHANK x 28' TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS SPF(Ib) SYP(Ib) NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF z Z .113" 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS EXTERIOR WALLS: F U w z 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. U LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. SEE WF10/SD4 FOR MORE INFO. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE HETA16 w/(9) 10dx1-1/2" NAILS OR HETA20 w/(9) 10dx1-112" 4. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND NAILS: �( TO AVOID CONFLICT. CONTRACTOR MAY USE A DIFFERENT NAIL THEN H2x6 (2)2x6 #2 SYP W/"'FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) 16d NAILS BW1 16" SPF (2)12d (2)12d NO MID -SPAN OB (3)2X4 SPF #2 BUILT UP STUD COLUMN EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV-ATIVELY NAILS. AT PARALLEL TRUSS CONDITIONS USE LTA2 FRAME TO CMU 1810 1810 CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. TO POST: SIMP. HTS20 OR MSTA18 STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL M MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER FLOOR SHEATHING TO BE 3/4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION BE IN ACCORDANCE WITH ASTM A 153. NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT TOENAILS TOENAILS UPLIFT 2 Z W E Oz -Y0 W U¢< APA SHEATHING NOTE: w/(10) 10dxl-1/12" NAILS @ 24" O.C. U.N.O. FLOOR NAILING NOTES LAYOUT 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING UNSUPPORTED TO BEAM: SIMP. HUC48 w/(R &(6)-10d NAILS H2x8 (2)2x8 #2 SYP w/Z' FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) 16d NAILS WITH (3) 10d TOENAILS. Q SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES O C (4)2X4 SPF #2 BUILT UP STUD COLUMN El (2)HETA16 OR (2)HETA20 (1)ply TRUSS (10)10d x 1 NAILS FRAME TO CMU (1)ply 2035 (1)ply 2035 B2x8 (2)2x8 #2 SYP WITH 1/2" FLITCH PLATE TO MASONRY: SIMP. HU48 OR HUC48 HU w/(6)10d NAILS & (14)'4"x23, BW2 SP4 W/(6) SP4 W/(6)O 570 pif MID -SPAN 16" SPF 10d x 1z' NAILS 10d x 12' NAILS ; (2)ply 2500 (2)ply 2500 TAPCONS H2x10 2)2x10 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) Op (2)2X6 SPF #2 BUILT UP STUD COLUMN (2)ply TRUSS (12) 16d x 1z' NAILS ON MASONRY: (1) SIMP. MSTAM24 16d NAILS BW3 16" SPF SP4 W/(6) SP4 W/(6) 570 pif 3rd. PT. El H10A w/(18)10d x 1 Z' NAILS OR FRAME TO FRAME H10A 1015 H10A 1340 ATTACH KING STUD TO HEADER w/(10) ( ) 10d x 12' NAILS 10d x 1Z' NAILS < (3)2X6 SPF #2 BUILT UP STUD COLUMN i„ (2)ply TRUSS H10A-2 w/(18) 10d x 1 z NAILS H10A-2 1070 H10A-2 1245 TO POST: SIMP. HTS20 OR L 8)164 TO BEAM: SIMP. HUC410 w/(18)16d & H2x12 2)2x12 #2 SYP w/2' FLITCH PLATE NO 1„ 16d NAILS FB W74 12" SPF (3) 12d TOENAILS (3) 12d TOENAILS UPLIFT MID -SPAN El HTS20 w/(24)10d x 12 NAILS FRAME TO FRAME 1245 1450 (2)2x10 #2 SYP (10) 10d NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) F (2)2X8 SPF #2 BUILT UP STUD COLUMN PLATE NAILS & (18)4'x24' TAPCONS 16d NAILS BW_ 12" SPF SP4 W1(6) �, SP4 W/(6) �, 760 plf MID -SPAN 5 ❑ (2)HTS20 w/(24)10d x 11" NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 ON MASONRY: (1) SIMP. MSTAM24 10d x 12' NAILS 10d x 12' NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) O (3)2X8 SPF #2 BUILT UP STUD COLUMN 16d NAILS BW6 12" SPF760 SP4 W/(6) SP4 W/(6) plf 3rd. PT. El H2.5A w/(10)8d FRAME TO FRAME 535 600 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. ATTACH KING STUD TO HEADER w/(10) 10d x 12 NAILS 10d x 12' NAILS H (3)2X4 SYP #2 BUILT UP STUD COLUMN HUC410 w/(18)16d & H3.5x9.25 (2)1.75"x9.25" LVL 16d NAILS NO MTS12 wl(14)10d x 12' NAILS FRAME TO FRAME 860 1000 B2x12 (2)2x12 #2 SYP WITH 1/2" FLITCH (10) 10d NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d FB 16" SYP (3) 12d (3) 12d UPLIFT MID -SPAN (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) PLATE NAILS & 3 TAPCONS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) TOENAILS TOENAILS J O (2)2X6 SYP #2 BUILT UP STUD COLUMN (18)4'x24' 16d NAILS SP4 W/(6) SP4 W/(6) 8 s„ MGT w/(22)10d g EPDXY ANCHOR w/SIMP. SET -XP EPDXY FRAME TO CMU 3330 3965 ON MASONRY: (2) SIMP. MSTAM24 H3x12 (3) 2x12 #2 SYP w/ '"FLITCH ATTACH KING STUD TO HEADER w/(10) BW8 16" SYP 10d x 1;" NAILS 10d x 12' NAILS 664 plf MID -SPAN O (2)2X8 SYP #2 BUILT UP STUD COLUMN MIN. 12" EMBEDMENT PLATE BETWEEN PLIES 16d NAILS F91FRAME HTT4 w/(18)16d x 21" NAILS & 8' EPDXY ANCHOR w/SIMP. TO CMU 3640 4235 TO POST; SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & SP4 W/(6) SP4 W/(6) SET EPDXY MIN. 7" EMBEDMENT HEADER SUPPORT SCHEDULE BW9 16" SYP 10d x 1 z' NAILS 10d x 12 NAILS 664 plf 3rd. PT. L 4x4 SYP #2 POST 3i B3.5x11. (2)1.75"x11.25" LVL (10) 10d NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d SEE PLAN FOR WALL WIDTH 10 HGT-2 w/(16)10d NAILS w/ (2) 4 EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 12" EMBEDMENT FRAME TO CMU 10980 8910 25 i„ 3„ x24 NAILS & (2) OPENING SIZE JACKS @ EA. END KINGS @ EA. END FB 12" SYP 2 () 12d TOENAILS (2) 12d TOENAILS NO UPLIFT MID -SPAN O 6x6 SYP #2 POST S ON MASONRY: (2) SIMP. MSTAM24 MSTAM24 V-0" TO 3'-11" 1 1 11 HTSM16 w/(8)10d NAILS & (4) 4'x 24" TAPCONS FRAME TO CMU 1010 1175 BW11 12" SYP SP4 W/(6) SP4 W/(6)8x8 SYP #2 POST TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 4'-0" TO T-11" 2 2 1 Od x 1 Z' NAILS 10d x 12' NAILS 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 w/(18)16d & 10d NAILS 8'-0" TO 9'-11" 2 3 SP4 W/(6) SP4 W/(6) O 3-1/2"x3-1/2" ENGINEERED LUMBER COLUMN. PER B3.5x11. (2)1.75"x11.875" LVL (10) TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d BW12 12" SYP i 10d x 1z' NAILS � 10d x 1z' NAILS 885 plf W. PT. STRUCTURAL COVER SHEET 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 875 i 3 i NAILS &(18)4'x24 TAPCONS 10'-0" TO 12'-0" 3 4 Q 3-1/2"x5-1/4" ENGINEERED LUMBER COLUMN. PER ON MASONRY: (2) SIMP. MSTAM24 BW13 16' SPF SP4 W/(6) SP4 W/(6) 280 plf MID -SPAN STRUCTURAL COVER SHEET 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833p1f 928p1f STANDARD HEADER NOTES 10d x 12' NAILS 10d x 1Z' NAILS "" TO POST: SIMP. HTS20 OR LSTA18 @ 32"o.c. @ 32"o.c. R O 3-1/2x7ENGINEERED LUMBER COLUMN. PER TO BEAM: SIMP. HUC410 w/(18)16d & 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED BW14 SP4 W/(6) SP4 W/(6) 380 pif MID -SPAN STRUCTURAL COVER SHEET 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 B3.5x16 (2) 1.75"x16" LVL (10) 10d NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10 10d ) w/OUT 12" SPF 10d x 1Z' NAILS 10d x 1z' NAILS S O 3-1/2"x9-112" ENGINEERED LUMBER COLUMN. PER i 3 APPROVAL FROM E.O.R. @ 24"02C. @ 24"o2c. STRUCTURAL COVER SHEET NAILS & (18)4'x24' TAPCONS 2 HE DERSTUJA TO L RADE U.N.O. ON PLAN. 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 ON MASONRY: (2) SIMP. MSTAM24 ALL TOSGEINHER FGS OLLOWING LLUMBERD STANDARD BEARING WALL W/STRAPS NOTES O 5-1/4"x5-1/4" ENGINEERED LUMBER COLUMN. PER 3. NAIL #2 SYP HEADER PLIES TOGETHER USING: (2) ROWS OF 10d NAILS @12" O.C. ONE STRUCTURAL COVER SHEET SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X6 AND 2X8 HEADERS. (3) ROWS OF 10d 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 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. 5-1/4"x7" ENGINEERED LUMBER COLUMN. PER TO POST: (2) SIMP. HTS20 OR LSTA18 HEADERS. NAILING ABOVE IS FOR TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS. O STRUCTURAL COVER SHEET 18 s LTT20B w/(10) 10d NAILS & g EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG.OR 1290 1300 5.25x16 (3) 1.75"x16" LVL ON MASONRY: (2) SIMP. MSTAM24 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. @ 2x6 STUDS. USE X 7"x7" ENGINEERED LUMBER COLUMN. PER STRUCTURAL EPDXY MIN. 7" EMBEDMENT CMU U.N.O.FASTEN LVL PLIES TOGETHER USING (3) PER HEADER SCHEDULE. SUPPORT GC TO INSTALL SP6 AND @ 2x8 WALLS USE SP8 INSTEAD OF INDICATED SP4. COVER SHEET 19 HTT4 w/(18) 16d x 2Z' NAILS w/e' EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7" EMBEDMENT LVL / PSL COLUMNS COLUMN FTG. 3640 ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE 5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER TABLE, 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. -AT TO 4235 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. y� 3 1/2" X 11 7/8" ENGINEERED LUMBER COLUMN. PER USE 18 #10x1-1/2" SD SCREWS INSTEAD OF NAILS WF08/SD3. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. � 6. MID OR - PT. BLOCKING TO BE 2x W/(2) 12d TOENAILS EACH END. s STRUCTURAL COVER SHEET 20 ❑ (3)HTS20 w/(24)10d x 1'-z" NAILS FRAME TO FRAME 3735 4350 TO POST: (2) SIMP. HTS20 OR LSTA18 7. BASE PLATE TO BE ATTACHED TO FOOTING USING 2 J -BOLTS OR EPDXY 5 1/4" X 9 1/2" ENGINEERED LUMBER COLUMN. PER (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) ON MASONRY: (2) SIMP. MSTAM24 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. ANCHOR W/ WASHER@ 6" FROM EA. END OF BASE PLATE & WALL OPENINGS & Z STRUCTURAL COVER SHEET B3.5x20 (2) 1.75"x20" LVL 8. SEE DTL. WF09/SD2 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. AT 32" o.c. W/ 7" MIN. EMBEDMENT. USE SIMPSON SET -XP EPDXY W/ EPDXY 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 * U.N.O.FASTEN LVL PLIES TOGETHER USING (4) ANCHORS. STANDARD COLUMN NOTES ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. ROOF NOTES. 8. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D. IF BRG. EACH SIDE WALL IS INDICATED W/BW1, BW4, BW7 OR BW10. THESE WALLS ARE ONLY 22 SIMPSON HGUS 5.50110 W/ (63) 16d NAILS GIRDER TO COL./ BM 9100 4095 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE TO TONAILED/ENDNAILED TO THE PLATES & THE 2x P.T. BASE PLATE CAN BE 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD3. STANDARD BEAM NOTES BE MGT (22) 10d NAILS TO GIRDER & (1) A.T.R. HRU 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ATTACHED W/HARD CASED GUN NAILS AND WILL NOT REQ. THE ANCHOR BOLT 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD 23 O CH DBL. TOP PLT. TO INVERTED HDU5 ATTACHED TO POST. OST. FRAME TO FRAME 3300 3965 ELEVATIONS FOR BEARING HEIGHTS. ATTACHMENT INDICATED IN THE BEARING WALL NOTES. BE P.T. OR WOLMANIZED. INVERTED HUD5 TO POST w/ (14) 1/4" x 2 1/2" SDS SCREWS 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12" 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. O.C. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. ON PLAN. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS 10. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD2 U.N.O. SOLID POSTS. AT EXTERIOR CONDITIONS �+ �+ f` f\ STAN DAo D CONNECTOR N EI�TO o NOTES 2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ ON PLAN. 4x4: ABU44 w/(12)16d NAILS & 8' EPDXY ANCHOR w/MIN. 12d NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM SINGLE TOP AND P.T. BASE PLATE LEAVE 1-1/2" GAP FROM TOP PLATE TO TRUSS 11. COLUMNS WITHIN BEARING WALLS w/UPLIFT THAT DO NOT SHOW A BASE 7" EMBEDBED BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) CONNECTION: CONTRACTOR TO INSTALL SP4/ SP61 SP8 AT EACH STUD w/(MENT 12)" EPDXY ANCHOR w/MIN. x: 16d NAILS & 5s 66 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. HETA16/20, U.N.O. ON PLAN. 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 12d TOENAILS. TOP/BOTTOM AND HAVE A J -BOLT OR EPDXY ANCHOR WITHIN 6" FROM THE 7" EMBEDMENT 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE COLUMN. 12. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT E.O.R. FOR 8x8: ABU88 w/(18)16d NAILS & (2)e" EPDXY ANCHORS w/ AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. LTA2's 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP @ DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING FURTHER REVIEW. MIN. 7" EMBEDMENT OR 32"o.c.) 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT 13. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE WRITTEN ADDITIONAL LOADS: ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. 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. APPROVAL FROM THE E.O.R. A) ALL CEILING HUNG SOFFITS AND SOFFITS SIDE AND CRIPPLE STUDS AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL AND BASE PLATE U.N.O. ON PLANS. MAX. AND (2) AT EACH CORNER. WITH CABINETS AS SHOWN ON PLANS. NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE. LEAVE A 1 1/2" GAP FROM 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 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS TRUSS TO TOP PLATE AND ATTACH USING SIMPSON DTC CLIP (SEE DETAILS FOR 2 -PLY U.N.O. ON PLAN OF ALL HARDWARE BEFORE INSTALLATION. WF20 & WF21/SD2). ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR STANDARD NAIL SCHEDULE 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT (2)12d NAILS TO EACH FLOOR TRUSS. 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THISIF UPLIFT EXCEEDS 5351bs USE (2) H2.5A CONNECTORS. DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. ROOF & EXT. WALL NAILING SHEATHING NOTES STANDARD NAIL GENERAL DIAMETER/ LENGTH 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY ROOFS: TRUSSES 8d x 22' 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 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) .131" ABOVE THE GARAGE. FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED HETA16/20 O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 10d 148 " 3" STRAP LOCATION. IF DOUBLE HETA16/20 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. 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 x IF UPLIFT IS HIGHER THEN 21001bs, CONTACT E.O.R. FOR FURTHER REVIEW. PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. F TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF JOB No. PSQ-0206293 J 12d 148" x 34' z OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP SPACED NO MORE THAN 24" O.C. Q ®W Q =Q oo FLOOR F RAM I N G NOTES DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW 0 0.ZZ0 Q W AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE GABLE ENDS: GENERAL NOTES 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. 16d 162" x 3 " z 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 8d RING SHANK x 28' 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.s 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOISTITRUSS CO. NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF z Z .113" 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS EXTERIOR WALLS: F U w z 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. U LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. SEE WF10/SD4 FOR MORE INFO. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE NAILING NOTES 4. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND NAILS: �( TO AVOID CONFLICT. CONTRACTOR MAY USE A DIFFERENT NAIL THEN 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. 5. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 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, I INDICATED LONG AS IT MEETS EXCEEDS THE 6. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE DIAMETER AND LENGTH INDICATED. REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV-ATIVELY . FLOOR SHEATHING NOTES THE CONTRACTOR OR A/C SUPPLIER. TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. BUILDER NOTE. STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL M MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER FLOOR SHEATHING TO BE 3/4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION BE IN ACCORDANCE WITH ASTM A 153. NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS 2 Z W E Oz -Y0 W U¢< APA SHEATHING NOTE: EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. FLOOR NAILING NOTES LAYOUT 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING UNSUPPORTED ----STOP---- PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END U) NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL WITH (3) 10d TOENAILS. Q SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES O EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. NOTES & I W o: F CC JOB No. PSQ-0206293 J AS INDICATED DATE: z �� n' g d N Z oo I Q ®W Q =Q oo 0 0.ZZ0 Q W °._. � U) Z ® z I W o: F CC JOB No. PSQ-0206293 SCALE: AS INDICATED DATE: z F_ S6 oo W U � U) Z ® z aim Q7 U Z z Z O O W F U w z U (D W 0 r, W 00~ E F J O O U �( W 0s�0u),mq E- Z❑M 0 06 0 W ' Z W LU '^ Q O_j W A N _:DOw W N O � m ��-OQ f Z QO?�2iul o Z W❑ Z I- W O 2 Z W E Oz -Y0 W U¢< _j 3 OZ z20u� m U) 0 O Q O z ❑ W e} (j) O a N z 0 o to a LLI o W > O J W W 2 W W ❑ Z I1 Q a U) 3�� CO ~ U U) W = 0 W Y D CD Z W a } a 0. N CONNECTOR LEGEND t 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. STRUCTURALENG: BED -STRUCT: DP QC CHECK: CC JOB No. PSQ-0206293 SCALE: AS INDICATED DATE: 11/12/18 S6 H2x6 H2x6 H2x6 H2x6 H2x6 H2x6 NOTE: SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND WALL LEGEND 0 = 9'-4" T.O.M. = INTERIOR/EXTERIOR -STRUCT: BEARING WALLS VERIFY = 11'-0" T.O.M. HGT. W/ ARCHITECTURAL JOB No. PLAN U.N.O. OR LINTEL = KNEE WALL AS INDICATED PER PLAN 11/12/18 EXTERIOR FRAME WALL SCHEDULE (PARK SQUARE) WALL HEIGHTI STUD &SPECIES I INTERIOR ZONE I NSPACING PD ZONE 8'-0" 1 2x4 SPF #1/#2 1 16" O.C. MAX 16" O.C. MAX i 9'-0" 1 2x4 SPF #1/92 1 16" O.C. MAX 1 16" O.C. MAX I 1 9'-4" 1 2x4 SPF #1/#2 1 16" O.C. MAX 1 16" O.C. MAX I 10'-0" 1 2x4 SPF #1/#2 1 16" O.C. MAX 1 12" O.C. MAX EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAYBE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. ULTIMATE WIND SPEED: 140 MPH EXPOSURE: B STANDARD 2ND FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW: OPENING SITTING ON MASONRY - WS45/SD7 OPENING SITTING ON WOOD BEAM - WS46/SD7 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW DETAIL WS09/SD5 U.N.O. 4. IF SHEATHING IS NOT INSTALLED CONTINUOUS (ONE SOLID PIECE) FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF FRAME WALL, INSTALL REQUIRED SHEATHING SPLICE BLOCKING PER PLAN DETAIL WF10 AT ALL LOCATIONS AS REQUIRED. 5. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING PLAN i.e. BUILT UP COLUMNS, CONNECTORS, ENGINEERING NOTES, SHALL SUPERCEDE ANY INFORMATION SHOWN ON A STANDARD DETAIL. IF ANY ITEM IS IN QUESTION, CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. ROOF FRAMING PLAN 1 /4"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 00 C-2 co _r QO2 N C! per`J— z Q oUCo ti ¢• Q U d Q is',V� e'eee aee ' � 1Q "unu10\"s 04"o W Q 7 U Q O hvt 6 V sys Z z am Z OQ w Wv w L J� J O 0 rn 0^ E 06pWnrn P LL (�a Z " N U` w D �"� c= •� Z Q O J L N W I UFCO � c J O J O Q 0} 0 '0' O ZQ0��ui 0 F- OzF-WYOE WUQDwQT 3 LLI�<W = 1¢-0 0 U) Z v o O `L o 75 O O N H 0 J W W O J W u = W U) WC9� Q Z IL ca W �(n❑ O w GT } a O. N 'S STRUCTURAL ENG: BED DRAFTING: -STRUCT: DP QC CHECK: CC JOB No. PSQ-0206293 SCALE: AS INDICATED DATE: 11/12/18 S7A D 10'tI VERTICAL REINFORCEMENT DETAIL 1/2"=1'-0" NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL SEE FRAMING PLAN FOR BEARING WALL LOCATION SEE BEARING WALL SCHEDULE FOR REQUIREI CONNECTIONS, STUD SPACING, AND BLOCKING REQUIREMENTS ALTERNATE CONNECTIONS I.L.O. J -BOLT: 1. MIN. (6) 112"x5" TITEN HD W/ 3-1/2" MIN. EMBED. 2. MIN. (6) 1/2" ASTM F1554, Gr. 36 (OR BETTER) THREADED ROD W/4-1/2" MIN. EMBED. W/ SIMPSON SET -XP EPDXY OR EQUIV. USE 2"x2" SQUARE WASHER I 2x6xl2 P.T. SYP #2 —1 CENTER BUCK io I 1/2" J -BOLT W/ 5 1/2" EMBED. 1 1/2" 2x P.T. SYP #2 NAILER OF OPENING W/ (1) 1/4"x2-3/4" MIN. @ IN. FROM TAPCONS 24" O.C. & M FACE OF CMU 4" FROM ENDS ANCHOR NOT PERMITTED TO BE INSTALLED WITHIN 1-1/2" OF HEAD JOINT MIN. (6) 1/2" DIAMETER J -BOLTS USING 2"X2" SQ. WASHERS & 5-1/2" MIN. EMBED. AT EA. 2x6 P.T. DOOR BUCK, EA. SIDE OF OPENING. FIRST ANCHOR (BOTTOM & TOP) 8" MAX. ABOVE GARAGE F.F. & 6" BELOW TOP OF BUCK. SPACE REMAINING ANCHORS LL @ 24" O.C. MAX NOTE: CONTRACTOR TO VERIFY LUT BUCK TO CMU ATTACHMENT LOCATIONS PER GARAGE DOOR —F j LL MFR.'S WRITTEN SPECIFICATIONS � w� 0 1 —� o a[--145 DEG. BEVEL CUT 2x6 P.T. SYP #2 BUCK m Q ¢ END, 1 1/2"ABOVE I _I — SECTION GARAGE F.F., EA. SIDE T OF OPENING DO GARAGE BUCK DETAIL (MAX. 170C) 1/2"=1'-0" DO BEARING/ SHEARWALL CONNECTION TO CMU 3/4"=1'-0" PRE -CAST LINTEL PER PLAN OPENING WATERPROOFING BY BUILDER/ OTHERS WINDOW/DOOR OPENING SIZE AND LOCATION PER PLAN (TYP). MASONRY WALL PER PLAN (TYP). P.T. BUCKS PER SCHEDULE (2) 2x TOP PLATE W/ (3) 12d END NAILS TO LAST STUD TYPICAL TIE BEAM W/ 3000 psi CONC. W/(1) #5 REBAR CONT. '"(07Isle] 3 2x PT STUD OR ALTERNATE 1x PT FURRING TO CMU W/ 2x FRAMING PER PLAN TYPICAL FILLED CELL W/ 3000 psi CONC. W/(1) #5 REBAR VERT VERIFY W/ PLAN FOR REQ'D LOCATIONS CMU WALL AS REQ'D PER PLAN 4) EQ. SPACED z' TITEN HD ANCHORS W/ AIN. 1 y' EMBEDMENT FOR HOLLOW 3LOCK OR 3 1/2" EMBEDMENT FOR SOLID 3LOCK. MAX. 6" FROM TOP AND BOTTOM )R 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" ROM TOP AND BOTTOM AND 12" O.C. 3ETWEEN PT BASE PLATE P.T. BUCK FASTENER SCHEDULE _ _ r"_ 7 ""T: n W PROVIDE STANDARD HOOK SPACING # ROWS 1x4 3/16" x 2 1/4" 12" O.C. 1 1x6 3/16" x 2 1/4" (1) #5 1N TIE BEAM II ' 1x8 12" O.C. 2 MIN. 2x4 SPF #2 KNEE WALL (1) #5 BAR IN PRECAST I (2) 2x #2 SYP SEE PLAN 2x4 3/16" x 3 1/4" 12" O.C. 1 2x6 3/16" x 3 1/4" LINTEL (2)-16d NAILS @ 12" . aI1.: 12" O.C. 1 2 (2) #5's VERTICAL IN LU s. NAILING SCHEDULE GROUT FILLED CELL E j EACH STUD TO DOUBLE TOP ENTIRE COLUMN TO z w STUD TO BOTTOM PLATE it .. �• '' ':II .. 3/4"=1'-0" BE GROUT FILLED U.N.O. w U) PLAN FOR STUD SIZE & TRUSS PER PLAN SPACING. MIN (2) 2x UNDER GIRDER TRUSS VERTICAL GROUT FILLED CELL (IF U.N.O. CONNECTION i OTHERWISE SP2 CLIPS 3/4"=1'-0" REQ'D PER PLAN) EACH STUD TO BEAM KNOCK OUT COURSE NOT E: SEE MD08 ON r, .. 1 . MASONRY WALL BOTTOM PLATE F0 KNEEWALL AT MASONRY WALL LINTEL PLAN D 10'tI VERTICAL REINFORCEMENT DETAIL 1/2"=1'-0" NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL SEE FRAMING PLAN FOR BEARING WALL LOCATION SEE BEARING WALL SCHEDULE FOR REQUIREI CONNECTIONS, STUD SPACING, AND BLOCKING REQUIREMENTS ALTERNATE CONNECTIONS I.L.O. J -BOLT: 1. MIN. (6) 112"x5" TITEN HD W/ 3-1/2" MIN. EMBED. 2. MIN. (6) 1/2" ASTM F1554, Gr. 36 (OR BETTER) THREADED ROD W/4-1/2" MIN. EMBED. W/ SIMPSON SET -XP EPDXY OR EQUIV. USE 2"x2" SQUARE WASHER I 2x6xl2 P.T. SYP #2 —1 CENTER BUCK io I 1/2" J -BOLT W/ 5 1/2" EMBED. 1 1/2" 2x P.T. SYP #2 NAILER OF OPENING W/ (1) 1/4"x2-3/4" MIN. @ IN. FROM TAPCONS 24" O.C. & M FACE OF CMU 4" FROM ENDS ANCHOR NOT PERMITTED TO BE INSTALLED WITHIN 1-1/2" OF HEAD JOINT MIN. (6) 1/2" DIAMETER J -BOLTS USING 2"X2" SQ. WASHERS & 5-1/2" MIN. EMBED. AT EA. 2x6 P.T. DOOR BUCK, EA. SIDE OF OPENING. FIRST ANCHOR (BOTTOM & TOP) 8" MAX. ABOVE GARAGE F.F. & 6" BELOW TOP OF BUCK. SPACE REMAINING ANCHORS LL @ 24" O.C. MAX NOTE: CONTRACTOR TO VERIFY LUT BUCK TO CMU ATTACHMENT LOCATIONS PER GARAGE DOOR —F j LL MFR.'S WRITTEN SPECIFICATIONS � w� 0 1 —� o a[--145 DEG. BEVEL CUT 2x6 P.T. SYP #2 BUCK m Q ¢ END, 1 1/2"ABOVE I _I — SECTION GARAGE F.F., EA. SIDE T OF OPENING DO GARAGE BUCK DETAIL (MAX. 170C) 1/2"=1'-0" DO BEARING/ SHEARWALL CONNECTION TO CMU 3/4"=1'-0" PRE -CAST LINTEL PER PLAN OPENING WATERPROOFING BY BUILDER/ OTHERS WINDOW/DOOR OPENING SIZE AND LOCATION PER PLAN (TYP). MASONRY WALL PER PLAN (TYP). P.T. BUCKS PER SCHEDULE (2) 2x TOP PLATE W/ (3) 12d END NAILS TO LAST STUD TYPICAL TIE BEAM W/ 3000 psi CONC. W/(1) #5 REBAR CONT. '"(07Isle] 3 2x PT STUD OR ALTERNATE 1x PT FURRING TO CMU W/ 2x FRAMING PER PLAN TYPICAL FILLED CELL W/ 3000 psi CONC. W/(1) #5 REBAR VERT VERIFY W/ PLAN FOR REQ'D LOCATIONS CMU WALL AS REQ'D PER PLAN 4) EQ. SPACED z' TITEN HD ANCHORS W/ AIN. 1 y' EMBEDMENT FOR HOLLOW 3LOCK OR 3 1/2" EMBEDMENT FOR SOLID 3LOCK. MAX. 6" FROM TOP AND BOTTOM )R 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" ROM TOP AND BOTTOM AND 12" O.C. 3ETWEEN PT BASE PLATE P.T. BUCK FASTENER SCHEDULE CV SIZE TAPCONS SPACING # ROWS 1x4 3/16" x 2 1/4" 12" O.C. 1 1x6 3/16" x 2 1/4" " WALL STUDS W/ (2)-16d NAILS 1x8 3/16" x 2 1/4" 12" O.C. 2 MIN. 2x4 SPF #2 KNEE WALL IF OPENING PROVIDED I (2) 2x #2 SYP SEE PLAN 2x4 3/16" x 3 1/4" 12" O.C. 1 2x6 3/16" x 3 1/4" " (2)-16d NAILS @ 12" 2x8 3/16" x 3 1/4" 12" O.C. 1 2 NOTES: 1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE 4" FROM ENDS AND 12" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK. 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN THIS CASE. 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK. MAX. 2 PLIES OVER INITIAL P.T. BUCK. 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID GROUTED CMU. 6. WINDOW OR DOOR INSTALLATION BY OTHERS DO 2x BUCK DETAIL —COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D LAST STUD OF KNEE WALL CV I \ }y JOINING UP TO MAIN HOUSE KNEE WALL JOINING �/ WALLS SHALL BE ATTACHED \ = (2) 2x TOP PLATE I (2) 2x TOP PLATE TO MIN. (2) 2x FULL HEIGHT U EXTERIOR SHEATHING WALL STUDS W/ (2)-16d NAILS Q NAIL PER PLAN @ 12" O.C. ATTACHED TO MIN. MIN. 2x4 SPF #2 KNEE WALL IF OPENING PROVIDED I (2) 2x #2 SYP SEE PLAN WITH STUDS @ 16" O.C. W/ PLAN FOR STUD SIZE & FOR BEAM SIZE STRUCTURAL SHEATHING SPACING. MIN (2) 2x ON BOTH SIDES FROM TOP (2)-16d NAILS @ 12" BUILDER FRAME OF WALL TO BOTTOM OF W/ STUDS @ 16" O.C. RADIUS AS REQ'D BEAM, ATTACHED PER W/STRUCTURAL NAILING SCHEDULE OTHERWISE SP2 CLIPS OR TITEN HD @ 32" EACH STUD TO DOUBLE TOP PLATE AND SPI CLIPS EACH SIMPSON LSTA24 EACH STUD TO BOTTOM PLATE FO KNEEWALL AT DOWNSET BEAM 3/4"=1'-0" SEE ROOF SHEATHING, PLAN NAIL PER PLAN DOUBLE TOP PLATE ., SIMPSON SP4 OR SP2 @ EACH STUD PRE-ENGINEERED CV \1� % ROOF TRUSS - SEE KNEE WALL JOINING DP FRAMING PLAN FOR \ = (2) 2x TOP PLATE UP TO MAIN HOUSE SPACING U EXTERIOR SHEATHING SEE PLAN FOR Q NAIL PER PLAN CONNECTION ATTACHED TO MIN. 2x BRG WALL, SEE IF OPENING PROVIDED (2) 2x FULL HEIGHT PR�`�`� C0 PLAN FOR STUD SIZE & PER PLAN) WALL STUDS W/ SPACING. MIN (2) 2x 2x4 SPF #2 KNEE WALL (2)-16d NAILS @ 12" UNDER GIRDER TRUSS W/ STUDS @ 16" O.C. O.C. U.N.O. W/STRUCTURAL 1/2" x 8" ANCHOR BOLT SHEATHING FROM OR TITEN HD @ 32" 2x BLOCKING SIMPSON LSTA24 EACH O.C. & 6" FROM EACH STUD BOTTOM OF WALL. 2x BRG WALL, SEE PRE -ENG. ROOF PLAN FOR STUD SIZE & TRUSS PER PLAN SPACING. MIN (2) 2x UNDER GIRDER TRUSS SEE PLAN FOR U.N.O. CONNECTION fi F1 SECTION @ DOUBLE BEARING OTHERWISE SP2 CLIPS 3/4"=1'-0" PRE-ENGINEEI TRUSSES PER 24" O. C. MAX. TYP. TRUSS T( CONNECTION CONNECTION EXT. SHEATHII PER NAILING TOP OF KNEE\ OR SP2 CLIPS CLIPS AT BASE 2x BLOCKING MIN 2x4 STUDS O/C 2x P.T. PLATE 1/2" x 8" A.B. OI O.C. & 6" FROM CENTER ON Bi (2) 2x PLATE LAST STUD OF — KNEE WALL JOINING UP TO MAIN HOUSE WALLS SHALL BE ATTACHED TO MIN. (2) 2x FULL HEIGHT WALL STUDS W/ (2)-16d NAILS @ 12" O.C. SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD.CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE MIN. 2x4 SPF #2 KNEE i WALL WITH STUDS @ 16" O.C. W/ STRUCTURAL SHEATHING ON BOTH SIDES FROM TOP OF BUILDER FRAME WALL TO BOTTOM OF RADIUS AS REQ'D BEAM. ATTACHED PER NAILING SCHEDULE FO KNEEWALL AT UPSET BEAM 3/4"=1'-0" (2) 2x BUILT-UP COL. 2x BLOCKING W/ (2) 2x TOP PLATE (2) 12d NAILS @ EACH END SIMPSON LSTA30 W/ (22) 10d NAILS (ALL CORNER CONDITIONS STRAP AROUND TALLER STUD) T SEE FLOOR PLAN FOR MORE BRG. WALL INFO (2) 2x TOP PLATE ATTACH 2x TO — BUILT-UP W/(2) ROWS OF 10d NAILS STAGGERED @ 8" O.C. F1 STEP @ BEARING FRAME WALL 3/4"=1'-0" IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) STRUCTURAL SHEATHING TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE LAST STUD OF CV BEAM INTO LONG SPAN AS INDICATED ON BEAM \ J KNEE WALL JOINING DP STRAP IS NOT REQUIRED. \ = (2) 2x TOP PLATE UP TO MAIN HOUSE PT. POST (AS NOTED) U (2) 2x #2 SYP SEE PLAN WALLS SHALL BE Q I FOR BEAM SIZE (ONLY ATTACHED TO MIN. z Q IF OPENING PROVIDED (2) 2x FULL HEIGHT PR�`�`� C0 PER PLAN) WALL STUDS W/ 2x4 SPF #2 KNEE WALL (2)-16d NAILS @ 12" W/ STUDS @ 16" O.C. O.C. W/STRUCTURAL 1/2" x 8" ANCHOR BOLT SHEATHING FROM OR TITEN HD @ 32" NOTED PLAN VIEW @ TOP OF POST TOP OF WALL TO O.C. & 6" FROM EACH ABU POST BASE BOTTOM OF WALL. END o' ATTACHED PER 2x PT BOTTOM- o. NAILING SCHEDULE PLATE OTHERWISE SP2 CLIPS PRECAST LINTEL OR EACH STUD TO BEAM KNOCK OUT COURSE ABOVE AND SP1 CLIPS EACH STUD TO MASONRY WALL BOTTOM PLATE F0 KNEEWALL AT MASONRY WALL 3/4"=1'-0" CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN CV BEAM INTO LONG SPAN AS INDICATED ON BEAM \,\\irrrrtr a a SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN DP STRAP IS NOT REQUIRED. CC JOB No. PT. POST (AS NOTED) U EXT. AS NOTED cL!U !¢= Q LAP BEAM PLYS AND V z Q NAIL AS SHOWN (5) PR�`�`� C0 0.131 x 3 1/4" NAILS PER PLY HTS20 CLIP FROM POST TO BEAM EXTERIOR BEAM AS NOTED PLAN VIEW @ TOP OF POST PT POST (AS NOTED) ABU POST BASE (AS NOTED) o' 5/8" THREADED ROD w/ o. NUT SET IN ADHESIVE a �—t- SEE FOUNDATION PLAN FOR ADDITIONAL _ INFO SIDE VIEW @ BASE OF POST CD01 CORNER COLUMN FRAMING 3/4"=1'-0" CONC. SLAB - !. SEE FOUNDATION PLAN FOR MORE INFO SEE FOUNDATION_j DETAILS FOR FTG INFO RE. ELEV FOR O.H. PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION TOP OF MASONRYY SEE ARCH PLANS FOR OVERHANG INFO TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID U) W WINDOW PER > FLOOR PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN MAIN FLOOR ELEV 0'-0" VERT REINF. BEYOND MASONRY WALL PER PLAN TOP KNOCK OUT COURSE W/ (1) #5 MASONRY WALL PER CONT. PLAN F1 KNEEWALL ABOVE MASONRY WALL S01 TYPICAL ONE STORY CMU WALL SECTION 1"=1'-0" 3/4"=1'-0" 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. Lq CV DRAFTING: \,\\irrrrtr a a 00 DP QC CHECK: CC JOB No. ,ate, vii C� Z U AS INDICATED cL!U !¢= Q ° z 0' V z Q O PR�`�`� C0 W H Q W 0 II� W W z J ~ (Wi'� I— V W W U) d' O N i- 0 J Wa> _ 0 _j LU 2 W W W LLI aza 3 E 0mQ U fn W = W Y w Q O CD } d CL C%4 U • o 8 a Uag`'ow u z sy z° Z U) w W C)U T -1 0) p o 06 JO V)n� U vi z a U' w p r� � ZQ0>'u N �0~a >-Co 0 Z)UNO vm Q . Z<03 �W o ox z w z E 0ZF-wY0 < 3 U¢�<a 3 ¢-�O IOr Z co 0 L o O STRUCTURAL ENG: BED DRAFTING: -STRUCT: DP QC CHECK: CC JOB No. PSQ-0206293 SCALE: AS INDICATED DATE: 11/12/18 SIMPSON ....,. . DIAGONAL TO BEAM SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN BEAM CONNECTION SIMPSON DIAGONA PLATE SIMPSON HGA10 @ 48" 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK O.C. NOTE: ALL GABLE ADJ. BAYS @ EA. DIAL. AS SHOWN. FASTEN PLAN ATTACH PER BRACING IS TO BE ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ SHEATHING NOT REQ'D SYP#2 OR BETTER 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS TO BE CONT. @ THE REQ'D) TRANSITION FROM WASHERS (MIN. 7" WALL TO GABLE 12 PLYWOOD AND CENTERLINE OF EMBED) MIN. 6" FROM O.C. FOR FALSE BEAM TRUSS SHEATHING & J -BOLT EACH END AND 32" ATTACHMENT W/ (3) D rn� fl� o DOUBLE 2x TOP PLATE FASTEN SIDE WALL SHEATHING PER PLAN. EXT. SHEATHING; ATTACH PER PLAN FRAME WALL CONNECTION REQ'D GABLE END "L" AND/OR "T" BRACING STRONG BACK PER GABLE END BRACING CHART 2x4 SYP #2 TOP CHORD BRACING @ 16" O.C. MIN (2) TRUSS BAYS CONTRACTOR TO FIELD VERIFY WHICH BACK FROM GABLE END (MIN. 48") GABLE END CONDITION IS REQUIRED. CONTACT EOR A23 DIAGONAL TOTRUSS PER FOR ADDITIONAL INFO AS REQ'D TRUSS BOTTOM PLAN TYP. CHORD. REFER TO SIMPSON A23 @ EACH GE02 FOR REQ'D BRACE TO PLATE BRA I MAINTAIN 31/4" ROOF SHEATHING PER CNG P. - PLAN ATTACH PER CLEARANCE BETWEEN 1/2" J -BOLTS w/ 2x4 SYP #2 BOTTOM @ WALLS CARRYING 7'-4" < H < 9'-0" INSIDE FACE OF CMU WASHERS (MIN. 7" CHORD BRACING @ 16" 12 PLYWOOD AND CENTERLINE OF EMBED) MIN. 6" FROM O.C. FOR FALSE BEAM A -A. INSTALL MID -HEIGHT STRONGBACK SHEATHING & J -BOLT EACH END AND 32" ATTACHMENT W/ (3) D rn� fl� o NAILING PER viz -N- Q O.C. MAX. (9 10d TOENAILS EA. END F w PLAN SHALL TO 24" O.C. FOR F-v1=m � N MIN. (2) TRUSS BAYS JOQoro 0 u)NO0v m RUN CONT. 2x8 P.T. PLATE, CANT. SPACING TO BE BACK FROM GABLE ( J ACROSS GABLE FOR CLG. NAILING = END MIN. 48" ( ) o� TO BOTTOM OF \ v REDUCED DOWN TO W FALSE BEAM. SURFACE p m 2x TOP PLATE TO \ ATTACHED PER PROVIDE 16d NAILS 0 GABLE END W/ 12d NAILING GABLE END TRUSS TO =NAILS @ 6" O.C. _ �—' SCHEDULE PLATE @12" O.C. MAX. HGA10 @ 32" O.C. 2x4 SYP #2 FRAMING FOR FALSE \ \ BEAM @ 16" O.C., IF REQ'D W/ (4) LOCATIONS CARRYING BOTTOM CHORD/ PROVIDE12 — TIE BEAM COURSE w/ 10d NAILS @ EA. TRUSS BRACE \ SHELVING SEE CHART BELOW = TOP AND BOTTOM PERPENDICULAR 2x4 #2 SYP CMU WALL OR LINTEL (1) #5 CONT. MIN. 2x4 SYP #2 STUDS @ 16" O.C. TRUSS BLOCKING.) BLOCKING BELOW 9 = BELOW BOTTOM OF BETWEEN W/ SINGLE BOTTOM & TOP PLATE CMU WALL CONNECTION W/ (3) 10d NAILS EACH END TYP. FALSE BEAM STUDS ONLY IF FRAME DOWN 2x4 SYP #2 HORIZONTAL PER PLAN IS A SINGLE 2x BLOCKING @ 16" O.C. W/ (3) 10d IF REQ'D WIDE NAILS EACH END CLEAR SPAN CONNECTION 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING' GE01 GABLE END @ FLAT CEILING CONNECTIONS 3/4"=1'-0" (150 MPH EXP. B) 2x4 SYP #2 BLOCKING @ 48" O.C. MAX. W/ (3) 12d TOE -NAILS @ EA. ROOF SHEATHING PER END. REDUCE - PLAN ATTACH PER SPACING TO 24" O.C. ���-car NAILING SCHEDULE @ WALLS CARRYING 7'-4" < H < 9'-0" (2) 2x4 GABLE "L" BRACE. FASTEN TO EACH LOADS SUCH AS \ 12 CABINETS OR HEAVY am GABLE END TRUSS VERT. PER SECTION SHELVING A -A. INSTALL MID -HEIGHT STRONGBACK CABINETS OR HEAVY SIMPSON DTC @ EACH \ 12 �y TRUSSES AT 24" 0.( TYP. NON -LOAD BEARING WALL PER SIMPSON DTC @ 48' PLAN. STUDS @ 24" O.C. ATTACH W/ (6) E O.C. MAX. STUD NAILS (MAX. 4' SPACING TO BE VERTICAL GAP REDUCED DOWN TO BETWEEN 12" LONG 16" O.C. MAX. @ BLOCK & TRUSS < ROOF SHEATHING AND NAILING PER PLAN. SHEATHING SHALL BE CONT. FROM FIRST COMMON ROOF TRUSS TO EAVE OF O.H. CONT. 2x4 GABLE BRACING CHART HEIGHT REQUIRED "L" BRACING H < 3'-6" NO GABLE "L" BRACE REQUIRED 3'-6" < H < 7'-4" (1) 2x4 GABLE "L" BRACE. FASTEN TO EACH BEARING WALL PER X 7'-4" < H < 9'-0" (2) 2x4 GABLE "L" BRACE. FASTEN TO EACH TRUSS BLOCKING.) \ 12 (2) 2x4 GABLE "L" BRACE. FASTEN TO EACH am GABLE END TRUSS VERT. PER SECTION z A -A. INSTALL MID -HEIGHT STRONGBACK CABINETS OR HEAVY PER ASSEMBLY B -B \ 12 �y D rn� fl� o 2x4 DIAGONAL BRACE viz -N- Q O.C. MAX. STUD (6) 8d NAILS (MAX. 4' \ MAX TO 24" O.C. FOR F-v1=m � N @ 48" O.C. TO 3RD JOQoro 0 u)NO0v m F- (5) 16d NAILS SPACING TO BE \ W UQDWa BAY REQ'D w/ Q()� 3 o� W \ REDUCED DOWN TO STRONGBACK, SEE DIAGONAL LOADS SUCH AS \ CHART BRACE TO 2x4 16" O.C. MAX. @ BLOCK & TRUSS \ _ �—' NON -LOAD BEARING CABINETS OR HEAVY BLOCKING \ \ GABLE "L" BRACING. LOCATIONS CARRYING BOTTOM CHORD/ PROVIDE12 \ SHELVING SEE CHART BELOW = PERPENDICULAR O TRUSS BLOCKING.) STRONGBACK IF 9 = BELOW BOTTOM OF BRACING AND a12 MAX ATTACH TO EACH CABINETS OR HEAVY 2x BLOCKING x 12" REQ'D PER TRUSS BOTTOM DIAGONAL BRACEGABLE SHELVING. RACING BSEE W/ (2) 16d NAILS q LONG @ TRUSS q CHART GABLE BRACING @ ASSEMBLY B -B = LOCATION FOR CLIP 48" O.C. NOT REQ'D BELOW w FOR CLIP 6' FROM EAVES ATTACHMENT, @48" GABLE END o ATTACHMENT. ATTACH SHEATHING g O.C. ATTACH TO WALL TO WALL SINGLE TOP FASTEN PER K SINGLE TOP PLATE W1 X PLAN. HOLD TOP OF 'n— GABLE BRACING CHART HEIGHT REQUIRED "L" BRACING H < 3'-6" NO GABLE "L" BRACE REQUIRED 3'-6" < H < 7'-4" (1) 2x4 GABLE "L" BRACE. FASTEN TO EACH BEARING WALL PER GABLE END TRUSS VERT. PER SECTION A -A 7'-4" < H < 9'-0" (2) 2x4 GABLE "L" BRACE. FASTEN TO EACH TRUSS BLOCKING.) GABLE END TRUSS VERT. PER SECTION A -A 9'-0" < H < 18'-0" (2) 2x4 GABLE "L" BRACE. FASTEN TO EACH am GABLE END TRUSS VERT. PER SECTION z A -A. INSTALL MID -HEIGHT STRONGBACK CABINETS OR HEAVY PER ASSEMBLY B -B SECTION A -A GABLE "L" BRACING 2x4 GABLE "L" BRACE IF REQ'D SEE CHART. 10d COMMON NAILS @ 6" O.C. GABLE TRUSS VERTICAL 2ND 2x4 GABLE "L" BRACE IF REQ'D, SEE CHART SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS GABLE TRUSS VERTICAL BEYOND 2x4 GABLE "L" BRACE 2x4 ATTACHED TO EACH GABLE "L" BRACE W/ (2) 10d NAILS (1) A23 FROM STRONGBACKTO MID -HEIGHT DIAGONAL STRONGBACKTO BE — INSTALLED CENTERED ON MAX. HEIGHT OF GABLE TRUSS 2x6 10d COMMON NAILS @ - 8" O.C. GEO GABLE END BRACING WIND SPEED & EXPOSURE: 140C MAX 3/4"=1'-0" TYP. NON -LOAD HORIZONTAL BLOCK N LOCATIONS CARRYING BOTTOM CHORD/ . :C0 L. z d 0 0. y J ✓< :w m w Fc. :0 BEARING WALL PER LOCATION. ATTACH W/ 0 LOADS SUCH AS TRUSS BLOCKING.) W z ® am PLAN. STUDS @ 24" z CABINETS OR HEAVY REDUCE DTC SPACING W W O � w �y D rn� fl� o � D2 viz -N- Q O.C. MAX. STUD (6) 8d NAILS (MAX. 4' SHELVING. TO 24" O.C. FOR F-v1=m � N I- W JOQoro 0 u)NO0v m F- Q z Q O� 2 w o SPACING TO BE GA VERTICAL GAP W UQDWa WALLS CARRYING Q()� 3 o� W z M OL o O REDUCED DOWN TO BETWEEN LONG— 12"HOLD TOP OF LOADS SUCH AS 16" O.C. MAX. @ BLOCK & TRUSS _ �—' NON -LOAD BEARING CABINETS OR HEAVY LOCATIONS CARRYING BOTTOM CHORD/ � SHELVING O TRUSS BLOCKING.) BELOW BOTTOM OF CABINETS OR HEAVY 2x BLOCKING x 12" TRUSS BOTTOM 2x BLOCKING x 12" SHELVING. LONG @ HORIZONTAL CHORD. LONG @ TRUSS BLOCKING LOCATION LOCATION FOR CLIP FOR CLIP ATTACHMENT, @48" ATTACHMENT. ATTACH O.C. ATTACH TO WALL TO WALL SINGLE TOP SINGLE TOP PLATE W1 HOLD TOP OF PLATE W / MIN. (4) 8d MIN. (4) 8d NAILS. NON -LOAD BEARING NAILS. WALL DOWN 1-Z' BELOW BOTTOM OF SINGLE 2x TOP PLATE TRUSS BOTTOM SINGLE 2x TOP PLATE CHORD. F2 NON—BEARING WALL (PARALLEL TRUSS) 1/2"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use EXT. WALL / TRUSS SIMPSON LRU26Z W/ (9) 10d x 1 1/2" NAILS 2x4 SYP #2 OR PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. MAX. DESIGNED FOR SHINGLE ONLY V STRONGBACK ASSEMBLY B -B 2x8 SYP #2 LEDGER. ATTACH TO STUDS W/ (2) 1/4" x 4 1/2" SIMPSON SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS W/ (2) 1/4" x 3 1/2" SIMPSON SDS SCREWS @ 16" O.C. MAX.; TO MASONRY W/ 2x6 P.T. SYP #2 LEDGER W/ (2) 1/4" x 3 1/4" TAPCONS @ 12" O.C. SHEATHING PER PLAN 12 MIN. 2x6 SYP #2 OR SEE PRE-ENGINEERED PLAN ROOF TRUSSES @ 24" O.C. MAX. (5) 10d NAILS FOR CONV. FRAMED MEMBERS ONLY 4'-0" MAX SIMPSON LUS24 W/ L- FASCIA PER (6) 10d x 1 1/2" NAILS COMMUNITY SPECS 2x4 SYP #2 LEDGER. ATTACH TO STUDS OR BEAM W/ (2) 1/4" x 4 1/2" SIMPSON SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS W/ (2) 1/4" x 3 1/2" SIMPSON SDS SCREWS @ 16" O.0 MAX.; TO MASONRY W/ 2x4 P.T. SYP #2 LEDGER W/ 1/4" x 3 1/4" TAPCONS @ 12" O.C. D01\ TYPICAL SHED ROOF DETAIL 1/2"=1'-0" STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 #2 SYP CONT. W/ (2) 16d COMMON NAILS EA. STUD OR TRUSS MEMBER, TYP. (MAX. 24" O.C.). IF MASONRY, USE (2) 1/4" TAPCONS W/ MIN. 2" EMBED. @ 24" O.C. TRUSS OR ROOF SYSTEM WOOD/MASONRY WALL OR TRUSS, SEE D02 LEDGER @ LOW ROOF PLAN 3/4"=1'-0" duplication, or transfer of these documents without the expressed, w STUD U.N.O. SEE BEARING WOOD WALL SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET FOR MORE INFORMATION �— SP4 TOP OF CRIPPLE AT STRAP LOCATION DOOR OPENING - SP4 @ BASE OF EA. - STUD U.N.O. SEE BEARING WALL SCHEDULE ON NOTES & CONNECTORLEGEND SHEET FOR MORE INFO. (2) ROWS 12d NAILS STAGGERED @ 12" O.C. EA. FACE OR (3) ROWS 12d NAILS STAGGERED @ 12" O.C. FOR 2X10 OR GREATER HEADER LSTA30 HEADER TO STUDS U.N.O. DOWNFRAME TO DOOR SIM TO WF01/SD3 2X STUDS TYP. ATTACH JAMB STUDS PER WF08/SD3 BASE PLATE TO BE ATTACHED TO FTG USING 1/2" O J -BOLTS OR EPDXY ANCHOR @ 6" FROM EA. END OF BASE PLATE & WALL OPENINGS & 32" O.C. W/ 7" MIN EMBED. & 2" WASHER. AT SLAB STEP DOWNS, EMBED. MUST BE 7" BELOW STEP P.T BASE PLATE 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. TOP AND BOTTOM IF HEADER IS NOT FLUSH AGAINST TOP PLATE WHEN STUD LENGTH IS < 12" USE LSTA30 STRAPS AT EA. STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EA. SIDE W/ (11) 10d NAILS SP4 TOP OF CRIPPLE AT STRAP LOCATION (2) ROWS 12d NAILS STAGGERED @ 12" O.C. EA. FACE OR (3) ROWS 12d NAILS STAGGERED @ 12" O.C. FOR 2X10 OR GREATER HEADER SEE HEADER SCHEDULE FOR HEADER CONNECTION INFORMATION LSTA30 HEADER TO STUDS U.N.O. FILLING AND BILKING AS REQ'D W/ (2) ROWS OF 12d @ 16" O.C. TO HEADER LINO �E�r�II.ltilr ATTACH JAMB STUDS PER WF08/SD3 BASE PLATE TO BE ATTACHED TO FTG USING 1/2" J -BOLTS OR EPDXY ANCHOR @ 6" FROM EA. END OF BASE PLATE & WALL OPENINGS & 32" O.C. W/ 7" MIN EMBED PER BRG WALL SCHEDULE. AT SLAB STEP DOWNS, EMBED. MUST BE 7" MIN. BELOW STEP P.T BASE PLATE HEADER DETAIL NOTES: 1. UPLIFT CONNECTORS INDICATED ON THIS DETAIL ARE ONLY REQUIRED WHEN BEARING WALL HAS UPLIFT. IF FRAMING PLAN INDICATES CONNECTORS, THEY WILL SUPERCEDE THE STANDARD CONNECTORS SHOWN HERE AND THE STANDARD CONNECTORS ARE NOT REQUIRED. 2. REQUIRED NUMBER OF KING STUDS PER THE HEADER SUPPORT SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET. QUANTITY OF KING STUDS SHOWN ON FRAMING PLANS SHALL SUPERCEDE THE QUANTITY AS SHOWN ON STANDARD DETAILS. 3. JACK STUDS SHALL BE INDICATED ON FRAMING PLANS BY THE DIAMOND DESIGNATION AND SHALL BE THE BEARING SUPPORT MEMBERS FOR HEADERS. IF NO JACK STUD DESIGNATIONS ARE SHOWN, REFER TO THE HEADER SUPPORT SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET. 4. CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. THEN ATTACH ADDIT'L KINGS AS REQ'D. fi FO TYPICAL INTERIOR BEARING WALL HEADER 1/2"=1'-0" ritten consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. %%Ut till N N . :C0 L. z d 0 0. y J ✓< :w m w Fc. :0 J �! _ Z of Z F v®C) dQ 0 ...........!'V\may` O W z ® am W I -- z O f- U U7 W 0 W O N i-- 0 J W Q LLo > _j O W 2 W N W aza I— 0 m Q W �Vip ® z T � a N U) STRUCTURAL ENG: BED w DRAFTING: -STRUCT: DP P] o 0 0 a. W - V W z ® am Qz z C) W co W W O � w �y D rn� fl� o � D2 viz -N- Q W CD W o m s Z<0_jLL W Z F-v1=m � N I- W JOQoro 0 u)NO0v m F- Q z Q O� 2 w o I-- ❑=zwzE Ozr--wYO W UQDWa Lij2 Q()� 3 o� W z M OL o O 75 O N i-- 0 J W Q LLo > _j O W 2 W N W aza I— 0 m Q W �Vip ® z T � a N U) STRUCTURAL ENG: BED w DRAFTING: -STRUCT: DP QC CHECK: CC W JOB No. PSQ-0206293 Q SCALE: AS INDICATED Qz DATE: 11/12/18 co W � D2 H ZX4 bLUUt`,J, (Z) -Ib NAILS @ EA. END. BLOCK ADJ. BAYS EA.DIAG. AS SHON FASTEN ROOF SHEATHING TO BLOCKS w/8d NAIL @ 6" O.C. (5) 16d NAILS BRA( TO BLOCKING PROVIDE 2x4 BRA( TO EA. ADJ. DIAG. FASTEN TO DIAG.v 16d NAILS. GABLE BRACING C O.C. MAX. 45° FRO HORIZONTAL (+/- 1 BRACE NOT REQU 6' FROM EAVES. PROVIDE BLOCKIP BETWEEN TRUSS @ 48" O.C. FOR FI BAYS occ yr o�c ��— WALL PER PLAN CONNECTION DETAIL (FRAME WALL SHOWN; FOR REQ'D MAY ALSO BE CONNECTIONS MASONRY) 'NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING**'r \THING PER PLAN RE O.H. IS > T-0", END GABLE w/ _OOKERS @ 24" TO RUN BACK TO ;OMMON TRUSS 1 (3) 12d TOENAILS. VECT TO DROP _E WITH H2.5 CLIP. 2'-0" O.H. F. 2x4 @ 24" O.0 _E END \THING FASTEN PLAN �E AS REQ'D 'SON H10A DIAG. LOCKING VIDE 2x BLOCKING NAILING SS PER PLAN PLAN FOR DORT AND TIE IN OF JACK 3SES GEO3GABLE END @ FLAT CEILING W/ BOSTON HIP 3/4"=1'-0" 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON IUj NAILS @ EACH END (TYP.) i 2x6 RAFTER TO 2x8 RIDGE BOARD W/ A35 ON ONE SIDE OF RAFTER. ATTACH A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) FASTEN SYP OR SPF 2X6 (MIN. WIDTH) PLATE THRU O.S.B SHEATHING (THICKNESS PER 772X8 PLAN) TO PRE -ENG TRUSS BELOW W/ 1/4"x4-1/2" SIMPSON SDS SCREWS 2x6 RIDGE BOARD PLATE TO TOP CHORD OF FASTEN CONV. 2x VALLEY RAFTER EACH TRUSS BELOW2x6s @ 24" FRAMING OR PRE -ENG VALLEY TRUSSES) O.C. MAX. TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 CONNECTORS ((5) 8d NAILS) @ EA. CF01 FIELD FRAMED VALLEY DETAIL RAFTER TO PLATE CONN. 1/2"=1'-0" BUILDER NOTE: SOFFIT FRAMING NOT REQUIRED WITH ALUMINUM OV '9b OR VINYL SOFFITS O S .4 FR qg ROOF SHEATHING, (rF O'96 < T k R< T �FNO//OTR(/ FASTEN PER PLAN �FNGTATR -//,/"r(/SS yVP�SS Qti Qti 2x4 FRAMING @ 24" / 2x SCAB w/ 10d NAILS @ 4" O.C. PER -ENG TRUSSES O.C. MAX. PROVIDE (4)10d x3" NAILS AT JOINT ROOF SHEATHING, FASTEN PER PLAN 2x4 FRAMING @ 24" O.C. MAX. PROVIDE (4) 10d x 3" NAILS AT JOINT PER PLAN2x SCAB w/ 10d NAILS �� . @ 4" O.C. � TRUSS CONNECTIONPER-ENG TRUSSES PER PLAN 2x FASCIA PER PLAN 2x FASCIA CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOE NAILS LEDGER PER PLAN TO LEDGER 2x4 PT LEDGER W/ 1/4" x4" TAPCONS @ 12" 2x4 LEDGER W/ (2) 16d 2x FRAME WALL PER 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 F1 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 & DES PRECAST LINTEL PER PLAN MASONRY WALL SEE PLAN 2x8 W/ (2) 16d TOE — NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA, SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER DETAIL MD04/SD1 NOTE: UU I BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS FO ARCH WINDOW FRAMING DETAILS 3/4"=1'-0" ARCH PER ELEV LINTEL (SEE PLAN) SEE TYPICAL HEADER 7/16" O.S.B. EA. SIDE FRAMING DETAILS FORADDITONAL INFORMATION �. (HEADER CAN BE 2x BLK'G. TO O.S.B. W (2) - 8d EACH END END VIEW w/ CMU HEADER (SEE PLAN) ARCH PER ELEV NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 1" EDGE 1 1/2" EDGE 10d x 3" COMMON oW 2 1/2" p z W 1 1/2" N � LLI (V N N 10d x 3" COMM( 10d x 3" COMMON OPP. SIDE z U U z l l a I I co IL U U oD (2) 2x4's (2) 2x6's FO TYPICAL BUILT-UP STUD COLUMN DETAIL 1 1,12"=V-0" 10d x 3" COMM( OPP. SIDE 7/16" O.S.B. EA. SIDE 2x BLK'G. TO O.S.B. W/ (2) - 8d EACH END END VIEW w/ WOOD 2 1/2" EDGE (2) 2x COLUMN (2) 2x8's O z U a oo 2x4's u C I EDGE DISTANCE PER DETAIL INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN \ O 2x STUDS @ 16" O.C. FOR KNEE WALL 1 \ F O LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT B ROOF SHEATHING FOR STRAP . CO CONT. ROOF SHEATHING NAIL PER PLAN D V \ O PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END \ \ D TO TOP CHORDS OF TRUSSES BELOW WHEN \ l\ BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS BELOW AND CONNECT w/ HTS20 @ 32" O.C. PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW H �\ A \\ 1 k J 2x PLATES OVER ROOF DECK PER VALLEY \ O FRAMING DETAIL DOUBLE TOP PLATE C O SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR \ \� RAFTER \ l E COMMON TRUSS PER PLAN OR CONV. FRAMING w/ O STRUCTURAL SHEATHING PER PLAN AND ROOF 111 \ 1 G FINISH PER ARCHITECTURAL PLANS E OCURVED ROOF TRUSSES PER PLAN OR CURVED K RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING NAILED @ 6" O.C. STAGGERED G F01 DORMER FRAMING DETAIL NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D 1/2"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. IGN, 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. EITHER UPSET OR DOWNSET) 2x W/ (2) 16d TOE NAILS EACH END (3) 16d COMMON NAILS (TYP.) 2x4 SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EACH SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCKS, 10dx3" 10d x 3" OPP. SIDE \NCE PER N N Q .0 ¢QQ L: aOA tea✓'/d� jm ILI- 1 � U) J Uj I° NN� L.I. W W Z J F— W � � n W W _ UD U U z Syv� z" am Z F w Lu U w F J W Zp(,o Z Q j oo J UF ❑ p ::Du O Q Z<03:2i i O z F= W Y O U <Q LU ¢a Z�:Oin M 0 L O O 0 u O N H 0 HEADER PER Q W LOCATION W 2x4's u C I EDGE DISTANCE PER DETAIL INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN \ O 2x STUDS @ 16" O.C. FOR KNEE WALL 1 \ F O LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT B ROOF SHEATHING FOR STRAP . CO CONT. ROOF SHEATHING NAIL PER PLAN D V \ O PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END \ \ D TO TOP CHORDS OF TRUSSES BELOW WHEN \ l\ BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS BELOW AND CONNECT w/ HTS20 @ 32" O.C. PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW H �\ A \\ 1 k J 2x PLATES OVER ROOF DECK PER VALLEY \ O FRAMING DETAIL DOUBLE TOP PLATE C O SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR \ \� RAFTER \ l E COMMON TRUSS PER PLAN OR CONV. FRAMING w/ O STRUCTURAL SHEATHING PER PLAN AND ROOF 111 \ 1 G FINISH PER ARCHITECTURAL PLANS E OCURVED ROOF TRUSSES PER PLAN OR CURVED K RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING NAILED @ 6" O.C. STAGGERED G F01 DORMER FRAMING DETAIL NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D 1/2"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. IGN, 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. EITHER UPSET OR DOWNSET) 2x W/ (2) 16d TOE NAILS EACH END (3) 16d COMMON NAILS (TYP.) 2x4 SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EACH SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCKS, 10dx3" 10d x 3" OPP. SIDE \NCE PER N N Q .0 ¢QQ L: aOA tea✓'/d� jm ILI- 1 � U) J Uj I° NN� L.I. W W Z J F— W � � n W W _ UD U U z Syv� z" am Z F w Lu U w F J W Zp(,o Z Q j oo J UF ❑ p ::Du O Q Z<03:2i i O z F= W Y O U <Q LU ¢a Z�:Oin M 0 L O O 0 u QC CHECK: CC JOB No. PSQ-0206293 SCALE: AS INDICATED DATE: 11/12/18 SD3 O N H 0 Q W W 0L O W W W QZ11. I-- 0 m Q (1)f/) W O Z CL nn C14 STRUCTURAL ENG: BED DRAFTING: -STRUCT: DP QC CHECK: CC JOB No. PSQ-0206293 SCALE: AS INDICATED DATE: 11/12/18 SD3 TRUSS PER PLAN 2x4 #2 SYP P.T. BLOCKING @ 24" O.C. W/(2)12d END NAILS @ EACH END TRUSS PER PLAN SIMPSON LTA2 BLOCKING TO CMU W/ MASONRY WALL OR (10) 10d NAILS AND LINTEL SEE PLAN°' MIN. 4 1/8" EMBEDMENT OR SIMPSON META16 STD CONDITION @ CMU SIMPSON DTC, (2) 8d NAILS INTO BLOCKING, 8d NAILS TO TOP TRUSS PER PLAN PI ATF USS PER PLAN 2x4 SYP #2 BLOCKING, @ 24" O.C. W/(2)12d END NAILS @ EACH END. WALL SHEATHING PER PLAN 2x WALL, SEE PLAN STD CONDITION @ FRAME WALL (4)10d NAILS @ EA. BLOCKING TO PLATE TRUSS PER PLAN TRUSS PER PLAN (2)10d NAILS TO BOTTOM CHORD @EACH END OF BLOCKING 421x41SYP FLAT 2 10d NAILS TO () BLOCKING, @ 24" O.C. BOTTOM CHORD W/ (2) 12d END NAILS @EACH END OF @ EACH END. BLOCKING WALL SHEATHING PER PLAN 2x WALL, SEE PLAN ALT. BLOCKING @ FRAME CONDITION FO NON-BEARING WALL CLIP DETAIL 3/4"=1'-0" (150 MPH EXP. B) PER CURRENT EDITION FBC-R SECTION M1305: ATTICS CONTAINING APPLIANCES SHALL BE PROVIDED WITH AN OPENING AND CLEAR AND UNOBSTRUCTED PASSAGEWAY LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE, BUT NOT LESS THAN 30" HIGH AND 22" WIDE. A LEVEL SERVICE SPACE NOT LESS THAN 30" DEEP AND 30" WIDE SHALL BE PRESENT ALONG ALL SIDES OF THE APPLIANCE WHERE ACCESS IS REQUIRED. REFER TO SECTION M1305 FOR ADDITIONAL REQUIRED INFORMATION NOT COVERED ON DETAIL ROOF SHEATHING ATTACH PER NAILING SCHEDULE , GENERAL NOTE: INSTALLATION AND/OR REQUIREMENTS OF THE AIR HANDLER UNIT OR SYSTEM SHALL BE PROVIDED BY MECHANICAL CONTRACTOR OR BY OTHERS, NOT BY MCD 2x4 #2 SYP RAT RUN - TOP AND BOTTOM MIN (2) BAYS PAST A/C LOCATION. MIN (3) BAY LAP W/ (2) 16d NAILS TO EACH TRUSS. TYP EACH SIDE ZX4 LSLUUMIINb (Z) I NAILS, TOENAILED EACH END.AT 24" C TRUSS PER PLAN (2) 16d TOE NAILS BRACE TO LEDGEF 2x4 LEDGER W/ (2) NAILS @ EACH WEE ROOF SHEATHING PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (4) 8d NAILS INTO TOP PLATE DOUBLE TOP PLATE a - EXTERIOR SHEATHING. w ATTACH PER PLAN w U) FROM TOP OF WALL TO BOTTOM 2x8 #2 SPF STUDS AT 16" O.C. MASONRY WALL OR 2x8 #2 SYP PT. BASE LINTEL SEE PLAN PLATE W/ 1/2" x 8" ANCHOR BOLT OR TITEN HD @ 32" O.C. & 6" FROM EACH END VAULTED CONDITION @ CMU SIMPSON LTA2 TRUSS TO CMU W/ (10) 10d NAILS & MIN. 4 1/8" EMBEDMENT OR SIMPSON HGAM10 W/ (4) 1/4" x 1 112" SDS SCREWS & (4) 1/4" TAPCONS OR EQUAL MAINTAINING MIN. 2" EMBEDMENT @ ENDS, TRUSS PER PLAN OTHERWISE 24" O.C. U.N.O. ON FRAMING PLANS ��— LAY 2x4 SYP #2 BLOCKING OVER THE TOP OF THE BOTTOM LINTEL PER CHORD. ATTACH W/ (2) 10d PLAN NAILS @ EACH TRUSS 24" O.C. MAX. BLOCKING SHALL EXTEND A MIN. OF (1) TRUSS BAY EACH SIDE OF BOND BEAM, TYP. BEARING CONDITION @ CMU WALL NOTE TO CONTRACTOR: CONTACT EOR FOR ADDITIONAL REVIEW PRIOR TO CONSTRUCTION IF TRUSS/PLAN ORIENTATION AT AIR HANDLER UNIT DIFFERS THAN INDICATED IN THIS DETAIL z M STANDARD TRUSS BOTTOM CHORD B01 A/C IN TRUSSES 3/4"=1'-0" t---j SEE PLAN MIN IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESS INTO THE ROOF TRUSS SYSTEM, THE TRUSS SUPPLIER SHALL DESIGN TRUSS TOP CHORDS AND/OR BOTTOM CHORDS TO SUPPORT A MIN. (2) 751b POINT LOAD EACH TRUSS AT THE A/C LOCATION. MEANS OF A/C SUPPORT SHALL BE BY OTHERS STANDARD TRUSS TOP CHORD VARIES BY OTHERS TRUSS WEBS NOT SHOWN FOR CLARITY AIR HANDLER UNIT. A.H.U. SIZE AND SPECIFICATIONS BY BUILDER, NOT MCD 2x4 #2 SYP CROSS BRACING (AT 45°) W/ (3) 12d NAILS TO RAT RUNS. TYP EACH SIDE DRAIN PAN & CONDENSATE LINE BY OTHERS PLYWOOD SHEATHING BY BUILDER AS REQ'D FOR LEVEL WORKING SURFACE NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYP. TOP SPLICE @ - DOUBLE 2X4 TOP PLATE ATTACH 2x4 STUDS TO TOP PLATE W/ (3) 12d TOE -NAILS TYPICAL AT ALL LOCATION BOTTOM SPLICE OVER STUD PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.C. DOUBLE 2x4 TOP PENETRATION OF WITHIN 48" OF SPLICE PLATE MORE THAN 50% OF THEN (2) ROWS 10d NAILS PROVIDE 2x4 ON TOP TOP PLATE WIDTH @ 8" O.C. OTHERWISE OF 2x8 TO PAD OUT INSTALL SIMPSON TOP PLATE. ATTACH PSPN516Z W/ (12) 16d W/ (2) 10d NAILS 3" O.C. NAILS TYP. TOP & BOT. (SOLID BLOCK W/ 2x6) ATTACH 2x4 STUDS TO (2) 10d NAILS @ 3" O.C. TOP PLATE W/ (3) 12d WITHIN 48" OF SPLICE TOE -NAILS TYPICAL AT THEN (2) ROWS 10d ALL LOCATION NAILS @ 8" O.C. OTHERWISE 2x4 WALL BEYOND 48 AGAINST 2x8 STUDS M/l 4g„ ATTACHED PER (WF08/SD3) \ FO TYPICAL TOP PLATE SPLICE @ BRIG. WALL 3/4"=1'-0" ATTACH 2x8 STUDS TO TOP PLATE W/ (4) TOE -NAILS TYPICAL AT ALL LOCATION TOP SPLICE — DOUBLE 2x8 TOP PLATE NAIL FIELD INSTALLED TOP PLATE TO FRAME WALL OR PRE - ASSEMBLED WALL PANEL W/ (2) 10d NAILS @ 8" O.C. (FOLLOW NAILING REQUIREMENTS THIS DETAIL FOR ALL TOP PLATE SPLICE LOCATIONS) TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) PRE ENGINEERED TRUSS AND IF PERPENDICULAR TRUSS CONNECTIONS PER INSTALLED ABOVE, FASTEN PLAN TYP. 2x8 #2 SYP TOP PLATE TO TRUSS W/ (2) 12d TOENAILS 2x8 SYP #2 P.T. VERTICAL @ m. 16" O.C. FASTEN EXT. SHEATHING W/ 8d NAILS 6" O.C. AT EDGES AND 12" O.C. IN FIELD. FASTEN TOP PLATE TO VERTICAL STUDS W. (4) 12d NAILS HGAM10 TOP AND BOTTOM o PLATE TO CMU WALL W/ (4) m 1/4" x 1 1/2" SDS SCREWS & (4) 1/4" x 2 3/4" TAPCONS TO CMU @ 32" O.C. & MIN. 6" FROM ENDS. IF HEADER HEIGHT EXCEEDS 2'-0" ADD AN .. ADDITIONAL HGAM10 FROM CENTER OF EACH STUD TO POCKET SGD CMU @ 32" O.C. MAX ATTACHMENT BY (2) 2x8 SYP #2 P.T. BOTTOM BUILDER. REFER TO PLATE W/ (3) 12d NAILS @ MANUFACTURER'S EACH VERTICAL, EACH PLY. WRITTEN STAGGER NAILS AS SPECIFICATIONS REQUIRED SO4 HEADER @ POCKET SLIDER 1/2"=1'-0" 2 1/4" 'A 'PLATE NAIL BOTTOM PLATE TO EACH PLY OF BUILT UP COLUMN BELOW W/ (2) 10d NAILS D= NAIL SPACING TI PER NOTE #2 --=-- D I SHEATHING PER PLAN WALL DOUBLE TOP PLATE PER PLAN DOUBLE NAIL EDGE SPACING SHEATHING PER PLAN 3/8" S= NAIL SPACING v S S II PER NOTE #1 SINGLE NAIL EDGE SPACING EXTERIOR SHEATHING NOTES: 1. MIN. 15/32" OR 7/16" STRUCTURAL 1 SHEATHING. SHEATHING TO BE EXPOSURE 1 RATED AND CAN BE INSTALLED EITHER VERTICALLY OR HORIZONTALLY 2. 1/8" MAX. GAP REQUIRED BETWEEN EXTERIOR SHEATHING AND MASONRY/CONCRETE UNLESS FELT PAPER IS PRESENT. 1/8" GAP BETWEEN SHEETS OF PLYWOOD TO BE MAINTAINED 3. CONTRACTOR TO TAKE CARE NOT TO OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED & REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS. 4. EXTERIOR WALL SHEATHING SYSTEM IS DESIGNED PER APA SR -101C TO RESIST SHEAR AND UPLIFT FORCES. STRUCTURAL CONNECTORS ARE ONLY REQUIRED WHEN SPECIFIED ON PLAN(S) AND/OR DETAILS. MIN. 1/2" SIMPSON TITEN-HD SCREW ANCHOR I AS INDICATED ON THE STRUCTURAL INSTALLED @ MAX. 24" O.C. W/ MIN. 7" PLANS "BASE CONNECTOR" ie, MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL 0 NAIL SHEATHING AT FRAME WALL BOTTOM PLATE & 2x DBL TOP PLATE ROD, AND 1/2" J -BOLT, MAY BE 1 SHEATHING INSTALLED VERTICALLY AT FLOOR SYSTEM (I -JOIST OR SYSTEM42 / FLAT BEYOND7 2 OR HORIZONTALLY ADDITIONAL REVIEW FOLLOWING THE TRUSS) TOP & BOTTOM USING (1) ROW OF 8d NAILS @ INSTALLATION INFORMATION SPECIFICATIONS AS REQUIRED. PROVIDED ON THIS SCHEDULE. z 3" O.C. SEE WS10 AND WS11 FOR ADDITIONAL INFO. F1554 GRADE 36, Fy=36ksi, Fu=58ksi, INSTALLED ALL "BASE CONNECTORS" SHALL BE --n _TT — — TT — I f- SPACED AS INDICATED THIS BP1/2 SQ. WASHER OR EQUAL (2"x2"x3/16"), W/ LL LU c� J O NAIL AT DOUBLE TOP PLATE USING (2) ROWS OF 8d FRAMING, AND WITHIN 6" EACH SIDE SIMPSON SET -XP EPDXY OR EQUAL. MAINTAIN A OF BOTTOM PLATE SPLICES, U.N.O. WALL SPLICE, FIELD w z a NAILS @ 3" O.C. II 5 II I I I I VERIFY IF REQUIRED777--77-7 a= w CI¢ w = O3 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS LU o = 1--@ 3" O.C. IN HORIZONTAL CONDITIONS III III Ji__11_ — — — I I I n-U)z= 9 ® NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C. III WALL SHEATHING o W U.N.O. ON PLANS. STAGGER ALL VERT. PANEL JOINTS III III II I I I SPLICE, SEE SPLICE 5 O PLYWOOD SPLICES HEADER - NAIL SHEATHING TO @ III III 11 I I DETAIL. MAX 1/8" OPENING SPACE BETWEEN w HEADER W/ Sd NAILS @ 3" O.C. (2) ROWS @TOP & III III 4 11 PANELS BOTTOM III II II II 11 y Co III3 III I II II � � III TYP AROUND III 11 11 II 2x STUDS BEYOND, O w Ow EXTERIOR SHEATHING III OPENING III 11 II II SEE PLAN FOR MORE w PROVIDE PIECE OF III _ _ _ 11I 11 11 I INFOLLc� z Q ~ O SHEATHING BETWEEN III �I III II II 11 LU LU = n 2i EXTERIOR WALL III I 11 II I I I I I I U) QSHEATHING & BLOCKING. I I—IL—�— ILL—�1__LL__IL_ J= �O / SHEATHING TO HAVE D� L` LL o �m LLL 0O ' SAME THICKNESS& STRENGTH ORIENTATION FLOOR SYSTEM LL AS EXTERIOR WALL --- -------- SHEATHING CUT TO FIT 1 2x BOTTOM PLATE STUD PER PLAN JOINT, MAX. 1/8" GAP OPENING SIZE BEYOND SEE PLAN SHEATHING DIAGRAM 2x6 BLOCKING PLACED (2) ROWS OF 8d NAILS FLATWISE W/ (2) 16d @ 3" O.C. TOP & BOT. F1 EXTERIOR SHEATHING SCHEDULE NAILS EACH END OF SHEATHING SPLICE SCALE: 3/4"=1'0" GYPSUM WALLBOARD SHEATHING SPLICE DETAIL PRE ENGINEERED TRUSS AND IF PERPENDICULAR TRUSS CONNECTIONS PER INSTALLED ABOVE, FASTEN PLAN TYP. 2x8 #2 SYP TOP PLATE TO TRUSS W/ (2) 12d TOENAILS 2x8 SYP #2 P.T. VERTICAL @ m. 16" O.C. FASTEN EXT. SHEATHING W/ 8d NAILS 6" O.C. AT EDGES AND 12" O.C. IN FIELD. FASTEN TOP PLATE TO VERTICAL STUDS W. (4) 12d NAILS HGAM10 TOP AND BOTTOM o PLATE TO CMU WALL W/ (4) m 1/4" x 1 1/2" SDS SCREWS & (4) 1/4" x 2 3/4" TAPCONS TO CMU @ 32" O.C. & MIN. 6" FROM ENDS. IF HEADER HEIGHT EXCEEDS 2'-0" ADD AN .. ADDITIONAL HGAM10 FROM CENTER OF EACH STUD TO POCKET SGD CMU @ 32" O.C. MAX ATTACHMENT BY (2) 2x8 SYP #2 P.T. BOTTOM BUILDER. REFER TO PLATE W/ (3) 12d NAILS @ MANUFACTURER'S EACH VERTICAL, EACH PLY. WRITTEN STAGGER NAILS AS SPECIFICATIONS REQUIRED SO4 HEADER @ POCKET SLIDER 1/2"=1'-0" 2 1/4" 'A 'PLATE NAIL BOTTOM PLATE TO EACH PLY OF BUILT UP COLUMN BELOW W/ (2) 10d NAILS D= NAIL SPACING TI PER NOTE #2 --=-- D I SHEATHING PER PLAN WALL DOUBLE TOP PLATE PER PLAN DOUBLE NAIL EDGE SPACING SHEATHING PER PLAN 3/8" S= NAIL SPACING v S S II PER NOTE #1 SINGLE NAIL EDGE SPACING EXTERIOR SHEATHING NOTES: 1. MIN. 15/32" OR 7/16" STRUCTURAL 1 SHEATHING. SHEATHING TO BE EXPOSURE 1 RATED AND CAN BE INSTALLED EITHER VERTICALLY OR HORIZONTALLY 2. 1/8" MAX. GAP REQUIRED BETWEEN EXTERIOR SHEATHING AND MASONRY/CONCRETE UNLESS FELT PAPER IS PRESENT. 1/8" GAP BETWEEN SHEETS OF PLYWOOD TO BE MAINTAINED 3. CONTRACTOR TO TAKE CARE NOT TO OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED & REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS. 4. EXTERIOR WALL SHEATHING SYSTEM IS DESIGNED PER APA SR -101C TO RESIST SHEAR AND UPLIFT FORCES. STRUCTURAL CONNECTORS ARE ONLY REQUIRED WHEN SPECIFIED ON PLAN(S) AND/OR DETAILS. MIN. 1/2" SIMPSON TITEN-HD SCREW ANCHOR I AS INDICATED ON THE STRUCTURAL INSTALLED @ MAX. 24" O.C. W/ MIN. 7" PLANS "BASE CONNECTOR" ie, EMBEDMENT INTO FOUNDATION. SQUARE SIMPSON TITEN-HD, 1/2" THREADED WASHERS ARE NOT REQUIRED BETWEEN ROD, AND 1/2" J -BOLT, MAY BE ANCHOR AND BASE PLATE. MAINTAIN A MIN. INSTALLED AND OR SUBSTITUTED BY 2-1/4" EDGE DISTANCE FROM THE CONCRETE THE CONTRACTOR WITHOUT OR MASONRY FACE. INSTALLERS: REFER TO ADDITIONAL REVIEW FOLLOWING THE MANUFACTURER'S WRITTEN INSTALLATION INSTALLATION INFORMATION SPECIFICATIONS AS REQUIRED. PROVIDED ON THIS SCHEDULE. DRILL & EPDXY: MIN. 1/2" THREADED ROD, ASTM NOTE TO CONTRACTOR: F1554 GRADE 36, Fy=36ksi, Fu=58ksi, INSTALLED ALL "BASE CONNECTORS" SHALL BE @ MAX. 32" O.C., USING 112" NUTAND SIMPSON SPACED AS INDICATED THIS BP1/2 SQ. WASHER OR EQUAL (2"x2"x3/16"), W/ SCHEDULE, 6" FROM ENDS OF WALL MIN. 7" EMBEDMENT INTO FOUNDATION USING FRAMING, AND WITHIN 6" EACH SIDE SIMPSON SET -XP EPDXY OR EQUAL. MAINTAIN A OF BOTTOM PLATE SPLICES, U.N.O. MIN. 2-1/4" EDGE DISTANCE FROM THE CONCRETE OR MASONRY FACE VERIFY ALL NUTS TO BE INSTALLED SNUG -TIGHT PLUS 2/3's OF A TURN MIN. 1/2" J -BOLT INSTALLED @ MAX. 32" O.C., 2 1/4" MIN. ASTM A307 OR BETTER W/ MIN. 7" EMBEDMENT 1-112 INTO FOUNDATION USING 1/2" NUT AND LEG SIMPSON BP1/2 SQ. WASHER OR EQUAL (2"x2"x3/16"). MAINTAIN A MIN. 2-1/4" EDGE DISTANCE FROM THE CONCRETE OR MASONRY FACE. LEG OF J -BOLT SHALL BEA MIN. 1-1/2" AS MEASURED FROM SHAFT FACE TO END OF LEG AS SHOWN THIS SCHEDULE F07 STANDARD BASE PLATE CONNECTOR SCHEDULE 3/4"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. � tf. 1111// LLj N • i' N +z U ®�Z N O O; J"¢ A J aQ V ° tw MSQQ o ¢ o:zrQ 0 z i ted° xee�Q O '1u iiiVIRO0,\`` W E -- Q z 0 f- U U7 W 0 W VJ 1 0 LLJ W Z J W I— { - vr i'� i— W W U) d' O CV H 0 W Q � 0 J W W W Q z d H C� CO Q W Cn Q 0 O iZ" a a N U o °+c 0 U ro z� am z (D h inW LL U FW- �rn7)coh o (Dow F ZQO-1IJL(0 N I- OHm r 0 Q 0 >- C, 0) U )0R0<� c z < 0 �: Li o o=zwz E O z l— W Y O UOf< _j Q_ 3 <iO z 3:2i > M OLL o O G 0 u ISTRUCTURALENG: BED DRAFTING: -STRUCT: DP QC CHECK: CC JOB No. PSQ-0206293 SCALE: AS INDICATED DATE: 11/12/18 SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED — ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO - FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES BEARING SEE PLAN SEE ARCHITECTURAL PLAN FOR OVERHANG INFO WINDOW AS SCHEDULED EXTERIOR FINISH PER PLAN MID -SPAN BLOCKING U.N.O. INSULATION PER PLAN SEE DETAILS WS10, WS11 OR WS13 FOR ADDITIONAL INFORMATION THIS SHEET NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED BEARING SEE PLAN BOND BEAM LINTEL AS PER PLAN WD. HD. HT. SEE PLAN PRECAST SILL " PER WINDOW MANUFACTURE WRITTEN SPECIFICATION EXT FINISH PEF VERT REINF. BE MASONRY WAL PLAN FII 0'- DBL. TOP PLATE HDR. PER PLAN MIN 2x4 SPF #2 STUDS @ 16" O.C. SEE PLAN FOR MORE INFO. INT. FINISH PER PLAN 2x BOTTOM PLATE W/ (2) 12d AT 12" O.C. 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTION 1 FLOOR SYSTEM DRAFT STOPPING AT 1000 SQ FT MAX: DRAFT STOPPING MATERIALS MIN THICKNESS SHALL BE 1/2" GYP BOARD OR 15/32" OR 7/16" OSB. ATTACH TO FLOOR TRUSS W/ 8d NAILS AT 16" O.C. TOP AND BOTTOM CHORDS CONC. SLAB - SEE FOUNDATION PLAN FOR MORE INFO SEE FOUNDATION DETAILS FOR FTG INFO SO TYPICAL TWO STORY SECTION - SYSTEM 42 3/4"=1'-0" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE, CONTINUOUS FROM TOP OF TOP PLATE TO GIRDER TRUSS PER BOTTOM PLATE. PLAN BEARING WALL PER PLAN DOUBLE BOTTOM PLATE (2) H5 EA. FLOOR TRUSS TO DOUBLE BOTTOM PLATE, SLIT SEE TRUSS LAYOUT FLOOR DECKING TO FACCOMMODATE OR HANGER STRAP 2x RIBBON OR BLOCKING W/ (4) 16d X , OR (3) 16d TOENAILS TRUSS PER PLAN 31 FLOOR TRUSS TO GIRDER CONNECTION 3/4"=1'-0" —COPYRIGHT MCD 2015: The information contained in this documE PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. TYPICAL TRUSS TO FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES REFER TO PLAN FOR BUILT-UP COLUMN INFO. PRE -ENG. FLOOR SYSTEM - IF NO FLOOR SYSTEM INSTALL KNEEWALL & PROVIDE SOLID BLOCKING UNDER COLUMN ABOVE BAND JOIST & BLKG OR LVL GIRDER MTSC40 POST ABV. TO POST BELOW U.N.O. PROVIDE SOLID BLOCKING WITHIN FLR SYSTEM TO MATCH COL. DIMENSION REFER TO PLAN FOR BUILT-UP COLUMN INFO. BEARING WALL PER PLAN BEYOND COLUMNS MID -HEIGHT BLOCKING PER BEARING WALL SCHEDULE COLUMN BASE CONNECTION PER PLAN REFER TO FOUNDATION PLAN FOR FTG. INFORMATION S031 TYPICAL TWO STORY COL. @ GIRDER 41 NOTE: WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND ALONG EACH SIDE W/ (2) A34 CLIPS OF OPENING TO TRANSFER LATERAL LOADS WIDTH 4'-0"). USE A35 SOLID SHEATHING @ FROM TOP OF WALL HEADER TO BOTTOM OF FLOOR SIMPSON SP4 W/ (6) CLIP AT EA. END FOR 10d x1-1/2" @ 24" O.C. SyFFr SIMPSON LSTA24 (USE SP6 @ 2x6 STUDS STRAP W/ (22) 10d &SPS @ 2x8 STUDS) NAILS. BEND STRAP LOWER: (1) 2x SILL OVER TOP PLATE MAX. (2) 2x SPF TOP PLATE 3", THEN RUN DOWN U.N.O. ON PLAN FACE OF JAMB STUDS/ HEADER OPENINGS HEADER HEADER-SEE2ND (2) 12d NAILS @ 12" O.C. FLOOR PLAN FOR MIN. I EXTERIOR SHEATHING HEADER SIZE & REQ'D FROM TOP OF WALL JAMB STUDS TO BOT. (RIBBON/ SHEATHING REQ'D BEAM)ATTACHED PER IF HEADER IS UPSET NAILING SCHEDULE. AND WINDOW IS (2) 2x SILL AT WINDOW LOWER: (1) 2x SILL W/ 2x CRIPPLE STUDS PLATE W/ (2) 10d AT EA. END NAILED TO TOENAILS. EXT. STUD PACK W/ 10d HEADER OPENINGS NAILS @ 8" O.C. THEN LESS THAN 4FT:(1) 2x STUDS @ 16" O.C. SILL PLATE W/ (2) 10d ATTACH SILL W/ (2) 10d TOENAILS. OPENING TOENAILS AT EA. END LARGER THAN 4FT: (2) OF SILL (MAX OPEN'G 2x SILL PLATE W/ A35 WIDTH 4'-0"). USE A35 SOLID SHEATHING @ FROM TOP OF WALL HEADER TO BOTTOM OF FLOOR CLIPS EACH SIDE W/ 2x CLIP AT EA. END FOR 10d x1-1/2" @ 24" O.C. SIMPSON LSTA24 hFFp (USE SP6 @ 2x6 STUDS STRAP W/ (22) 10d LE CRIPPLES @ 16" O.C. OPENINGS GREATER LOWER: (1) 2x SILL OVER TOP PLATE MAX. (2) 2x SPF TOP PLATE 3", THEN RUN DOWN W/ (2) TOENAILS THAN 4' BUT LESS HEADER OPENINGS HEADER HEADER-SEE2ND (2) 12d NAILS @ 12" O.C. T&B (PLYWOOD THAN 6' HEADER SIZE & REQ'D W/ 2x CRIPPLE STUDS i AMB SUDS AT EA. END NAILED TO SHEATHING REQ'D SIMP. HTT4 CLIPS EACH SIDE W/ 2x NAILS @ 8" O.C. THEN CRIPPLES @ 16" O.C. T&B) W/ (18) 10d x 2" NAILS ATTACH SILL W/ (2) 10d T&B (PLYWOOD TOENAILS AT EA. END SEPARATE SHEATHING TO POST (U.N.O. ON T&B) WIDTH 4'-0"). USE A35 PRE -ENG FLOOR TRUSS CLIP AT EA. END FOR UNDER WINDOW FRAMING PLAN) & e" OR FIELD FRAME 2x4 THAN 4' BUT LESS THAN 6' KNEE WALL, STUDS @ (MAX) ALL THREAD W/ 7" MIN. 16" O.C. W/ (2) 16d NAILS (1) SIMPSON LSTA30 STRAP CENTERED EMBEDMENT INTO TIE BETWEEN COLUMN SEE FRAMING PLAN AND GIRDER/BEAM FOR FLOOR BELOW W/ (22) 10d CONNECTION BEAM USING SIMP. SET I NOTES FLOOR GRIDER OR l BEAM SO HEADER CONNECTION @ 2nd FLOOR HIGH BM EPDXY DESIGN, OF WMR & ASSOCIATES, LLC. Any use, cluplication, or transfer of TO BOTTOM PLATE TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN NO MOISTURE SHEATHING & CMU BARRIER (FELT PAPER 2x4 PT SILL PLT. IF OR SIM) IS PROVIDED 2x TOP & BOT. KNEEWALL fisilk TWO STORY PARALLEL FLOOR CONNECTION RIBBONS, CONT. NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED SEE FRAMING PLAN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION CMU WALL BELOW PER DETAIL INCDICATED ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING REQ'D ON EITHER SIDE OF WALL. IF WF02/SD6 BELOW JAMBS IS INDICATED, BASE STRAPS ARE REQ'D ON MASONRY WALL SEE BOTH SIDES OF THE WALL PLAN FOR MORE INFO A—s-o'k HEADER CONNECTION @ 2nd FLOOR 3/4"=1'-0" int is copyrighted and is the exclusive property of MONTA CONSULTING & NOTE: ALL FLOOR TRUSSES TO BE P.T. I NO MOISTURE BARRIER (FELT PAPEI OR SIM) IS PROVIDED TRUSS STRAP - SEE FRAMING PLAN FOR CONNECTIONS PRE-ENGINEERED ROOF TRUSS - SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS DOUBLE 2x TOP PLATE 2x BOTTOM PLATE 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE SIMP. HTT4 I W/(18) 16d x 22' NAILS TO POST (U.N.O. ON FRAMING PLAN) & e' ALL THREAD W/7" MIN. EMBEDMENT INTO TIE BEAM USING SIMP. SET EPDXY FLOOR TRUSS PER PLAN PROVIDE SOLID BLOCKING BELOW SEE DETAIL WS11THIS COL. EVEN WITHIN SHEET FOR MORE INFO FLOOR TRUSS MASONRY WALL SEE PLAN FOR MORE INFO SO TYPICAL GIRDER COL. CONNECTION 3/4"=1'-0" NOTE: WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND ALONG EACH SIDE OF OPENING W/ (2) A34 CLIPS TO TRANSFER LATERAL LOADS EXTERIOR SHEATHING SOLID SHEATHING @ FROM TOP OF WALL HEADER TO BOTTOM OF FLOOR SIMPSON SP4 W/ (6) F�<<S SYSTEM (RIBBON / 10d x1-1/2" @ 24" O.C. SIMPSON LSTA24 hFFp (USE SP6 @ 2x6 STUDS STRAP W/ (22) 10d & SP8 @ 2x8 STUDS) NAILS. BEND STRAP LOWER: (1) 2x SILL OVER TOP PLATE MAX. (2) 2x SPF TOP PLATE 3", THEN RUN DOWN U.N.O. ON PLAN FACE OF JAMB STUDS/ HEADER OPENINGS HEADER HEADER-SEE2ND (2) 12d NAILS @ 12" O.C. FLOOR PLAN FOR MIN. (2) 2x SILL AT WINDOW HEADER SIZE & REQ'D W/ 2x CRIPPLE STUDS i AMB SUDS EXTERIOR SHEATHING SHEATHING PER FROM TOP OF WALL DETAIL WF10/SD4 TO BOTTOM OF FLOOR 2x STUDS , SEE SYSTEM (RIBBON / FRAMING PLAN FOR BEAM) ATTACHED PER IF HEADER IS UPSET NAILING SCHEDULE. AND WINDOW IS a°°LL LOWER: (1) 2x SILL TOENAILS EACH END PLATE W/ (2) 10d TO VERIFY SIZE TOENAILS. EXT. HEADER OPENINGS 2x4 #2 SYP ANGLE LESS THAN 4FT:(1) 2x (2) 12d NAILS @ 12" O.C. SILL PLATE W/ (2) 10d (2) 2x SILL AT WINDOW TOENAILS. OPENING W/ 2x CRIPPLE STUDS LARGER THAN 4FT: (2) AT EA. END NAILED TO 2x SILL PLATE W1 A35 STUD PACK W/ 10d CLIPS EACH SIDE W/ 2x NAILS @ 8" O.C. THEN CRIPPLES @ 16" O.C. STUDS @ 16" O.C. W/ (2) 10d TOENAILS ATTACH SILL W/ (2) 10d T&B (PLYWOOD TOENAILS AT EA. END SHEATHING REQ'D OF SILL (MAX OPEN'G T&B) WIDTH 4'-0"). USE A35 PRE -ENG FLOOR TRUSS CLIP AT EA. END FOR OPENINGS GREATER OR FIELD FRAME 2x4 THAN 4' BUT LESS THAN 6' KNEE WALL, STUDS @ (MAX) 16" O.C. W/ (2) 16d NAILS (1) SIMPSON LSTA30 STRAP CENTERED @ EACH END. TRUSS TO BETWEEN COLUMN SEE FRAMING PLAN AND GIRDER/BEAM FOR FLOOR BELOW W/ (22) 10d CONNECTION NAILS I NOTES FLOOR GRIDER OR l BEAM SO HEADER CONNECTION @ 2nd FLOOR HIGH BM 3/4"=1'-0" DESIGN, OF WMR & ASSOCIATES, LLC. Any use, cluplication, or transfer of TRUSS STRAP - SEE FRAMING PLAN FOR CONNECTIONS (1) SIMPSON LSTA30 STRAP CENTERED BETWEEN COLUMN AND GIRDER/BEAM BELOW W/ (22) 10d NAILS PRE-ENGINEERED ROOF TRUSS - SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS DOUBLE 2x TOP PLATE 2x BOTTOM PLATE 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE -_LOOR TRUSS SEE :RAMING PLAN FOR ;ONNECTION INFO. ,-_LOOR GIRDER OR BEAM; SEE PLAN SO TYPICAL GIRDER COL. @ HIGH BEAM 3/4"=1'-0" 2x 2ND FLOOR STUDS SEE PLAN FOR MORE r SEE FLOOR FRAM PLAN FOR FLOOR SYSTEM INFO. (2) SIMPSON LSTA18 STRAPS CENTERED @ FLOOR W/ (14) 10d NAILS ' (2) SIMPSON META' FLOOR TRUSS TO 16 MASONRY WALL EXT. SHEATHING FLUSH W1 FACE OF MASONRY ATTACHED PER NAILING SCHEDULE; PROVIDE 1/8" GAP BETWEEN SHEATHING AND FLOOR SHEATHING & SHEATHING PER NAILING PER FLOOR DETAIL WF10/SD4 FRAMING NOTES 2x STUDS , SEE N FRAMING PLAN FOR 2x4 #2 SYP BLOCKING SPACING AND GRADE @ 48" O.C. W/ (2) 12d a°°LL AND SEE ARCH PLAN TOENAILS EACH END TO VERIFY SIZE 2x BOTTOM PLATE W/ 2x4 #2 SYP ANGLE (2) 12d NAILS @ 12" O.C. AGAINST TRUSS VERTICAL @ 48" O.C. (1) ROW 8d NAILS @ 3" W/ (3) 12d NAILS EACH O.C. WALL SHEATHING END TO BOTTOM PLATE/ TOPCHORD PRE -ENG FLOOR TRUSS SYS. 42 FLOOR OR FIELD FRAME 2x4 TRUSSES @ 24" O.C. KNEE WALL, STUDS @ (MAX) 16" O.C. W/ (2) 16d NAILS @ EACH END. TRUSS TO CMU W/ STRAP PER STANDARD CONNECTOR I NOTES MASONRY WALL PER l (1) ROW 8d NAILS @ 3" PLAN O.C. WALL SHEATHING NOTE: ALL FLOOR TO BOTTOM PLATE TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN NO MOISTURE SHEATHING & CMU BARRIER (FELT PAPER 2x4 PT SILL PLT. IF OR SIM) IS PROVIDED KNEEWALL fisilk TWO STORY PARALLEL FLOOR CONNECTION 3/4"=1'-0" (2) SIMPSON LSTA18 STRAPS CENTERED Ca FLOOR W/ (14) 10d NAILS ATTACH 2x STUDS W/ (2) 16d NAILS @ 6" O.( (2) SIMPSON LSTA18 STRAPS CENTERED FLOOR W/ (14) 10d NAILS (3) 2x STUD PACK — ATTACH PER NAILIN( SCHEDULE ATTACH 2x STUDS V\ (2) 16d NAILS @ 6" 0. MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR PLAN SYSTEM IS 18" TO 36" DI SINKERS AND (14) %"X2. S09 2nd FLOOR CORNER FRAMING ATTACHMENT 3/4"=1'-0" CALIFORNIA CORNER A -A STANDARD CORNER A -A (3) 2x STUDS (4) 2x STUDS FLOOR SHEATHING & SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER PLAN NAILING PER FLOOR DETAIL WF10/SD4 ATTACHED PER ATTACH PER NAILING FRAMING NOTES2x STUDS ,SEE NAILING SCHEDULE SCHEDULE FRAMING PLAN FOR UNDER WINDOWS AND 2x STUDS , SEE SPACING AND GRADE GIRDERS: BLOCK FRAMING PLAN FOR AND SEE ARCH PLAN SOLID BETWEEN SPACING AND GRADE SYS. 42 FLOOR TO VERIFY SIZE RIBBONS W/ SIMPSON AND SEE ARCH PLAN TRUSSES @ 24" O.C. A35 EA. END TO VERIFY SIZE 2x BOTTOM PLATE W/ (MAX) 2x BLOCKING FOR 2x BOTTOM PLATE W/ (2) 12d NAILS @ 12" O.C. SHEATHING/ DRYWALL (2) 12d NAILS @ 12" O.C. (1) ROW 8d NAILS @ 3" ATTACHMENT W/ (2) (1) ROW 8d NAILS @ 3" O.C. WALL SHEATHING 12d TOENAILS O.C. WALL SHEATHING TO BOTTOM PLATE/ EA. END TO BOTTOM PLATE TOP RIBBON 2x SYP #2 RIBBON (MIN 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS W/ (4) 2x4) TO TRUSS W/ (4) 16d NAILS; BOTTOM 16d NAILS; BOTTOM RIBBON TO BE PT IF RIBBON TO BE PT IF BRG DIRECTLY ON BRG DIRECTLY ON CMU CMU (2) ROWS 8d NAILS @ I (2) ROWS 8d NAILS @ L 3" O.C. WALL SEE PLAN FOR 3" O.C. TYP. WALL MASONRY WALL PER SHEATHING TO SIMPSON META16 AT CANTILEVER SHEATHING TO EA. PLAN l' BOTTOM RIBBON MASONRY OR MTS12 L RIBBON NOTE: ALL FLOOR 1/8" GAP BETWEEN AT WOOD FRAME NOTE: ALL FLOOR TRUSSES TO BE P.T. IF SHEATHING &CMU WALL TRUSSES TO BE P.T. IF NO MOISTURE TRUSS TO CMU W/ MASONRY OR FRAME NO MOISTURE BARRIER (FELT PAPER STRAP PER STANDARD WALL PER PLAN BARRIER (FELT PAPER OR SIM) IS PROVIDED CONNECTION NOTES OR SIM) IS PROVIDED fi S1 TWO STORY PERP. FLOOR CONNECTION _ S1 CANTILEVERED FLOOR TRUSS CONNECTION 3/4"='1'-0" 3/4"=1'-0" these documents without the expressed, written consent of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. W E- 0 U b a h q8 W U ya v ® z a L.L. OUj w W�w O ~ 0 Jrn❑cor E w/ v w Z O M r C z Q O J -j ( N W O _j 0 0 CD o � � U) � 00 Q ' c zQp37.2iii o ❑ = z w z E f— OzrwYo 3 W U<QLUQa3 W Z�0M 0 0L 0 2 d' O N E- 0 W Q LLo OJIII W W aza I— cy m a W O OT } CK W 0., 04 _ STRUCTURAL ENG: BED DRAFTING: -STRUCT: DP QC CHECK: CC JOB No. PSQ-0206293 SCALE: AS INDICATED DATE: 11/12/18 SD5 N titi�tt►►p►fh W N LO o N Q;z o oa -Q yaw w it _Q W❑ z° 2 ¢ O° �aQ � a°°LL W E- 0 U b a h q8 W U ya v ® z a L.L. OUj w W�w O ~ 0 Jrn❑cor E w/ v w Z O M r C z Q O J -j ( N W O _j 0 0 CD o � � U) � 00 Q ' c zQp37.2iii o ❑ = z w z E f— OzrwYo 3 W U<QLUQa3 W Z�0M 0 0L 0 2 d' O N E- 0 W Q LLo OJIII W W aza I— cy m a W O OT } CK W 0., 04 _ STRUCTURAL ENG: BED DRAFTING: -STRUCT: DP QC CHECK: CC JOB No. PSQ-0206293 SCALE: AS INDICATED DATE: 11/12/18 SD5 (2) 2x SYP #2 BUILT-UP STUE COLUMNS 3ER BY OTHERS 3S PER PLAN 3ER PER PLAN (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN w/ (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SDS SCREWS LD01 LEDGER @ GIRDERD03 LEDGER @ OPEN TO BELOW 3/4"=1'-0" 3/4"=1'-0" 2x8's MIN. SPF #2 @ 16" 2x4 LEDGER W/ (2) EXTERIOR WALL SHEATHING & O.C. MAX (U.N.O.) POI NT NAILING PER PLAN. SHEATHING CONT. EXT. FINISH PER 10d NAILS @ 16" O.C. TOTTACH POOR NAILING OTTOSCHEDUPLATE Lf/ BLOCKING (U.N.O.) ARCHS MSTAM24 EA. SIDE OF - EA. STUD TO WALL BELOW W/ (9) 10d NAILS AND (5) 1/4"x2 3/4" TAPCONS PER STRAP;CENTER STRAP BETWEEN MASONRY WALL AND FRAME WALL CONTRACTOR MAY USE SIMPSON HTT4 AT WINDOW JAMB STUDS INSTEAD OF INDICATED EXTERIOR FLAT STRAP. INTERIOR FLAT STRAP IS STILL REQUIRED AT JAMB STUD CONDITION SEE ARCHS FOR —� FURRING AND INTERIOR FINISH MASONRY WALL PER - PLAN SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE 2x8 #2 SYP P.T. SILL PLATE W/ 1/2" EPDXY ANCHOR BOLT OR J -BOLT W/ MIN. 7" EMBED. @ 32" O.C. & 3" FROM EA.END MAX 1/8" GAP BETWEEN SHEATHING AND CMU CONT. #5 IN TIE BEAM EXT. FINISH PER ARCHS FO WALL SPLICE DETAILS 1 1/2"=1'-0" PRE ENGINEERED TRUSSES @ 24" O.C. 12 MAX. PER PLAN PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (2) 2x TOP PLATE O.H. EXTERIOR SHEATHING EACH DIAGONAL PER ELEV. FROM TOP OF WALL (2) 2x HEADER SEE 1/2" THREADED ROD TO BOTTOM OF SILL PLAN FOR MORE INFO r--------------------------=1 PLATE ATTACH PER (----------------------------1 TO BEARING WALL NAILING SCHEDULE I I ROOF SHEATHING — �IMPSON H2.5A EA. I ATTACH PER NAILING (TRUSS I SCHEDULE HUC24-2 EACH END, NAILS @ 6" O.C. INFO. IF WALL WINDOW SEE PLAN FIN. FLOOR PRE-ENGINEERED — I I%"x3" SDS WOOD R LSTA18 STRAPS ARE 2x BLOCKING w/ (2) 12d I TRUSS PER PLAN I PLAN GIRDER BELOW IF WALL SHEATHING IS MIN. 2x6 #2 SYP CONT. I SEE LD02/SD2 FOR STOPPED BELOW OR WOOD WALL PER MORE INFO IF ROOF LINE LEDGER W/ (2) %"x3-1/2" TRUSSES ARE I X PARALLEL TO WALL SDS WOOD SCREWS @ I— I L --------------------------J ROOF SHEATHING @ 24" O.C. TO FLOOR - - 16" O.C. MAX. & 3" OPT. TRUSS RECESS LEDGER NAILING SCHEDULE PLYWOOD FLOORING TRUSS PLAN FOR FROM EA. END - USE I SEE FLOOR FRAMING 3/4"=1'-0" (3) SCREWS FOR 24" I SIMPSON LUS26. USE IRECESS LEDGER INTO M2x8 O.C. I LUS26-2 FOR 2PLY (TRUSS. VERIFY W/ I I TRUSS TL,RUSS SHOP 6AWINGS CLIPS @ 24" O.C.) & MORE INFO S15 SECTION @ COMBO TRUSS L -------------------------- 1/2"=V-0" SYP #2 LEDGER W/ ALIGN 2ND FLOOR MIN. (4) 16d NAILS TO STUDS w/ 1ST FLOOR EACH STUD (AT EACH OPT. TRUSS RECESS LEDGER SIDE OF G.T. USE (4) SHEATHING IS NOT 16d NAILS) LD01 LEDGER @ GIRDERD03 LEDGER @ OPEN TO BELOW 3/4"=1'-0" 3/4"=1'-0" 2x8's MIN. SPF #2 @ 16" 2x4 LEDGER W/ (2) EXTERIOR WALL SHEATHING & O.C. MAX (U.N.O.) POI NT NAILING PER PLAN. SHEATHING CONT. EXT. FINISH PER 10d NAILS @ 16" O.C. TOTTACH POOR NAILING OTTOSCHEDUPLATE Lf/ BLOCKING (U.N.O.) ARCHS MSTAM24 EA. SIDE OF - EA. STUD TO WALL BELOW W/ (9) 10d NAILS AND (5) 1/4"x2 3/4" TAPCONS PER STRAP;CENTER STRAP BETWEEN MASONRY WALL AND FRAME WALL CONTRACTOR MAY USE SIMPSON HTT4 AT WINDOW JAMB STUDS INSTEAD OF INDICATED EXTERIOR FLAT STRAP. INTERIOR FLAT STRAP IS STILL REQUIRED AT JAMB STUD CONDITION SEE ARCHS FOR —� FURRING AND INTERIOR FINISH MASONRY WALL PER - PLAN SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE 2x8 #2 SYP P.T. SILL PLATE W/ 1/2" EPDXY ANCHOR BOLT OR J -BOLT W/ MIN. 7" EMBED. @ 32" O.C. & 3" FROM EA.END MAX 1/8" GAP BETWEEN SHEATHING AND CMU CONT. #5 IN TIE BEAM EXT. FINISH PER ARCHS FO WALL SPLICE DETAILS 1 1/2"=1'-0" PRE ENGINEERED TRUSSES @ 24" O.C. 12 MAX. PER PLAN PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (2) 2x TOP PLATE O.H. SIMPSON SP2 @TOP & EACH DIAGONAL PER ELEV. BRACE (2) 2x HEADER SEE 1/2" THREADED ROD 2x #2 SPF STUDS @ 16" PLAN FOR MORE INFO r--------------------------=1 O.C. w/ EXT. SHEATHING & CONNECTIONS TO BEARING WALL FROM TOP OF WALL TO NOTES FOR BASE SCHEDULE BOTTOM OF TRUSS/ 2x4 CONT. W/ (2) 12d 2x BOTTOM PLATE, GIRDER SEE PLAN FOR CONNECT TO DOUBLE BLOCKING W/ SIMPSON WINDOW ATTACHMENT HUC24-2 EACH END, NAILS @ 6" O.C. INFO. IF WALL WINDOW SEE PLAN FIN. FLOOR SHEATHING ISN'T CONT. FOR LOCATION I%"x3" SDS WOOD R LSTA18 STRAPS ARE 2x BLOCKING w/ (2) 12d LOW ROOF TRUSS SEE REQ'D FROM STUDS TO TOENAILS EACH SIDE PLAN GIRDER BELOW IF WALL SHEATHING IS & 3" FROM SEE LD02/SD2 FOR STOPPED BELOW OR WOOD WALL PER MORE INFO IF ROOF LINE S14 SECTION @ RAISED KEEL TRUSS TRUSSES ARE 1/2"=1'-0" ,nt is copyrighted and is the exclusive property of MONTA CONSULTING PARALLEL TO WALL 2x BASE PLATE W/ 12d I L --------------------------J ROOF SHEATHING @ 24" O.C. TO FLOOR ATTACHED PER SYSTEM BELOW OPT. TRUSS RECESS LEDGER NAILING SCHEDULE PLYWOOD FLOORING TRUSS PLAN FOR LD04 SECTION @ LOW ROOF SEE FLOOR FRAMING 3/4"=1'-0" PLAN FOR MORE INFO I � � TRUSS IS CONT. BRG ON MASONRY USE SEE PLAN FOR I \ \ TRUSS DIRECTION PLAN CLIPS @ 24" O.C.) & MORE INFO S15 SECTION @ COMBO TRUSS 1/2"=V-0" EXT. SHEATHING FROM FLOOR GIRDER SEE —J 1 / PLAN FOR 111//� CONNECTION SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO F1 TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" —COPYRIGHT MCD 2015: The information contained in this documi 2x EXT. FRAME WALL PER PLAN SIMPSON H1 OA @ SIMPSON SP2 @TOP & EACH DIAGONAL SP1 @BASE. LSTA18 BRACE OR MTS12 MAY BE 1/2" THREADED ROD USED @ BASE CONTINUOUS TO r--------------------------=1 FOUNDATION. REFER EXTERIOR SHEATHING TO BEARING WALL ATTACH PER NAILING NOTES FOR BASE SCHEDULE CONNECTION 2x4 CONT. W/ (2) 12d 2x BOTTOM PLATE, (2) 2x4 #2 SYP CONNECT TO DOUBLE BLOCKING W/ SIMPSON TOP PLATE W/ 16d HUC24-2 EACH END, NAILS @ 6" O.C. AL2ND STORY W/ %Z' EPDXY ANCHOR OR J -BOLT @ 32" O.C. FIN. FLOOR (2) 2x TOP PLATE 2x BEARING BEARING WALL PER PLAN, FRAME CONTINUOUS TO BOTTOM PLATE OF 2ND STORY WALL F1 BRACING @ 2 STORY FRAME WALL EXT. SHEATHING 2x8 MIN. SPF #2 @ 16" ATTACH PER NAILING O.C. - SEE FRAMING SCHEDULE PLAN FOR MORE INFO. 2x4 BLOCKING BETWEEN STUDS W/ (2) 12d TOE NAILS EACH END SEE LD02/SD2 FOR MORE INFO. 2x8 #2 SYP P.T. SILL PLATE W/ 1/2" J -BOLT W/ MIN. 7" EMBED. @ 6" FROM EACH END & @ 32" O.C. MAX W/ WASHER. ALTERNATE CONNECTION: USE 1/2" IF SHEATHING IS NOT ALL THREAD ROD W/ 7" CONTINUOUS TO BASE MIN. EMBED USING PLATE, SP8 TOP AND SIMPSON SET -XP BOTTOM ARE REQ'D EPDXY @ 6" FROM EACH END & @ 32" O.C. C.M.U. WALL PER PLAN MAX W/ WASHER T�=l F1 SECTION @ OPEN TO ABOVE 2x SYP #2 LEDGER TO UPPER FLOOR WALL W/ 1/4" X 3-1/2" SIMPSON SDS SCREW @ 16" O.C. 2x BRG WALL W/ 2x BRG WALL W/ SIMPSON SP2 @ SIMPSON SP2 @TOP & 2x BLOCKING W/ (2) 12d SP1 @BASE. LSTA18 TOENAILS EACH END OR MTS12 MAY BE WALL IS CONT. BRG ON TRUSS USED @ BASE 2x BASE PLATE W/ (2) r--------------------------=1 12d NAILS @ 12" O.C. EXTERIOR SHEATHING I ATTACH PER NAILING 3/4" FLOOR SHEATHING SCHEDULE ATTACHED PER 2x4 CONT. W/ (2) 12d NAILING SCHEDULE (2) 2x4 #2 SYP NAILS TO EACH STUD BLOCKING W/ SIMPSON TRUSS TO LEDGER I HUC24-2 EACH END, I IMIN. USE (4) 10d & (2) 10d W/ %Z' EPDXY ANCHOR OR J -BOLT @ 32" O.C. NAILS. UNDER SEE PLAN WINDOW JAMBS USE I%"x3" SDS WOOD R (2) 2x6 W/ HUC26-2. & 6" FROM EACH ENDA LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR PLAN CONNECTIONS & 3" FROM MASONRY (SHOWN) OR WOOD WALL PER LEDGER RECESSED I PLAN S14 SECTION @ RAISED KEEL TRUSS INTO TRUSS. VERIFY I 1/2"=1'-0" ,nt is copyrighted and is the exclusive property of MONTA CONSULTING 2x8 #2 SPF MIN STUOIS 2x BRG WALL W/ SIMPSON SP2 @ 12d NAILS @ 12" O.C. @ 16" O.C. PER PLAN USE SIMPSON MTS12 MTS12 MAY BE USED @ BASE.(WHEN OR LSTA18 TO WALL IS CONT. BRG ON TRUSS SEE 2NE STRAP STUDS W/ LSTA18 @ 16" O.C. r--------------------------=1 WALL SE CONNECTED W/ MTS12 I ADDITIO OR LSTA18 I I INFORM 2x4 CONT. W/ (2) 12d I SIMPSON H2.5 I NAILS TO EACH STUD a TRUSS TO LEDGER I 2x8 #2 SYP SILL PLATE I IMIN. I I W/ %Z' EPDXY ANCHOR OR J -BOLT @ 32" O.C. 2x6 #2 SYP (CONT. LEDGER w/ (2) W/ MIN. 7" EMBEDMENT I%"x3" SDS WOOD R & 6" FROM EACH ENDA ISCREWS @ 16" O.C. I IMAX - EQUALLY USE (4) 10d & (2 & 3" FROM (SPACED END OF LEDGER - LEDGER RECESSED I IUSE (3) SREWS IF 24" INTO TRUSS. VERIFY I WINDOW JAMBS USE IO.C. IS REQUIRED w/ SHOP DRAWINGS MASONRY WALL PER I L --------------------------J I PLAN B LOW ROOF TRUSS SEE OPT. TRUSS RECESS LEDGER SEE FLOOR PLAN TRUSS PLAN FOR LD04 SECTION @ LOW ROOF 3/4"=1'-0" 2x4 BLOCKING W/ (2) 16d NAILS @ EACH END.BLOCK ADJACENT BAYS @ EACH DIAGONAL BRACE AS SHOWN. FASTEN ROOF SHEATHING TO 2x BLOCKING W/ 8d NAILS @ 6" O.C. (5) 16d NAILS DIAGONAL BRACE TO BLOCKING PROVIDE 2x4 SYP #2 CONT. BRACE W/ (2) 16d NAILS EACH DIAGONAL BRACE. TRUSSES PER PLAN 2x4 SYP #2 DIAGONAL BRACE @ 48" O.C. MAX. 45° FROM HORIZONTAL BRACE NOT REQUIRED 6' FROM EAVES. 2x BASE PLATE W/ (2) 2x BRG WALL W/ SIMPSON SP2 @ 12d NAILS @ 12" O.C. TOP & SP1 @ BASE. LSTA18 OR USE SIMPSON MTS12 MTS12 MAY BE USED @ BASE.(WHEN OR LSTA18 TO WALL IS CONT. BRG ON TRUSS BLOCKING BELOW. STRAP STUDS W/ LSTA18 @ 16" O.C. NOT REQ'D IF STUD IS TO TRUSS BELOW) CONNECTED W/ MTS12 3/4" FLOOR SHEATHING ATTACHED OR LSTA18 PER NAILING SCHEDULE 2x BLOCKING WFi PLATES U.N.O. TOENAILS EAC a FLOOR TRUSS PER (2) 2x4 #2 SYP - PLAN BLOCKING W/ SHUC24-2 EACH USE (4) 10d & (2 NAILS. UNDER WINDOW JAMBS USE sE=PAN (2) 2x6 W/ HUC26-2. B LOW ROOF TRUSS SEE SEE FLOOR PLAN TRUSS PLAN FOR CONNECTIONS (IF TRUSS IS CONT. BRG ON MASONRY USE MASONRY (SHOWN) META16 @ 24" O.C. OR OR WOOD WALL PER ON WOOD USE HGA PLAN CLIPS @ 24" O.C.) S15 SECTION @ COMBO TRUSS 1/2"=V-0" EXT. SHEATHING FROM ALIGN 2ND FLOOR TOP OF WALL TO DBL STUDS w/ 1ST FLOOR BOTTOM PLATE. IF STUDS SHEATHING IS NOT CONT. ADD BLOCKING (2) 2x SPF#2 BASE STUDS ABOVE ARE @ SHEATHING SPLICE PLATE. ATTACH 1ST PLY W/ (3) 10d TOENAILS W/ (2) 16d NAILS @ EACH EA. END. SIMPS. SP4 TRUSS, THEN ATTACH TO ALIGN W/ STUDS @ TOP REQ'D 2ND PLY W/ (2) 10d NAILS ROOF SHEATHING @ 12" O.C. ATTACH PER NAILING SIMPSON CS18 PER BELOW SCHEDULE WF16/SD6 2x4 SYP#2 BLOCKING Vz W/ (2) 10d TOE NAILS (2) 2x TOP PLATE LOW ROOF TRUSS W/ STA3 16" TALL RAISED HEEL SEE PLAN FOR BOTTOM CHORD BEARING WALL EXTENSION REQUIREMENTS. SEE ATTACH EACH TRUSS STUDS TO ALIGN W/ TO BEARING WALL STUDS ABOVE USING SIMPSON H10A U.N.O. ON FRAMING PLANS fi F2 SECTION @ 2 -STORY BRG. DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of t (2) 2x HEADER SEE FLOOR PLAN FOR MORE INFO LSTA30 HEADER— TO BUILT UP STUD 1/2" THREADED ROD WITHIN 6" OF BUILT UP COLUMN ABOVE W/ NUT & 2" WASHER TOP & BOTTOM. PROVIDE SOLID BLOCKING - WITHIN FLOOR SYSTEM UNDER BUILT UP COLUMNS SPF BASE (2) 2x SPF TOP PLATES U.N.O. 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS BELOW PRE-ENGINEERED FLOOR SYSTEM KNEEWALL OR BEAM 2X4 #2 SYP NAILER TO STUDS W/ 3-16d @ EA. STUD. ATTACH TRUSS TO NAILER W/ (3) 10d TOE NAILS. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X8 #2 SYP CONT. LEDGER W/ (4) 16d NAILS. ATTACH NAILS INTO END OF EA. FLOOR TRUSS, 24" O.C. MAX. (INSTALL (4) NAILS AT EA. SIDE OF G.T.) SIMPSON LUS26 OR IF 2 -PLY TRUSS SIMPSON LUS26-2 TRUSS TO LEDGER 8" CMU WALL, TYP. SEE FLOOR FRAMING PLAN FOR MORE INFO. VERIFY PLAN FOR LOCATION AND DIRECTION SP4 TOP & BOTTOM OF EA STUD U.N.O. SIMPSON CS18 STUDS ABOVE TO HEADER BELOW 1/2" THREADED ROD @ 32" O.C. MAX W/ NUT & 2" WASHER TOP & BOTTOM Cq Cq °c 2Z N r p, Z U sj Z F- z O:zQ CO 10 LL"I"iiipm W Z O U U) W W W V J W 0 0 �/!F- /� W v J �- 0 I— I— W F— W 2 C7 d' O 04 F- 0 J W Q LL W W Z W Cl) Q Z a I— CJ m Q LL1 M: W NU)p O r }Z. a- 0. N U op o _ row U ? 2 9 z� am Z 2 LU W U F ��(0r-o �� p U)rn � 0 N (n Z cl r a (QP- Or). -a Z Q OP -z _j LL J O¢ o} 0 0 Z QO�� ii a o= z w z E OZF-wYo UCK< 0- 3: Z3:O� Cl) 0 O o 0 11 1 STRUCTURAL ENG: BED DRAFTING: -STRUCT: DP QC CHECK: CC JOB No, PSQ-0206293 SCALE: AS INDICATED DATE: 11/12/18 SD6 T (2) 2x SPF TOP T T T PLATES U.N.O. a m - �? (2) 2x HEADER B SEE FLOOR PLAN FOR MORE INFO 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS BELOW STA3 2x P.T. BASE PLATE SEE HEADER TO BEARING SCHEDULE FOR BUILT UP A.B. INFO STUD fj� LlLL SEE FOUND, PLAN FOR FTG. REQ. A O1/2" J -BOLTS @ 6" FROM EA. END OFO SEE CHART FOR REQUIRED JACKS / STRAPS TOP & WALL & WALL OPENINGS @ 32"o.c. KINGS # OF STUDS TO MATCH MAX. W/ 7" MIN. EMBEDMENT & BETWEEN FLOORS BOTTOM OF EA. STUD PER BEARING WALL WASHER SEE BEARING WALL SCHEDULE SCHEDULE FOR MORE INFORMATION. ALTERNATE CONNECTION: 1/2" ALL O AT OPENINGS LARGER THAN THREAD ROD 6" FROM EA. END OF �' 4'-2" ATTACH TOP PLATE TO ALL CS18 STRAPS TO HAVE MIN WALL, WALL OPENINGS & AT 32" O.C. HEADER WITH LSTA12 BENT 12" END LENGTH ON STUDS W/ MAX (7" MIN.EMBED USING SIMPSON OVER W/ (5) 10d NAILS INTO TOP (18) 8d NAILS SET -XP EPDXY) W/ WASHER PLATE AND (5) 10d NAILS INTO HEADER PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS (6F1k 2 STORY INTERIOR BEARING WALL hese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. Cq Cq °c 2Z N r p, Z U sj Z F- z O:zQ CO 10 LL"I"iiipm W Z O U U) W W W V J W 0 0 �/!F- /� W v J �- 0 I— I— W F— W 2 C7 d' O 04 F- 0 J W Q LL W W Z W Cl) Q Z a I— CJ m Q LL1 M: W NU)p O r }Z. a- 0. N U op o _ row U ? 2 9 z� am Z 2 LU W U F ��(0r-o �� p U)rn � 0 N (n Z cl r a (QP- Or). -a Z Q OP -z _j LL J O¢ o} 0 0 Z QO�� ii a o= z w z E OZF-wYo UCK< 0- 3: Z3:O� Cl) 0 O o 0 11 1 STRUCTURAL ENG: BED DRAFTING: -STRUCT: DP QC CHECK: CC JOB No, PSQ-0206293 SCALE: AS INDICATED DATE: 11/12/18 SD6 NOTE: WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING W/ (2) A34 CLIPS TO TRANSFER LATERAL LOADS 2x TOP & BOT. RIBBONS, CONT. NOTE: ALL FLOOR SOLID SHEATHING @ EXTERIOR SHEATHING HEADER FROM TOP OF WALL SIMPSON SP4 W/ (6) TO BOTTOM OF FLOOR F �� SHFFr 10d x1-1)2" @ 24" O.C. SYSTEM (RIBBON / (USE SP6 @ 2x6 STUDS BEAM) ATTACHED PER & SP8 @ 2x8 STUDS) NAILING SCHEDULE. IF SHEATHING CAN NOT PLATE W/ (2) 10d BE INSTALLED AS (2) 2x SPF TOP PLATE INDICATED, U.N.O. ON PLAN CONTRACTOR TO HEADER - SEE 2ND FOLLOW WS06/SD4 / FLOOR PLAN FOR MIN. FOR REQUIRED HEADER SIZE & REQ'D STRAPS JAMB STUDS 2x TOP & BOT. RIBBONS, CONT. NOTE: ALL FLOOR DP QC CHECK: IF HEADER IS UPSET (2) 2x SILL AT WINDOW TRUSSES TO BE P.T. IF SCALE: AND WINDOW IS W/ 2x CRIPPLE STUDS 11/12/18 NO MOISTURE LOWER: (1) 2x SILL AT EA. END NAILED TO BARRIER (FELT PAPER PLATE W/ (2) 10d STUD PACK W/ 10d OR SIM) IS PROVIDED TOENAILS. EXT. NAILS @ 8" O.C. THEN SEE FRAMING PLAN HEADER OPENINGS STUDS @ 16" O.C. FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION LESS THAN 4FT:(1) 2x ATTACH SILL W/ (2) 10d ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING SILL PLATE W/ (2) 10d TOENAILS AT EA. END IS INDICATED, BASE STRAPS ARE REQ'D ON MASONRY WALL SEE TOENAILS. OPENING OF SILL (MAX OPEN'G S4 HEADER CONNECTION @ 2ND FLOOR LARGER THAN 4FT: (2) WIDTH 4'-0"). USE A35 2x SILL PLATE W/A35 CLIP AT EA, END FOR CLIPS EACH SIDE W/ 2x OPENINGS GREATER CRIPPLES @ 16" O.C. THAN 4' BUT LESS W/ (2) 10d TOENAILS THAN 6' T&B (PLYWOOD SHEATHING REQ'D T&B) SEPARATE SHEATHING UNDER WINDOW 2x TOP & BOT. RIBBONS, CONT. NOTE: ALL FLOOR DP QC CHECK: CC JOB N0. TRUSSES TO BE P.T. IF SCALE: AS INDICATED DATE: 11/12/18 NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED SEE FRAMING PLAN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION CMU WALL BELOW PER DETAIL INCDICATED ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING REQ'D ON EITHER SIDE OF WALL. IF WF02/SD6 BELOW JAMBS IS INDICATED, BASE STRAPS ARE REQ'D ON MASONRY WALL SEE BOTH SIDES OF THE WALL PLAN FOR MORE INFO S4 HEADER CONNECTION @ 2ND FLOOR 3/4"=1'-0" NOT USED NOTE: WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE L2 rA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING W/ (2) A34 CLIPS TO TRANSFER LATERAL LOADS EXTERIOR SHEATHING FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM (RIBBON / BEAM)ATTACHED PER NAILING SCHEDULE. IF SHEATHING CAN NOT BE INSTALLED AS INDICATED, CONTRACTOR TO FOLLOW WS07/SD4 FOR REQUIRED STRAPS (2) 2x SILL AT WINDOW W/ 2x CRIPPLE STUDS AT EA. END NAILED TO STUD PACK W/ 10d NAILS @ 8" O.C. THEN STUDS @ 16" O.C. ATTACH SILL W/ (2) 10d TOENAILS AT EA. END OF SILL (MAX OPEN'G WIDTH 4'-0"). USE A35 CLIP AT EA. END FOR OPENINGS GREATER THAN 4' BUT LESS THAN 6' SOLID SHEATHING @ HEADER SIMPSON SP4 W/ (6) 10d x1-1/2" @ 24" O.C. (USE SP6 @ 2x6 STUDS & SP8 @ 2x8 STUDS) (2) 2x SPF TOP PLATE U.N.O. ON PLAN HEADER-SEE2ND FLOOR PLAN FOR MIN. HEADER SIZE & REQ'D JAMB STUDS IF HEADER IS UPSET AND WINDOW IS LOWER: (1) 2x SILL PLATE W/ (2) 10d TOENAILS. EXT. HEADER OPENINGS LESS THAN 4FT:(1) 2x SILL PLATE W/ (2) 10d TOENAILS. OPENING LARGER THAN 4FT: (2) 2x SILL PLATE W/ A35 CLIPS EACH SIDE W/ 2x CRIPPLES @ 16" O.C. W/ (2) 10d TOENAILS T&B (PLYWOOD SHEATHING REQ'D T&B) SEE FRAMING PLAN FOR FLOOR CONNECTION FLOOR GRIDER OR BEAM fi S4 HEADER CONNECTION @ 2nd FLOOR HIGH BM 3/4"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. Q z z w 0 W W 0 z O t 0 W 0 N I— O Wa> O J W 2Wfn LU LU QZ (LI- CY m a w two Oo Z T } 0- OoN� N N 0 0 Z�2 (A LL W V 8 zam z (D W WO W H o 06 U)�rn v 0wz0co S I- p -F- C J p Q p} O O (n O Q v ZQp�2ui o Q x z W z E OZI-wYo vCC¢0,¢a o 0 L z i z co > COO O G STRUCTURAL ENG: BED -STRUCT: DP QC CHECK: CC JOB N0. PSQ-0206293 SCALE: AS INDICATED DATE: 11/12/18 MIN. (3) 2x SYP #2 — STUDS REQ'D @ END OF LANDING W/ MIN. (6) 16d NAILS FROM (2)2x12 SYP#2 HEADER TO BUILT-UP STUD COLUMN STANDARD (3)2x12 — SYP#2 STRINGERS W/ SIMPSON A35 /A34 CLIP TO FLOOR SYSTEM & LANDING FRAMING STANDARD (3) 2X12 STRINGERS W/ SIMPSON A34 CLIP TO FLOOR SYSTEM LINE UP 2xJOIST IN LINE WITH MIDDLE 2x12 STRINGER TO BE UTILIZED AS BLOCKING MIN. 2x8 SYP#2 JOISTS z @ LANDING @ 16"O.C. o W/ SIMPSON A35 OR z LUS26 HANGER ON EACH SIDE N_ O x F- 0 MIN. 2x8 SYP#2 JOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT. LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EACH STUD. ((2) 1/4" x 3 1/4" TAPCONS @ 16" O.C. MAX. FOR MASONRY WALL) 3/4" PLYWOOD OR OSB SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 10d TOENAILS EACH END SEE PLAN FOR MASONRY WALL OR WOOD WALL (2) 2x12 SYP#2 BEAM PER MIN. 2x8 SYP#2 JOIST (P.T. IF ATTACHING TO MASONRY SCHEDULE REQ'D @ END OF MIN. 2x8 SYP#2 JOISTS WALL) CONT. LEDGER w/ (3) 16d LANDING FOR STRINGERS TO @ LANDING @ 16"O.C. NAILS @ 16" O.C. MAX. TO EACH CONNECT TO. BEAM TO BEAR W/ SIMPSON A35 OR STUD. ((2) 1/4"x3-1/4" TAPCONS DIRECTLY ON BUILT UP LUS26 HANGER ON @ 16" O.C. MAX. FOR MASONRY COLUMNS BELOW OR EACH SIDE WALL) ALTERNATE HANGER @ RIGHT OF THIS DETAIL A -A PLAN VIEW @ 180 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING zz/( 3/4" O.S.B. W/ 8d NAILS @ 3" O.C. TOP AND A35 @ EA. STRINGER BOTTOM CHORD TO LANDING FLOOR SYSTEM PER SEE ARCHS. FOR MAX. FRAMING PLAN TYP. RISE STEPS AND MIN. TREAD DEPTH 6" MIN. STAIR WINDER DETAIL MIN. 2x8 SYP#: LEDGER (P.T. I AT rACHING T( MASONRY WA' SIMPSON A35 CONNECTIONS MASONRY WAL FRAME WALL B PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERALFLOOR CONSTRUCTION NOTES BEAM @ END OF LANDING PER SCHEDULE OPTIONAL (2)2x12 SYP#2 ATTACHMENT TO CMU/LEDGER IN LIEU OF BUILT UP COLUMN WOOD: HU210-2/HUC210-2 W/ (18)16d NAILS TO LEDGER/SUPPORT AND (10)10d NAILS TO (2)2x12 SYP#2 HEADER MASONRY: HU210-2/HUC210-2 W/ (18) 1/4"x3-1/4" TAPCONS TO CMU AND (10) 10d NAILS TO (2)2x12 SYP#2 HEADER B -B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING OR LET -IN 2x4 SYP#2 CLEAT AND ATTACH TO JOISTS BELOW W/(2) -12d NAILS @ 16" O.C. (3) 16d TOENAILS BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING 12'-0" OR LESS (2) 2x12 2x8 V-0" ATTACH 2x6 VERTICAL PENDING LANDING TO TRUSS %a" x 3" L MID SPAN BLOCKINGTO HEIGHT AND PLAN \ ¢ (2) 2x12 SYP#2 BEAM SPACED/CENTERED IN 2x4 CONT. TOP PLATE WITHIN SUPPORT MATCH JOIST FACE OF TRUSS WALL COULD BE ~ PER SCHEDULE REQ'D REQUIRED. SEE PLAN FACE OF TRUSS DEPTH W/ (3) 10d 2x12 STRINGERS ONE N.T.S. HEADER AND W @ END OF LANDING SUPPORT ONE @ MID -SPAN A TOENAILS EACH END A34 @ EA. STRINGER TO LANDING FOR STRINGERS TO 2x JOIST (P.T. IF 2x ATTACHED TO ATTACHING TO MASONRY STRINGER III CONNECT TO. BEAM WALL) CONT LEDGER w/ III \ I I I PER SCHEDULE @ END (3) 16d NAILS @ 16" O.C. OF LANDING FOR MAX. TO EACH STUD. ((2) TO BEAR DIRECTLY ON STRINGERS TO / ON EACH SIDE AND I I I I BUILT UP COLUMNS 16" O.C. MAX. FOR ONE @ MID -SPAN I I TO BEAR DIRECTLY ON BELOW OR \ I I I BUILT UP COLUMN I I I ALTERNATE HANGER SEE TABLE FOR MAX. @ RIGHT OF THIS 1 WIDTH OF LANDING WOOD OR MASONRY DETAIL A -A PLAN VIEW @ 90 DEGREE TURN LANDING MIN. (3) 2x SYP #2 STUDS SEE SCHEDULE FOR MAX WIDTH OF LANDING REQ'D @ END OF LANDING MIN. (3) 2x4 SYP #2 W/ MIN. (6) 16d NAILS SEE PLAN FOR DEPTH COLUMN FROM (2)2x12 SYP#2 SPACED TAPCONS @ MIN. OF LANDING SCHEDULE HEADER TO BUILT UP 2x P.T. BOTTOM PLATE HEIGHT OF LANDING STUD COLUMN PER FLOOR PLAN i OPTIONALxSYP#2 ATTACHMENTNT TOO CMU/LEDGER IN LIEU OF BUILT UP COLUMN WOOD: HU210-2/HUC210-2 W/ (18)16d NAILS TO a LEDGER/SUPPORT AND (10)10d NAILS TO (2)2x12 C SYP#2 HEADER u MASONRY: a HU210-2/HUC210-2 W/ F (18) 1/4"x3-1/4" TAPCONS u TO CMU AND (10) 10d v NAILS TO (2)2x12 SYP#2 HEADER STANDARD(3)2X12 SYP #2 STRINGERS W/TBF B SIMPSON A34 / A35 L7 CLIP TO FLOOR SYSTEM & LANDING FRAMING STANDARD (3) 2X12 STRINGERS W/ SIMPSON A34 CLIP TO FLOOR SYSTEM LINE UP 2xJOIST IN LINE WITH MIDDLE 2x12 STRINGER TO BE UTILIZED AS BLOCKING MIN. 2x8 SYP#2 JOISTS z @ LANDING @ 16"O.C. o W/ SIMPSON A35 OR z LUS26 HANGER ON EACH SIDE N_ O x F- 0 MIN. 2x8 SYP#2 JOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT. LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EACH STUD. ((2) 1/4" x 3 1/4" TAPCONS @ 16" O.C. MAX. FOR MASONRY WALL) 3/4" PLYWOOD OR OSB SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 10d TOENAILS EACH END SEE PLAN FOR MASONRY WALL OR WOOD WALL (2) 2x12 SYP#2 BEAM PER MIN. 2x8 SYP#2 JOIST (P.T. IF ATTACHING TO MASONRY SCHEDULE REQ'D @ END OF MIN. 2x8 SYP#2 JOISTS WALL) CONT. LEDGER w/ (3) 16d LANDING FOR STRINGERS TO @ LANDING @ 16"O.C. NAILS @ 16" O.C. MAX. TO EACH CONNECT TO. BEAM TO BEAR W/ SIMPSON A35 OR STUD. ((2) 1/4"x3-1/4" TAPCONS DIRECTLY ON BUILT UP LUS26 HANGER ON @ 16" O.C. MAX. FOR MASONRY COLUMNS BELOW OR EACH SIDE WALL) ALTERNATE HANGER @ RIGHT OF THIS DETAIL A -A PLAN VIEW @ 180 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING zz/( 3/4" O.S.B. W/ 8d NAILS @ 3" O.C. TOP AND A35 @ EA. STRINGER BOTTOM CHORD TO LANDING FLOOR SYSTEM PER SEE ARCHS. FOR MAX. FRAMING PLAN TYP. RISE STEPS AND MIN. TREAD DEPTH 6" MIN. STAIR WINDER DETAIL MIN. 2x8 SYP#: LEDGER (P.T. I AT rACHING T( MASONRY WA' SIMPSON A35 CONNECTIONS MASONRY WAL FRAME WALL B PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERALFLOOR CONSTRUCTION NOTES BEAM @ END OF LANDING PER SCHEDULE OPTIONAL (2)2x12 SYP#2 ATTACHMENT TO CMU/LEDGER IN LIEU OF BUILT UP COLUMN WOOD: HU210-2/HUC210-2 W/ (18)16d NAILS TO LEDGER/SUPPORT AND (10)10d NAILS TO (2)2x12 SYP#2 HEADER MASONRY: HU210-2/HUC210-2 W/ (18) 1/4"x3-1/4" TAPCONS TO CMU AND (10) 10d NAILS TO (2)2x12 SYP#2 HEADER B -B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING OR LET -IN 2x4 SYP#2 CLEAT AND ATTACH TO JOISTS BELOW W/(2) -12d NAILS @ 16" O.C. (3) 16d TOENAILS BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING 12'-0" OR LESS (2) 2x12 2x8 V-0" NOTE: 1. STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINIMUM CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDITION OF THE FBC. 2. (2)2x12 SYP#2 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (2)PLY BEAM TOGETHER USING (3)12d NAILS AT 8" O.C. 3. CONTACT EOR FOR CONDITIONS NOT COVERED THIS DETAIL PRIOR TO CONSTRUCTION. NOT USED 3� SEE ARCH PLAN MAX. 4'-0" ABOVE FLOC 2x4 SILL PLATE W/ (2 10d NAILS @ 4" O.C. (NOTCHED @ 2x6 VERTICAL LOCATIOI` 2x6 VERTICAL AND L -BRACE @ 6-0" O.0 @ ANY OPENING 2x4 CONT. TOP PLATE 2x6 VERTICAL @ 6'-0" ATTACH TOP PLATE TO O.C. MIN. AND @ ANY STUDS W/(2)16d TOE OPENING W/IN NAILS HANDRAIL KNEEWALL 2x4 #2 SPF STUDS @ 24" O.C. W/ (2) 12d TOENAILS BOTTOM NOTCH SILL AND PLYWOOD FLOORING TO ALLOW VERTICAL TO SLIDE DOWN TO FACE OF TRUSS -- ATTACH 2x6 VERTICAL PENDING LANDING TO TRUSS %a" x 3" DOUBLE TRUSS PARALLEL TO FLOOR HEIGHT AND PLAN \ EQUALLY LAYOUT. HEADER SPACED/CENTERED IN 2x4 CONT. TOP PLATE WITHIN SUPPORT ATTACH TOP PLATE TO FACE OF TRUSS WALL COULD BE TRUSS SEE PLAN NAILS REQUIRED. SEE PLAN FACE OF TRUSS FOR REQUIRED 2x12 STRINGERS ONE N.T.S. HEADER AND ON EACH SIDE AND MAX. 4'-0" ABOVE FLOOR SUPPORT ONE @ MID -SPAN A A INFORMATION. A34 @ EA. STRINGER TO LANDING 2x JOIST (P.T. IF 2x ATTACHED TO ATTACHING TO MASONRY STRINGER III (2) 2x12 SYP#2 BEAM WALL) CONT LEDGER w/ III \ I I I PER SCHEDULE @ END (3) 16d NAILS @ 16" O.C. OF LANDING FOR MAX. TO EACH STUD. ((2) 2x12 STRINGERS ONE I I I I STRINGERS TO 1/4" x3-1/4" TAPCONS @ ON EACH SIDE AND I I I I CONNECT TO. BEAM 16" O.C. MAX. FOR ONE @ MID -SPAN I I TO BEAR DIRECTLY ON MASONRY WALL) \ I I I BUILT UP COLUMN I I I BELOW. A35 CONNECTION 14+1 WOOD OR MASONRY WALL SEE PLAN FOR 2x8 P.T. SPF #2 (MIN.) LET -IN MORE INFO FASTEN TO SLAB USING MIN. (3) 2x4 SYP #2 MIN. (6) 1/4"x3-1/4" EVENLY COLUMN 2x JOIST PER SPACED TAPCONS @ MIN. SCHEDULE END DISTANCE OF 1-1/2" 2x P.T. BOTTOM PLATE HEIGHT OF LANDING PER FLOOR PLAN NOTE: 1. STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINIMUM CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDITION OF THE FBC. 2. (2)2x12 SYP#2 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (2)PLY BEAM TOGETHER USING (3)12d NAILS AT 8" O.C. 3. CONTACT EOR FOR CONDITIONS NOT COVERED THIS DETAIL PRIOR TO CONSTRUCTION. NOT USED 3� SEE ARCH PLAN MAX. 4'-0" ABOVE FLOC 2x4 SILL PLATE W/ (2 10d NAILS @ 4" O.C. (NOTCHED @ 2x6 VERTICAL LOCATIOI` 2x6 VERTICAL AND L -BRACE @ 6-0" O.0 @ ANY OPENING 2x4 CONT. TOP PLATE 2x6 VERTICAL @ 6'-0" ATTACH TOP PLATE TO O.C. MIN. AND @ ANY STUDS W/(2)16d TOE OPENING W/IN NAILS HANDRAIL KNEEWALL 2x4 #2 SPF STUDS @ 24" O.C. W/ (2) 12d TOENAILS BOTTOM NOTCH SILL AND PLYWOOD FLOORING TO ALLOW VERTICAL TO SLIDE DOWN TO FACE OF TRUSS -- ATTACH 2x6 VERTICAL �— TO TRUSS %a" x 3" DOUBLE TRUSS PARALLEL TO FLOOR R SDS WOOD SCR N.T.S. EQUALLY SDS WOOD SCREWS SPACED/CENTERED IN 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE ATTACH TOP PLATE TO FACE OF TRUSS STUDS W/(2)16d TOE TRUSS SEE PLAN NAILS SCALE: AS INDICATED FACE OF TRUSS SINGLE TRUSS PARALLEL TO FLOOR SEE ARCH PLAN N.T.S. w MAX. 4'-0" ABOVE FLOOR 2x4. SPF STUDS @ X X 24" O.C. W/ (2) 12d ' I ' TOENAILS BOTTOM i 2x4 SILL PLATE W/ (2) NOTCH SILL AND i 10d NAILS @ 4" O.C. PLYWOOD FLOORING I (NOTCHED @ 2x6 TO ALLOW VERTICAL VERTICAL LOCATIONS) TO SLIDE DOWN TO FACE OF TRUSS ATTACH 2x6 VERTICAL N 00 �— 2x6 VERTICAL AND TO TRUSS W/ (3) %" x 3" 0 O o LL1 W N ¢: :,� Q L -BRACE @ 6-0" O.C. & SDS WOOD SCREWS < �d i °e> Q) rt o® 0 ;Z @ ANY OPENING EQUALLY JOB No. PSQ-0206293 SPACED/CENTERED IN TRUSS SEE PLAN TRUSS TO OUTSIDE SCALE: AS INDICATED FACE OF TRUSS SINGLE TRUSS PARALLEL TO FLOOR DATE: 11/12/18 N.T.S. NOTCH FLOOR — SHEATHING TO ACCOMMODATE 2x SECTION X -X 2x4 #2 SPF STUDS @ 24" O.C. NOTCH SILL PLATE FOR VERTICAL 2x L -BRACE W/ 12d NAILS @ 4" O.C. 2x4 CONT. TOP PLATE (ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE NAILS 2x4 #2 SPF STUDS @ 24" O.C. EVERY OTHER STUD TO BE ATTACHED TO TRUSS BELOW (OTHERWISE ATTACH W/ (2) 12d TOENAILS @ BOTTOM) 2x4 SILL PLATE W/ (2) 16d TOE NAIL EA. CONT. BRACE & 10d NAILS @ 4" O.C. TO FLOOR SHEATHING ATTACH 2x4 TO TRUSS W/ (2) %"x3" SDS SCREWS EQUALLY SPACED & CENTERED IN TRUSS GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND TABLE R301.5 (FBC 6TH EDITION) PERPENDICULAR TO FLOOR 1 GENERAL LANDING & rSTQ'3 SECTION @ HANDRAIL W/ STAIR FRAMING INFO SCALE: 3/4"=1'-0" FLOOR TRUSSES SCALE: 3/4"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. UI 0 K 0 0_ U W 0 W U 0 U o vJ z . ^ Qm J (n W LL1 O � H 06 J q. h v O �� W W C� W z p M c- Z Q _j LL 00 I— m _J Z LLJ O0 v �NO� �¢ZQ0�Eii I— 0Z� WYO W U¢Z)w¢= W Ir ¢WJa U)z�°M O WO o d' O N i- 0 W Q LL o 0 J W n W W QZ I1 W fn Q 0 0Z-' a. R Cq (/) I STRUCTURAL ENG: BED W N 00 °qua r a 0 aa-•a,��` ^° :c_n gyp. A' 0 O o LL1 W N ¢: :,� Q J aq pyo < �d i °e> Q) rt o® 0 ;Z of O U)) JOB No. PSQ-0206293 J Q SCALE: AS INDICATED UI 0 K 0 0_ U W 0 W U 0 U o vJ z . ^ Qm J (n W LL1 O � H 06 J q. h v O �� W W C� W z p M c- Z Q _j LL 00 I— m _J Z LLJ O0 v �NO� �¢ZQ0�Eii I— 0Z� WYO W U¢Z)w¢= W Ir ¢WJa U)z�°M O WO o d' O N i- 0 W Q LL o 0 J W n W W QZ I1 W fn Q 0 0Z-' a. R Cq (/) I STRUCTURAL ENG: BED W DRAFTING: tr H -STRUCT: DP U K QC CHECK: CC U)) JOB No. PSQ-0206293 J Q SCALE: AS INDICATED z z DATE: 11/12/18 Q w T1