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3818 Saltmarsh Lp 18-1137 (a)op b; H.B. 161-000 141-81' 301.011 141-011 COMP. Slab Plan "A,B,C" (Standard) SCALE: 1/8" — T -O" (11x17) 1/4" = T-101" (22x34) 13 A GENErXML 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. = 6-0" BIFOLD 26 = 2'-6" 60 B.F. = 6'-0" BIFOLD 28 = 2'-8" 30 = T-0" ALL INT. DOORS TO BE 6-8" TALL U.N.O. OR PER BUILDER/CLIENT �%J%1111111111 o e u co - jE** ui 0: J, op b; H.B. 161-000 141-81' 301.011 141-011 COMP. Slab Plan "A,B,C" (Standard) SCALE: 1/8" — T -O" (11x17) 1/4" = T-101" (22x34) 13 A GENErXML 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. = 6-0" BIFOLD 26 = 2'-6" 60 B.F. = 6'-0" BIFOLD 28 = 2'-8" 30 = T-0" ALL INT. DOORS TO BE 6-8" TALL U.N.O. OR PER BUILDER/CLIENT �%J%1111111111 o e u co - jE** ui 0: 0 -4: 0 4c Z' ol uj cc eo M LU ui c u - co ....... C:> O . .... -------- -- O ti E co 0 0 i u- C6 C cn Q0 0) ,-- - IV5 tM X f'- N co co "a > am c -q E M U) CN C.0 0 co = 0 co C) 0 E Lo M 00 < d. LL. c: w Z z E 0 -c Lu 0z 0 W L. fo 00 0 E c: E u - 4-J u -2 40- 00 C m 00 U-) 4-j O rN fu :3 C) cr CD 0. 4-- Ln 0 c V) M W Z u- 0 LA C L- — 0 L- C:) a 42"1 C) 0 < C r4 = uj Ln 0 8 - ISSUE DATE 01/26/2018 REVISIONS ------------ ------ ------- PROJECT: 18-0123 SCALE: AS NOTED DRAWN BY: JML & JFT ... ... ........... . . ... .... . ... ... DESIGNED BY: MJS SLAB PLAN 01 - 1. lu 'L�d:... .I1 1J �. .v.. 11 16'-0" 30'-0" 14'-0" CD u N 0 ;" 161-8/1 "T 31 11. 31 -CII V-311 ._.___-- _.__. _�...... , �7 ________... ........... �i77.. ._.._........... .....__.._ _....__.7_...-_. ._.._._...__..__. 12 TOP EXT. Gathering FRAME 341/2" KNEEWALL % -T --� Room BELOW 36" BARTOP 9'-4» CLG. 4w) c D.W. 0 r 5Q ��• W o` z o I Kitchengo ___ s 101.010 61-011M 31.011 9'-4" CLG. 91.811 _ -- 16 ---._.-....._... (OPT) COUNTERTOPS 0 V 5 SH REF. --36"1�T-w/ CAB AB . .. ... _._...._._ __I 1/2" GYPSUM _ 2x WALL BOARDS o APPLIED TO r; STORAGE I I THE UNDER 'L STAIR SLOPED CIG. I �� SURFACE AND 1__ - Bedroom 2 _ _ - __ - . ti SIDES 9'-4" CLG. r 11 9'-4" CLG. OPEN TO - 411 ABOVE 4'-6" V.10 30-8" 21.8'1 41-11 31-011 3'•10" X.'1 "�.. -- - too LINE OF--/-- �, 2ND. FLR. NVP ABOVE' 9'-4" CLC.Joco co ca CD M 9>.41f CLC - " " __ _ ... 9'-4" CLG. R&S Lnd r\ T.B. 9'-4" CLC. 21 811 81.011 6" I- W 9--611 LOi6k� - TUBL._..-------------- - . s � � o DR. B. 0 L _ {_I �° 9.4 CLG. ub T L_ v m-411 oo - w . D U .C. I T.P. IIi0- ¢ in eL'b d ° LI N II _ W r C._.: LAV N -, T. VANITY w/ -4,� 2'-2'1 X-011 2'-10" 1 W.H. MIRROR ABV. 4 �� - - -- - --- ___ _ ..__ FULL HT. - -- ? 9'-4" CLC F.F.F. 2'-4" WALL 18'-4" 8" a- 8'-011 LU CL LINE OF FLOOf Z ABV. . . _m�[[ LU � a, -ATTIC a I_-- - ACCESS -. N 5/8" TYPE X DRYWALL c? ON CEILING (TYP) F• 1 2 Car Gara e I 9'-4" CLG F.F.F. I I I I I 16'-0" x T-0" GAR. DR. 3'-0" 161.011 31-011 Y V - X111 41-8" 221II-V 80 'V 011 30'-011 V First Floor Plan "ABC" (Standard) SCALE: 1/8" = 1'-0" (11x17) 1/4 = 1'-0" (22x34) X-011 vi 0 H.B. 4 CV 4 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 - SIDE LIGHT • FG - FIXED GLASS • TR -TRANSOM • GB - GLASS BLOCK • PKT - POCKET DOOR • OBS - OBSCURED GLASS • TEMP - TEMPERED GLASS • SH SINGLE HUNG • DH - DOUBLE HUNG • HR - HORIZONTAL ROLLER • BP -BYPASS • BF - BIFOLD • TYP. - TYPICAL NOTE: SPECIALTY WINDOWS/DOORS, FIXED GLASS WINDOWS, AND TRANSOMS ARE NOTED ON PLANS. NOTES: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB SITE. 2. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION. 3. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY AND COUNTY CODES. 4. A/C CONDENSER UNIT TO BE ANCHORED TO SLAB PER CODE M307.2 & M1309.3. 5. PROVIDE RECESS H&C WATER w/ DRAIN @ WASHER SPACE. 6. VENT DRYER THRU EXTERIOR WALL U.N.O. 7. PROVIDE COLD WATER LINE FOR ICE MAKER LINE @ REF. SPACE. 8. SAG RESISTANT DRYWALL ON ALL CEILINGS. 9. PULL ALL DIMENSIONS FROM THE REAR OF PLAN. 10. REFER TO EXTERIOR ELEVATIONS & TYP. DETAIL SHEETS FOR EXTERIOR WALL FINISH SPECS. 11. REFER TO DETAIL SHEETS FOR FLASHING REQUIREMENTS AT ALL WOOD TO MASONRY INTERFACES. 12. ALL INTERIOR FRAME WALL DIMENSIONS TO BE 3 2"' U.N.O. 13. ALL EXTERIOR BLOCK WALL DIMENSIONS TO BE 7 0 'U.N.O. 0 14. ALL INT. FIRST FLOOR CEILINGS AT 9'-4" U.N.O. :E •• ALL INT. SECOND FLOOR CEILINGS AT 9'-0" U.N.O. o 0 15. C.M.U. & FRAME WALL SYSTEM SEGMENTS WHICH o HAVE AN UNINTERRUPTED LENGTH OF 12'-0" OR MORE SHALL BE CONSIDERED SHEAR WALL SWS = �' SHEAR WALL SEGMENTS. o 16. OPENING BETWEEN GARAGE AND RESIDENCE oz SHALL BE EQUIPPED w/ A 20 MIN. FIRE RATED W SOLID WOOD OR HONEYCOMB CORE STEEL DOOR Q NOT LESS THAN 1 3/8" THICKNESS AS PER z FBC-R302.5.1. 0 8 17. INSTALL 5/8" TYPE X DRYWALL ON GARAGE 0 CEILING BENEATH HABITABLE ROOMS (TYP.) Q 18. GARAGE DOOR TO BE CERTIFIED BY MFR. FOR 140 0 M.P.H. vi z 19. ALL TUB & SHOWER UNITS WILL HAVE ANTI -SCALDING DEVICES INSTALLED. cn 20. ALL OPERABLE WINDOWS LOCATED MORE THAN 72" ABV. SURFACE BELOW SHALL HAVE THE z LOWEST PORTION OF WINDOW CLEAR OPENING A MIN. OF 24" ABOVE FINISHED FLOOR BEING o SERVER PER (FBC-R312.2). z 21. ALL INT. DOORS TO BE 6'-8" TALL U.N.O. OR PER w BUILDER / CLIENT o v, DOOR NOTE KEY: w w DOOR SIZE CALLOUT: 20 = 2'1 40 B.F. = 4'-0" BIFOLD z 24 = 2'1 50 B.F. = 5'-0" BIFOLD 26 = 2'1 60 B.F. = 6'-0" BIFOLD 28 = 2'-8" 30 = T-0" o WINDOW NOTE KEY: 0 WINDOW SIZE CALLOUT: 2040 = 2'-0" x 4'-0" o 2050 = 2'-0" x 5'-0" 2060 = 21-0" x V-0" • ALL WINDOW CALLOUTS ARE MEASURED IN FEET & Ld INCHES AS PER THE EXAMPLE TABLE ABOVE. Ld Of m Area Tabulations r Living: LIJ 1 st floor: 1,186 sf o 2nd Floor: 1,227 sf o Total Living: 2,413 sf a entry: 99 sf covered lanai: 117 sf garage: 455 sf Total Area: 3,084 sf C 0 A / 14'.8'1 1_0" 10'-011 4 AIC COMP. (2)3050 S.H. wQ CL Covered Lanai 9'-4" CLG. F.F.F. C 4 ( 6'-8" 81.011 11.4" 8" 121.811 8 Dining Room - 8'.0" x 8'-C" S.G.D. 9'-4" CLG. c=ri ,..811.. � CD u N 0 ;" 161-8/1 "T 31 11. 31 -CII V-311 ._.___-- _.__. _�...... , �7 ________... ........... �i77.. ._.._........... .....__.._ _....__.7_...-_. ._.._._...__..__. 12 TOP EXT. Gathering FRAME 341/2" KNEEWALL % -T --� Room BELOW 36" BARTOP 9'-4» CLG. 4w) c D.W. 0 r 5Q ��• W o` z o I Kitchengo ___ s 101.010 61-011M 31.011 9'-4" CLG. 91.811 _ -- 16 ---._.-....._... (OPT) COUNTERTOPS 0 V 5 SH REF. --36"1�T-w/ CAB AB . .. ... _._...._._ __I 1/2" GYPSUM _ 2x WALL BOARDS o APPLIED TO r; STORAGE I I THE UNDER 'L STAIR SLOPED CIG. I �� SURFACE AND 1__ - Bedroom 2 _ _ - __ - . ti SIDES 9'-4" CLG. r 11 9'-4" CLG. OPEN TO - 411 ABOVE 4'-6" V.10 30-8" 21.8'1 41-11 31-011 3'•10" X.'1 "�.. -- - too LINE OF--/-- �, 2ND. FLR. NVP ABOVE' 9'-4" CLC.Joco co ca CD M 9>.41f CLC - " " __ _ ... 9'-4" CLG. R&S Lnd r\ T.B. 9'-4" CLC. 21 811 81.011 6" I- W 9--611 LOi6k� - TUBL._..-------------- - . s � � o DR. B. 0 L _ {_I �° 9.4 CLG. ub T L_ v m-411 oo - w . D U .C. I T.P. IIi0- ¢ in eL'b d ° LI N II _ W r C._.: LAV N -, T. VANITY w/ -4,� 2'-2'1 X-011 2'-10" 1 W.H. MIRROR ABV. 4 �� - - -- - --- ___ _ ..__ FULL HT. - -- ? 9'-4" CLC F.F.F. 2'-4" WALL 18'-4" 8" a- 8'-011 LU CL LINE OF FLOOf Z ABV. . . _m�[[ LU � a, -ATTIC a I_-- - ACCESS -. N 5/8" TYPE X DRYWALL c? ON CEILING (TYP) F• 1 2 Car Gara e I 9'-4" CLG F.F.F. I I I I I 16'-0" x T-0" GAR. DR. 3'-0" 161.011 31-011 Y V - X111 41-8" 221II-V 80 'V 011 30'-011 V First Floor Plan "ABC" (Standard) SCALE: 1/8" = 1'-0" (11x17) 1/4 = 1'-0" (22x34) X-011 vi 0 H.B. 4 CV 4 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 - SIDE LIGHT • FG - FIXED GLASS • TR -TRANSOM • GB - GLASS BLOCK • PKT - POCKET DOOR • OBS - OBSCURED GLASS • TEMP - TEMPERED GLASS • SH SINGLE HUNG • DH - DOUBLE HUNG • HR - HORIZONTAL ROLLER • BP -BYPASS • BF - BIFOLD • TYP. - TYPICAL NOTE: SPECIALTY WINDOWS/DOORS, FIXED GLASS WINDOWS, AND TRANSOMS ARE NOTED ON PLANS. NOTES: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB SITE. 2. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION. 3. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY AND COUNTY CODES. 4. A/C CONDENSER UNIT TO BE ANCHORED TO SLAB PER CODE M307.2 & M1309.3. 5. PROVIDE RECESS H&C WATER w/ DRAIN @ WASHER SPACE. 6. VENT DRYER THRU EXTERIOR WALL U.N.O. 7. PROVIDE COLD WATER LINE FOR ICE MAKER LINE @ REF. SPACE. 8. SAG RESISTANT DRYWALL ON ALL CEILINGS. 9. PULL ALL DIMENSIONS FROM THE REAR OF PLAN. 10. REFER TO EXTERIOR ELEVATIONS & TYP. DETAIL SHEETS FOR EXTERIOR WALL FINISH SPECS. 11. REFER TO DETAIL SHEETS FOR FLASHING REQUIREMENTS AT ALL WOOD TO MASONRY INTERFACES. 12. ALL INTERIOR FRAME WALL DIMENSIONS TO BE 3 2"' U.N.O. 13. ALL EXTERIOR BLOCK WALL DIMENSIONS TO BE 7 0 'U.N.O. 0 14. ALL INT. FIRST FLOOR CEILINGS AT 9'-4" U.N.O. :E •• ALL INT. SECOND FLOOR CEILINGS AT 9'-0" U.N.O. o 0 15. C.M.U. & FRAME WALL SYSTEM SEGMENTS WHICH o HAVE AN UNINTERRUPTED LENGTH OF 12'-0" OR MORE SHALL BE CONSIDERED SHEAR WALL SWS = �' SHEAR WALL SEGMENTS. o 16. OPENING BETWEEN GARAGE AND RESIDENCE oz SHALL BE EQUIPPED w/ A 20 MIN. FIRE RATED W SOLID WOOD OR HONEYCOMB CORE STEEL DOOR Q NOT LESS THAN 1 3/8" THICKNESS AS PER z FBC-R302.5.1. 0 8 17. INSTALL 5/8" TYPE X DRYWALL ON GARAGE 0 CEILING BENEATH HABITABLE ROOMS (TYP.) Q 18. GARAGE DOOR TO BE CERTIFIED BY MFR. FOR 140 0 M.P.H. vi z 19. ALL TUB & SHOWER UNITS WILL HAVE ANTI -SCALDING DEVICES INSTALLED. cn 20. ALL OPERABLE WINDOWS LOCATED MORE THAN 72" ABV. SURFACE BELOW SHALL HAVE THE z LOWEST PORTION OF WINDOW CLEAR OPENING A MIN. OF 24" ABOVE FINISHED FLOOR BEING o SERVER PER (FBC-R312.2). z 21. ALL INT. DOORS TO BE 6'-8" TALL U.N.O. OR PER w BUILDER / CLIENT o v, DOOR NOTE KEY: w w DOOR SIZE CALLOUT: 20 = 2'1 40 B.F. = 4'-0" BIFOLD z 24 = 2'1 50 B.F. = 5'-0" BIFOLD 26 = 2'1 60 B.F. = 6'-0" BIFOLD 28 = 2'-8" 30 = T-0" o WINDOW NOTE KEY: 0 WINDOW SIZE CALLOUT: 2040 = 2'-0" x 4'-0" o 2050 = 2'-0" x 5'-0" 2060 = 21-0" x V-0" • ALL WINDOW CALLOUTS ARE MEASURED IN FEET & Ld INCHES AS PER THE EXAMPLE TABLE ABOVE. Ld Of m Area Tabulations r Living: LIJ 1 st floor: 1,186 sf o 2nd Floor: 1,227 sf o Total Living: 2,413 sf a entry: 99 sf covered lanai: 117 sf garage: 455 sf Total Area: 3,084 sf C 0 11 30'-0" 1 R'.A" 4 Rl.d"' Second Floor Plan (Opt Bedroom ilo Loft) SCALE: 1/8" = TV (11x17) 1/4" = TV (2204) Q ISSUE DATE 01/26/2018 ct REVISIONS 0 Of :< PROJECT: 18-0123 >- SCALE. AS NOTED a _ DRAWN BY. JML & JFT z..._._._....___._._._.__...._.____..-....___._____...._.._.__....... DESIGNED BY: MJS FLOOR PLAN --------- ----- _---------- _________—. 03.2 Al WINDOW SIZE CALLOUT: I 2040 = 2`-0" x 4'-0" GENERAL NOTES KEY: 2050 = 2'-0" x 5'-0" LZ o 2060 = 2'-0" x 6'-0" CIO z THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR • ALL WINDOW CALLOUTS ARE MEASURED IN FEET & EXCEED REQUIREMENTS OF THE (2017) FLORIDA INCHES AS PER THE EXAMPLE TABLE ABOVE. � n BUILDING CODE (6TH EDITION) ABBREVIATIONS: • 2- # OF DOORS. �,,��r�Ett'ttt�riil,� •� • 2- # OF WINDOWS. .,� V ••, °•. • MT - METAL THRESHOLD .°'�, �,•.• • FR - FRENCH DOORS V O ©. • SL - SIDE LIGHT ! tui w '$C ®"" F • FG -FIXED GLASS j v • TR -TRANSOM GB GLASS BLOCKtS+•"° d'•CA • - • PKT - POCKET DOOR'��'���� • OBS - OBSCURED GLASS �ify�� •eke , • TEMP - TEMPERED GLASS • SH - SINGLE HUNG • DH - DOUBLE HUNG • HR - HORIZONTAL ROLLER o 00 • BP - BYPASS • BF - BIFOLD • TYP. -TYPICAL ® Z NOTE: O uj SPECIALTY WINDOWS/DOORS, FIXED GLASS � C WINDOWS, AND TRANSOMS ARE NOTED ON U. PLANS. ca NOTES: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB SITE. 2. DO NOT SCALE PRINTSI CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION. 3. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY AND COUNTY CODES. C) 4. A/C CONDENSER UNIT TO BE ANCHORED TO SLAB 0 E r N PER CODE M307.2 & M1309.3. M U 5. PROVIDE RECESS H&C WATER w/ DRAIN @ = U- C:WASHER SPACE. j 6. VENT DRYER THRU EXTERIOR WALL U.N.O. C ~ 1 0) Q Q N 7. PROVIDE COLD WATER LINE FOR ICE MAKER LINE (0 N @ REF. SPACE. 0 (0 O N 8, SAG RESISTANT DRYWALL ON ALL CEILINGS. O E" 9. PULL ALL DIMENSIONS FROM THE REAR OF PLAN. T- It = m oo Q O_ LL 10. REFER TO EXTERIOR ELEVATIONS & TYP. DETAIL SHEETS FOR EXTERIOR WALL FINISH SPECS. C 11. REFER TO DETAIL SHEETS FOR FLASHING w Z REQUIREMENTS AT ALL WOOD TO MASONRY g INTERFACES. E a 12. ALL INTERIOR FRAME WALL DIMENSIONS TO BE 3 0 N C z U.N.O. 2' 0 vi 4� w 13. ALL EXTERIOR BLOCK WALL DIMENSIONS TO BE 70 � v v ' U.N.O. _ .. _...._-....._ ._._....- gw 14. ALL INT. FIRST FLOOR CEILINGS AT 9'-4" U.N.O. Elf •• ALL INT. SECOND FLOOR CEILINGS AT 9'-0" U.N.O. o Cn0 o� 15. C.M.U. & FRAME WALL SYSTEM SEGMENTS WHICH a- a HAVE AN UNINTERRUPTED LENGTH OF 12'-0" OR o ° MORE SHALL BE CONSIDERED SHEAR WALL SWS = m SHEAR WALL SEGMENTS. o z Q ,-i fu 16. OPENING BETWEEN GARAGE AND RESIDENCE m z � o '' N J SHALL BE EQUIPPED w/ A 20 MIN. FIRE RATED � roN SOLID WOOD OR HONEYCOMB CORE STEEL DOOR a O NOT LESS THAN 1 3/8" THICKNESS AS PER z z M �^7' N LL FBC-R302.5.1. N W C Cn o � 1 1... � w -o 17. INSTALL 5/8" TYPE X DRYWALL ON GARAGE o CO Q O CEILING BENEATH HABITABLE ROOMS (TYP.) ¢ ,` 00 C M ' Of co 0 18. GARAGE DOOR TO BE CERTIFIED BY MFR. FOR 140 n w 41; M M.P.H. J 19. ALL TUB & SHOWER UNITS WILL HAVE z ANTI -SCALDING DEVICES INSTALLED. z cwn � wm 20. ALL OPERABLE WINDOWS LOCATED MORE THAN 0 72" ABV. SURFACE BELOW SHALL HAVE THE z LOWEST PORTION OF WINDOW CLEAR OPENING A F75---------- - MIN. OF 24" ABOVE FINISHED FLOOR BEING o p SERVER PER (FBC-R312.2). z � O Q 41; 21. ALL WT. DOORS TO BE 6'-8'" TALL U.N.O. OR PER Q BUILDER /CLIENT g < 3 o DOOR NOTE KEY: � -0 NCh Ln �; wa �_c H M DOOR SIZE CALLOUT: o o cn ca 20 = 2'-0" 40 B.F. = 4'-0" BIFOLD 0 0 •� C . d. 24 = 2'-4" 50 B.F. = 5'-0" BIFOLD cn p• j - C 26 = 2'-6" 60 B.F. = 6'-0" BIFOLDc=a >_ O =p 28 = 2'-8" >_ c o Q .i.� O O 30 = 3'-0" 0 om < w IN O a WINDOW NOTE KEY: zo Q ISSUE DATE 01/26/2018 ct REVISIONS 0 Of :< PROJECT: 18-0123 >- SCALE. AS NOTED a _ DRAWN BY. JML & JFT z..._._._....___._._._.__...._.____..-....___._____...._.._.__....... DESIGNED BY: MJS FLOOR PLAN --------- ----- _---------- _________—. 03.2 o� WINDOW SIZE CALLOUT: a 2040 = 2`-0" x 4'-0" " Q 2050 = 2'-0" x 5'-0" LZ o 2060 = 2'-0" x 6'-0" CIO z � • ALL WINDOW CALLOUTS ARE MEASURED IN FEET & INCHES AS PER THE EXAMPLE TABLE ABOVE. � n Q ISSUE DATE 01/26/2018 ct REVISIONS 0 Of :< PROJECT: 18-0123 >- SCALE. AS NOTED a _ DRAWN BY. JML & JFT z..._._._....___._._._.__...._.____..-....___._____...._.._.__....... DESIGNED BY: MJS FLOOR PLAN --------- ----- _---------- _________—. 03.2 9'-0" BRG. HT. @ SECOND FLOOR — - - T-8" @ SECOND FLOOR 10'-8 314" FIN. FLR. HT. @ SECOND FLOOR 9'-4" BRG, HT. 8'-0" HDR. HT. 1x6 SMOOTH FINISH BAND-----------" (TYP.) DEC. LIGHTING (TYP.) 0'-0" FIN. FLR. 9'-0" BRG. HT. @ SECOND FLOOR HT. _A SECONDuFLOOR I 10'-8 3/4" FIN. FLR. HT. @ SECOND FLOOR 914" BRG. HL 8'-0" HDR. HT. A 3/8" TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYP.) 0'-0" FIN. FLR. FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. Front Elevation "A" (Opt. Bedroom ilo Loft) SCALE: 1/8" = TV (1107) 1/4" = TV (2204) N\ 1x6 SMOOTH FINISH BAND (TYP.) 3/8" TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYP.) 0'-0" FIN FLR Rear Elevation "A" (Opt. Bedroom ilo Loft) SCALE: 1/8" = TV (11x17) 1/4" = T -O" (22X34) 9'-0�"BRG. HT. @ SECOND FLOOR �j T-8" HDR. HT_._ _ r @ SECOND FLOOR 7/8" TEXTURED CEMENTITIOUS FINISH ON METAL LATH OVER 7/16" OSB. SHEATHING (TYP.) �j 10'-8 3/4" FIN. FLR. HT. r @ SECOND FLOOR r 9'-4" BRG. HT. .._..____._ 8'-0" HDR. HT. 0'-0" FIN. FLR. ATTIC VENT CALC'S: (2017) FLORIDA BUILDING CODE (6TH EDITION) R806. MIN. 40% - MAX 50% OF REQUIRED VENTILATION TO BE IN UPPER PORTION OF ATTIC SPACE AND THE BALANCE TO BE IN LOWER PORTION (EAVES). MINIMUM NET VENTILATION AREA SHALL BES OF VENTED SPACE. TOTAL VENTED SPACE: 2,331 = 7.77 SF. NET.FREE 300 REQUIRED UPPER PORTION VENTILATION TOTAL: 3.108 SF. TO BE PROVIDED w/ OFF RIDGE VENTS: 4VENTS @.695 /PER VENT TILE: O'HAGIN MODEL "S", SHINGLE: LOMANCO 770-D). LOWER PORTION VENTILATION TOTAL: 4.662 SF. TO BE PROVIDED w/ SOFFITS @ EAVE: 80.00 LF. @ 0.074 SF. VENTING/LF. UPPER ROOF PERCENTAGE: 40% LOWER ROOF PERCENTAGE: 60% Roof Layout SCALE: 1/8" = T-0" (11x17) 1/4" = T-0" (2204) w V) w r z c� cn W 0 a a Ln w 0 vi z a J 0- W w z r 0 J Z O M O U 0 F- V7 W 7 Of W V7 W m w LLJr 0 w 0 w O S w Q Ln 4 f1 O z 0 0 cn cr w w z V) W x w W O ~ © z Q m 7- W a p Z W O I�- Q 0 w o Z ro►eei�� `o®�®►►ttr ii ..........„ass •% ,L �s-•s� 4 ° CO M O j W 6 < 0� cl) `40 % �'®®e►rrtatt �° o a0 0 z- ul :. gLL ca 0 T- d- O O I*- E M � O v J N U- CU V) vj V- cn N 0) r. CU N Q Q.m cq cu U)N CN to 0 ^ I`- N 0 E :S N <13- X 00 u- rnr •�, w a) z � a w E in W U v fuN O N C °" JN cnO E M N O V V) O Mfu ch 00 Un � M O O O N � N O =340” (� Ln a " N Ln O M O �- C 0 N L O O L > fl. > -C3 aU O c Q c o t w Ln n O a. � ISSUE DATE 01/26/2018 REVISIONS PROJECT: 18-0123 SCALE: AS NOTED DRAWN BY JML & JFT DESIGNED BY: MJS _= — ELEVATIONS "A" L04.A 1 0 6 1 ee®®`�®®®lid eZ O ®LuQ O® Z • z U) 4c • ' ®aaammm m uj LL C C:) r- d- O r. O N O � U N J to LLp C � O G7 N 'c p� p N Q a. Gi N E cu U) N O p C) r - N CD C I� p •-+ d`-'' 0 E d .r. rte-• � S 00 Q 0, u - c � � w N z a� � a E o v, Ew o� U D N (� a) O n N a.°N O� 0 E M J O E LL O a --i A �p 40— OD M � M O J O O N � N � � O O Cr (n M � � '�- 0' i0N CL C 'd N Ll ~ Mc: h O m O 's= O Q CL } -0 o c c m O Q w LnO a ISSUE DATE 01/26/2018 REVISIONS PROJECT: 18-0123 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS SECTIONS 0 6 1 First Floor Electrical (Standard) Plan "A,B,C" SCALE: 1/8" = T-0" (11x17) 1/4" = T-0" (2204) OPTIONAL OVERHEAD SERVER SAME AS UNDERGROUND 19 200 AMP SERVICE METER UNDERGROUND SERVICE BY POWER CO. AMP MAIN DISC. TYP. ELECTRICAL PANEL (20 CIRCUITS) 4/0 SCR AL. #2 -GROUND TO (2) 5/8" RODS (6' APART) ALS SERVICE TO BE BONDED TO FOOTING STEEL NOTE: 8. EXCEPTIONS TO THE GFCI STIPULATION WILL BE ALL ELECTRICAL WORK AND MATERIAL PROVIDED SHALL COMPLY WITH THE FLORIDA ALLOWED ONLY IF ALLOWED PER CURRENT BUILDING CODE. (2017) THE ABOVE ELECTRICAL LAYOUT IS FOR BID PURPOSE ONLY. NFPA / NEC. 9. OUTLETS LOCATED IN THE LAUNDRY ARE TO BE GFCI AND AFCI PROTECTED. 200 AMP ELECTRICAL RISER 10. OUTLETS LOCATED WITHIN 6-0" OF A WET AREA ARE TO BE GFCI PROTECTED. 11. ALL OUTLETS OVER COUNTERTOPS TO BE 42" A.F.F. (U.N.0.). 12. ALL SMOKE/CARBON MONOXIDE DETECTORS ARE TO BE HARD WIRED, INTERCONNECTED AND AFCIPROTECTED. EXTRA DUTY 13. 8'-0" HEIGHT VANITY LIGHTS IN MASTER BATHROOM AND 7'-0" IN ALL OTHER BATHROOMS. NOTES: • THIS DIAGRAMMATIC PLAN IS INTENDED TO SHOW LIGHTING AND CONVENIENCE OUTLETS ONLY. IT IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO VERIFY THE REQUIREMENT AND LOCATIONS OF ALL ELECTRICAL EQUIPMENT, (INCLUDING KITCHEN EQUIPMENT) AND PROVIDE AND INSTALL COMPLETE ELECTRICAL SERVICE AS REQUIRED PER NFPA, NEC, FBC CODES AND ALL REIGNING MUNICIPALITY CODES, STANDARDS AND ORDINANCES. • LOCATION OF FIXTURES AND / OR OUTLETS ARE SUGGESTED LOCATIONS AND MEET MOST LOCAL CODE REQUIREMENTS. ADDITIONS OR ADJUSTMENTS MAY 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. 0 w 0 ELECTRICAL KEY: 0 w CEILING MOUNTED LIGHT 0 w _..._..:. ...--. - -------------- ------------------ - - --- - ----- m PULL CHAIN LIGHT o PC z RECESSED LIGHTLoti _ Q WALL MOUNTED LIGHT -- ---__ __-- V) _...— _._ ........ _ WALL WASH RECESSED w DUPLEX RECEPTACLE 220 V RECEPTACLE Q w 1/2 HOT, 1/2 SWITCHED z AWP WATER PROOF RECEPTACLE Q __--- FLOOR RECEPTACLECn ..... _ ------------ ---- ----- --- ------ -- - -- -- - L'j PRE -WIRE FOR CLG. FAN �GFI GROUND FAULT INTERRUPT _.......__._.._._._.__....... —------ ------------------------------- w WALL SWITCH o 3 -WAY SWITCH a �o DIMMER SWITCH o N TELEPHONE JACK z H CABLE JACK -- __ -- - -- ------ ------ - - - - - .. -- ._.. - w ® PRE -WIRE GARAGE DOOR OPENER "' w FLUORESCENT LIGHT z -- _ yr © ELECTRICAL PANEL __ ---___ _ . .____.._..._____ _.._.. _. _ _..__. ... c� F070 CHIME a I-0 DOOR BELL / GARAGE DOOR SWITCH L DISCONNECT SWITCH ELECTRICAL METER J S.D. SMOKE DETECTOR 0 C.M.S.D. CARBON MONOXIDE / SMOKE DETECTOR co _-..__._.. ._....... . ......... _.- ----T— ---- - CEILING FAN 0 w WALL SCONCE m -- ---------- - m + CHANDELIER w SPOT LIGHT o FLUSH MOUNT FLUORESCENT LIGHT w - _ - ..._ ._. _ .- - - -- .— --- ---------- FAN -- FAN / LIGHT COMBINATION a GARBAGE DISPOSAL MOTOR ® SPEAKER 4) JUNCTION BOX o L.V. LOW VOLTAGE V.P. VAPOR PROOF------- A.F. ARC FAULT PROTECTION o O O ti C) M O V c0 p) > 'C ( 1 E CU CN (.J 0 CD _ N -U) .L 0 O d - O E d' Lo Cu 00 Q CL u- m •N W v z a) a 0 N E W O 0U' 41 L6 N LLJ W 0 w Q U y O Q I o L- r N N r d- J is E N M M d -� a J w A 1 'C Ll- N � � 00 a 0- M W 0000 (n w M w O J ca Z z m 0 C) N d C a Cr tl) M o � L DC 00 N Ln ~ M o O� z CL aj p !W C 4 C N .0 L,, Q W Ln O a- m o w Li OfQ • i Cr 0 z 0 Q ISSUE DATE 01/26/2018 o---- - — ------ - --- REVISIONS < PROJECT: 18-0123 >- SCALE: AS NOTED z DRAWN BY: JML & JFT _ DESIGNED BY: MJS ELECTRICAL LAYOUT 07 GENERAL NOTES KEY: 1. BUILDER TO VERIFY EXACT LOCATION OF FLOOR OUTLETS IN FIELD. 2• ALL OUTLETS ARE TO BE AFCI PROTECTED. NEMA 3 SEE FLOOR PLAN FOR FUSE SIZE 3. ALL 15A AND 20A 120V BRANCH CIRCUITS WILL BE - 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 W THE GARAGE AND LAUNDRY WILL BE - #8 COPPER TO RANGE GFCI PROTECTED. - #8 TO A/C 5. ALL GARAGE BAYS WILL HAVE DEDICATED GFCI OUTLET. 6. ALL OUTLETS LOCATED IN THE KITCHEN AND BATHROOMS ARE TO BE GFCI PROTECTED. 0 7. DW. AND GARBAGE DISPOSAL ARE TO BE GFCI PROTECTED. NOTE: 8. EXCEPTIONS TO THE GFCI STIPULATION WILL BE ALL ELECTRICAL WORK AND MATERIAL PROVIDED SHALL COMPLY WITH THE FLORIDA ALLOWED ONLY IF ALLOWED PER CURRENT BUILDING CODE. (2017) THE ABOVE ELECTRICAL LAYOUT IS FOR BID PURPOSE ONLY. NFPA / NEC. 9. OUTLETS LOCATED IN THE LAUNDRY ARE TO BE GFCI AND AFCI PROTECTED. 200 AMP ELECTRICAL RISER 10. OUTLETS LOCATED WITHIN 6-0" OF A WET AREA ARE TO BE GFCI PROTECTED. 11. ALL OUTLETS OVER COUNTERTOPS TO BE 42" A.F.F. (U.N.0.). 12. ALL SMOKE/CARBON MONOXIDE DETECTORS ARE TO BE HARD WIRED, INTERCONNECTED AND AFCIPROTECTED. EXTRA DUTY 13. 8'-0" HEIGHT VANITY LIGHTS IN MASTER BATHROOM AND 7'-0" IN ALL OTHER BATHROOMS. NOTES: • THIS DIAGRAMMATIC PLAN IS INTENDED TO SHOW LIGHTING AND CONVENIENCE OUTLETS ONLY. IT IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO VERIFY THE REQUIREMENT AND LOCATIONS OF ALL ELECTRICAL EQUIPMENT, (INCLUDING KITCHEN EQUIPMENT) AND PROVIDE AND INSTALL COMPLETE ELECTRICAL SERVICE AS REQUIRED PER NFPA, NEC, FBC CODES AND ALL REIGNING MUNICIPALITY CODES, STANDARDS AND ORDINANCES. • LOCATION OF FIXTURES AND / OR OUTLETS ARE SUGGESTED LOCATIONS AND MEET MOST LOCAL CODE REQUIREMENTS. ADDITIONS OR ADJUSTMENTS MAY 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. 0 w 0 ELECTRICAL KEY: 0 w CEILING MOUNTED LIGHT 0 w _..._..:. ...--. - -------------- ------------------ - - --- - ----- m PULL CHAIN LIGHT o PC z RECESSED LIGHTLoti _ Q WALL MOUNTED LIGHT -- ---__ __-- V) _...— _._ ........ _ WALL WASH RECESSED w DUPLEX RECEPTACLE 220 V RECEPTACLE Q w 1/2 HOT, 1/2 SWITCHED z AWP WATER PROOF RECEPTACLE Q __--- FLOOR RECEPTACLECn ..... _ ------------ ---- ----- --- ------ -- - -- -- - L'j PRE -WIRE FOR CLG. FAN �GFI GROUND FAULT INTERRUPT _.......__._.._._._.__....... —------ ------------------------------- w WALL SWITCH o 3 -WAY SWITCH a �o DIMMER SWITCH o N TELEPHONE JACK z H CABLE JACK -- __ -- - -- ------ ------ - - - - - .. -- ._.. - w ® PRE -WIRE GARAGE DOOR OPENER "' w FLUORESCENT LIGHT z -- _ yr © ELECTRICAL PANEL __ ---___ _ . .____.._..._____ _.._.. _. _ _..__. ... c� F070 CHIME a I-0 DOOR BELL / GARAGE DOOR SWITCH L DISCONNECT SWITCH ELECTRICAL METER J S.D. SMOKE DETECTOR 0 C.M.S.D. CARBON MONOXIDE / SMOKE DETECTOR co _-..__._.. ._....... . ......... _.- ----T— ---- - CEILING FAN 0 w WALL SCONCE m -- ---------- - m + CHANDELIER w SPOT LIGHT o FLUSH MOUNT FLUORESCENT LIGHT w - _ - ..._ ._. _ .- - - -- .— --- ---------- FAN -- FAN / LIGHT COMBINATION a GARBAGE DISPOSAL MOTOR ® SPEAKER 4) JUNCTION BOX o L.V. LOW VOLTAGE V.P. VAPOR PROOF------- A.F. ARC FAULT PROTECTION o O O ti C) M O V c0 p) > 'C ( 1 E CU CN (.J 0 CD _ N -U) .L 0 O d - O E d' Lo Cu 00 Q CL u- m •N W v z a) a 0 N E W O 0U' 41 L6 N LLJ W 0 w Q U y O Q I o L- r N N r d- J is E N M M d -� a J w A 1 'C Ll- N � � 00 a 0- M W 0000 (n w M w O J ca Z z m 0 C) N d C a Cr tl) M o � L DC 00 N Ln ~ M o O� z CL aj p !W C 4 C N .0 L,, Q W Ln O a- m o w Li OfQ • i Cr 0 z 0 Q ISSUE DATE 01/26/2018 o---- - — ------ - --- REVISIONS < PROJECT: 18-0123 >- SCALE: AS NOTED z DRAWN BY: JML & JFT _ DESIGNED BY: MJS ELECTRICAL LAYOUT 07 .! h' LII III�I'1II� Second Floor Electrical Plan (Opt Bedroom ilo Loft) SCALE: 1/8" = 1'-0" (11x17) 1/4" = 1'•0" (22x34) OPTIONAL OVERHEAD SERVER SAME AS UNDERGROUND 200 AMP SERVICE AMP 410 SCR AL. METER MAIN DISC. TYR ELECTRICAL UNDERGROUND PANEL SERVICE BY (20 CIRCUITS) POWER CO. SERVICE TO BE BONDED TO FOOTING STEEL NOTE: 8, EXCEPTIONS TO THE GFCI STIPULATION WILL BE ALL ELECTRICAL WORK AND MATERIAL PROVIDED SHALL COMPLY WITH THE FLORIDA ALLOWED ONLY IF ALLOWED PER CURRENT BUILDING CODE. (2017) THE ABOVE ELECTRICAL LAYOUT IS FOR BID PURPOSE ONLY. NFPA / NEC. 9. OUTLETS LOCATED IN THE LAUNDRY ARE TO BE GFCI AND AFCI PROTECTED. 200 AMP ELECTRICAL RISER 10. OUTLETS LOCATED WITHIN 6'-0" OF A WET AREA ARE TO BE GFCI PROTECTED. GENERAL NOTES KEY: 11, ALL OUTLETS OVER COUNTERTOPS TO BE 42" 1. BUILDER TO VERIFY EXACT LOCATION OF FLOOR A.F.F. (U.N.0.). OUTLETS IN FIELD. NEMA 3 2. ALL OUTLETS ARE TO BE AFCI PROTECTED. SEE FLOOR PLAN FOR FUSE SIZE 3. ALL 15A AND 20A 120V BRANCH CIRCUITS WILL BE 13. 8'-0" HEIGHT VANITY LIGHTS IN MASTER 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 SHOW LIGHTING AND CONVENIENCE OUTLETS #8 COPPER TO RANGE GFCI PROTECTED. #8 TO A/C RESPONSIBILITY TO VERIFY THE REQUIREMENT AND LOCATIONS OF ALL ELECTRICAL 5. ALL GARAGE BAYS WILL HAVE DEDICATED GFCI EQUIPMENT, (INCLUDING KITCHEN EQUIPMENT) OUTLET. 6. ALL OUTLETS LOCATED IN THE KITCHEN AND NEC, FBC CODES AND ALL REIGNING BATHROOMS ARE TO BE GFCI PROTECTED. MUNICIPALITY CODES, STANDARDS AND 7. DW. AND GARBAGE DISPOSAL ARE TO BE GFCI • LOCATION OF FIXTURES AND / OR OUTLETS ARE PROTECTED. NOTE: 8, EXCEPTIONS TO THE GFCI STIPULATION WILL BE ALL ELECTRICAL WORK AND MATERIAL PROVIDED SHALL COMPLY WITH THE FLORIDA ALLOWED ONLY IF ALLOWED PER CURRENT BUILDING CODE. (2017) THE ABOVE ELECTRICAL LAYOUT IS FOR BID PURPOSE ONLY. NFPA / NEC. 9. OUTLETS LOCATED IN THE LAUNDRY ARE TO BE GFCI AND AFCI PROTECTED. 200 AMP ELECTRICAL RISER 10. OUTLETS LOCATED WITHIN 6'-0" OF A WET AREA O O d' � O � J N V' CU Q� U) � (0 O CU U) � CO p r.- U E ... O .CU X 00 Q CL 11 c Mw zq� z z �g cu a E t � w aFn � cn u tno w 0 w fifQ Y Q m o L z �. oCn Cn N N O w �++ ' O M M — fo J N E u- ifo o O , W M m M w LLJ 4-J � J ca Z z m 0 V) O o p z N � N � 0 V) oa � '�- 00 N N Ln M � o O ca p a O�_ 'C O z p- � On N > N O Q C � w Q W Ln 0 0- m m L wLLj II M o z 0 1 a ISSUE DATE 01/26/2018 w REVISIONS w Q PROJECT: 18-0123 >- SCALE: AS NOTED z _ a DRAWN BY: JML & JFT z--- ----= -- --._ -- DESIGNED BY: MJS ELECTRICAL LAYOUT 08.2 ARE TO BE GFCI PROTECTED. 11, ALL OUTLETS OVER COUNTERTOPS TO BE 42" A.F.F. (U.N.0.). 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 7'-0" IN ALL OTHER BATHROOMS. NOTES: • THIS DIAGRAMMATIC PLAN IS INTENDED TO SHOW LIGHTING AND CONVENIENCE OUTLETS ONLY. IT IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO VERIFY THE REQUIREMENT AND LOCATIONS OF ALL ELECTRICAL EQUIPMENT, (INCLUDING KITCHEN EQUIPMENT) AND PROVIDE AND INSTALL COMPLETE ELECTRICAL SERVICE AS REQUIRED PER NFPA, NEC, FBC CODES AND ALL REIGNING MUNICIPALITY CODES, STANDARDS AND ORDINANCES. • LOCATION OF FIXTURES AND / OR OUTLETS ARE SUGGESTED LOCATIONS AND MEET MOST LOCAL CODE REQUIREMENTS. ADDITIONS OR ADJUSTMENTS MAY 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. w a ELECTRICAL KEY: 0 0 W CEILING MOUNTED LIGHT -------------- --- - ---- - -- - - -- -- ----- ---- -- w O7 PULL CHAIN LIGHT o PC z W L< _.._� RECESSED LIGHT WALL MOUNTED LIGHT ® WALL WASH RECESSED DUPLEX RECEPTACLE o z 220 V RECEPTACLE w - -- --- - ----- -- 1/2 HOT, 1/2 SWITCHED o - - WP- WATER PROOF RECEPTACLE --- Q a FLOOR RECEPTACLE v PRE -WIRE FOR CLG. FAN W GFI GROUND FAULT INTERRUPT WALL SWITCH o 83 3 -WAY SWITCH a c� o 8o DIMMER SWITCH I1 TELEPHONE JACK H CABLEJACK PRE -WIRE GARAGE DOOR OPENER 'w FLUORESCENT LIGHT z ---- _ v) Il NOW ELECTRICAL PANEL CD ® CHIME __._...__.,......-__.__......____ I -E DOOR BELL / GARAGE DOOR SWITC ------- - DISCONNECT SWITCH Q --' �N ELECTRICAL METER S.D. SMOKE DETECTOR ._... ......... CARBON MONOXIDE / SMOKE DETECTOR CEILING FAN w LLJ WALL SCONCE o -go CHANDELIER _ 4Q . __ --c SPOT LIGHT :E FLUSH MOUNT FLUORESCENT LIGHT LL FAN / LIGHT COMBINATION a c Y a g GARBAGE DISPOSAL MOTOR SPEAKER UO JUNCTION BOX L.V. LOW VOLTAGE -- . _.._... V.P. _ ... - ---- - - --- ------ - - --- -- ._._.._... ......... VAPOR PROOF A.F.. _ - --- -- ___. ARC FAULT PROTECTION c C O O d' � O � J N V' CU Q� U) � (0 O CU U) � CO p r.- U E ... O .CU X 00 Q CL 11 c Mw zq� z z �g cu a E t � w aFn � cn u tno w 0 w fifQ Y Q m o L z �. oCn Cn N N O w �++ ' O M M — fo J N E u- ifo o O , W M m M w LLJ 4-J � J ca Z z m 0 V) O o p z N � N � 0 V) oa � '�- 00 N N Ln M � o O ca p a O�_ 'C O z p- � On N > N O Q C � w Q W Ln 0 0- m m L wLLj II M o z 0 1 a ISSUE DATE 01/26/2018 w REVISIONS w Q PROJECT: 18-0123 >- SCALE: AS NOTED z _ a DRAWN BY: JML & JFT z--- ----= -- --._ -- DESIGNED BY: MJS ELECTRICAL LAYOUT 08.2 1 U) � g �w �ry a � c1 L, rt- J � �j :2 n0 z _o zN a� Y cy— a� nZ n� z <L'i <x w -w z� <z f)a L p _o nz f' w Y 0 n r� n � .j U L O Y n �z Q¢ L am - - CONCRETE BLOCK o �v• " z sW ¢ o: v o ••••l •• HEADER OR STEEL eo co M W, Lu c' `- o �-- o� � � M O LINTEL —j C O (o a� (A ( (o q) o) N Q Q.cn 04 E , cuco�(o O C,�?^r N N Or.O.—, y= O O d - PC EXP, STRIP PC ANCHOR . cu 00 Q LL c M w z z as a E w E 00 rn W u a fo cu O -1 N ° N (3) O E M co (_ (!y O 00 00 ur) STRIP O J O N � N V) o M L-Lti 00 N V N Ln a c": 0 M O O -- -d .► + p i O w n O a. GLS. BLK. PER PLAN ISSUE DATE 01/26/2018 REVISIONS PROJECT: 18-0123 SCALE, AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS DETAILS -- --_--- --- -- D1 PC PANEL REINFOR, SEALANT �a PC ANCHOR STRIP - - I I" EXP. BOLT (2) -= - _._ I PER ANCHOR MORTAR ASPHALT EMULSION CONC. BLOCK WALL C 4 J 4~ EXTERIOR FINISH PANEL ANCHOR CONSTRUCTION PC PANEL REINFORCING (TOP): USED IN PANELS OVER 2511S.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 ANCHORS (MIDDLE): 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. EXPANSION STRIPS (BOTTOM): MADE OF WHITE POLYETHYLENE, ARE INSERTED AT THE HEAD AND THE >- STRIPS REPLACE MORTAR AT THESE POINTS TO CUSHION THE GLASS BLOCK AND ALLOW THE PANEL TO " 4 4 EXPAND & CONTRACT FREELY. FOR METAL CHANNEL OR MASONRY CHASE CONSTRUCTION, PC " EXPANSION STRIPS ARE AVAILABLE THICK X 4" WIDE X 24" LONG. FOR PANEL ANCHOR CONSTRUCTION, STD. 4" WIDE STRIPS ARE EASILY CUT TO 3" WIDTH, FOR 3]" "PREMIERE" SERIES 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 SETTING WINDOW INTO OPENING. PLACE 1/4" SHIMS AT SILL CORNERS AND SET WINDOW INTO SHIMS. CENTER THE WINDOW IN THESCALE: GLASS DETAL4. N.T.S. OPENING ALLOWING A 1/4" GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE. WHEN INSTALLATION IS COMPLETE, THESE SHIMS MAY BE REMOVED. CHIMNEY HEIGHT 24" ROOF UNDERLAYMENT PER FBC 5. INSTALL FASTENERS (STRAIGHT, NOT ANGLED) IN EVERY OTHER FASTENER SLOT STARTING AT THE ABOVE ROOF WITHIN 10'—,CDX PLYWOOD ORO B S7 MIDDLE OF THE WINDOW. FASTENER MUST BE EMBEDDED INTO SOLID WOOD A MINIMUM OF 1". KEEP WINDOW LOCKED UNTIL ALL SIDES ARE SECURED. PRE -FAB CAP LATH AND STUCCO 6. CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT USED. OVER CHIMNEY 7. CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. "J" METAL FLASHING 8. INSULATE AROUND PERIMETER WITH BATT TYPE INSULATION. 00 NOT USE EXPANDABLE FOAM. THE USE - - - HCDPL/R TYP. 4x5 BASE FLASHING . K`..-._ OF EXPANDABLE FOAM WILL VOID WARRANTY. __ .. ___ ... __ .._...__ 9. FOR ANY INSTALLATION FINISHED WITH BRICK OR STONE, ALLOW 1/4" GAP AT SILL BETWEEN x 7/8" STUCCO OVER PAPERROOF 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 1/2" PLYWOOD EXT'R. SHEATHING BACK WIRE MESH U.N.O. 15/32" C.D.X. OR 7/16" O.S.B, (MIN, 2.5:12 PITCH) EXTERIOR FINISHING MATERIAL WHICH SURROUNDS WINDOW). ALL AROUND NAILED 8d @ 6 & 12 GALV. L -FLASHING ROOF UNDERLAYMENT PER FFBC 2x's @,24" O.C. W/ HUGHES RW _-..____ _ ___--------------__.._-- . _....._... _ ._. ATTACHED TO SHEATHING FLASHING SEQUENCING: '" -_ -- -__ WHEN GREATER THAN 24"x24". - • APPLY BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER ALL OF ROUGH OPENING. 2x4 BLOCKING 2x4 BLOCKING • SET WINDOW UNIT. - c • APPLY 2ND BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER NAILING FIN AND BLDG PAPER. \ TRUSS @ 24" O.C. • APPLY SIDE STRIPS OF SELF-ADHESIVE TYPE FLASHING. • APPLY TOP PIECE OF SELF-ADHESIVE TYPE FLASHING. j RUSS @ 24" O.C. NOTE. - - _. ROOF COVERING PER -- -- ---- -PLAN SELF-ADHESIVE TYPE FLASHING IS A GENERIC TERM. SEE SPECIFICATIONS FOR MATERIAL TO BE USED. - -- -- -- -- -- _. _.__....._..._ ROOF UNDERLAYMENT IMPORTANT: 15# FELT DRAINAGE PLANE I METAL IREING B OCKING z1 2x4 BLOCKING PER FBC R905.2.7FIRE ROOF SHEATHING IT IS THE RESPONSIBILITY OF THE OWNER OR BUILDER TO SELECT PRODUCTS IN COMPLIANCE WITH _ WOOD BASED EXTERIOR SHEATHING- OSB _..._.. - AROUND FLUE LINER 6�� MIN. LAP ON METAL APPLICABLE LAWS AND BUILDING CODES. DO NOT USE MURIATIC ACID ON HOMES AFTER INSTALLING THIS - 2x4 #2 SPF OR #3 WINDOW. THE ACID MAY DESTROY THE COIL SPRING BALANCE SYSTEM, WINDOWS WILL NOT BE UNDER 7/8" NOMINAL STUCCO THICKNESS I 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. PAPERBACKLATH -� PEEL AND STICK TAPE METAL OR PLASTIC EXPANSION JOINT • MANTLE / \\ DRAINAGE PLANE OVERLAP CONTROL BEAD FLASHING AND MEMBRANE STRIP OVER WOOD FRAME / MASONRY CONNECTION I,Z71 \ \Ix MEMBRANE STRIP COVERING WOOD FRAME INTERSECTION UNDER EXPANSION JOIN EQUAL -- TO PROTECTO WRAP BT-20XL-9" WIDE. TO PRE -FAB FIRE BOX DAMPER ` \ EXTEND 2" BELOW THE CMU�� 18 NON _ COMBUSTABLE 1/2" NOMINAL CEMENTITIOUS FINISH MATERIAL FOR HEARTH - - -- - FOUNDATION VALLEY RAFTER i\ SCALE: 3„ _ V-0„ 2 WNDOW FLASH -MG DETAILS 20 STUCCO BOND BREAK/FLASH-0GHTML PRE -FAB REO FLASH-flNG DETAIL SCALE: N.T.S. SCALE. N.T.S.. SCALE. N.T.S. 1 U) � g �w �ry a � c1 L, rt- J � �j :2 n0 z _o zN a� Y cy— a� nZ n� z <L'i <x w -w z� <z f)a L p _o nz f' w Y 0 n r� n � .j U L O Y n �z Q¢ L am s ••®• o �v• " z sW ¢ o: v o ••••l •• eo co M W, Lu c' `- o �-- o� � � M O *k V —j C O (o a� (A ( (o q) o) N Q Q.cn 04 E , cuco�(o O C,�?^r N N Or.O.—, y= O O d - p E S . cu 00 Q LL c M w z z as a E w E 00 rn W u a fo cu O -1 N ° N (3) O E M co (_ (!y O 00 00 ur) 1-4 4.1, M O J O N � N V) o M L-Lti 00 N V N Ln a c": 0 M O O Q -0 N © a fu -d .► + p i O w n O a. ISSUE DATE 01/26/2018 REVISIONS PROJECT: 18-0123 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 V-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 AS A 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. 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 "NoA/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 VALUES AS FOLLOWS: COLUMNS BEAMS STUD E = 1,700,000 Wine U.N.O. E = 2,000,000 Wine U.N.O. E = 1,500,000 Wine U.N.O. Fb =2650 Fb =3000 Fb =2200 Ft = 1650 Ft = 1700 Ft = 1500 Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 Fc j = 450 Fc 1= 900 Fc J = 450 Fv = 285 Fv = 285 Fv = 150 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24 O.C. FRAMING U.N.O. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. MEANS AND METHODS 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 BEA 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-B3). -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-B3. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN, LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S 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 <1/21', NO FIX IS REQ"D POUR TIEBEAM & VERT. CELLS PER PLAN, -FOR CMU OVERHANGING FOUNDATION FROM +1/2'1-1-1/8",GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8",CONTACT EOR FOR REPAIRS. STRUCTURAL STEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC, STEEL: A36 Fy=36 KSI 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" 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 LINO (LOW HYDROGEN). FILLET WELDS SHALL BE Y6" UNO. 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 II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) _ VALUE DENOTES SUCTION AREA O O (+) 21.2 (+) 21.2 10 (-) 22.9 (-) 28.3 (+) 20.2 (+) 20.2 20 (-) 22.0 - 26.4 (+) 19.0 (+) 19.0 50 (-) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 (-) 19.8 - 22.0 GARAGE DOORS 9"-0" x 7"-01" 16-0" x 7'-01" + + (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 al 55 a 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 OE DRAWINGS W I-- 0 SHEET SHEET TITLE -- -- SC STRUCTURAL NOTES J r S1A FOUNDATION PLAN Z w 0 S2A DOWEL PLACEMENT PLAN w Z S3 FOUNDATION DETAILS o S4A LINTEL PLAN 0 S5A FIRST FLOOR FRAMING PLAN W CO = LU c~o Q S6 NOTES & CONNECTOR LEGEND w O S7A ROOF FRAMING PLAN w z SD1 GENERAL DETAILS ca SD2 GENERAL DETAILS 0 SD3 GENERAL DETAILS ° U_ W SD4 GENERAL DETAILS U_ O SD5 TWO STORY DETAILS Z O SD6 TWO STORY DETAILS s O ST1 GENERAL STAIR DETAILSNo a W H O J x H J`®``®v®outcrrrr��,��® Ile le _ :C0 !j? ° . --� z z u, "K ¢ O: Z U M .. 2 C> Z rn 4 a: Z J LU �, •®• •••!q!J .. w 0 a d'8 ®••• ••®ems® z ®® O ®®�rr69111 �� m � O z O O o Ld W "'' $ ° W O z z z Cr) O (n W z --� LU O O r.) q E N J ti O O 0 W Z a c MASTER UPDATES w :Dz a o_jJ P: CO►- L.... J O D >- o c� NUMBER DATE DESCRIPTION INTIALS � J U z Q o w 4 W I-- a=zwz E z Oz=WR-o 1 3/1/2017 CREATED ELEV A, B, & C DP o F- Q � ADDED PADS TO SIDES OF SGD OPENING AT REAR, MADE o w z U_ o 2 4/24/2017 BEDROOM #5 OPT AND LOFT STANDARD, & QC CLEAN UP DP a U) z ..... 3 8/30/2017 ELEVATION A & C ARCHITECTURAL& TRUSS UPDATES PER WP -8 DP W Q" 0 O a) 4 10/23/2017 UPDATE PER FRAME WALK REVISIONS ELEVATIONS A & C DP 0 o > PLANS HAVE BEEN UPDATED TO MEET F.B,C. 6th EDITION (2017) Q ., 5 2/19/2018 RESIDENTIAL DP W J Uj W z.�,"�' W 0 'Will z = Z C4 °z � Q � a �( W Cf a , 3: W Ch m = o O CL cv z z rl aN CL 05 W BLDG DESIGN: --- STRUCTURAL ENG: MCD W DRAFTING_ . ___--- -DESIGN: -- F-- -STRUCT: DP QC CHECK: CC U) JOB No. PSQ 0204447 `-� SCALE: AS INDICATED W DATE: 02/19/18 0 w y S C COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LCC is strictly prohibited. til CD FO- U_ ry O 0 0 ir) It L MF01 S3 30'-0" 16'-0" 14'-0" 8" 151-411 M F01 A/C PAD 2.6 S3 ■■ ■ ■ ■ ■ 2.6 PAVERS U_ �; MF01 I � I FL Q M F01 ,- S3 N ` I I■ 2 I S3 C� 61-411 91-8" 4" THICK CONC. SLAB W/ FIBERMESH. OVER 6 MIL / j T i I VAPOR BARRIER OVER COMPACTED FILL. o I I I I0'-0" FIN. FLR. -1 ° L� 5'-4 1/2" 0 12'-0" 5'-61" (2 -STORY FTG) 7'-1 1/2" IOF O I ■ S3 I 3 2.3-- - ■ ■ � I � I I I k I --J _ e —� 2 LI_L_ II I -h! I ,� FO lQ ■ S3 — —I — e 10'-10" 7'-10" 1 3'-3 5/8" 3'-8 5/8" 4'-3 3/4" ■ FO o FO S3 ch S3 I■ I I O ■�Ll_ I � FO c� 1 1 S3 ( N F1 ■ rr - - O S3 II Il 1 o I I 2.6 N ' Ch FF"- FO I l f - - i -1 ` o r- III I I I Fr in�- ■ p S3 i i l I i o0 L"— ■ ■ � J ■ ■ T FO - S3 CV � z ■ z2.6 I � 00 [L 0 I I C PAVERS ■ I I °) T-8" 18'-4" r ■ IOMNI.I ■ ■ b I _ 0 N I 2 r- Iti I■ ■I MFO I S3 F13 S3 I L— J DO D DO D 3'-0" 16'-0" 3'-0" 8" 6'-4" 22'-0" 8'-0" 30'-0" No 00 CV U_ O ado N 62.6_f<> N v 0 to SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.) • INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM. 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. FOUNDATIONPLAN FOUNDATION NOTES: w Q1. 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/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MIDDLE OR UPPER 1/3 OF SLAB DEPTH OVER 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH, MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN Q CURRENT CODE EDITION). H 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM w ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. 0 LAP SPLICES SHALL BE NO LESS THAN 30". F0 W 4. CONSULT W/MAN: SPECIFICATIONS PRIOR TO POURING OR I z RECESSING DOOR SILLS. Q 5, EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. N a 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE p SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. GONG) 1= CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE 0 V THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR W W USE ALTERNATE APPROVED METHOD. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY W COMMUNITY & COUNTY CODES. O 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICALL1j SYSTEMS SHALL BE RAISED AT LEAST 3 ABOVE THE FINISHED GRADE z AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.00 ' 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 10, PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO O DETERMINE STEP LOCATIONS IF REQUIRED U W 11, SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS z AND LAP SPLICE. SEE DTL MFO9 AND MF10 ON S3 FOR STANDARD U_ FOOTING STEP DOWN AND CORNER INFORMATION. O Z „. 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE O . SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH W PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER IL COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS W FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL I CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO O FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, Q 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 ®`®111111111111 BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 W `� * /Sij�� PSF. a ��� �oo•o••••,,°3N��, 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO p ® a ���*'°°• 2 00 DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE U ®� M 0 ©� o STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND W ao z FOOTING SIZES PENDING DEPTH OF STEMWALL. Q W w `p ¢ 00 15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE Zd : k 44? Q' Q HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE --- STOP--- w°q .o° CONTACT E.O.R, PRIOR TO CONSTRUCTION p~ ' �� ®°®®• ®O� �z 16. ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTING U®�'Illlp� O SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OF THE U_ IL FOOTING WILL BE MEASURED FROM THE LOWEST SLAB ELEVATION O MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION Z PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE O CONDITIONS AND/OR LOCATIONS. CONTRACTOR TO FIELD VERIFY ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT j U a REQUIREMENTS ARE MET. o k0��u d � FOOTING SCHEDULE W �Z 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. _ U 0�4 1� WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. Z BARS & 3" MIN. COVER TO EDGE OF CONC. 12 x24 x121dp w/ #5's EQUALLY SPACED EA. 24" SIDE @3" O.C. & MIN 1A WAY MIN. 2 HORIZ. CLEARANCE BETWEEN z BARS & 3" MIN. COVER TO EDGE OF CONC. (3) #5 PARALLEL TO 12" SIDE 6" O.C. U_(5 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. W 0 W O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. O Z C) 0F_- E BARS & 3" MIN. COVER TO EDGE OF CONC. Q O 06 � O U) 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. U Z - N v 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. O ', z N z >0 J 00 7 BARS & 3" MIN. COVER TO EDGE OF CONC. W r '� O m u- C0 y 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. F- Q .� p , t 0 �- a 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. _ U5_ O �, ca _.1 LIJt� ZQ0�2W O BARS & 3" MIN. COVER TO EDGE OF CONC. 32"x32"x12" dp w/ #5's EQUALLY SPACED EA.W f— '" o Z z W Z E 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. 0 z z= W a 0 BARS & 3" MIN, COVER TO EDGE OF CONC. o D Q IX < W J (L 36 x36 x12 dp w/ #5's EQUALLY SPACED EA. LIJ H O uo O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. O W O z o BARS & 3" MIN, COVER TO EDGE OF CONC. 0= 1 O p 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. Q Li.. 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. Z BARS & 3" MIN, COVER TO EDGE OF CONC. 0 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. (DZ WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. O t.. BARS & 3" MIN, COVER TO EDGE OF CONC. 2 p 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. 0 0 nn O4 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. Z BARS & 3" MIN, COVER TO EDGE OF CONC, 0 48"x48"x16" dp w/ #5's EQUALLY SPACED EA. .J W G 4A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. 0 LJ.I W 'moi" BARS & 3" MIN, COVER TO EDGE OF CONC. zO „ W 48"x48"x24" dp w/ #5's EQUALLY SPACED EA. Q 4B WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. m: z W BARS & 3" MIN, COVER TO EDGE OF CONC. H W0 52"x52"x12" dp w/ #5's EQUALLY SPACED EA. Z LIJ W 4.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. U 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. O LU m Q 54"x54"x24" dp w/#5's EQUALLY SPACED EA. O N Z WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. Z Q M �•�•••, BARS & 3" MIN, COVER TO EDGE OF CONC. O a N 60"40"x16" dp w/#5's EQUALLY SPACED EA. V5 O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. 0 BLDG DESIGN: --- BARS & 3" MIN. COVER TO EDGE OF CONC. STRUCTURAL ENG: MCD 66"46"x16" dp w/#5's EQUALLY SPACED EA. w DRAFTING: 5.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. -DESIGN: --- BARS & 3" MIN, COVER TO EDGE OF CONC. H-STRUCT: DP 0 QC CHECK: CC 0) JOB No. PSQ-0204447 SCALE AS INDICATED W DATE: 02/19/18 0 W c SlA cn 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, LCC is strictly prohibited. I SYMBOLS LEGEND E INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60#5 CONT, FTG. TO TIE BEAM (81-0" O.C. MAX U.N.O.) • INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM. INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. 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. 0 VERTICALLY BETWEEN COLUMN & MAIN HOUSE CMU FILLED CELL PLAN VIEW (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). ---------- ----- 1 19 11211=1f-011 ZY) (y) bo LLi 0) I rd LL L --------------- J 2 0 0 00 N b Q Uj 0 0) �e z 9 co 0 Pip :_j z -* z w �:r. ------------- it < 0 LU 00 z =< C6 o 6 0 za z LU •W 04 z 3: 0 C-) LL 0?0 CN U) Z O -1 00 '\■ C0 0 U -1 0 04 t. ----------------- ), z M I F, L zUjo U o 0? ZY) Uj z 0 — m z LF- Cf) U_ 2 X r-- C? 0 U) yj 9 uj Uj O 0 �_ E J CD :) (D P- 76. Fm_ 06 F) 8 d. 0 Z C� NM Z < co LU _j U_ 0 9 ZY) co 0 111 1 nl U11 Uj z P- 0 X 0 (n 0 S B W W 0 < ■ 00 _j 0 �: Co 1-1011 LU 0 Z C<1 z Uj Z E 3-811 20-61 0 z LU R 0 < W < M z < _j [L b 0 -1 z U C'l Uj 0 Ln 0 W ou - 0 0 J M < 9 z ■ W U) 0 z iv TIE IN COLUMN -------------- a- TO WALL PER m 0 z 9 ■ DETAIL MD10 00, z 0 ■■o > Lu Lj W _j W LU > z 0? 9 04 W 11 M: LLJ Z F_ W 0 W 0 W z _302 F- 0 wcna= 9 9 0 F- 0 ) IX C4 Z F- W IX a 0) z 0 I CL cm L'j BLDG DESIGN: --- 0 7• 0 M 0 U) STRUCTURAL ENG MCD ----J- LLj DRAFTING: -DESIGN: --- -STRUCT: DP . ........... ... . 31-011 16-01) 31-011 11-411, 41-8" 21-011 C-) QC CHECK: cc U) JOB No. PSQ-0204447 < SCALE: AS INDICATED Lu DATE: 02/19/18 DOWEL PLACEMENT PLAN fYz 1/4'1=11-011cn S2A 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 ofIVIONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LCC is strictly prohibited. z 0 CL LU LIJ ---------- ----- 1 19 11211=1f-011 ZY) (y) bo LLi 0) I rd LL L --------------- J 2 0 0 00 N b Q Uj 0 0) �e z 9 co 0 Pip :_j z -* z w �:r. ------------- it < 0 LU 00 z =< C6 o 6 0 za z LU •W 04 z 3: 0 C-) LL 0?0 CN U) Z O -1 00 '\■ C0 0 U -1 0 04 t. ----------------- ), z M I F, L zUjo U o 0? ZY) Uj z 0 — m z LF- Cf) U_ 2 X r-- C? 0 U) yj 9 uj Uj O 0 �_ E J CD :) (D P- 76. Fm_ 06 F) 8 d. 0 Z C� NM Z < co LU _j U_ 0 9 ZY) co 0 111 1 nl U11 Uj z P- 0 X 0 (n 0 S B W W 0 < ■ 00 _j 0 �: Co 1-1011 LU 0 Z C<1 z Uj Z E 3-811 20-61 0 z LU R 0 < W < M z < _j [L b 0 -1 z U C'l Uj 0 Ln 0 W ou - 0 0 J M < 9 z ■ W U) 0 z iv TIE IN COLUMN -------------- a- TO WALL PER m 0 z 9 ■ DETAIL MD10 00, z 0 ■■o > Lu Lj W _j W LU > z 0? 9 04 W 11 M: LLJ Z F_ W 0 W 0 W z _302 F- 0 wcna= 9 9 0 F- 0 ) IX C4 Z F- W IX a 0) z 0 I CL cm L'j BLDG DESIGN: --- 0 7• 0 M 0 U) STRUCTURAL ENG MCD ----J- LLj DRAFTING: -DESIGN: --- -STRUCT: DP . ........... ... . 31-011 16-01) 31-011 11-411, 41-8" 21-011 C-) QC CHECK: cc U) JOB No. PSQ-0204447 < SCALE: AS INDICATED Lu DATE: 02/19/18 DOWEL PLACEMENT PLAN fYz 1/4'1=11-011cn S2A 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 ofIVIONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LCC is strictly prohibited. W H Q (1) #5 FROM FTG. TO (1) #5 FROM FTG. TO IF BEARING WALL HOLD BRG WALL BACK BOND BEAM IN FULLY �, BOND BEAM IN FULLY MASONRY WALL SO GYP FINISH IS 2x BRG WALL PER q 'I SEE PLAN ABOVE -WALL FLUSH W/ z GROUTED CELL. GROUTED CELL. ANCHOR TO HAVE MIN. PLAN AND BEARING SPLICE BE MIN. 30 (2) #5 BARS @TOP 7 EMBEDMENT BELOW WALL SCHEDULE w SPLICE TO BE MIN. 30" (2) #5 BARS @ TOP FOUNDATION BELOW o WHEN MONO DEPTH _ I WHEN MONO DEPTH - LOWEST STEP OF MIN 5 CONC. SLAB PER L MASONRY WALL°I I. EXCEEDS 26 . IF cn .. CONC. SLAB PER _ SEE PLAN DEPTH IS LESS THAN w " I EXCEEDS 26". IF M CURB FOUNDATION PLAN w M I Z DEPTH IS LESS THAN FOUNDATION PLAN LU ' CONCRETE SLAB PER 26", THESE BARS ARE CONCRETE SLAB PER > 26" THESE BARS ARE (1) #5 CONT. W/ 1-1/2 w ,� �- O g I I IIo III I I I = a 8 „°• .° UJI COVER TYP. z 2x P.T. BASE PLATE CLFOUNDATION PLAN NOT REQUIRED FOUNDATION PLAN NOT REQUIRED n zONCRETE SLAB PER - O FOUNDATION PLAN t= (.3 #3 STIRRUPS @ L a SEE PLAN d w48" O.C. WHEN r A A 4 °° p ° Q4 . °4GRADE STIRRUPS GRADE 4CDMONO DEPTH d° .I 00 14 #3 - Z% e LU EXCEEDS 26", IF 48„O.O.C. WHEN IMONO DEPTH _ _ I O > DEPTH IS LESS 7r 7 =? o % =I UWTHAN 26. 67 .21 — M - 111111 THESEBARS EXCEEDS 26„, IF DEPTHISLESS co - 1 1IARE NOT REQ'D THAN 26 % (1) #5 BAR CONT, �_e THESE BARS 8 16” 4 m(2) #5 BARS CONT. '111 ARE NOT REQ'D CLEAN COMPACTED W/ 3COVER TYP. ! _ -- W/ 3” COVER TYP, I -I I - I CLEAN COMPACTED(2)FILL @ 95% STANDARD CLEAN COMPACTED ¢ #5 BARS CONT. (2) #5 BARS. CONT. W/ 6„ 8•• g�� 10" � 8" 1'-4" FILL @ 95% STANDARD W/ 3" COVER TYP. 8" 1'-4" DENSITY FILL @ 95% STANDARD 3" COVER TYP. DENSITY 10DENSITY 11 (2) #5 BARS CONT. W/ U_ ILw CLEAN COMPACTED CLEAN COMPACTED ALL REINFORCEMENT SMALL ALL REINFORCEMENT SHALL 3" COVER TYP. w MAINTAIN 3" CLEAR TO MAINTAIN 3" CLEAR TO WHERE 2ND STORY OCCURS FTG FILL @ 95% STANDARD FILL @ 95% STANDARD GRADE AND 1-1/2" CLEAR TO WHERE 2ND STORY OCCURS, FTG GRADE AND 1-1/2" CLEAR TO SHALL BE 1'-4" WIDE W/(3) #5 BARS DENSITY DENSITY u~-" SHALL BE 1'-4" WIDE W/(3) #5 BARS WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG O ANY FACE EXPOSED TO ANY FACE EXPOSED TO SHALL BE 1'-8" WIDE W/(3) #5 BARS SHALL BE 1'-8" WIDE W/(3) #5 BARS WEATHER WEATHER z O " FO TYPICAL EXTERIOR FOOTING fiFO�TYPICAL GARAGE CURB FOOTING A�FO NON-BEARING SLAB STEP DOWN AFO DOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN > 0 3/4"=1'-0" 3/4"=1'-0" 3/4"= 1 1-011 3/4"=1'-0" 3/4"=1'-0" d w I— O J U) aCID 2x BRG WALL PER (1) #5 FROM FTG. TO PLAN AND BEARING TIE BEAM SPLICE TO WALL SCHEDULE BE MIN. 30" GROUT CELL SOLID 2x P.T. BASE PLATESEE PLAN FOR CLEAN COMPACTED II SHOWER SIZE FILL @ 95%STANDARD DENSITY CONC. SLAB PER „ a _'44° : U �� J CONC. SLAB PER I O 8x12 THICKENED FOUNDATION PLAN I I OPTIONAL CURB BY FOUNDATION PLAN SLAB W/ (1) #5 CONT. . I *I ° #5 CONT. O co m BUILDER W/ 3 COVER TYP. z_ O �r `v g w 4 .° . ° . : A. °° a F- a �° ° I �a REINFORCEMENT SEE z f8 M CONC. SLAB PER ..' -�: •" - w �'4I' I O . Z p.• GRADE w r° 4. w o 4 .I FOUNDATION PLAN e.. .' • ... FOUNDATION PLAN • °,. ' •: a .. _ > ° ° .I' a .°' V) ° ° I ° ° FOR QUANTITY •-III—III —_ _ 0 U • v. —III _11—III—III— I—I I .. I L I I I °4 a I ° a a a. �, a ° o 00 -1 I—� I=III= } : I I_ I'A . ° . =III—I I L—I I I I I I III—III- I.° d III=I I or �...... r.°,� ...� ° �, 90 -DEGREE #5 HOOK B- �I A _I _ - I=III ; GRADE ° "_ .a.° '1 ; ° ° a BARS AT CORNER, OR w �..., —III—I I 1 I' v4 : I .. _ III—_—I �— _ =III _— I ° ° , ° I ;. Z o ° - -8„ 4„ - -� I I� I I I=I I I -I I (- ( I I-1 I 4 • VERIFY PLAN DETAILS 4.' , 4 a.. a BEND CONTINUOUS #5 III I I II 11= I I=1 I I I .� 00 Ia I °. — — — I 1 I I=I i= 8„ I I 8' I I -III- w p °. OWN 00% 4 . ° :. _ FOR REQUIRED #5 ° °. . a I'd BARS AROUND U (2) #5 BARS CONT. W/ (—III III=III—I - - III'' -4 - - _ wow 'r ' I -CONT. BARS. MAINTAIN ,w.,,.. ,,., .. nw. � ''a' ° c � - ,..._ I— -III - _ I -OWN �: I CORNER. LAP REBAR U 9� �? T I - •I �;..� ..: � j' - (2) #5 BARS @TOP —=1 I I , ; , I (—I � I—I � I , I -- ° it � - D 3" COVER TYP. 8" 8" 8'" 8" -III - - = WHEN MONO DEPTH i i i I _ 13 COVER TYP. �° a 4 ..: �. PER DETAIL MD08 ON Z o �I 11=1 I I=( I I I I 111—I —1 I„1 -1 A ° 4e LINTEL PLANEXCEE I-1'-4” I I DEPTHDIS LESS THAN - -+ 16 MIN. -- 16 MIN. ¢ z 26", THESE BARS ARE VERIFY PLAN DETAILS III-) I L -III -III BEND EACH CONT. #5 p z (D w #3 STIRRUPS @ 48 NOT REQUIRED FOR REQUIRED #5 BAR AT STEP DOWN, U) U ti O.C. WHEN MONO CONT. BARS. MAINTAIN OR INSTALL #5 HOOK O O W U , Iw- DEPTH EXCEEDS 26", (2) #5 BARS CONT. CLEAN COMPACTED 3" COVER TYP: ...� - rn � E WHERE 2ND STORY OCCURS, FTG IF DEPTH IS LESS W/ 3" COVER TYP. FILL @ 95% STANDARD BARS FOR EACH CONT, ¢ 06 - O U) g SHALL BE 1'-8" WIDE W/ 3 #5 BARS THAN 26" THESE BARS DENSITY BAR. LAP REBAR PER U W z - c� •T O DETAIL MD08 ON O z P z j THE GROUT IS LEVEL WITH TOP OF BLOCK FOR AT CORNERS PRECAST "U" METAL LATH OR WIRE SCREEN PROPER TRUSS/ FLOOR PROVIDE LINTEL W/ 3000 OVER COURSES NOT REQ'D SYSTEM BEARING (MIN 3") STANDARD #5 psi CONC. PER TO BE FILLED. (SHEET METAL ---- TYPICAL TRUSS ANCHOR PER PLAN �--- PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED �---- STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL W/ 3000 psi CONC. W/ (1) #5 DIA. REBAR STD. 90 DEGREE ANGLE 3000 psi I; CONC. W/ (1) #5 DIA. REBAR HOOK BAR. LAP LINTEL PLAN. IF GRADE 40 & PAPER FELT PROHIBITED) ° BEND 0 OTHER BARS INTO REBAR IS LAP SPLICE BEND 0 LENGTH ° . NO -SHEAR WALL AT OPENING CORNER AS REQ'D INDICATED IN AL SHEAR WALL SEGMENT "All ,#Bit licit q. #3 17/8 LINTEL, #5 TO BE 7 15 21/4 HOOK PER 91/4 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 #4 q HOOKED INTO 91/2 20 I MD08 121/2 32 #5 31/8 SIDE VERTICALSCL ' 25 Ya . 7 1151/2 ° #6 1 33/4 • a 4 • 30 41/2 81/16 181/2 48 #7 �° 9 13/16 LU LU 35 51/4 9 13/16 ..a 56 LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL LIJ MARK LINTEL REQUIREMENTS e ' 3'-4" 1081/920 2769/1716 4085/2839 414" 846/833 2121/1716 3127/2839 5'-4" 664/572 1761/1761 2595/2595 61-41' 526/434 1539/1539 1329/2267 71_4� 480/322 1334/1334 1964/1552 8'-4" 415/235 1152/1152 1694/1552 � - f a 0 8R6-OB/1T 0 8F8-0B/1T 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER R _�-- QUANTITY OF #5 REBAR AT TOP 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR Q 8R14-1B/1T ° 0 e Odd a v d NOMINAL HEIGHT TYPE DESIGNATION NOMINAL WIDTH t WALL LEGEND i O 8F16-0B/1T 1-1/2" CLEAR 9'-4" T.O.M. ® = 10'-8" T.O.M. =INTERIOR/EXTERIOR BEARING WALL (OR LINTEL8F20-013/1 IF REFERENCED ON SHEET S4). VERIFY HEIGHT W/ ARCHITECTURAL PLANS U.N.O. ° °e i O 8F20-1B/1T 0 g�wu z 8R22-1B/1T O 8F24-1B/1T 0 d q 0 8F24-0B/1T 8" NOMINAL WIDTH Q w U- w W null ZBOTTOM FILLED i 0 8R30-1B/1T N = co a a d 8F32 -113/1T 1-1/2" CLEAR co Z M (D 0 w d. STEEL IN LINTEL IF 0 #5 REBAR AT TOP MIN. (1) REQ'D Q 4 C.M.U. - Z ° � Ln 0 LO Z [,BOTTOM 0 8R30-0B/1TQ O_ s co w 8F38 -1 B/1T O INDICATE - SHOULD HOOK INTO '�`-- REINFORCING PROVIDED 7-5/8" ACTUAL IN LINTEL (VARIES) O 8F40 -1 B/1 T ( VERTICAL CELLS PER MD08 'L, 8" NOMINAL WIDTH 4 e ° .°° e UNFILLED (D 8F40 -OB/1T 4° ROUGH OPENING PER PLAN F L —'"- ""'--'" d '"'—' d ---- TYPICAL TRUSS ANCHOR PER PLAN �--- PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED �---- STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL W/ 3000 psi CONC. W/ (1) #5 DIA. REBAR STD. 90 DEGREE ANGLE 3000 psi I; CONC. W/ (1) #5 DIA. REBAR W. ° I. GRADE 40 GRADE 60 ° BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH ° . NO -SHEAR WALL AT OPENING "All TYPI AL SHEAR WALL SEGMENT "All ,#Bit licit q. #3 17/8 41/4 7 15 21/4 41/4 91/4 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 #4 q 5 5/8 91/2 20 I 55/8 121/2 32 #5 31/8 7 1113/4 25 Ya . 7 1151/2 ° #6 1 33/4 81/16 14 30 41/2 81/16 W. ° I. GRADE 40 GRADE 60 ° BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH ° . NO -SHEAR WALL AT OPENING "All TYPI AL SHEAR WALL SEGMENT "All ,#Bit licit q. #3 17/8 41/4 7 15 21/4 W. TYPICAL MASONRY CONSTRUCTION 3/4"=1'-0" /� rR/'11VIC IIVf ILL. Af1VV1V4 (2) 2x8 SYP #2 P.T. WOOD HEADER WINDOW BY BUILDER TURNED SIDEWAYS. ATTACH (2) 2x8 F SEE WF01/SD3 FOR <...:' SYP #2 P.T. HEADER TO MASONRY MORE INFO , WALL W/ SIMPSON HU28-2 OR HUC28-2 HANGER @ EA. END. USING (14) 1/4" " DIA. x 2 3/4" TAPCONS & (6) 10d NAILS INTO HEADER. NAIL EACH PLY AND y EACH ADDITIONAL HEADER PLY W/ (2) ROWS OF 10d NAILS STAGGERED @ 6" O.C. AND MIN. 2" FROM ENDS. t DOOR OR WINDOW OPENING. MAX 4'-0" REFER TO DESIGN PLANS FOR REQUIRED IN -FILL FRAMING DIMENSIONS LINTEL W/ TRANSOM DETAIL 3/4"=1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) ° I. GRADE 40 GRADE 60 .e1v. BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE d "All "Bit licit "DII "All ,#Bit licit "D" #3 17/8 41/4 7 15 21/4 41/4 91/4 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 32 #5 31/8 7 1113/4 25 33/4 7 1151/2 40 #6 1 33/4 81/16 TYPICAL MASONRY CONSTRUCTION 3/4"=1'-0" /� rR/'11VIC IIVf ILL. Af1VV1V4 (2) 2x8 SYP #2 P.T. WOOD HEADER WINDOW BY BUILDER TURNED SIDEWAYS. ATTACH (2) 2x8 F SEE WF01/SD3 FOR <...:' SYP #2 P.T. HEADER TO MASONRY MORE INFO , WALL W/ SIMPSON HU28-2 OR HUC28-2 HANGER @ EA. END. USING (14) 1/4" " DIA. x 2 3/4" TAPCONS & (6) 10d NAILS INTO HEADER. NAIL EACH PLY AND y EACH ADDITIONAL HEADER PLY W/ (2) ROWS OF 10d NAILS STAGGERED @ 6" O.C. AND MIN. 2" FROM ENDS. t DOOR OR WINDOW OPENING. MAX 4'-0" REFER TO DESIGN PLANS FOR REQUIRED IN -FILL FRAMING DIMENSIONS LINTEL W/ TRANSOM DETAIL 3/4"=1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) PRECAST LINTEL GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 0 "All "Bit licit "DII "All ,#Bit licit "D" #3 17/8 41/4 7 15 21/4 41/4 91/4 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 32 #5 31/8 7 1113/4 25 33/4 7 1151/2 40 #6 1 33/4 81/16 14 30 41/2 81/16 181/2 48 #7 1 43/8 9 13/16 16 1/2 35 51/4 9 13/16 21 3/4 56 c I LAP SPLICE EMBEDDED STANDARD 900 HOOK STANDARD 180° HOOK REBAR SPLICE DETAIL 1-011 #3=2Y2' #4=2Y2' #5=2%" #6=3 #7=3Y2" 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM W/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP), MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING 14'-8" 6'-0" PRECAST LINTEL LOAD TABLE L GENERAL CONCRETE LINTEL SCHEDULE cin H 1-1/2" CLEAR D- �` ��(, ®°°®..®®°•®° //f jj� o —Z 0 APPROVED LINTEL MANUFACTURERS: ° o o : J LLI LOADS LISTED BELOW HAVE BEEN CALCULATED APPROVED MAN. CAST -CRETE, QUALITY PRECAST OR COMPILED FROM DATA FROM THE FOLLOWING CO., LOTT'S CONCRETE, POWERS STEEL CASTE -CRETE; QUALITY, LOTTS, &POWERS STEEL ` u c o r u a C C - C L L STANDARD LINTEL NOTES STANDARD LINTELS :LEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24 -113/8F24-013 8F32 -113/8F32-013 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. 8" BEARING EA, END 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN, IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. (') ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED 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" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 4'-0" 860 1651/1349 5365/1999 7342/3123 10000/4249 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 6-2" 488 991/991 2661/2143 5681/2698 6472/3685C 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 1254/1132 2193/1567 3552/2003 11'-2" 255 471/352 1075/1075 1838/1567 2883/2003 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 13'-4" 0 328/0 1234/0 1779/0 2662/0 MATERIALS 14'-0" 0 292/0 1160/0 1660/0 2439/0 16-0" 0 284/0 950/0 1379/0 1997/0 1. f c PRECAST LINTELS = 3500 PSL 2. f PRESTRESSED LINTELS = 6000 psi. 3. GROUTED PER ASTM C476 f = 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" 0 211/0 750/0 1177/0 1676/0 18'-8" 0 142/0 598/0 1114/0 1468/0- 20'-0" 0 180/0 598/0 1024/0 1441/0 20'-8" 0 145/0 550/0 981 / 0 1376/0 22'-8" 0 110/0 450/0 824/0 1147/0 RECESSED LINTELS -FILLED CLEAR OPENING 8R6-1 B/8R6-0B 8R14-1 B/8R14-0B 8R22-1 B/8R22-OB 2'-4" 1694/1694 3725/3280 5499/5421 C c �+ l LINTEL DESIGNATION SCHEDULE 2'-8" 1425/1425 3343/3280 4933/4933 3'-0" 1230/1230 2769/2769 4085/4085 LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL LIJ MARK LINTEL REQUIREMENTS F = FILLED WITH GROUT U = UNFILLED R =RECESSED &FILLED WITH GROUT r ,--'— QUANTITY OF #5 REBAR @ Q —�''f BOTTOM OF LINTEL CAVITY G7F 6-� B�1 T 3'-4" 1081/920 2769/1716 4085/2839 414" 846/833 2121/1716 3127/2839 5'-4" 664/572 1761/1761 2595/2595 61-41' 526/434 1539/1539 1329/2267 71_4� 480/322 1334/1334 1964/1552 8'-4" 415/235 1152/1152 1694/1552 � - f a 0 8R6-OB/1T 0 8F8-0B/1T 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER R _�-- QUANTITY OF #5 REBAR AT TOP 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR Q 8R14-1B/1T ° 0 e Odd 8F16-1B/1T 8R14-0B/1T 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. NOMINAL HEIGHT TYPE DESIGNATION NOMINAL WIDTH t WALL LEGEND i O 8F16-0B/1T 1-1/2" CLEAR 9'-4" T.O.M. ® = 10'-8" T.O.M. =INTERIOR/EXTERIOR BEARING WALL (OR LINTEL8F20-013/1 IF REFERENCED ON SHEET S4). VERIFY HEIGHT W/ ARCHITECTURAL PLANS U.N.O. p_ _ #5 REBAR AT TOP MIN. (1) REQ'D Q Q C.M.U. _ Z � ° GROUT 60 #5 REBAR AT BOTTOM OF LINTEL CD CAVITY T �`---� BOTTOM REINFORCING PROVIDED 7-5/8" ACTUAL 1N LINTEL (VARIES) i O 8F20-1B/1T 0 8R22-1B/1T O 8F24-1B/1T 0 8R22-0B/1T 0 8F24-0B/1T 8" NOMINAL WIDTH j W FILLED i 0 8R30-1B/1T 0i P 8F32 -113/1T 1-1/2" CLEAR 0 #5 REBAR AT TOP MIN. (1) REQ'D Q 4 C.M.U. - Z ° � Ln 0 LO Z [,BOTTOM 0 8R30-0B/1TQ O_ s 8F32 -0B/1T O 8F38 -1 B/1T O 8F12 -1 B/OT '�`-- REINFORCING PROVIDED 7-5/8" ACTUAL IN LINTEL (VARIES) O 8F40 -1 B/1 T ( 8F28-1B/1T 8" NOMINAL WIDTH J UNFILLED (D 8F40 -OB/1T (D MIN. 16'-0" 11 I x LINTEL PLAN 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. 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, LCC is strictly prohibited. i L Lli /sem cin H 1-1/2" CLEAR D- �` ��(, ®°°®..®®°•®° //f jj� o —Z 0 ° o o : J LLI C Ix o 51#5 REBAR AT TOP MIN. (1) REQ'D C Z ui M LLI LU b 'Z ®®® cy,�, •®®•®•®® ��® q C] � o U w w , a',: TOP KNOCK OUT/ LINTEL BLOCK O c0 O Cn w COURSE mQ < #5 REBAR AT BOTTOM MIN, (1) C r� J REQ'D Uj 16 GA. POWERS STEEL BOXED = S WIDE X 8 LONG 0 z 7-5/8" ACTUAL LINTEL CL BEAM POCKET. SEE 8" NOMINAL WIDTH � FRAMING PLAN FOR POWERS STEEL BEAM INFORMATION C c SAFE LOAD TABLE NOTES 4 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 LIJ RECESSED LINTELS BASED ON 4" NOMINAL BEARING. F 2. 0 = NOT RATED. F 3, SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. R 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR h 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 W i J L J LINTEL PLAN 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. 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, LCC is strictly prohibited. i L Lli /sem cin H 1-1/2" CLEAR D- �` ��(, ®°°®..®®°•®° //f jj� o —Z 0 ° o o : J LLI C Ix o 51#5 REBAR AT TOP MIN. (1) REQ'D C Z ui M LLI LU b 'Z ®®® cy,�, •®®•®•®® ��® q C] � o U w w , a',: TOP KNOCK OUT/ LINTEL BLOCK O c0 O Cn w COURSE mQ < #5 REBAR AT BOTTOM MIN, (1) C r� J REQ'D Uj 16 GA. POWERS STEEL BOXED = S WIDE X 8 LONG 0 z 7-5/8" ACTUAL LINTEL CL BEAM POCKET. SEE 8" NOMINAL WIDTH � FRAMING PLAN FOR POWERS STEEL BEAM INFORMATION C c SAFE LOAD TABLE NOTES 4 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. F 2. 0 = NOT RATED. F 3, SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. R 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR h 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 LINTEL PLAN 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. 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, LCC is strictly prohibited. i Lli /sem D- �` ��(, ®°°®..®®°•®° //f jj� o °� V ®••° °0 �2 ``� Y • !v 0) U_ '' 0 ° o o : J LLI i Z ui M b 'Z ®®® cy,�, •®®•®•®® ��® q C] � ® O U i • O o kO�L� M i Gp 8 U Z o� m Z i U) W Utiw ' Z ������ ozs 0 ti rn < C) W-0M��'. c J Z`�©Jii CO v=i n ~�~m~ J0.[p>-0 8�.,/NN_0W-V v ILLI ,,j � Z< 03:2w O r�=Zwz E W o��WYo g n=. i W < U_ 0 Lo W Z Z 2 o � Q Z 0 Q0 i J W W W -j WOG =ZW C0 W aC W IL �Lu�mC - � Ow�N Z CL'Q M 9 CL a N -- BLDG DESIGN: --- q STRUCTURAL ENG MCD u DRAFTING: -DESIGN: --- STRUCT: DP QC CHECK: CC C �_.._.._._._..... --------......... ..... .... _...__._.....__.__...-- JOB No. PSQ-0204447 L SCALE: AS INDICATED U DATE: 02/19/18 S4A WALL LEGEND = INTERIOR/EXTERIOR BEARING WALL (OR LINTEL IF REFERENCED ON SHEET S4) VERIFY HEIGHT W/ J 2 ARCHITECTURAL PLANS Q 51 U.N.O. z IrL w D � W 0 n CJ1 m CA) C `w o O w N N N N N LDO2 CJ3 z0 a D o U �� Uj O Sl CJ5 W -n ID � J7 p W • LF1' zJIL J7 m J7 p DO U F11G w 51 j F 1 LL D t p F11 2 O D I F1 O I C- wF10 E LU 51 0 D F11 Q DO H 5 19 __r- SD1 BW1 B 4 18 F== -- a F11 vii 1 iBW12 w FT5 - - - F11 ®��®®�''�� w � 0 00 ° M U- AN 1' � 'k Z N 04 04 i i I i i H 4 18 z ®v� � O LL. LL lj I I F 1 I I I ■ Q ®® W CC* V D I I I I I� FO C6 0 J D � oo/ G_a ---- - - - - ~ f •®� •• V CL p G B o srll'Ite cn F6G 0 BW1 51 O U o F7G D A `'how d H2x8CL o P4 o -n -n -n t- 0 p4 BW1 JM' S1 oaso�' Q D1 D � (L Z Q m z OBD W �/ F— M O fy � W 1 l i 1 z O WU�Fw- 2 ■ ■ CONNECT FT4 TO LVL o 006 -J' 0 _ E t I t Q O °� Cj�r-� $ 'n -nn -nn -nn vii t - __cq 1 w _ ■ W/ SIMPSON HHUS28-2 O ...J (� w z C] M r c It r FT4 III -' Z�zm�C N �L JJ F1 III II GI I=- W r�r�� Z � u) o w : c H2x8 .p VIII LS H v� ZQO?Lz E Lu p=zw E DO BW1 F4 DO G2 U �— �Q�wYO r SD1 2X4 SYP #2 BLOCKING @ SD1 VIII Q Q � a 16" O.C. ATTACH EACH Lp0 SIM. LEDGER R SES W/ BOTTOM 10'-8" z O M END TOT US p @ VIII O W Z F4 (3)12d TOE -NAILS. ATTACH F1 ATTACHED TO GS BLOCKING TO WALL D EACH WALL STUD B5.25x16 Q (/) S1 18 B BELOW W/ SIMPSON DTC 1 III BOTTOM za D FT2 CLIP VIII G4 @ 9'-411 " F1 LU F1 p Z CD 1 D FTI D CJ C C 0 H- z <C 0 Cl (2) 2x4 #2 SYP BLOCKING 1 M� p J I I I Ila N Uj W LV BETWEEN GIRDERS W/ --� SIMPSON HU24-2 EACH END. 49U `���, z U.1 W U C2 BLOCKING TO BE INSTALLED 0 111 Lu BETWEEN TOP CHORDS _ = Z vi 1 I— WpUNI C3 aWa 1 a CC.15h5 CJ5 O W m CJ3 CJ3 — 0 11. 0. CV) .. co LID U') J1W _ a U U U CJ1 0 BLDG DESIGN: ■ • • ■ U) STRUCTURAL ENG: MCD DRAFTING: U—~i j -DESIGN. --- --STRUCT: DP QC CHECK: CC co JOB No PSQ-0204447 Q SCALE:F Aa IN ICATED _._.------- W DATE: FIRST F FRAMING P U) w NOTE: SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND 1/411-11-011 COPYRIGHT MCD 2015: The Inocopyrightedfi rmation contained in this document is 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, LCC is strictly prohibited. la -k HEADER SCHEDULE BEARING WOOD WALL SCHEDULE COLUMN SCHEDULE CONNECTOR SCHEDULE BEAM SCHEDULE TAG HEADER FASTENERS TAG STUD SPACING LUMBER SPECIES CONNECTION & FASTENERS UPLIFT CAP. Wf) BLOCKING A (2)2X4 SPF #2 BUILT UP STUD COLUMN TAG SIMPSON CONNECTOR TYPE VALUES SPF(Ib) VALUES SYP(lb) TAG BEAM SIZE CONNECTIONS TOP BOTTOM OB (3)2X4 SPF #2 BUILT UP STUD COLUMN H2x6 (2)2x6 #2 SYP w/1"FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) 16d NAILS BW1 1611 SPF 2 12d O TOENAILS 2 12d O TOENAILSUPLIFT NO MID -SPAN HETA16 w/(9) 10dx12' NAILS OR HETA20 w/(9) 10d x 12" NAILS FRAME TO CMU 1810 1810 B2x8 (2)2x8 #2 SYP WITH 1/2" FLITCH PLATE TO POST: SIMP. HTS20 OR MSTA18 TO BEAM: SIMP. HUC48 w/(14)16d & (6)-10d NAILS TO MASONRY: SIMP. HU48 OR HUC48 ltw U w/(6)10d NAILS & (14)4 x2a TAPCONS ON MASONRY: (1) SIMP. MSTAM24 C (4)2X4 SPF #2 BUILT UP STUD COLUMN H2x8 (2)2x8 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) 16d NAILS BWZ 16" SPF SP4 W/(6) �„ 10d x 1 NAILS SP4 W/(6) 1„ 10d x 1 NAILS z 570 plf MID -SPAN 1 2 WETA16 OR (2)HETA20 O �„ (1)ply TRUSS (10)10d x 1 NAILS (2)ply TRUSS (12) 16d x 12" NAILS FRAME TO CMU (1)ply 2035 (2)ply 2500 (1)ply 2035 (2)ply 2500 H2x10 2)2x10 #2 SYP w/Z" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS D ��/ (2)2X6 SPF #2 BUILT UP STUD COLUMN BW3 16 SPF SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 13" NAILS 570 plf Ird. PT. 3 1" H10A w/(18)10d x 12 NAILS OR (2)ply TRUSS H10A-2 w/(18) 10d x 13" NAILS FRAME TO FRAME H10A 1015 H10A-2 1070 H10A 1340 H10A-2 1245 B2x10 2x10 #2 SYP WITH 1/2" FLITCH PLATE TO POST: SIMP. WTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24" TAPCONS ON MASONRY: (1) SIMP. MSTAM24 O (3)2X6 SPF #2 BUILT UP STUD COLUMN H2x12 2)2x12 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS BW4 12" SPF (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN F HTS20 w/(24)10d x 11" NAILS2 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 O (2)2X8 SPF #2 BUILT UP STUD COLUMN H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) 16d NAILS BW5 12" SPF SP4 W/(6) 10d x 12"' NAILS SP4 W/(6) �„ 10d x 1 - NAILS 760 plf MID -SPAN El (2)HTS20 w/(24)10d x 11" NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 O (3)2X8 SPF #2 BUILT UP STUD COLUMN H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8)2 16d NAILS BW6 12" SPF SP4 W/(6) �„ 10d x 12 NAILS SP4 W/(6) �„ 10d x 1g NAILS 760 plf 3rd. PT. El H2.5A w/(10)8d FRAME TO FRAME 535 600 B2x12 (2)2x12 #2 SYP WITH 1/2" FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d !„ l„ NAILS & (18)4 x24 TAPCONS ON MASONRY: (2) SIMP. MSTAM24 O (3)2X4 SYP #2 BUILT UP STUD COLUMN H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 16d NAILS EI MTS12 w/(14)10d x 11" NAILS s (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 BW7 D 16" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN J O (2)2X6 SYP #2 BUILT UP STUD COLUMN H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 16d. NAILS a MGT w/(22)10d 5.. EPDXY ANCHOR w/SIMP. SET -XP EPDXY � MIN. 12" EMBEDMENT FRAME TO CMU 3330 3965 BW8 16" SYP SP4 W/(6) �„ 10d x 1� NAILS SP4 W/(6) �„ NAILS 10d x 12 664 plf MID -SPAN O (2)2X8 SYP #2 BUILT UP STUD COLUMN H3x12 (3) 2x12 #2 SYP w/ a" FLITCH PLATE BETWEEN PLIES ATTACH KING STUD TO HEADER w/(10) 16d NAILS B3.5x11. 25 (2)1.75" x11.25,� LVL. TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS TO MASONRY: SIMP. HU410 OR WUC410 w/(10)10d 1�� NAILS & (18)4 x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 F91EPDXY WTT4 w/(18) 16d x 22' NAILS & $" ANCHOR w/SIMP. SET EPDXY MIN. 7" EMBEDMENT FRAME TO CMU 3640 4235 Bw9 16" SYP SP4 W/(6) 10d x 13" NAILS SP4 W!(6) 10d x 12' NAILS 664 plf 1rd. PT. O 4x4 SYP #2 POST HEADER SUPPORT SCHEDULE 10 E HGT-2 w/(16)10d NAILS w/ (2) 4" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 12" EMBEDMENT FRAME TO CMU 109$0 8910 OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END BW10 12" .SYP 2 12d O TOENAILS (2) 12d TOENAILS NO UPLIFT MID -SPAN MO 6x6 SYP #2 POST 11 fl HTSM16 w/(8)10d NAILS & (4) 4"x 24" TAPCONS FRAME TO CMU 1010 1175 V-0" TO T-11" 1 1 BW11 12" SYP SP4 W/(6) 10d x 1 z" NAILS SP4 W/(6) 10d x 13" NAILS 885 plf MID -SPAN ON 8x8 SYP #2 POST 63.5x11. 875 (2)1.75"x11.875" LVL TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x2'" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 4'-0" TO 7'-11" 2 2 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 P 3-1/2"x3-1/2" LVL COLUMN. 8'-0" TO 9'-11" 2 3 BW12 12" SYP SP4 W/(6) 10d x 13" NAILS SP4 W/(6) 10d x 13" NAILS 885 plf 3rd. PT. 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 10'-0" TO 12'-0" 3 4 QO 3-1/2"x5-1/4" LVL COLUMN. Bw13 16" SPF SP4 W/(6) 10d x 12' NAILS @ 32"o.c. SP4 W/(6) 10d x 13" NAILS @ 32"o.c. 280 plf MID -SPAN STANDARD HEADER NOTES 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833p1f 928p1f B3.5x16 (2) 1.75"x16" LVL TO POST: SIMP. WTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS TO MASONRY: SIMP, HU410 OR HUC410 w/(10)10d 1�� 3.. NAILS & (18)4 x24 TAPCONS ON MASONRY: (2) SIMP, MSTAM24 O 3-1/2"x7" LVL COLUMN. 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 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 WOUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD3. 3. NAIL #2 SYP HEADER PLIES TOGETHER USING: (2) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X6 AND 2X8 HEADERS. (3) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X10 AND 2X12 HEADERS. NAILING ABOVE IS FOR TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING O PER HEADER SCHEDULE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. WF08/SD3. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD2 FOR 1 ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. BW14 121" SPF SP4 W/(6) 1„ 10d x 12 NAILS @ 24"o.c. SP4 W/(6) 1„ 10d x 12 NAILS @ 24"o.c` 380 plf MID -SPAN S 3-1/2"x9-1/2" LVL COLUMN. 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 STANDARD BEARING WALL W/STRAPS NOTES T O „ _ „ 5-1/4 x5 1/4 LVL COLUMN. 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 5.25x16 (3) 1.75"'x16" LVL TO POST: (2) SIMP. HTS20 OR LSTA1$ ON MASONRY: (2) SIMP. MSTAM24 * U.NS OF 1 T" LVL PLIES TOGETHER USING (3) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 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. 3. CONNECTORS ARE TO BE INSTALLED EA. STUD U.N.O. 2x6 STUDS. USE @ @ SP6 AND @ 2x8 WALLS USE SP8 INSTEAD OF INDICATED SP4.HTT4 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 6. MID OR 1 PT. BLOCKING TO BE W/ 2) 12d TOENAILS EACH END. 3 ( �„ _ 7. BASE PLATE TO BE ATTACHED TO FOOTING USING J BOLTS OR EPDXY � ANCHOR W! WASHER@ 6" FROM EA. END OF BASE PLATE & WALL OPENINGS & AT 32" o.c. W/ 7" MIN. EMBEDMENT. USE SIMPSON SET -XP EPDXY W/ EPDXY ANCHORS. 8. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D. IF BRG: WALL IS INDICATED W/BW1, BW4, BW7 OR BW10. THESE WALLS ARE ONLY BE TONAILED/ENDNAIILED TO TSUPPORTING THE FLOOR LOAHE PDA O S & THE 2x P TLNOT HAVE UPIBASE PLATE CAN BETHE STUDS ARETO ATTACHED W/HARD CASED GUN NAILS AND WILL NOT REQ: THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL NOTES. 9. FOR BEARING WALL TO MASONRY CONNECTION SEE, DETAIL MD03/SD1 U.N.O. ON PLAN. 10. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD2 U.N.O. ON PLAN. 11. COLUMNS WITHIN BEARING WALLS w/UPLIFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL SP4/ SP6/ SP8 AT EACH STUD TOP/BOTTOM AND HAVE A J -BOLT OR EPDXY ANCHOR WITHIN 6" FROM THE COLUMN. 12. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT E.O.R. FOR FURTHER REVIEW, 13. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. SIDE AND CRIPPLE STUDS AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T; IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE. LEAVE A 1 1/2" GAP FROM TRUSS TO TOP PLATE AND ATTACH USING SIMPSON DTC CLIP (SEE DETAILS WF20 & WF21/SD2). ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS. O5 -1/4"x7" LVL COLUMN. 18 LTT20B w/(10) 10d NAILS & 8" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7" EMBEDMENT COLUMN TO FTG.OR CMU 1290 1300 X T"x7" LVL COLUMN. 19 w/(18) 16d x 22' NAILS w!e" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7" EMBEDMENT -AT LVL / PSL COLUMNS USE 18 #10x1-1/2" SD SCREWS INSTEAD OF NAILS COLUMN TO FTG. 3640 4235 O 3 1/2" X 11 7/8" LVL COLUMN B3.540 (2) 1.75"40" LVL TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 " U.N.O.FASTEN LVL PLIES TOGETHER USING (4) D 4" X 3 1/2" SDS SCREWS @ 24" O.C. ROWS IE 20 ❑ 1" (3)HTS20 w/(24)10d x 12 NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 Z 5 1/4" X 9 1/2" LVL COLUMN F21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 STANDARD COLUMN NOTES ROOF NOTES. 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BM 9100 4095 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD3. 2. ALL POST/ LVL COLUMNS 1N EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS2. 4x4: ABU44 w/(12)16d NAILS & 8" EPDXY ANCHOR WMIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & 8" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2) 8" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. STANDARD BEAM NOTES 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1-1/2" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD: CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) 12d TOENAILS. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THISQQ DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGYBACK TRUSSES AND VALLEY TRUSSES 10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 75Ib MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ----STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES 23 GT w/ (22) 10d NAILS TO GIRDER& (1) 5/8 A.T.R. THRU DBL. TOP PLT. TO INVERTED HDU5 ATTACHED TO POST. NVERTED HUD5 TO POST w/ (14) 1/4" x 2 1/2" SDS SCREWS FRAME TO FRAME 3300 3965 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12" O.C. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. HETA16/20, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. HETA16/20 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP: LSTA18(14) @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. LTA2, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS, 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG, WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED HETA16/20 STRAP LOCATION. IF DOUBLE HETA16/20 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. STANDARD DARD NAIL SCHEDULE LE �7 NOTES 8 CONNECTOR L Cif; ROOF EXT. WALL NAILING SHEATHING NOTES STANDARD NAIL GENERAL DIAMETER/ LENGTH ROOFS: ROOF SHEATHING TO BE 7/16" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.G. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24 O.C. GABLE ENDS: ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS.1. EXTERIOR WALLS: SEE WF10/SD4 FOR MORE INFO. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. APA SHEATHING NOTE: 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS. 8d .131" x 21' 2 10d .148" x 3" 12d .148" x 34' FLOOR FRAMING NOTES 16d 162" x 32' GENERAL NOTES FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS, 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. 4. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 5. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 6. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE. FLOOR SHEATHING NOTES FLOOR SHEATHING TO BE 3/4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). FLOOR NAILING NOTES NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. 8d RING SHANK 113" x 28° NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS EXCEEDS THE DIAMETER AND LENGTH INDICATED.D. 2, CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. 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, LCC is strictly prohibited. Q F - z w m w o; 0 z a LU x 16 w ❑ O U O z ❑ J_ m D O U_ LU s U_ O z O O a a: LU z 0 J J Q N W w I CL O U ❑ w Q . U LL O W z O W of w W U M W ❑ U_ O z O U O LU H LU U z 0 O U Q z ❑ LU m O 0. 2 0 z 0 O J ❑ z S LU I- ❑ z m z H O H w z O v� w ❑ LU W D H U o: F_ U) J 1 Q z LU ❑ CO w o: W A H2x6 4,v H2x6 ��J/ 14A, IxQ N N 1� N 2 WALL LEGEND = 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALL (OR LINTEL = 10'-8" T.O.M. IF REFERENCED ON SHEET S4). VERIFY HEIGHT W/ ARCHITECTURAL PLANS U.N.O. EXTERIOR FRAME WALL SCHEDULE (PARK SQUARE) WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX V-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 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 - WS06/SD5 (STRAPS/BASE CONNECTIONS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM - WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) 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. J Q I - z LU 0 cn w Z 0 N F_ z O o U LU (n = W 0 0 > 0 LU Z 0 J m Q 0 J U_ U.1 x U_ 0 U O CL W 0 J J Q Je1 0) a. •°®••••o••®•yz7��i cif` Q 00 Lij Q m Uj cc d Q CJ • i z _ J •o) 6 O. C) W Q w 0 • •o®° ° ®` ��w z F ROOF FRAMING PLAN, NOTE: SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND1/411=11-0 of ---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, LCC is strictly prohibited. i z i z J m i i r n `./ U)w ,-- vow � E oe5Ci O U) 8. > V! Z - N C Zzz > _j Q JLL0 W c _joW 0 00 z H o = z w z E 0¢�wY= F• --LL O Q W 3 > F— w O U_ z °m L a 0 V- Z vs 0 R"- 0 i WW W ° W�/) J = Z W 0 W a I-- CY OC Q W ym� 0 WC WV Z CL N .�.. j BLDG DESIGN: --- q STRUCTURAL ENG: MCD j DRAFTING: G -DESIGN: --- -STRUCT: DP C QC CHECK: CC r JOB No. PSQ-0204447 SCALE: AS INDICATED DATE: 02/19/18 c S7A C 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 REQUIRE[ CONNECTIONS, STUD SPACING, AND BLOCKING REQUIREMENTS 1/2"=11-011 ALTERNATE CONNECTIONS I.L.O. J -BOLT: 1. MIN. (6) 1/2"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 ___ _... _._ _....__........__ _...-..._ __.._..._.,_.�.---- 2x6xl2 P.T. SYP #2 CENTER BUCK �_ ........... .._._._. _.__... I _.__. 1/2" J -BOLT W/ 5 1/2" EMBED, -- 2x P.T. SYP #2 NAILER _1.1/2"It OF OPENING W/ (1) 1/4"x2-3/4" MIN. 4" MIN. FROM TAPCONS @ 24" O.C. & FACE OF CMU 4" FROM ENDS ANCHOR NOT PERMITTED TO BE • INSTALLED WITHIN 1-1/2" OF HEAD JOINT j 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 gW @ 24" O.C. MAX NOTE: CONTRACTOR TO VERIFY w- 0 (D BUCK TO CMU ATTACHMENT LOCATIONS PER GARAGE DOOR __. �C Q ....... _... W ca o LL MFR.'S WRITTEN SPECIFICATIONS j....__ ¢W 45 DEG. BEVEL CUT M iv < 2x6 P.T. SYP #2 BUCK - END, 1 1 /2" ABOVE GARAGE F.F., EA. SIDE SECTION OF OPENING DO GARAGE BUCK DETAIL (MAX. 170C) BEARING/ SHEARWALL CONNECTION TO CMU 3/4"=1'-0" PRE -CAST LINTEL PER PLAN OPENING WATERPROOFING BY BUILDER/ OTHERS WINDOW/DOOR (2) 2x TOP PLATE W/ (3) 12d END NAILS TO LAST STUD TYPICAL TIE BEAM W/ 3000 psi CONC. W/(1) #5 REBAR CONT, GWS r. [0"1, 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 �' TITEN HD ANCHORS W/ 01N. 1 4' EMBEDMENT FOR HOLLOW 3LOCK OR 3 1/2" EMBEDMENT FOR SOLID 3LOCK. MAX. 6" FROM TOP AND BOTTOM DR 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 `--- PRE -ENG. ROOF •;r..�j ,:. •y ..� TAPCONS - PROVIDE STANDARD HOOK 1x4 3/16" x 2 1/4" 12" O.C. LU 1 x6 3/16" x 2 1/4" " F1 SECTION @ DOUBLE BEARING 1x8 3/16" x 2 1/4" 12" O.C. 2 own IN BUILDER FRAME �•' 2x4 3/16" x 3 1/4" 12" O.C. 1 (1) #5 IN TIE BEAM 3/16" x 3 1/4" " 2x8 1 3/16" x 3 1/4" (1) #5 BAR IN PRECAST 2 .�.. a .. 24" O.C. & EXT. TOP OF KNEEWALL TO BOTTOM LINTEL (2) 2x #2 SYP SEE PLAN ATTACHED TO MIN. .I, ;.4Jt. (2) #5's VERTICAL IN (2) 2x FULL HEIGHT WALL STUDS W/ GROUT FILLED CELL NOTES CRICKET AS REQUIRED (2)-16d NAILS @ 12" /W� O/C MIN. 2x4 SPF #2 KNEE MAIN SPAN ROOF 2x P.T. PLATE WALL WITH STUDS @ ENTIRE COLUMN TO 1/2" x 8" A.B. OR TITEN HD @ 32" 16" O.C. W/ BE GROUT FILLED W STRUCTURAL CENTER ON BASE PLATE ' U.N.O. UPLIFT CONNECTOR Q (SEE SCHEDULE) a�... COURSE W/ (1) #5 (1) #5 VERTICAL IN CONT, PLAN I4 " LAST STUD OF z GROUT FILLED CELL (IF DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSUI REQ'D PER PLAN) -"� NOTE: SEE MD08 ON :'• �� ' UP TO MAIN HOUSE (2) 2x #2 SYP SEE PLAN w LINTEL PLAN WALLS SHALL BE FOR BEAM SIZE (ONLY d. • J .11d. 6D Z 0 VERTICAL REINFORCEMENT DETAIL 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 REQUIRE[ CONNECTIONS, STUD SPACING, AND BLOCKING REQUIREMENTS 1/2"=11-011 ALTERNATE CONNECTIONS I.L.O. J -BOLT: 1. MIN. (6) 1/2"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 ___ _... _._ _....__........__ _...-..._ __.._..._.,_.�.---- 2x6xl2 P.T. SYP #2 CENTER BUCK �_ ........... .._._._. _.__... I _.__. 1/2" J -BOLT W/ 5 1/2" EMBED, -- 2x P.T. SYP #2 NAILER _1.1/2"It OF OPENING W/ (1) 1/4"x2-3/4" MIN. 4" MIN. FROM TAPCONS @ 24" O.C. & FACE OF CMU 4" FROM ENDS ANCHOR NOT PERMITTED TO BE • INSTALLED WITHIN 1-1/2" OF HEAD JOINT j 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 gW @ 24" O.C. MAX NOTE: CONTRACTOR TO VERIFY w- 0 (D BUCK TO CMU ATTACHMENT LOCATIONS PER GARAGE DOOR __. �C Q ....... _... W ca o LL MFR.'S WRITTEN SPECIFICATIONS j....__ ¢W 45 DEG. BEVEL CUT M iv < 2x6 P.T. SYP #2 BUCK - END, 1 1 /2" ABOVE GARAGE F.F., EA. SIDE SECTION OF OPENING DO GARAGE BUCK DETAIL (MAX. 170C) BEARING/ SHEARWALL CONNECTION TO CMU 3/4"=1'-0" PRE -CAST LINTEL PER PLAN OPENING WATERPROOFING BY BUILDER/ OTHERS WINDOW/DOOR (2) 2x TOP PLATE W/ (3) 12d END NAILS TO LAST STUD TYPICAL TIE BEAM W/ 3000 psi CONC. W/(1) #5 REBAR CONT, GWS r. [0"1, 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 �' TITEN HD ANCHORS W/ 01N. 1 4' EMBEDMENT FOR HOLLOW 3LOCK OR 3 1/2" EMBEDMENT FOR SOLID 3LOCK. MAX. 6" FROM TOP AND BOTTOM DR 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 `--- PRE -ENG. ROOF SIZE TAPCONS SPACING # ROWS 1x4 3/16" x 2 1/4" 12" O.C. 1 1 x6 3/16" x 2 1/4" " F1 SECTION @ DOUBLE BEARING 1x8 3/16" x 2 1/4" 12" O.C. 2 CONNECTION NOTES BUILDER FRAME OF WALL TO BOTTOM OF 2x4 3/16" x 3 1/4" 12" O.C. 1 2x6 3/16" x 3 1/4" " 2x8 1 3/16" x 3 1/4" 12" O.C. 2 OPENING SIZE AND NOTES: LOCATION PER PLAN 1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF (TYP)' WINDOW/DOOR, FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE 4" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE MASONRY WALL PER OF BUCK. PLAN (TYP). 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO P.T. BUCKS PER STRUCTURE BY OTHERS W THIS CASE. SCHEDULE 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 1 2x BUCK DETAIL 1/2"=11-011 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & 1/2"=11-011 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 JOINING UP TO MAIN HOUSE WALLS SHALL BE ATTACHED (2) 2x TOP PLATE TO MIN. (2) 2x FULL HEIGHT WALL STUDS W/ (2)-16d NAILS @ 12" O.C. MIN. 2x4 SPF #2 KNEE WALL `--- PRE -ENG. ROOF PLAN FOR STUD SIZE & TRUSS PER PLAN (2) 2x #2 SYP SEE PLAN WITH STUDS @ 16" O.C. W/ UNDER GIRDER TRUSS SEE PLAN FOR FOR BEAM SIZE STRUCTURAL SHEATHING CONNECTION F1 SECTION @ DOUBLE BEARING ON BOTH SIDES FROM TOP (2) 2x PLATE CONNECTION NOTES BUILDER FRAME OF WALL TO BOTTOM OF SINGLE TOP AND BASE RADIUS AS REQ'D BEAM. ATTACHED PER NAILING SCHEDULE OTHERWISE SP2 CLIPS EACH STUD TO DOUBLE TOP PLATE AND SP1 CLIPS EACH STUD TO BOTTOM PLATE fiFO KNEEWALL AT DOWNSET BEAM 3/4"=1'-0" SEE ROOF SHEATHING, PLAN NAIL PER PLAN DOUBLE TOP PLATE SIMPSON SP4 OR SP2 @ EACH STUD 0 PRE-ENGINEERED ROOFTRUSS-SEE FRAMING PLAN FOR SPACING EXTERIOR SHEATHING SEE PLAN FOR NAIL PER PLAN CONNECTION 2x BRIG WALL, SEE PLAN FOR STUD SIZE & SPACING. MIN (2) 2x UNDER GIRDER TRUSS U.N.O. 2x BLOCKING SIMPSON LSTA24 EACH STUD 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. SHEATHING CONNECTION F1 SECTION @ DOUBLE BEARING 3/4"=1'-0" SIDES FROM TOP OF BUILDER FRAME WALL TO BOTTOM OF --I RADIUS AS REQ'D BEAM. ATTACHED PER NAILING SCHEDULE fiF70 KNEEWALL AT UPSET BEAM (2) 2x BUILT-UP COL. 2x BLOCKING W/ (2) 12d NAILS@ EACH END SIMPSON LSTA30 W/ (22) 10d NAILS (ALL CORNER CONDITIONS STRAP AROUND TALLER STUD) (2) 2x TOP PLATE ATTACH 2x TO — BUILT-UP W/ (2) ROWS OF 10d NAILS STAGGERED @ 8" O.C. 3/4"=1'-0" (2) 2x TOP PLATE II SEE FLOOR PLAN FOR MORE BRIG. WALL INFO STEP cx BEARING FRAME WALL 3/4"=1'-0" STRUCTURAL SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER DOUBLE 2x TOP PLATE STD, CONNECTOR SHEATHING W NOTES FRAME OUT TO BLOCK (2) 2x PLATE CONNECTION NOTES EDGE AS REQ'D LAST STUD OF SINGLE TOP AND BASE KNEE WALL JOINING PLATE w/ (2) 16d NAILS EXT. SHEATHING ATTACHED UP TO MAIN HOUSE CONNECTION PER Q WALLS SHALL BE 24" O.C. & EXT. TOP OF KNEEWALL TO BOTTOM (2) 2x #2 SYP SEE PLAN ATTACHED TO MIN. STD. CONNECTOR FOR BEAM SIZE (2) 2x FULL HEIGHT WALL STUDS W/ NOTES CRICKET AS REQUIRED (2)-16d NAILS @ 12" O.C. O/C MIN. 2x4 SPF #2 KNEE MAIN SPAN ROOF 2x P.T. PLATE WALL WITH STUDS @ TRUSS 1/2" x 8" A.B. OR TITEN HD @ 32" 16" O.C. W/ EDGE STRUCTURAL CENTER ON BASE PLATE SHEATHING ON BOTH UPLIFT CONNECTOR SIDES FROM TOP OF BUILDER FRAME WALL TO BOTTOM OF --I RADIUS AS REQ'D BEAM. ATTACHED PER NAILING SCHEDULE fiF70 KNEEWALL AT UPSET BEAM (2) 2x BUILT-UP COL. 2x BLOCKING W/ (2) 12d NAILS@ EACH END SIMPSON LSTA30 W/ (22) 10d NAILS (ALL CORNER CONDITIONS STRAP AROUND TALLER STUD) (2) 2x TOP PLATE ATTACH 2x TO — BUILT-UP W/ (2) ROWS OF 10d NAILS STAGGERED @ 8" O.C. 3/4"=1'-0" (2) 2x TOP PLATE II SEE FLOOR PLAN FOR MORE BRIG. WALL INFO STEP cx BEARING FRAME WALL 3/4"=1'-0" STRUCTURAL TRUSSES PER PLAN 24" 0. C. MAX. DOUBLE 2x TOP PLATE TYP. TRUSS TO FRAME SHEATHING W CONNECTION PER STD CLOSURE WALL w/ CONNECTION NOTES TYP, TRUSS TO FRAME SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS EXT. SHEATHING ATTACHED I CONNECTION PER Q 24" O.C. & EXT. TOP OF KNEEWALL TO BOTTOM SHEATHING INSTALLED STD. CONNECTOR PER NAILING PATTERN CLIPS AT BASE ARE REQ'D. 2x BLOCKING NOTES CRICKET AS REQUIRED MIN 2x4 STUDS @ 16 O/C FRAME OUT TO BLOCK MAIN SPAN ROOF 2x P.T. PLATE TRUSS 1/2" x 8" A.B. OR TITEN HD @ 32" EDGE ° CENTER ON BASE PLATE UPLIFT CONNECTOR Q (SEE SCHEDULE) TOP KNOCK OUT COURSE W/ (1) #5 MASONRY WALL PER CONT, PLAN F1 KNEEWALL ABOVE MASONRY WALL LAST STUD OF z 1„=1'-0” DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSUI KNEE WALL JOINING I (2) 2x TOP PLATE W UP TO MAIN HOUSE (2) 2x #2 SYP SEE PLAN w WALLS SHALL BE FOR BEAM SIZE (ONLY ATTACHED TO MIN. IF OPENING PROVIDED Z (2) 2x FULL HEIGHT PER PLAN) O WALL STUDS W/2x4 SPF #2 KNEE WALL I"` (2)-16d NAILS 12" O.C. W/ STRUCTURAL L 1/2" x 8" ANCHOR BOLT i SHEATHING FROM w V OR TITEN HD @ 32" TOP OF WALL TO z Uj O.C. & 6" FROM EACH BOTTOM OF WALL. END ;. ATTACHED PER w 2x PT BOTTOM NAILING SCHEDULE p >; +Q PLATE OTHERWISE SP2 CLIPS U W EACH STUD TO BEAM z Ce PRECAST LINTEL OR b.. ABOVE AND SP1 CLIPS p KNOCK OUT COURSE EACH STUD TO J MASONRY WALL BOTTOM PLATE m 0 FO KNEEWALL AT MASONRY WALL o 3/4"=11-011 w X H PRE-ENGINEERED TRUSSES PER PLAN 24" 0. C. MAX. DOUBLE 2x TOP PLATE TYP. TRUSS TO FRAME IF REQ'D, PROVIDE CONNECTION PER STD CLOSURE WALL w/ CONNECTION NOTES SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS EXT. SHEATHING ATTACHED I TO TRUSS. STUDS @ PER NAILING SCHEDULE FROM 24" O.C. & EXT. TOP OF KNEEWALL TO BOTTOM SHEATHING INSTALLED OR SP2 CLIPS AT TOP AND SPI PER NAILING PATTERN CLIPS AT BASE ARE REQ'D. 2x BLOCKING CRICKET AS REQUIRED MIN 2x4 STUDS @ 16 O/C MAIN SPAN ROOF 2x P.T. PLATE TRUSS 1/2" x 8" A.B. OR TITEN HD @ 32" O.C. & 6" FROM EA, END, ° CENTER ON BASE PLATE UPLIFT CONNECTOR (SEE SCHEDULE) TOP KNOCK OUT COURSE W/ (1) #5 MASONRY WALL PER CONT, PLAN F1 KNEEWALL ABOVE MASONRY WALL 1„=1'-0” DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSUI U_ CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN O BEAM INTO LONG SPAN AS INDICATED ON BEAM � SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN O STRAP IS NOT REQUIRED. O PT. POST (AS NOTED) nm. EXT. AS NOTED w LAP BEAM PLYS AND O NAIL AS SHOWN (5) 0.131 x 3 1/4" NAILS PER PLY 4=- HTS20 CLIP FROM POST TO BEAM w EXTERIOR BEAM AS i U j M NOTED PLAN VIEW @ TOP OF POST PT POST (AS NOTED) U �A-0 6900461 00 ��� LU 00 ABU POST BASE o v:"� U_ Q-`•e2�J %� z° (AS NOTED) ¢ C] • W a,- 5/8" 5/8" THREADED ROD w/ ril►1 0 ¢ b; O c• NUT SET IN ADHESIVE w 6 w EL 0010 �� ♦ z 4 I I U s®�� 8 p ,��� O I/ ° ° SEE FOUNDATION 'lose o $%01"" PLAN FOR ADDITIONAL z _AINFO O SIDE VIEW @ BASE OF POST o v o (66�000RNER COLUMN FRAMINGLd 3/4"=1'-0" 8 o U) U v¢` PRE-ENG.TRUSS PER J �° PLAN, 24" O.C. MAX o �' z 0 " m ROOFING MATERIAL Z PER ARCHS �(D F h SEE FRAMING PLAN O W (n w ti FOR CONNECTION O Q C) U r� E INFO ¢ oes _j . , 8 CD SEE ELEVATION U z - N 6 c TOP OF MASONRY w < Z Q z �y/m w .-. — SEE ARCH PLANS FOR ~ fy "-I O ~ 0 >- 0 8 OVERHANG INFO Iz- W W U)� rY O Q c J ZQO�w o W F- 1: z F- OO<0W<3: RE. ELEV. do W Q W � 0" FOR 0•H. W W 1� F- O L0 TYP. SINGLE TIE -BEAM O W O LL W/ (1) #5 CONT. U = O GROUT SOLID ¢ fA z w W oZ IX IL p WINDOW PER > H FLOOR PLAN z Q 0 o �WLL! v Uj J PRECAST CONC. OR z W " POWERS STEEL SILL W TYP. @ ALL WINDOWS W = Z W © W O �I EXT FINISH PER PLAN z Q W 0 car oc a 0LLJ a .�,. MAIN FLOOR O m D ELEV 0'-0" O Z CONC. SLAB - VERT REINF. BEYOND SEE FOUNDATION _ CD PLAN FOR MORE INFOi I W BLDG DESIGN: --- —III" STRUCTURAL ENG: MCD I= MASONRY WALL PER w DRAFTING � -DESIGN: --- PLAN DP SEE FOUNDATION -- _-- DETAILS FOR FTG INFO QC CHECK: CC (n JOB No. PSQ-0204447 J F- SCALE: AS INDICATED --- __.._..... W DATE: 02/19/18 4 S01 TYPICAL ONE STORY CMU WALL SECTION W 3/4"=11-011 h -TING & DESIGN, OF WMR & ASSOCIATES, LCC is strictly prohibited. SD1 a cue i® SIMPSON HGAI 0 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE SIMPSON HGA1 0 @ 48" O.C. NOTE: ALL GABLE BRACING IS TO BE SHEATHING NOT REQ'D SYP#2 OR BETTER TO BE CONT. @ THE TRANSITION FROM WALL TO GABLE X 2x4 BLOCKS, (2)16d NAILS @ EA. END, BLOCK ADJ. BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) WHERE O.H. IS > 1'-0", DROP GABLES w/ OUTLOOKERS @ 24" O.C. TO RUN l' -O" MAX PLYOOD CANT. O.H. BACK TO 1 ST COMMON TRUSS WITH SEE ELEV. FOR (3) 12d TOENAILS. CONNECT TO O.H. SIZE DROP GABLE WITH H2.5 CLIP, MAX 2'-0" O.H. (2) ROWS 12d NAILS STAGGERED @ 12" O.C. EA. FACE OR (3) ROWS 12d NAILS STAGGERED reb 12" TRUSS 7 \1 TRUSS DOUBLE 2x TOP PLATE GABLE BRACING UP TO 4'-8" NO BRACE REQUIRED CLEARANCE BETWEEN N, 71-011 < HA 91-41' (2) 2x4 BRACE (SEE SECTION A -A) 9'-4"1< H:!�14'4' INSIDE FACE OF CMU Z CONT. 2x4 2x4 DIAGONAL BRACE @ 48" O.C. TO 3RD BAY STRONGBACK W/ (2) 2x4 BRACE A -A GABLE VERTICAL BRACING 2x6 0 JAMB STUDS 0 EMBED) MIN. 6" FROM 24" O.C. FOR FALSE BM O.C. FOR 2X10 OR < GREATER HEADER z W LSTA30 HEADER TO FOR REQ'D 8" O.C. PROVIDE 2x4 BRACE EACH END AND 32" FASTEN SIDE WALL STUD U.N.O. SEE BEARING GABLE END @ FLAT CEILING CONNECTIONS (660� GABLE END BRACING ATTACHMENT W/ (3) 1 Od O.C. MAX. (9 1 'j-1 2x4 ATTACHED TO EA. 3/4"=11-001 NOTES & CONNECTOR W PER WF08/SD3 REQ'D w/ 0 PER WF08/SD3 TO EA. ADJ. DIAG. PLATE& NAILED TO W O.C. ATTACH W1 (6) 8d STUDS U.N.O. W BEAM PER PLAN SHEATHING PER PLAN. (11) 10d NAILS z FOR CLG. NAILING (5) 16d NAILS NAILS (MAX. J" BEAM CONNECTION FRAME WALL CONNECTIONW U_ SP4 TOP OF CRIPPLE AT 0 SURFACE U) NAILS @ 6" O.C. STRONGBACK, SEE LOADS SUCH AS A PROVIDE 16d NAILS 0 FRAMING FOR FALSE REQ'D (2) ROWS 12d NAILS NAILING SCHEDULE W DOWNFRAME TO L 0C:rVM .. 1 1 DMARA IF LU BASE PLATE TO BE C-0 EA. FACE OR (3) ROWS 0 BETWEEN 12" LONG BRACE TO • 12d NAILS STAGGERED w/(2) 16d NAILS. •X*, @ 12" O.C. FOR 2X10 CHART CHART BLOCK & TRUSS TYP. NON -LOAD SEE HEADER 2x4 #2 SYP CONT. Wit DOOR ATTACHED TO FTG 0 OU DOOR SIM TO SIMPSON DTC @ EACH EXT. SHEATHING; BEARING WALL PER INFORMATION BLOCKING FROM EA. END OF BASE Of 0 C•4 IN GABLE BRACING (+) PLAN. STUDS @ 24" STUDS U.N.O. < USING 1/2" 0 J -BOLTS I I I-ri LOCATION. ATTACH W/ WFO1/SD3 FILLING AND BILKING GABLE BRACING@ AS REQ'D W/ (2) ROWS LU GABLE END OF 12d @ 16" O.C. TO 0 0 - (6) 8d NAILS (MAX. 4 SHELVING. HEADER UNO SPACING TO BE I Q[=1= CHART 7" MIN EMBED PER BRG VERTICAL GAP 48" O.C. NOT REG'D WALLS CARRYING REDUCED DOWN TO SIMPSON HIOA &liolffillilffl SIMPSON H10A ATTACH PER PLAN 2X STUDS TYP. C- N % 0 DIAGONAL TO BEAM DIAGONAL TO TOP X PLATEATTACH BRACE TO PLATE TRUSS BOT. CHORD GABLE BRACING UP TO 4'-8" NO BRACE REQUIRED CLEARANCE BETWEEN 1/2" J -BOLTS W/ 71-011 < HA 91-41' (2) 2x4 BRACE (SEE SECTION A -A) 9'-4"1< H:!�14'4' INSIDE FACE OF CMU WASHERS (MIN. 6" 2x4 SYP #2 BRACING @ STRONGBACK W/ (2) 2x4 BRACE A -A GABLE VERTICAL BRACING 2x6 0 JAMB STUDS 0 EMBED) MIN. 6" FROM 24" O.C. FOR FALSE BM W/ SIMPSON SP2 TYP. z TOP AND BOTTOM IF 0 co FOR REQ'D 8" O.C. PROVIDE 2x4 BRACE EACH END AND 32" W STUD U.N.O. SEE BEARING GABLE END @ FLAT CEILING CONNECTIONS (660� GABLE END BRACING ATTACHMENT W/ (3) 1 Od O.C. MAX. (9 1 'j-1 2x4 ATTACHED TO EA. 3/4"=11-001 NOTES & CONNECTOR W PER WF08/SD3 (n 0 PER WF08/SD3 TO EA. ADJ. DIAG. PLATE& NAILED TO W O.C. ATTACH W1 (6) 8d 2x8 P.T. PLATE, CANT. STRONEBRACK IF U_ (11) 10d NAILS z FOR CLG. NAILING 3: y GABLE END W1 16d NAILS (MAX. J" BEAM CONNECTION FRAME WALL CONNECTIONW U_ SP4 TOP OF CRIPPLE AT 0 SURFACE U) NAILS @ 6" O.C. FASTEN TO DIAG. LOADS SUCH AS A PROVIDE 16d NAILS 0 FRAMING FOR FALSE REQ'D (2) ROWS 12d NAILS NAILING SCHEDULE 3-S TO GABLE F=Mn TRUSS L 0C:rVM .. 1 1 DMARA IF LU BASE PLATE TO BE C-0 EA. FACE OR (3) ROWS 0 BETWEEN 12" LONG F_ • 12d NAILS STAGGERED w/(2) 16d NAILS. •X*, @ 12" O.C. FOR 2X10 SHELVING CHART BLOCK & TRUSS TYP. NON -LOAD SEE HEADER 2x4 #2 SYP CONT. Wit DOOR ATTACHED TO FTG 0 OU 0 z SIMPSON DTC @ EACH HEADER CONNECTION z BEARING WALL PER INFORMATION OPENING FROM EA. END OF BASE Of 0 C•4 LOADS SUCH AS LSTA30 HEADER TO PLAN. STUDS @ 24" STUDS U.N.O. < USING 1/2" 0 J -BOLTS PLATE & WALL z LOCATION. ATTACH W/ CABINETS OR HEAVY FILLING AND BILKING GABLE BRACING@ AS REQ'D W/ (2) ROWS LU GABLE END OF 12d @ 16" O.C. TO 0 0 - (6) 8d NAILS (MAX. 4 SHELVING. HEADER UNO SPACING TO BE OR EPDXY ANCHOR @ 0 TYP. (MAX. 24" O.C.). 7" MIN EMBED PER BRG VERTICAL GAP 48" O.C. NOT REG'D WALLS CARRYING REDUCED DOWN TO SHEATHINGPER WALL SCHEDULE. AT 0 BETWEEN 12" LONG HOLD TOP OF 6" FROM EA. END OF 9 0 16" O.C. MAX. @ 1/4" TAPCONS W/ SLAB STEP DOWNS, 6' FROM EAVES BLOCK & TRUSS NON -LOAD BEARINGCABINETS OR HEAVY FASTEN MIN. 2" EMBED. @ 24" EMBED. MUST BE 7" Uj z BASE PLATE & WALL WALL D -2 SHELVING LOADS SUCH AS O.0. MIN. BELOW STEP 0 TRUSS BLOCKING.) LAN, W CABINETS OR HEAVY OPENINGS & 32" O.C. co 2x BLOCKING x 12" TRUSS BOTTOM 2x BLOCKING x 12" 100, SHELVING. TRUSS OR ROOF P.T BASE PLATE LONG @ HORIZONTAL CHORD. LONG @ TRUSS W/ 7" MIN EMBED. & 2" < Uj BLOCKING LOCATION Uj co d LOCATION FOR CLIP 00 Uj 6 WOOD/MASONRY NOTE: CONTRACTOR TO NAIL z FOR CLIP ATTACHMENT, @ 48" O.C. ATTACH TO WALL WASHER. AT SLAB oG CONTRACTOR TO FIELD VERIFY WHICH TRUSS,WALL OR 1st KING STUD INTO HEADER SP4 @ BASE OF EA. ATTACHMENT. ATTACH z SINGLE TOP PLATE W HOLD TOP OF STEP DOWNS, EMBED. 0 SEE PLAN CONDITION IS REQUIRED. CONTACT EOR STUD U.N.O. SEE D TO WALL SINGLE TOP MIN. (4) 8d NAILS. NON -LOAD BEARING ATTACH ADDIT'L KINGS AS MUST BE 7" BELOW U_ FOR ADDITIONAL INFO AS REQ'D PLATE W /MIN. (4) 8d WALL DOWN 1-j' DOOR SCHEDULE ON NOTES & STEP W SIMPSON A23 @ EACH A35 DIAGONAL TO MAINTAIN 3 1/4" BRACE TO PLATE TRUSS BOT. CHORD GABLE BRACING UP TO 4'-8" NO BRACE REQUIRED CLEARANCE BETWEEN 1/2" J -BOLTS W/ 71-011 < HA 91-41' (2) 2x4 BRACE (SEE SECTION A -A) 9'-4"1< H:!�14'4' INSIDE FACE OF CMU WASHERS (MIN. 6" 2x4 SYP #2 BRACING @ STRONGBACK W/ (2) 2x4 BRACE A -A GABLE VERTICAL BRACING 2x6 0 AND CENTERLINE OF 10 EMBED) MIN. 6" FROM 24" O.C. FOR FALSE BM W/ SIMPSON SP2 TYP. z TOP AND BOTTOM IF 0 co FOR REQ'D 8" O.C. J -BOLT EACH END AND 32" W STUD U.N.O. SEE BEARING GABLE END @ FLAT CEILING CONNECTIONS (660� GABLE END BRACING ATTACHMENT W/ (3) 1 Od O.C. MAX. (9 1 'j-1 2x4 ATTACHED TO EA. 3/4"=11-001 NOTES & CONNECTOR z TOENAILS EA. END (n 0 PER WF08/SD3 SPACING TO 24" O.C. NAILING SCHEDULE PLATE& NAILED TO W O.C. ATTACH W1 (6) 8d 2x8 P.T. PLATE, CANT. 2x TOP PLATE TO 7 U_ (11) 10d NAILS z FOR CLG. NAILING 3: y GABLE END W1 16d NAILS (MAX. J" U_ SP4 TOP OF CRIPPLE AT 0 SURFACE U) NAILS @ 6" O.C. STRAP LOCATION z0 LOADS SUCH AS A PROVIDE 16d NAILS 0 FRAMING FOR FALSE (2) ROWS 12d NAILS NAILING SCHEDULE 3-S TO GABLE F=Mn TRUSS L 0C:rVM .. 1 1 DMARA IF LU CABINETS OR HEAVY EA. FACE OR (3) ROWS 0 GABLE BRACING CHART H GABLE BRACING UP TO 4'-8" NO BRACE REQUIRED 41-811 < H:e= 71-Ofl (1) 2X4 BRACE 71-011 < HA 91-41' (2) 2x4 BRACE (SEE SECTION A -A) 9'-4"1< H:!�14'4' STRONGBACK W/ (1) 2x4 BRACE 141-01' < H!618'-8" STRONGBACK W/ (2) 2x4 BRACE GABLE 2x4 BRACE LEGEND SHEET FOR MORE WITH (2) 10d NAILS INFORMATION NOTE: REQUIRED NUMBER OF KING STUDS PER THE HEADER Q1 IDWIPT _Qrw=ni ii i= rw 4'. 1 k 1 STRONGBOACK PLATE @12" O.C. MAX. HGA1 0 @ 32" O.C. IOd NAILS @ EA. TO 2x4 BRACE IF REQ'D TRUSS BRACE SEE CHART. DIAGONAL TIE BEAM COURSE w/ 2x4 STUDS @ 24" O.C. 4- 10d COMMON NAILS @ CMU WALL OR LINTEL (1) #5 CONT, w/ SINGLE BASE & TOP FALSE BM PER PLAN BELOW PLATE w/ PLYWOOD IF REQ'D 6" O.C. SHEATHING COVERING CMU WALL CONNECTION CLEAR SPAN CONNECTION GABLE VERTICAL 0 I-_ OPENING 2ND 2X4 BRACE IF oo P.T BASE PLATE U_ 0 REQ'D, SEE CHART CD ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING' z SEE GABLE A -A GABLE VERTICAL BRACING 2x6 0 CONNECTION DETAIL 10d COMMON NAILS @ W/ SIMPSON SP2 TYP. z TOP AND BOTTOM IF 0 co FOR REQ'D 8" O.C. SP4 @ BASE OF EA. CONNECTIONS STUD U.N.O. SEE BEARING GABLE END @ FLAT CEILING CONNECTIONS (660� GABLE END BRACING WOOD WALL SCHEDULE ON LU 2x4 ATTACHED TO EA. 3/4"=11-001 NOTES & CONNECTOR GABLE 2x4 BRACE LEGEND SHEET FOR MORE WITH (2) 10d NAILS INFORMATION NOTE: REQUIRED NUMBER OF KING STUDS PER THE HEADER Q1 IDWIPT _Qrw=ni ii i= rw 4'. 1 k 1 STRONGBOACK PLATE @12" O.C. MAX. HGA1 0 @ 32" O.C. IOd NAILS @ EA. TO 2x4 BRACE IF REQ'D TRUSS BRACE SEE CHART. DIAGONAL TIE BEAM COURSE w/ 2x4 STUDS @ 24" O.C. 4- 10d COMMON NAILS @ CMU WALL OR LINTEL (1) #5 CONT, w/ SINGLE BASE & TOP FALSE BM PER PLAN BELOW PLATE w/ PLYWOOD IF REQ'D 6" O.C. SHEATHING COVERING CMU WALL CONNECTION CLEAR SPAN CONNECTION GABLE VERTICAL 0 2ND 2X4 BRACE IF REQ'D, SEE CHART z ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING' LL 0 A -A GABLE VERTICAL BRACING 2x6 2X CRIPPLES @ 16" O.C. (n 10d COMMON NAILS @ W/ SIMPSON SP2 TYP. z TOP AND BOTTOM IF 0 co 12d TOE -NAILS @ EA. ROOF SHEATHING PER 8" O.C. HEADER IS NOT FLUSH 9 SP4 TOP OF CRIPPLE AT AGAINST TOP PLATE GABLE END @ FLAT CEILING CONNECTIONS (660� GABLE END BRACING CL STRAP LOCATION *WHEN STUD LENGTH Ui ,lt 3/4"=1-O 3/4"=11-001 IS < 12" USE LSTA30 W STRAPS AT EA. STUD 1D — WRAPPED OVER TOP D 0 PER WF08/SD3 SPACING TO 24" O.C. NAILING SCHEDULE PLATE& NAILED TO W O.C. ATTACH W1 (6) 8d F— HEADER EA. SIDE W/ (n SHEATHING (11) 10d NAILS z @ WALLS CARRYING cn NAILS (MAX. J" U_ SP4 TOP OF CRIPPLE AT 0 ATTACHED PER STRAP LOCATION z0 LOADS SUCH AS SPACING TO BE VERTICAL GAP (2) ROWS 12d NAILS NAILING SCHEDULE STAGGERED @ 12" O.C. LU CABINETS OR HEAVY EA. FACE OR (3) ROWS 0 BETWEEN 12" LONG F_ • 12d NAILS STAGGERED •X*, @ 12" O.C. FOR 2X10 SHELVING OR GREATER HEADER BLOCK & TRUSS TYP. NON -LOAD SEE HEADER 2x4 #2 SYP CONT. Wit DOOR SCHEDULE FOR 0 z SIMPSON DTC @ EACH HEADER CONNECTION z BEARING WALL PER INFORMATION OPENING FROM EA. END OF BASE Of 0 HORIZONTAL BLOCK LOADS SUCH AS LSTA30 HEADER TO PLAN. STUDS @ 24" STUDS U.N.O. < PLATE & WALL z LOCATION. ATTACH W/ CABINETS OR HEAVY FILLING AND BILKING O.C. MAX. STUD AS REQ'D W/ (2) ROWS LU OPENINGS & 32" O.C. W/ OF 12d @ 16" O.C. TO 0 0 - (6) 8d NAILS (MAX. 4 SHELVING. HEADER UNO 2x4 SYP #2 BLOCKING 2X STUDS TYP. z @ 48" O.C. MAX. W/ (3) TRUSSES AT 24" O.C. ES 12d TOE -NAILS @ EA. ROOF SHEATHING PER TYP. NON -LOAD ATTACH JAMB STUDS 8 END. REDUCE PLAN ATTACH PERSTRUCTURAL BEARING WALL PER SIMPSON DTC @ 48" 0 PER WF08/SD3 SPACING TO 24" O.C. NAILING SCHEDULE PLAN. STUDS @ 24" O.C. ATTACH W1 (6) 8d SHEATHING z @ WALLS CARRYING O.C. MAX. STUD NAILS (MAX. J" ATTACHED PER BASE PLATE TO BE LOADS SUCH AS SPACING TO BE VERTICAL GAP NAILING SCHEDULE ATTACHED TO FTG LU CABINETS OR HEAVY REDUCED DOWN TO BETWEEN 12" LONG F_ USING 1/2" J -BOLTS OR SHELVING 16" O.C. MAX. @ BLOCK & TRUSS TYP. NON -LOAD 2x4 #2 SYP CONT. Wit DOOR EPDXY ANCHOR @ 6" 0 z SIMPSON DTC @ EACH LOCATIONS CARRYING BOTTOM CHORD/ BEARING WALL PER (2) 16d COMMON OPENING FROM EA. END OF BASE H HORIZONTAL BLOCK LOADS SUCH AS TRUSS BLOCKING.) PLAN. STUDS @ 24" NAILS EA. STUD OR PLATE & WALL 3: LOCATION. ATTACH W/ CABINETS OR HEAVY REDUCE DTC SPACING O.C. MAX. STUD TRUSS MEMBER, OPENINGS & 32" O.C. W/ (6) 8d NAILS (MAX. 4 SHELVING. TO 24" O.C. FOR SPACING TO BE TYP. (MAX. 24" O.C.). 7" MIN EMBED PER BRG VERTICAL GAP WALLS CARRYING REDUCED DOWN TO IF MASONRY, USE (2) WALL SCHEDULE. AT 0 BETWEEN 12" LONG HOLD TOP OF LOADS SUCH AS 16" O.C. MAX. @ 1/4" TAPCONS W/ SLAB STEP DOWNS, 0 BLOCK & TRUSS NON -LOAD BEARINGCABINETS OR HEAVY LOCATIONS CARRYING MIN. 2" EMBED. @ 24" EMBED. MUST BE 7" Uj z BOTTOM CHORD/ WALL D -2 SHELVING LOADS SUCH AS O.0. MIN. BELOW STEP 0 TRUSS BLOCKING.) BELOW BOTTOM OF W CABINETS OR HEAVY 2x BLOCKING x 12" TRUSS BOTTOM 2x BLOCKING x 12" 100, SHELVING. TRUSS OR ROOF P.T BASE PLATE LONG @ HORIZONTAL CHORD. LONG @ TRUSS SYSTEM Uj BLOCKING LOCATION Uj co d LOCATION FOR CLIP 00 Uj 6 WOOD/MASONRY NOTE: CONTRACTOR TO NAIL z FOR CLIP ATTACHMENT, @ 48" O.C. ATTACH TO WALL 0 TRUSS,WALL OR 1st KING STUD INTO HEADER SP4 @ BASE OF EA. ATTACHMENT. ATTACH z SINGLE TOP PLATE W HOLD TOP OF 0 SEE PLAN PER HEADER SCHED. THEN STUD U.N.O. SEE D TO WALL SINGLE TOP MIN. (4) 8d NAILS. NON -LOAD BEARING ATTACH ADDIT'L KINGS AS BEARING WALL co PLATE W /MIN. (4) 8d WALL DOWN 1-j' REQ'D. SCHEDULE ON NOTES & NAILS. BELOW BOTTOM OF 0 CONNECTOR LEGEND .j SINGLE 2x TOP PLATE TRUSS BOTTOM < z SHEET FOR MORE INFO. z 2x TOP PLATE CHORD. W W Lu USW wSINGLE AF�2 NON-BEARING WALL (PARALLEL TRUSS) r='� LEDGER LOW ROOF fiFO TYPICAL HEADER DETAIL w 1/2"=11-011 3/4"=11.011 1/2 =1-0 cn COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent ofMONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LCC is strictly prohibited. W 0 z 0 F_ W W W Uj co d 00 Uj 6 z CO 0 0 _j Uj < z 0 111111111%0� %N, 0 .j < z W W Lu USW E 0 UW1 z C- NM z < 0 - ZE > J L-Lj P: co Wt P 8 Lu _j W U505WR00<-- �7 < 0 �: 2 W M 5 F- Z Ci3:zWz °a=WJ° E F_ Lu X < < LL Uj z � 0 CV) W X 0 U_ 0 W Z 0 0 > W WJ W W > 2 W 0 -W U Z C0 0W WW _j W IL 0�a= W 0 C4 Z W A CL CL CN BLDG DESIGN: ... STRUCTURALENG: MCD DRAFTING: ------------ -DESIGN: --- -STRUCT: DP OC CHECK: cc JOB No. PSQ-0204447 SCALE: AS INDICATED DATE: 02/19/18 SD2 2x4 BLOCKS, (2) 16' NAILS @ EA. END. BLOCK ADJ. BAYS EA.DIAG. AS SHOW FASTEN ROOF SHEATHING TO BLOCKS w/8d NAIL @ 6" O.C. (5) 16d NAILS BRA( TO BLOCKING PROVIDE 2x4 BRA( TO EA. ADJ. DIAG. FASTEN TO DIAG.v 16d NAILS. %THING PER PLAN RE O.H. IS > 1'-0", P END GABLE w/ -OOKERS @ 24" TO RUN BACK TO COMMON TRUSS 1 (3) 12d TOENAILS. NECT TO DROP _E WITH H2.5 CLIP. 2'-0" O.H. T. 2x4 i @ 24" O.C. LE END 4THING FASTEN PLAN CE AS REQ'D 'SON H1OA DIAG. LOCKING GABLE BRACING @ 48" --� -- PROVIDE 2x BLOCKING O.C. MAX. 45° FROM FOR NAILING HORIZONTAL (+/- 10-) BRACE NOT REQUIRED 6' FROM EAVES. TRUSS PER PLAN SEE PLAN FOR SUPPORT AND TIE DOWN OF JACK TRUSSES PROVIDE BLOCKING BETWEEN TRUSS BAYS @ 48" O.C. FOR FIRST 3 SEE GABLE BAYS WALL PER PLAN CONNECTION DETAIL (FRAME WALL SHOWN; FOR REQ'D MAY ALSO BE CONNECTIONS MASONRY) ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** I GABLE END @ FLAT CEILING W/ BOSTON HIP 3/4"=1'-0" 2x6 COLLAR TIE HALF WAY ' UP HEIGHT OF VALLEY. -�— FASTEN w/ (5) 10d COMMON 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) — — -- — I FASTEN SYP OR SPF 2X6 (MIN. WIDTH) PLATE THRU O.S.B SHEATHING (THICKNESS PER PLAN) TO PRE -ENG TRUSS BELOW W/ 1/4"x4-1/2" SIMPSON SDS SCREWS 2x6 PLATE TO TOP CHORD OF EACH TRUSS BELOW 24's @ 24" O.C. MAX. rCF01 FIELD FRAMED VALLEY DETAIL 2x SCAB w/ 1 Od NAILS — LU o 7T2 8 RIDGE BOARD ASTEN CONV. 2x VALLEY RAFTER RAMING (OR PRE -ENG VALLEY TRUSSES) O 2x PLATE WITH SIMPSON MTS12 OR STA12 CONNECTORS ((5) 8d NAILS) @ EA. RAFTER TO PLATE CONN. 1/7=11_01v BUILDER NOTE: SOFFIT FRAMING NOT REQUIRED WITH ALUMINUM OR VINYL SOFFITS ROOF SHEATHING, FASTEN PER PLAN 2x4 FRAMING @ 24" O.C. MAX. — ROOF SHEATHING, FASTEN PER PLAN — 2x4 FRAMING @ 24" O.C. MAX. — PROVIDE (4) 1 O x 3" @ 4" O.C. PROVIDE (4)10d x3" NAILS AT JOINT PER -ENG TRUSSES NAILS AT JOINT PER PLAN 2x SCAB w/ 10d NAILS �• @ 4" O.C. TRUSS CONNECTION PER -ENG TRUSSES PER PLAN 2x FASCIA PER PLAN 2x FASCIA CMU WALL PER PLAN (2) $d TOE NAILS TO TRUSS CONNECTION (2) 8d TOE NAILS LEDGER TO LEDGER 2x4 PT LEDGER W/ 1 PER PLAN 1/4 x4 TAPCONS @ 12 2x4 LEDGER W/ (2) 16d 2x FRAME WALL PER NAILS @ 16" O.C. z O.C. PLAN SEE ELEV. FOR SEE ELEV. FOR O.H. SIZE O.H. SIZE CONDITION @ CMU WALL CONDITION @ FRAME WALL TYPICAL SCAB OVERHANG PRECAST LINTEL PER — PLAN MASONRY WALL SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ - 6d NAILS @ 16" O.C. TO ISIDE & TOP NAILER 2x BUCK PER DETAIL MD04/SD1 — NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS PER 2x8 V ARCH WINDOW FRAMING DETAILS 3/4"=1'-0" LINTEL (SEE PLAN) . . 4-zz//_ 7/16" O.S.B. EA. SIDE —�--- 2x BLK'G. TO O.S.B. jgkARCH PER ELEV (2) - 8d EACH END END VIEW w/ CMU .-- HEADER (SEE PLAt 7/16" O.S.B. EA. SIDI j9kARCH PER ELEV 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ WOOD NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" V EDGE 1 1/2" EDGE 1 Od x 3 COMMON p 2 1/2" z w 1 1/2" w iv (V N N r N 10d x 3" COMMON OPP. SIDE z U U z d� 00 (2) 2x4's (2) 2x6's TYPICAL BUILT-UP STUD COLUMN DETAIL F01 DORMER FRAMING DETAIL N 10d x 3" COMM( 1 Od x 3" COMM( OPP. SIDE (2) 2x8's (2) 2x COLUMN 2 1/2" EDGE 0 z U a 00 SEE TYPICAL HEADER RAMING DETAILS FOR kDDITONAL VFORMATION HEADER CAN BE :ITHER UPSET OR )OWNSET) !x W/ (2) 16d TOENAILS :ACH END 3) 16d COMMON JAILS (TYP.) C C c 0 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 !x4 SPF CONT. 3LOCKING ATTACH TO `/16" OSB W/ (2) 8d JAILS 716" OSB EACH SIDE, N/ 6d NAILS @ 16" O.C. -0 SIDE & TOP NAILER '.x BUCKS, 10dx3" 10d x 3" OPP. SIDE kNCE PER COPY, RIGHT 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 fihe expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LCC is strictly prohibited. J 2x STUDS @ 16" O.C. FOR KNEE WALL L Dom• LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT v®e••••me.....,••®e ROOF SHEATHING FOR STRAP OCONT. ROOF SHEATHING NAIL PER PLAN 00 -1 PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END O TO TOP CHORDS OF TRUSSES BELOW WHEN ' BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS •••!•!'4) ` W ;�i�� Z BELOW AND CONNECT w/ HTS20 @ 32" O.C. OPRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O2x PLATES OVER ROOF DECK PER VALLEY FRAMING DETAIL ODOUBLE TOP PLATE OSIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR RAFTER COMMON TRUSS PER PLAN OR CONV. FRAMING w/ z STRUCTURAL SHEATHING PER PLAN AND ROOF FINISH PER ARCHITECTURAL PLANS ROOF TRUSSES PER PLAN OR CURVED OCURVED K RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. !x4 SPF CONT. 3LOCKING ATTACH TO `/16" OSB W/ (2) 8d JAILS 716" OSB EACH SIDE, N/ 6d NAILS @ 16" O.C. -0 SIDE & TOP NAILER '.x BUCKS, 10dx3" 10d x 3" OPP. SIDE kNCE PER COPY, RIGHT 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 fihe expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LCC is strictly prohibited. J M L Dom• NT — v®e••••me.....,••®e , `'-, •: LL Uw 00 Q ;Z 00 -1 z z e�Q 's ••• Cn (�Oi 0.,.,",, sem', ®•••ease®®•••O` •••!•!'4) ` W ;�i�� Z Q fill ll�wCLI 0 U_ z LU 0 v� LU Z ti O a � O ry 2 23( U w n = W c~o Q 0 0 >; U W z 0 J v n' LL. LU I— U_ 0 U z O C CL w z O J J Q z I— �``e��111111 !24®' 4( * w M L Dom• NT — v®e••••me.....,••®e , `'-, •: LL Uw 00 Q ;Z 00 -1 z z e�Q 's ••• Cn (�Oi 0.,.,",, sem', ®•••ease®®•••O` •••!•!'4) ` W ;�i�� Z Q fill ll�wCLI 0 U_ U 0 z Z M > W WW W U w > Q C) 0 != E 06_j0U)Pot 8 C� Uj 0 Cn 1 � Z W ail U)U)R0 _j L.1..1 z<0':Mw Q I- i - Z o zwz E 1= oQ=WQo W<¢rc-�a 4I- O W > W �./ Z O u_ o C (=f) 0 r Z 0 H >0 J W a W > ~W u � = Z W n v 2 Cy N. N Z Li CL Q M a. 0. 04 -- BLDG DESIGN: --- STRUCTURAL ENG: MCD Lj I DRAFTING: e -DESIGN: --- STRUCT: DP QC CHECK: CC C n JOB No. PSQ-0204447 J SCALE: AS INDICATED --...-----_ u DATE: 02/19/18 SD3u r n c u0 2x4 #2 SYP P.T. TRUSS PER PLAN BLOCKING @ 24" O.C. TRUSS PER PLAN W/ (2) 12d END NAILS @ EACH END11 DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) TRUSS PER PLAN 3/16" x 2 3/4" TAPCONS IN CMU. OR SIMPSON META16 @ 24" O.C. Illy % III DTC CLIP, (2) 8d NAILS LAY 2x4 BLOCKING %,V • INTO BLOCKING, (2) +,` . 24" O.C. OVER THE MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL PER PLAN TOP OF THE BOTTOM LINTEL SEE PLAN +' i°' IN CMU. OR SIMPSON CHORD. ATTACH W/ (2) META16 10d NAILS @ EACH TRUSS @ 24" O.C. STD CONDITION @ CMU BEARING CONDITION @ CMU WALL SIMPSON DTC, (2) 8d 2x4 BLOCKING (2) 12d NAILS INTO BLOCKING, NAILS, TOENAILED @ TRUSS PER PLAN (4) 8d NAILS TO TOP EACH END.AT 24" O.C. ROOF SHEATHING (2)1 Od NAILS TO BLOCKING, @ 24" O.C. BOTTOM CHORD W/ (2) 12d END NAILS @EACH END OF @ EACH END. BLOCKING WALL SHEATHING PER PLAN 2x WALL, SEE PLAN ALTERNATE BLOCKING @ FRAME CONDITION FO NON-BEARING WALL CLIP DETAIL 3/4"=1'-0" PLATE SEE TRUSS PLAN FOR PER PLAN TRUSS PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x12 BOX HDR w/ 2x8's III TOP & BOT., 2x8 TO I. -z II- O INTO BLOCKING, (4) 8d _ @ 6" O.C. 2x12 AT w= WALL TO PRECAST * NAILS INTO TOP PLATE 2x4 #2 SYP P.T. @ EA. 1/4" x 4" TAPCONS @ (2) 16d TOE NAILS TO LEDGER 16" O.C. MAX. INTO TRUSS & (3) 12d i STAGGERED TOENAILS INTO OTHER i TRANSOM BETWEEN 2x4 SYP #2 BLOCKING, BRACE LINTEL PER PLAN I SLOPE AS REQ'D i z 2x6 #2 SYP P.T. CONT. @ 24" O.C. W/ (2) 12d 2x4 LEDGER W/ (2) 1 O TAPCONS @ 12" O.C. - - DOUBLE TOP PLATE U_ W VERTICALLY END NAILS@ EACH NAILS @EACH WEB POCKET SGD 3" O.C. TO EA. 2x6 ATTACHMENT BY VERTICAL BUILDER U)� END. 01 SHEATHING DIAGRAM 'SO2 HEADER @ POCKET SLIDER W/ TRANSOM (2) ROWS OF 8d NAILS �--� z FLATWISE W/ (2) 16d @ 3" O.C. TOP & BOT. A/+( G1 f1� �XTI=RICIR gPI=ATP1K1 q�'Pimi n F WHEN CLOSURE WALL OF SHEATHING SPLICE 2x6 SYP #2 LEDGER. w U) EXTERIOR SHEATHING. co WALL SHEATHING PER IS 3FT OR TALLER - 2x 7 1 LU a- ATTACH PER PLAN 0 SCREWS +� PLAN SYP#2 BOTTOM @ 16 O.C. d �••• FROM TOP OF WALL MAX.; BLOCKING REQ'D @ w EXTERIOR WALL/TRUSS TO BOTTOM Z 2x WALL, SEE PLAN 24" O.C. MIN (2) TRUSS w/ (2) 1/4" X 3'/2' SIMPS. ti BAYS W/ (3) 12d p SDS SCREWS @ 16" O.C. MAX.; 2x8 #2 SPF STUDS AT TOENAILS EACH END. 16" O.C. STD CONDITION @ FRAME WALL ATTACH 2x4 LEDGER 4 Uj W/ (3) 12d NAILS @ — 2x8 #2 SYP PT. BASE o EACH STUD = Z PLATE W/ 1/2" x 8" (4)1 Od NAILS @ EA. 12 4 (MIN.) (2) 1/4 x 2 3/4 TAPCONS AT 12" O.C. ANCHOR BOLT OR BLOCKING TO MASONRY WALL OR F--' TITEN HD @ 32" O.C. & PLATE LINTEL SEE PLAN 6" FROM EACH END TRUSS PER PLAN VAULTED CONDITION @ CMU TRUSS PER PLAN CL (2)10d NAILS TO BOTTOM CHORD SHEATHING PER PLAN z @EACH END OF 2x4 SYP #2 LEDGER. (4) 10d NAILS FOR _ 1— BLOCKING < Q TO STUDS OR BEAM w/ O 2x4 SYP #2 FLAT 'S 0U) (2)1 Od NAILS TO BLOCKING, @ 24" O.C. BOTTOM CHORD W/ (2) 12d END NAILS @EACH END OF @ EACH END. BLOCKING WALL SHEATHING PER PLAN 2x WALL, SEE PLAN ALTERNATE BLOCKING @ FRAME CONDITION FO NON-BEARING WALL CLIP DETAIL 3/4"=1'-0" NOTE: --- PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.C. UUUaLc /.X4 I Ur TOP PLATE TO FRAME -- --- -- - - - PLATE LENGTHS MUST PENETRATION OF WITHIN 48" OF SPLICE PLATE T BE AT LEAST 8'-0" MORE THAN 50% OF THEN (2) ROWS 10d NAILS PROVIDE 2x4 ON TOP WALL ERE- LONG. TYP. TOP PLATE WIDTH @ 8" O.C. OTHERWISE OF 2x8 TO PAD OUT ASSEMBB LED WALL INSTALL SIMPSON TOP PLATE. ATTACH PANEL W/ (2) NAILS PSPN516Z W/ (12) 16d W/ (2) 1 O NAILS 3" O.C. N O.C. (FOLLLL OW I� . • \ NAILS TYP. TOP & BOT. (SOLID BLOCK W/ 2x6) NAILING L REQUIREMENTS THIS ATTACH 2x4 STUDS TO DETAIL FOR ALL TOP — (2) 10d NAILS @ 3" O.C. TOP PLATE W/ (3) 12d ' • WITHIN 48" OF SPLICE TOE -NAILS TYPICAL AT PLATE SPLICE + THEN (2) ROWS 10d ALL LOCATION LOCATIONS) NAILS @ 8" O.C. OTHERWISE 2x4 WALL BEYOND �BIM�N AGAINST 2x8 STUDS ATTACHED PER �$•tiljN (WF08/SD3) �. TOP SPLICE @ DOUBLE 2X4 TOP ATTACH 2x8 STUDS TO PLATE •' TOP PLATE W/ (4) 12d ATTACH 2x4 STUDS TO I I�\\\/ TOE -NAILS TYPICAL TOP PLATE W/ (3) 12d � AT ALL LOCATION TOE -NAILS TYPICAL AT ALL LOCATION BOTTOM SPLICE OVER STUD TYPICAL TOP PLATE SPLICE @ BRG. WALL 3/4"=1'-01' TOP SPLICE -- DOUBLE 2x8 TOP IUI/ PLATE TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) �`-- OVERLAP TOP PLATE AT CORNER NAIL BOTTOM PLATE TO EACH PLY OF BUILT UP COLUMN BELOW W/ (2) 10d NAILS TOP PLATE CORNER TRANSITION MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR MORE INFO & MORE INFO & CONNECTION CONNECTION 2x12 BOX HDR w/ 2x8's III TOP & BOT., 2x8 TO I. -z II- O 2x12 w/ 10d X 3" NAILS _ @ 6" O.C. 2x12 AT w= WALL TO PRECAST * LINTEL w/ (2)ROWS OF 2x4 #2 SYP P.T. @ EA. 1/4" x 4" TAPCONS @ TRUSS w/ (4) 12d NAILS 16" O.C. MAX. INTO TRUSS & (3) 12d i STAGGERED TOENAILS INTO OTHER i TRANSOM BETWEEN TRUSS LINTELS LINTEL PER PLAN I SLOPE AS REQ'D i z 2x6 #2 SYP P.T. CONT. w/ (2) 1/4" x 3 1/2" • TAPCONS @ 12" O.C. - - SPACED EVENLY U_ W VERTICALLY LU 2x8 w/ (2) 1 Od NAILS @ POCKET SGD 3" O.C. TO EA. 2x6 ATTACHMENT BY VERTICAL BUILDER U)� 'S01 HEADER @ POCKET SLIDER W/ TRANSOM NOTE: --- PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.C. UUUaLc /.X4 I Ur TOP PLATE TO FRAME -- --- -- - - - PLATE LENGTHS MUST PENETRATION OF WITHIN 48" OF SPLICE PLATE T BE AT LEAST 8'-0" MORE THAN 50% OF THEN (2) ROWS 10d NAILS PROVIDE 2x4 ON TOP WALL ERE- LONG. TYP. TOP PLATE WIDTH @ 8" O.C. OTHERWISE OF 2x8 TO PAD OUT ASSEMBB LED WALL INSTALL SIMPSON TOP PLATE. ATTACH PANEL W/ (2) NAILS PSPN516Z W/ (12) 16d W/ (2) 1 O NAILS 3" O.C. N O.C. (FOLLLL OW I� . • \ NAILS TYP. TOP & BOT. (SOLID BLOCK W/ 2x6) NAILING L REQUIREMENTS THIS ATTACH 2x4 STUDS TO DETAIL FOR ALL TOP — (2) 10d NAILS @ 3" O.C. TOP PLATE W/ (3) 12d ' • WITHIN 48" OF SPLICE TOE -NAILS TYPICAL AT PLATE SPLICE + THEN (2) ROWS 10d ALL LOCATION LOCATIONS) NAILS @ 8" O.C. OTHERWISE 2x4 WALL BEYOND �BIM�N AGAINST 2x8 STUDS ATTACHED PER �$•tiljN (WF08/SD3) �. TOP SPLICE @ DOUBLE 2X4 TOP ATTACH 2x8 STUDS TO PLATE •' TOP PLATE W/ (4) 12d ATTACH 2x4 STUDS TO I I�\\\/ TOE -NAILS TYPICAL TOP PLATE W/ (3) 12d � AT ALL LOCATION TOE -NAILS TYPICAL AT ALL LOCATION BOTTOM SPLICE OVER STUD TYPICAL TOP PLATE SPLICE @ BRG. WALL 3/4"=1'-01' TOP SPLICE -- DOUBLE 2x8 TOP IUI/ PLATE TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) �`-- OVERLAP TOP PLATE AT CORNER NAIL BOTTOM PLATE TO EACH PLY OF BUILT UP COLUMN BELOW W/ (2) 10d NAILS TOP PLATE CORNER TRANSITION MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL 2x4 #2 SPF SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. MORE INFO & w/ (2) 16d END NAILS CONNECTION EACH END ++ III + 2x8 #2 SPF VERTICAL I. -z II- O @ 24" O.C. w/ EXT. _ SHEATHING PER w= NAILING SCHEDULE & * *+ * + (4) 12d NAILS EACH 2x4 #2 SYP P.T. @ EA. • TRUSS MEMBER TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 1 Od NAILS @ INTO TRUSS & (3) 12d EACH VERTICAL TOENAILS INTO OTHER TRANSOM BETWEEN TRUSS LINTELS LINTEL PER PLAN SLOPE AS REQ'D z 2x6 #2 SYP P.T. CONT. . w/ (2) 1/4" x 3 1/2" Z_ • TAPCONS @ 12" O.C. - - SPACED EVENLY U_ W VERTICALLY LU 2x6 STUD PER PLAN 2x8 w/ (2) 1 O NAILS @ POCKET SGD EACH VERTICAL ATTACHMENT BY U)� BUILDER 01 SHEATHING DIAGRAM 'SO2 HEADER @ POCKET SLIDER W/ TRANSOM NOTE: --- PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.C. UUUaLc /.X4 I Ur TOP PLATE TO FRAME -- --- -- - - - PLATE LENGTHS MUST PENETRATION OF WITHIN 48" OF SPLICE PLATE T BE AT LEAST 8'-0" MORE THAN 50% OF THEN (2) ROWS 10d NAILS PROVIDE 2x4 ON TOP WALL ERE- LONG. TYP. TOP PLATE WIDTH @ 8" O.C. OTHERWISE OF 2x8 TO PAD OUT ASSEMBB LED WALL INSTALL SIMPSON TOP PLATE. ATTACH PANEL W/ (2) NAILS PSPN516Z W/ (12) 16d W/ (2) 1 O NAILS 3" O.C. N O.C. (FOLLLL OW I� . • \ NAILS TYP. TOP & BOT. (SOLID BLOCK W/ 2x6) NAILING L REQUIREMENTS THIS ATTACH 2x4 STUDS TO DETAIL FOR ALL TOP — (2) 10d NAILS @ 3" O.C. TOP PLATE W/ (3) 12d ' • WITHIN 48" OF SPLICE TOE -NAILS TYPICAL AT PLATE SPLICE + THEN (2) ROWS 10d ALL LOCATION LOCATIONS) NAILS @ 8" O.C. OTHERWISE 2x4 WALL BEYOND �BIM�N AGAINST 2x8 STUDS ATTACHED PER �$•tiljN (WF08/SD3) �. TOP SPLICE @ DOUBLE 2X4 TOP ATTACH 2x8 STUDS TO PLATE •' TOP PLATE W/ (4) 12d ATTACH 2x4 STUDS TO I I�\\\/ TOE -NAILS TYPICAL TOP PLATE W/ (3) 12d � AT ALL LOCATION TOE -NAILS TYPICAL AT ALL LOCATION BOTTOM SPLICE OVER STUD TYPICAL TOP PLATE SPLICE @ BRG. WALL 3/4"=1'-01' TOP SPLICE -- DOUBLE 2x8 TOP IUI/ PLATE TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) �`-- OVERLAP TOP PLATE AT CORNER NAIL BOTTOM PLATE TO EACH PLY OF BUILT UP COLUMN BELOW W/ (2) 10d NAILS TOP PLATE CORNER TRANSITION MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL 0 NAIL SHEATHING AT FRAME WALL BOTTOM PLATE & 1 2x DBL TOP PLATE 1 SHEATHING INSTALLED VERTICALLY III I I I I I I SEE PLAN FOR MORE AT FLOOR SYSTEM (I -JOIST OR SYSTEM42 /FLAT , , , , —00 D= NAIL SPACING J III I I I I I I 2x STUDS BEYOND, _ "- EXTERIOR SHEATHING OPENING III I I I I I I SEE PLAN FOR MORE IX "' PROVIDE PIECE OF III III I I I I I INFO I. -z II- O SHEATHING BETWEEN _ ❑=zWz E w= EXTERIOR WALL II II IIII T_ ~ >' O X SHEATHING & BLOCKING. Vr H II II II ILL J o) w � O �� 1-O SHEATHING TO HAVE O -J --1L ___IL U)m SAME THICKNESS & - - z STRENGTH ORIENTATION FLOOR SYSTEM Z_ AS EXTERIOR WALL - - - - U_ W SHEATHING LU 2x BOTTOM PLATE STUD PER PLAN JOINT, MAX. 1/8" GAP OPENING SIZE 1 BEYOND SEE PLAN Q U)� 01 SHEATHING DIAGRAM 2x6 BLOCKING PLACED (2) ROWS OF 8d NAILS �--� z FLATWISE W/ (2) 16d @ 3" O.C. TOP & BOT. A/+( G1 f1� �XTI=RICIR gPI=ATP1K1 q�'Pimi n F NAILS EACH END OF SHEATHING SPLICE 2x6 SYP #2 LEDGER. w U) TO STUDS w/ (2) 1/4" X co � LU a- 0 SCREWS @ 16 O.C. - �••• MAX.; Q EXTERIOR WALL/TRUSS Z J w/ (2) 1/4" X 3'/2' SIMPS. ti p p SDS SCREWS @ 16" O.C. MAX.; z W ..I W TO MASONRY w/ 2x60 Uj PT SYP #2 LEDGER w/ o = Z 12 4 (MIN.) (2) 1/4 x 2 3/4 TAPCONS AT 12" O.C. W F--' z SIMPSON H3 CLIP CL LU 0. SHEATHING PER PLAN z 2x4 SYP #2 LEDGER. (4) 10d NAILS FOR _ 1— < Q TO STUDS OR BEAM w/ O CONY. FRAMED 'S 0U) U) Q = (2) 1/4" X 4%" SIMPS. MEMBERS ONLY O W � � SDS SCREWS @ 16 „ O Z W N Z O.C. MAX.' C TO GABLE END STUDS z a a N w/ (2) 1/4" X 3%" SIMPS. 11 3 -0 MAX w BLDG DESIGN: --- SDS SCREWS @ 16" FASCIA PER W O.C. MAX.; COMMUNITY SPECS STRUCTURAL ENG: = W 2x4 SYP #2 OR _ W DRAFTING SYP #2 LEDGER w/ 1/4"-DESIGN:PRE-ENGINEERED r x 2 3/4" TAPCONS @12"ROOF TRUSSES @ 24" I— U —STRUCT: cfl O.C. O.C. MAX. QC CHECK CC SIMPSON H3 CLIP W u) JOB No. PSQ-0204447 SHINGLE ONLY SCALE: AS INDICATED SD01 TYPICAL SHED ROOF DETAIL Q DATE: 02/19/18 W❑ O in U W SD4 W z 0 m D O J LL W LL O O a W X I— O J J Q 2 OR HORIZONTALLY TRUSS) TOP & BOTTOM USING (1) ROW OF 8d NAILS @ - o C o p 4 ° ° PER NOTE #2 W ®0�11u11u/®®y BEYOND r� cv IT T1 `- -` % 0 ,� 0 3" O.C. SEE WS10 AND WS11 FOR ADDITIONAL INFO. D ��i °' - - - - - W z 2 NAIL AT DOUBLE TOP PLATE USING 2 ROWS OF 8d c`n I I ( SHEATHING PER PLAN p, �1�` •o.®.®690000 " s�. LLi �I IT -fl TTF 17WALL SPLICE, FIELD W ? NAILS @ 3" O.C. WALL DOUBLE TOP I D/2 I I O .� 'v .® . - oo c► I I -� I I I I I I Oki VERIFY IF REQUIRED a Q NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS PLATE PER PLAN p 4 ,'� p ©: j ° eo Z I I I 141 HL _JL_— I I — I I Q � 1-- = @ 3" O.C. IN HORIZONTAL CONDITIONS DOUBLE NAIL EDGE SPACING ¢ ' u p �` Q 0: 1111I -I I- - -ll - - -- - - X U_U ® NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6 O.C. M 2 i r✓� c�`r• 0 -� III III I I I I �- WALL SHEATHING O w U.N.O. ON PLANS. STAGGER ALL VERT. PANEL JOINTS .*' III III I I I I I I SPLICE, SEE SPLICE F' ...p®• DETAIL. MAX 1/8" PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO SHEATHING PER PLAN S 35 _ �� S= NAIL SPACING a z PER NOTE #1 '0' OPENING I SPACE BETWEEN W HEADER W/ 8d NAILS @ 3" O.C. (2) ROWS @ TOP & v c U gill III III I 4 I I W; BOTTOM Cr) U_ m W III II II II II PANELS O III 3 III I II II o SINGLE NAIL EDGE SPACING z III AI Tr.ROUND III I I I I I I 2x STUDS BEYOND, _ "- EXTERIOR SHEATHING OPENING III I I I I I I SEE PLAN FOR MORE IX "' PROVIDE PIECE OF III III I I I I I INFO I. -z II- O SHEATHING BETWEEN _ ❑=zWz E w= EXTERIOR WALL II II IIII T_ ~ >' O X SHEATHING & BLOCKING. Vr IIII II II II ILL J o) w � O �� 1-O SHEATHING TO HAVE O -J --1L ___IL U)m SAME THICKNESS & - - LL_ U_ U_ 00 STRENGTH ORIENTATION FLOOR SYSTEM Z_ AS EXTERIOR WALL - - - - U_ W SHEATHING CUT TO FIT 2x BOTTOM PLATE STUD PER PLAN JOINT, MAX. 1/8" GAP OPENING SIZE 1 BEYOND SEE PLAN Q U)� 01 SHEATHING DIAGRAM 2x6 BLOCKING PLACED (2) ROWS OF 8d NAILS �--� z FLATWISE W/ (2) 16d @ 3" O.C. TOP & BOT. A/+( G1 f1� �XTI=RICIR gPI=ATP1K1 q�'Pimi n F NAILS EACH END OF SHEATHING SPLICE 2x4 #2 SPF BLOCKING @ 24" O.C. w/ (2) 16d END NAILS EACH END SEE WALL CLIP DETAIL FOR MORE INFO LINTEL PER PL" " POCKET SGD ATTACHMENT BY BUILDER 'S HEADER Cad POCKET SLIDER O U ° L g ° J ZO Vr 1 ❑=zWz E U 0 Q Q W J a W O z W U) Ly T W O Q LLJ �U�� E = at rn '', 8 SCALE: 3/4"=1'0" GYPSUM WALLBOARD --� SHEATHING SPLICE DETAIL ° C7 W z ❑ c+i ._ 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER 2x8 wJ (2) 1 O NAILS @ EACH I VERTICAL SEE TRUSS PLAN FOR MORE INFO & CONNECTION 41►11q%2q ; 0 POCKET SGD ATTACHMENT BY BUILDER SO4 HEADER @ POCKET SLIDER 2x8 TO UNDER SIDE OF ROOF SHEATHING 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER (TOP AND BOTTOM CHORDS ALONG W/ WEBBING) 2x8 w/ (2) 1 O NAILS @ EACH VERTICAL 1/2"=11-0" 42 W I— ❑=zWz E U 0 Q Q W J a W I— 0 . O W Z W o � Q U)� O z �. Q 2x6 SYP #2 LEDGER. w �� TO STUDS w/ (2) 1/4" X co � 4%' SIMPS. SDS a- 0 SCREWS @ 16 O.C. - �••• MAX.; Q EXTERIOR WALL/TRUSS TO GABLE END STUDS J w/ (2) 1/4" X 3'/2' SIMPS. W LLI p SDS SCREWS @ 16" O.C. MAX.; z W ..I W TO MASONRY w/ 2x60 Uj PT SYP #2 LEDGER w/ _ = Z 12 4 (MIN.) (2) 1/4 x 2 3/4 TAPCONS AT 12" O.C. W z SIMPSON H3 CLIP LU 0. SHEATHING PER PLAN , fie.• = 2x4 SYP #2 LEDGER. (4) 10d NAILS FOR _ 1— < Q TO STUDS OR BEAM w/ CONY. FRAMED 'S 0U) U) Q = (2) 1/4" X 4%" SIMPS. MEMBERS ONLY O W � SDS SCREWS @ 16 „ O Z W N Z O.C. MAX.' C TO GABLE END STUDS z a a N w/ (2) 1/4" X 3%" SIMPS. 11 3 -0 MAX BLDG DESIGN: --- SDS SCREWS @ 16" FASCIA PER W O.C. MAX.; COMMUNITY SPECS STRUCTURAL ENG: MCD TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR _ W DRAFTING SYP #2 LEDGER w/ 1/4"-DESIGN:PRE-ENGINEERED x 2 3/4" TAPCONS @12"ROOF TRUSSES @ 24" I— U —STRUCT: DP -- O.C. O.C. MAX. QC CHECK CC SIMPSON H3 CLIP DESIGNED FOR u) JOB No. PSQ-0204447 SHINGLE ONLY SCALE: AS INDICATED SD01 TYPICAL SHED ROOF DETAIL Q DATE: 02/19/18 W❑ 1/2"=1'-0" in W SD4 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LCC is strictly prohibited. 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 PRE-ENGINEERED cs� SEE DETAILS WS10, TRUSSES TO BE P.T. IF O.C. WS11 OR WS13 FOR TYPICAL TRUSS TO tiFFr ADDITIONAL BELOW W/ (22) 10d SEE STANDARD INFORMATION THIS (2) 2x SPF TOP PLATE CONNECTOR NOTES SHEET -- REFER TO PLAN FOR NOTE: ALL FLOOR FLOOR PLAN FOR MIN. BUILT-UP COLUMN TRUSSES TO BE P.T. IF FOR FLOOR INFO. CONNECTION PRE: -ENG. FLOOR NO MOISTURE SYSTEM - IF NO FLOOR FLOOR PLAN FOR MIN. SYSTEM INSTALL BELOW JAMBS BARRIER (FELT PAPER FRAMING PLAN FOR SOLID BLOCKING HEADER SIZE & REQ'D UNDER COLUMN OR SIM) IS PROVIDED ABOVE JAMB STUDS BAND JOIST & BLKG BEARING VERTICAL @ 48" O.C. MTSC40 POST ABV. TO SEE DETAIL WS11THIS SEE PLAN7. FLOOR GIRDER OR BOND BEAM AND WINDOW IS BLOCKING WITHIN FLR. LINTEL AS PER PLAN SYSTEM TO MATCH MASONRY WALL SEE LOWER: (1) 2x SILL ° WD. HD. HT: PLAN FOR MORE INFO SEE PLAN REFER TO PLAN FOR SO TYPICAL GIRDER COL. CONNECTION PRECAST SILL OR SILL @ HIGH BEAM BUILT-UP COLUMN TOENAILS. EXT. PER WINDOW MANUFACTURER FLOOR W/ (14) 10d HEADER OPENINGS WRITTEN BEARING WALL PER SPECIFICATIONS LESS THAN 4FT:(1) 2x OR FIELD FRAME 2x4 EXT FINISH PER PLAN COLUMNS VERT REINF. BEYOND �: MASONRY WALL PER MID -HEIGHT BLOCKING ,.� ; PLAN el 1:,. PER BEARING WALL I �. FIN. FLR. LARGER THAN 4FT: (2) SCHEDULE FLOOR TRUSS TO GRADE COLUMN BASE .� 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 i 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 TYPICAL TWO STORY SECTION - SYSTEM 42 3/4"=1'-0" GIRDER TRUSS PER PLAN SEE TRUSS LAYOUT FOR HANGER SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE, CONTINUOUS FROM TOP OF TOP PLATE TO BOTTOM PLATE. BEARING WALL PER PLAN DOUBLE BOTTOM PLATE (2) H5 EA. FLOOR TRUSS TO DOUBLE. BOTTOM PLATE, SLIT FLOOR DECKING TO ACCOMMODATE STRAP 2x RIBBON OR BLOCKING W/ (4) 16d OR (3) 16d TOENAILS 3/4"=1'-0.1 .E, EN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN DOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND TOM AND ALONG EACH SIDE W/ (2) A34 CLIPS OF OPENING TO TRANSFE ERAL LOADS SIMPSON LSTA24 STRAP W/ (22)10d NAILS. BEND STRAP OVER TOP PLATE MAX. 3", THEN RUN DOWN FACE OF JAMB STUDS/ HEADER EXTERIOR SHEATHING FROM TOP OF WALL TO BOT. (RIBBON/ BEAM) ATTACHED PER NAILING SCHEDULE. (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' SIMP. HTT4 W/ (18) 10d x 22' NAILS TO POST (U.N.O. ON FRAMING PLAN) & ALL THREAD W/ 7" MIN. EMBEDMENT INTO TIE BEAM USING SIMP. SET EPDXY PRE-ENGINEERED cs� ROOF TRUSSES AT 24" TRUSSES TO BE P.T. IF O.C. ��<� s TYPICAL TRUSS TO tiFFr FRAME CONNECTION. BELOW W/ (22) 10d SEE STANDARD (FELT PAPER OR SIM) IS (2) 2x SPF TOP PLATE CONNECTOR NOTES PROVIDED -- REFER TO PLAN FOR U.N.O. ON PLAN FLOOR PLAN FOR MIN. BUILT-UP COLUMN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR INFO. CONNECTION PRE: -ENG. FLOOR c SYSTEM - IF NO FLOOR FLOOR PLAN FOR MIN. SYSTEM INSTALL BELOW JAMBS KNEEWALL & PROVIDE FRAMING PLAN FOR SOLID BLOCKING HEADER SIZE & REQ'D UNDER COLUMN AND GIRDER/BEAM ABOVE JAMB STUDS BAND JOIST & BLKG OR LVL GIRDER VERTICAL @ 48" O.C. MTSC40 POST ABV. TO SEE DETAIL WS11THIS POST BELOW U.N.O. FLOOR GIRDER OR PROVIDE SOLID AND WINDOW IS BLOCKING WITHIN FLR. BEAM; SEE PLAN SYSTEM TO MATCH MASONRY WALL SEE LOWER: (1) 2x SILL COL. DIMENSION PLAN FOR MORE INFO c REFER TO PLAN FOR SO TYPICAL GIRDER COL. CONNECTION S0 TYPICAL GIRDER COL. @ HIGH BEAM BUILT-UP COLUMN TOENAILS. EXT. INFO. FLOOR W/ (14) 10d HEADER OPENINGS S BEARING WALL PER PLAN BEYOND LESS THAN 4FT:(1) 2x OR FIELD FRAME 2x4 NAILS COLUMNS SILL PLATE W/ (2) 10d MID -HEIGHT BLOCKING (2) SIMPSON LSTA18 TOENAILS. OPENING PER BEARING WALL 16 O.C. W/ (2) 16d NAILS LARGER THAN 4FT: (2) SCHEDULE FLOOR TRUSS TO @ EACH END. TRUSS TO COLUMN BASE CMU W/ STRAP PER CONNECTION PER CLIPS EACH SIDE W/ 2x ° STANDARD CONNECTOR PLAN CRIPPLES @ 16" O.C. NOTES REFER TO MASONRY WALL PER '` L. ,. FOUNDATION PLAN PLAN FOR FTG. O.C. WALL SHEATHING INFORMATION NOTE: ALL FLOOR TYPICAL TWO STORY COL. @ GIRDER 3/4"=1'-0.1 .E, EN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN DOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND TOM AND ALONG EACH SIDE W/ (2) A34 CLIPS OF OPENING TO TRANSFE ERAL LOADS SIMPSON LSTA24 STRAP W/ (22)10d NAILS. BEND STRAP OVER TOP PLATE MAX. 3", THEN RUN DOWN FACE OF JAMB STUDS/ HEADER EXTERIOR SHEATHING FROM TOP OF WALL TO BOT. (RIBBON/ BEAM) ATTACHED PER NAILING SCHEDULE. (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' SIMP. HTT4 W/ (18) 10d x 22' NAILS TO POST (U.N.O. ON FRAMING PLAN) & ALL THREAD W/ 7" MIN. EMBEDMENT INTO TIE BEAM USING SIMP. SET EPDXY 2x TOP & BOT. RIBBONS, CONT. NOTE: ALL FLOOR SOLID SHEATHING @ cs� HEADER TRUSSES TO BE P.T. IF SIMPSON SP4 W/ (6) ��<� s 10d x1-1/2" @ 24" O.C. tiFFr (USE SP6 @ 2x6 STUDS BELOW W/ (22) 10d & SP8 @ 2x8 STUDS) (FELT PAPER OR SIM) IS (2) 2x SPF TOP PLATE (2) 2x SPF TOP PLATE PROVIDED • HEADER - SEE 2ND U.N.O. ON PLAN FLOOR PLAN FOR MIN. SEE FRAMING PLAN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR HEADER - SEE 2ND CONNECTION 414, c FLOOR FRAMING. INDICATED BASE STRAP FLOOR PLAN FOR MIN. REQ'D ON EITHER SIDE OF WALL. IF WF02/SD6 BELOW JAMBS BETWEEN COLUMN FRAMING PLAN FOR TRUSSES TO BE P.T. IF HEADER SIZE & REQ'D PLAN AND GIRDER/BEAM CONNECTION INFO. JAMB STUDS BARRIER (FELT PAPER BELOW W/ (22) 10d VERTICAL @ 48" O.C. IF HEADER IS UPSET SEE DETAIL WS11THIS NAILS FLOOR GIRDER OR COL. EVEN WITHIN AND WINDOW IS BEAM; SEE PLAN FLOOR TRUSS MASONRY WALL SEE LOWER: (1) 2x SILL PLAN FOR MORE INFO c PLATE W/ (2) 10d SO TYPICAL GIRDER COL. CONNECTION S0 TYPICAL GIRDER COL. @ HIGH BEAM TOP CHORD TOENAILS. EXT. FLOOR W/ (14) 10d HEADER OPENINGS S LESS THAN 4FT:(1) 2x OR FIELD FRAME 2x4 NAILS SYS. 42 FLOOR SILL PLATE W/ (2) 10d KNEE WALL, STUDS @ (2) SIMPSON LSTA18 TOENAILS. OPENING 16 O.C. W/ (2) 16d NAILS LARGER THAN 4FT: (2) (MAX) FLOOR TRUSS TO @ EACH END. TRUSS TO 2x SILL PLATE W/ A35 CMU W/ STRAP PER MASONRY WALL CLIPS EACH SIDE W/ 2x ° STANDARD CONNECTOR CRIPPLES @ 16" O.C. NOTES (3) 2x STUD PACK MASONRY WALL PER '` L. W/ (2) 10d TOENAILS ' F PLAN O.C. WALL SHEATHING T&B (PLYWOOD NOTE: ALL FLOOR TO BOTTOM PLATE SHEATHING REQ'D SCHEDULE 1/8" GAP BETWEEN MASONRY ATTACHED T&B) SHEATHING & CMU — SEPARATE SHEATHING PER NAILING 2x4 PT SILL PLT. IF UNDER WINDOW 2x TOP & BOT. RIBBONS, CONT. NOTE: ALL FLOOR we cs� HEADER TRUSSES TO BE P.T. IF SIMPSON SP4 W/ (6) BETWEEN COLUMN 10d x1-1/2" @ 24" O.C. NO MOISTURE BARRIER ALL THREAD W/7" MIN. BELOW W/ (22) 10d & SP8 @ 2x8 STUDS) (FELT PAPER OR SIM) IS (2) 2x SPF TOP PLATE PROVIDED A HEADER - SEE 2ND (1) SIMPSON LSTA30 FLOOR PLAN FOR MIN. 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 c FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING REQ'D ON EITHER SIDE OF WALL. IF WF02/SD6 BELOW JAMBS 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 SIMP. HTT4 W/(18) 16d x 2J-" NAILS TO POST (U.N.O. ON 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 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 FRAMING PLAN) & e" \ SOLID SHEATHING @ cs� HEADER Fel<S SIMPSON SP4 W/ (6) BETWEEN COLUMN 10d x1-1/2" @ 24" O.C. tiFFT ALL THREAD W/7" MIN. BELOW W/ (22) 10d & SP8 @ 2x8 STUDS) 2x4 #2 SYP BLOCKING (2) 2x SPF TOP PLATE EMBEDMENT INTO TIE A HEADER - SEE 2ND (1) SIMPSON LSTA30 FLOOR PLAN FOR MIN. AND SEE ARCH PLAN BEAM USING SIMP. SETSTRAP \` JAMB STUDS CANTILEVER CENTERED c FLOOR TRUSS SEE EPDXY FLOOR TRUSS PER BETWEEN COLUMN FRAMING PLAN FOR TRUSSES TO BE P.T. IF MASONRY OR FRAME PLAN AND GIRDER/BEAM CONNECTION INFO. PROVIDE SOLID BARRIER (FELT PAPER BELOW W/ (22) 10d VERTICAL @ 48" O.C. BLOCKING BELOW SEE DETAIL WS11THIS NAILS FLOOR GIRDER OR COL. EVEN WITHIN SHEET FOR MORE INFO BEAM; SEE PLAN FLOOR TRUSS MASONRY WALL SEE PLAN FOR MORE INFO c STRAPS CENTERED @ SO TYPICAL GIRDER COL. CONNECTION S0 TYPICAL GIRDER COL. @ HIGH BEAM 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 SIMPSON LSTA24 STRAP W/ (22) 10d NAILS. BEND STRAP OVER TOP PLATE MAX. 3", THEN RUN DOWN FACE OF JAMB STUDS/ HEADER EXTERIOR SHEATHING FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM (RIBBON / BEAM) ATTACHED PER NAILING SCHEDULE. (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' 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) (1) SIMPSON LSTA30 SOLID SHEATHING @ cs� HEADER Fel<S SIMPSON SP4 W/ (6) BETWEEN COLUMN 10d x1-1/2" @ 24" O.C. tiFFT (USE SP6 @ 2x6 STUDS BELOW W/ (22) 10d & SP8 @ 2x8 STUDS) 2x4 #2 SYP BLOCKING (2) 2x SPF TOP PLATE U.N.O. ON PLAN A HEADER - SEE 2ND A FLOOR PLAN FOR MIN. AND SEE ARCH PLAN HEADER SIZE & REQ'D TOENAILS EACH END 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) (1) SIMPSON LSTA30 SHEATHING PER cs� STRAP CENTERED DETAILWF10/SD4S SEE PLAN FOR MORE BETWEEN COLUMN L/ SEE FRAMING PLAN AND GIRDER/BEAM FOR FLOOR BELOW W/ (22) 10d CONNECTION NAILS FLOOR GRIDER OR BEAM FLOOR SHEATHING & SHEATHING PER cs� NAILING PER FLOOR DETAILWF10/SD4S SEE PLAN FOR MORE FRAMING NOTES 2x STUDS , SEE Y 6-•%2 FRAMING PLAN FOR _ 2x4 #2 SYP BLOCKING z SPACING AND GRADE A @ 48" O.C. W/ (2) 12d A (2) ROWS 8d NAILS @ AND SEE ARCH PLAN FLOOR W/ (14) 10d TOENAILS EACH END SIMPSON META16 AT CANTILEVER TO VERIFY SIZE/— c NAILS PLAN FOR FLOOR 2x BOTTOM PLATE W/ WALL 2x4 #2 SYP ANGLE TRUSSES TO BE P.T. IF MASONRY OR FRAME (2) 12d @ 12" O.C. L AGAINST TRUSS BARRIER (FELT PAPER VERTICAL @ 48" O.C. (1) ROW 8d NAILS @ 3" E W/ (3) 12d NAILS EACH O,C. WALL SHEATHING END TO BOTTOM PLATE/ c STRAPS CENTERED @ TOP CHORD FLOOR W/ (14) 10d PRE -ENG FLOOR TRUSS S OR FIELD FRAME 2x4 NAILS SYS. 42 FLOOR KNEE WALL, STUDS @ (2) SIMPSON LSTA18 TRUSSES@ 24" O.C. 16 O.C. W/ (2) 16d NAILS c (MAX) FLOOR TRUSS TO @ EACH END. TRUSS TO CMU W/ STRAP PER MASONRY WALL ° STANDARD CONNECTOR NOTES (3) 2x STUD PACK MASONRY WALL PER '` L. (1) ROW 8d NAILS @ 3" F PLAN O.C. WALL SHEATHING ` NOTE: ALL FLOOR TO BOTTOM PLATE TRUSSES TO BE P.T. IF SCHEDULE 1/8" GAP BETWEEN MASONRY ATTACHED NO MOISTURE SHEATHING & CMU BARRIER (FELT PAPER PER NAILING 2x4 PT SILL PLT. IF OR SIM) IS PROVIDED ATTACH 2x STUDS W/ KNEEWALL - 6s, TWO STORY PARALLEL FLOOR CONNECTION ` (3) 2x STUDS SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. (4) 2x STUDS 1/8" GAP BETWEEN STANDARD CORNER A -A SHEATHING AND 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" DEEP USE MSTC66 W/ 60 16d SINKERS AND (14) Y4"X2 Y4" TITENS TO MASONRY 4 S09 2nd FLOOR CORNER FRAMING ATTACHMENT 3/4"=1'-0" SHEATHING PER DETAIL WF10/SD4 2x STUDS , SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE 2x BOTTOM PLATE W/ (2) 12d @ 12" O.C. (1) ROW 8d NAILS @ 3" O.C. WALL SHEATHING TO BOTTOM PLATE/ TOP RIBBON 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS W/ (4) 16d NAILS; BOTTOM RIBBON TO BE PT IF BRG DIRECTLY ON CMU (2) ROWS 8d NAILS @ 3" O.C. WALL SHEATHING TO BOTTOM RIBBON 1/8" GAP BETWEEN SHEATHING & CMU TRUSS TO CMU W/ STRAP PER STANDARD 3/4" FLOOR SHEATI ATTACHED PER NAILING SCHEDULI UNDER WINDOWS GIRDERS: BLOCK SOLID BETWEEN RIBBONS W/ SIMPS A35 EA. END 2x BLOCKING FOR SHEATHING/ DRW ATTACHMENT W/ (: 12d TOENAILS EA. END 3/4"=1'-0" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE 2x STUDS , SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE 2x BOTTOM PLATE W/ (2) 12d @ 12" O.C. (1) ROW 8d NAILS @ 3" O.C. WALL SHEATHING Tn RMTOM PLATE -011 cs� 2x 2ND FLOOR STUDS ev`�ee SEE PLAN FOR MORE RIBBUN LU BE P I IF (2) SIMPSON LSTA18 Y 6-•%2 BRG DIRECTLY ON sL � o O.J z STRAPS CENTERED @ A U J A (2) ROWS 8d NAILS @ ,•• ` O /G M W FLOOR W/ (14) 10d SEE FLOOR FRAMING SIMPSON META16 AT CANTILEVER SHEATHING TO EA. MASONRY OR MTS12 NAILS PLAN FOR FLOOR NOTE: ALL FLOOR WALL TRUSSES TO BE P.T. IF MASONRY OR FRAME SYSTEM INFO. NO MOISTURE WALL PER PLAN BARRIER (FELT PAPER ATTACH 2x STUDS W/ (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. STRAPS CENTERED @ FLOOR W/ (14) 10d CALIFORNIA CORNER A -A NAILS Ld (2) SIMPSON LSTA18 (2) SIMPSON META16 STRAPS CENTERED @ FLOOR TRUSS TO FLOOR W/ (14) 10d MASONRY WALL NAILS (3) 2x STUD PACK EXT. SHEATHING ATTACH PER NAILING FLUSH W/ FACE OF SCHEDULE MASONRY ATTACHED PER NAILING ATTACH 2x STUDS W/ (3) 2x STUDS SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. (4) 2x STUDS 1/8" GAP BETWEEN STANDARD CORNER A -A SHEATHING AND 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" DEEP USE MSTC66 W/ 60 16d SINKERS AND (14) Y4"X2 Y4" TITENS TO MASONRY 4 S09 2nd FLOOR CORNER FRAMING ATTACHMENT 3/4"=1'-0" SHEATHING PER DETAIL WF10/SD4 2x STUDS , SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE 2x BOTTOM PLATE W/ (2) 12d @ 12" O.C. (1) ROW 8d NAILS @ 3" O.C. WALL SHEATHING TO BOTTOM PLATE/ TOP RIBBON 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS W/ (4) 16d NAILS; BOTTOM RIBBON TO BE PT IF BRG DIRECTLY ON CMU (2) ROWS 8d NAILS @ 3" O.C. WALL SHEATHING TO BOTTOM RIBBON 1/8" GAP BETWEEN SHEATHING & CMU TRUSS TO CMU W/ STRAP PER STANDARD 3/4" FLOOR SHEATI ATTACHED PER NAILING SCHEDULI UNDER WINDOWS GIRDERS: BLOCK SOLID BETWEEN RIBBONS W/ SIMPS A35 EA. END 2x BLOCKING FOR SHEATHING/ DRW ATTACHMENT W/ (: 12d TOENAILS EA. END 3/4"=1'-0" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE 2x STUDS , SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE 2x BOTTOM PLATE W/ (2) 12d @ 12" O.C. (1) ROW 8d NAILS @ 3" O.C. WALL SHEATHING Tn RMTOM PLATE �-- — TRUSS PER PLAN IS INDICATED, BASE STRAPS ARE REQ D ON MASONRY WALL SEE BOTH SIDES OF THE WALL PLAN FOR MORE INFO JOR SIM) IS PROVIDED CONNECTION NOTES OR SIM IS PROVIDED >1 FLOOR TRUSS TO GIRDER CONNECTION SO HEADER CONNECTION @ 2nd FLOOR SO HEADER CONNECTION @ 2nd FLOOR HIGH BM S1 TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" COPYRIGHT MCD 2015: The information confiained 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 consenfi of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LCC is strictly prohibited. ®`®�NiBu66�r�o A4o a cs� ev`�ee RIBBUN LU BE P I IF Y 6-•%2 BRG DIRECTLY ON sL � o O.J z CMU I U J (2) ROWS 8d NAILS @ ,•• ` O /G M W SEE PLAN FOR 3" O.C. TYP. WALL SIMPSON META16 AT CANTILEVER SHEATHING TO EA. MASONRY OR MTS12 RIBBON AT WOOD FRAME NOTE: ALL FLOOR WALL TRUSSES TO BE P.T. IF MASONRY OR FRAME NO MOISTURE WALL PER PLAN BARRIER (FELT PAPER �-- — TRUSS PER PLAN IS INDICATED, BASE STRAPS ARE REQ D ON MASONRY WALL SEE BOTH SIDES OF THE WALL PLAN FOR MORE INFO JOR SIM) IS PROVIDED CONNECTION NOTES OR SIM IS PROVIDED >1 FLOOR TRUSS TO GIRDER CONNECTION SO HEADER CONNECTION @ 2nd FLOOR SO HEADER CONNECTION @ 2nd FLOOR HIGH BM S1 TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" COPYRIGHT MCD 2015: The information confiained 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 consenfi of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LCC is strictly prohibited. PP 0� — D z ca L1Jti W U W 06 _j � S a' c L.L. aT -J © ZQzO ?.u."j� JU_-; c p}-oanu)OW W Za°3:2w o a o o=zwz (�0 < QC�( W QXU_5 I— Our j W zU_00 o • �.� Z i Q O i W W W = Z W r UjO aw CL L) U � Q = ) a. N Z Q M aN,�� i BLDG DESIGN: --- ] STRUCTURALENG: MCD DRAFTING: -DESIGN: --- STRUCT: DP QC CHECK: CC ] JOB No. PSQ-0204447 S SCALE: AS INDICATED ] DATE: 02/19/18 SD5 cc N ®`®�NiBu66�r�o A4o a cs� ev`�ee Y 6-•%2 90*4�/ ai .Z sL � o O.J z ® U j. ao w a:aL a 6: z p U J • ,•• ` O /G M W �® J LL PP 0� — D z ca L1Jti W U W 06 _j � S a' c L.L. aT -J © ZQzO ?.u."j� JU_-; c p}-oanu)OW W Za°3:2w o a o o=zwz (�0 < QC�( W QXU_5 I— Our j W zU_00 o • �.� Z i Q O i W W W = Z W r UjO aw CL L) U � Q = ) a. N Z Q M aN,�� i BLDG DESIGN: --- ] STRUCTURALENG: MCD DRAFTING: -DESIGN: --- STRUCT: DP QC CHECK: CC ] JOB No. PSQ-0204447 S SCALE: AS INDICATED ] DATE: 02/19/18 SD5 cc N (2) 2x SYP #2 BUILT-UP STU[ COLUMNS IN 16d NAILS EXT: FINISH PER �— EXTERIOR SHEATHING 2x BASE PLATE W/ (2)2x BRG WALL W/ SIMPSON SP2 @ SHEATHING PER PLAN BLOCKING W/ SIMPSON FROM TOP OF WALL 12d NAILS @ 12" O.C. TOP & SPI @ BASE. LSTA18 OR SCHEDULE STUDS w/ 1ST FLOOR TO BOTTOM OF SILL / PLATE W/ 1/2" EPDXY // PLATE ATTACH PER — — — — — ._.... ------------:..—`----- NAILING SCHEDULE EMBED. @ 32" O.C. & 3" � ROOF SHEATHING MAX 1/8" GAP ISIMPSON H2.5 EA. I ATTACH PER NAILING SER BY OTHERS ITRUSS I SCHEDULE BETWEEN STUDS W! I EXT. FINISH PER I ARCHS I PRE-ENGINEERED TRUSS, THEN ATTACH � i PLATE W/ 1/2" J -BOLT I TRUSS PER PLAN 2ND PLY W/ (2) 1 O NAILS DOA SECTION (&-LOW ROOF NAILS. UNDER MIN. 2x6 #2 SYP CONT. ROOF SHEATHING @ 12" O.C. SEE LD02/SD2 FOR MORE INFO. TOENAILS EACH END FLOOR TRUSS PER (2) 2x4 #2 SYP PLAN LEDGER W/ (2) %4'x3-1/2" 5S PER PLAN SDS WOOD SCREWS @ I- WINDOW JAMBS USE SIMPSON CS18 PER 16" O.C. MAX. & 3" FROM EACH END & @ WF16/SD6 FROM EA. END --USE (2) 2x6 W/ HUC26-2. 2x4 SYP#2 BLOCKING I (3) SCREWS FOR 24" I SIMPSON LUS26. USE - 3ER PER PLAN IRECESS LEDGER INTO O.C. I LUS26-2 FOR 2PLY WASHER. ALTERNATE TRUSS. VERIFY W/ LOW ROOF TRUSS W/ I TRUSS ROSS SHOP 6RAL— NGS CONNECTION: USE 1/2" 16" TALL RAISED HEEL SEE PLAN FOR ---..._..._..,,......_.--------_.------ — J 2x8 SYP #2 LEDGER W/ T^ (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT M. 4) ( ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN EACH STUD (AT EACH w/ (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SDS SCREWS SIDE OF G.T. USE (4) OPT. TRUSS RECESS LEDGER 16d NAILS) LEDGER @ GIRDER 2x8's MIN. SPF #2 @ 16" O.C. MAX W/ MID POINT BLOCKING (U.N.O.) MSTAM24 EA. SIDE OF EA. STUD TO WALL BELOW W/ (9) 1 O NAILS AND (5) 1/4"x2 3/4" TAPCONS PER STRAP;CENTER STRAP BETWEEN MASONRY WALL AND FRAME WALL CONTRACTOR MAY USE SIMPSON HTT4 AT WINDOW JAMB STUDS INSTEAD OF INDICATED EXTERIOR FLAT STRAP. INTERIOR FLAT STRAP IS STILL REQUIRED AT JAMB STUD CONDITION a. SEE ARCHS FOR FURRING AND INTERIOR FINISH ° MASONRY WALL PER PLAN —A [I A V FO WALL SPLICE DETAILS 1`2 j PER PLAN (2) 2x TOP PLATE — (2) 2x HEADER SEE — PLAN FOR MORE INFO & CONNECTIONS WINDOW SEE PLAN ---�` FOR LOCATION 2x BLOCKING w/ (2) 12d --1 TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2x BASE PLATE W/ 12d @ 24" O.G. TO FLOOR SYSTEM BELOW PLYWOOD FLOORING ---� SEE FLOOR FRAMING PLAN FOR MORE INFO FLOOR GIRDER SEE PLAN FOR CONNECTION 3/4"=1'-0" _- — EXT: FINISH PER �— ARCHS 2x BASE PLATE W/ (2)2x BRG WALL W/ SIMPSON SP2 @ SHEATHING PER PLAN BLOCKING W/ SIMPSON ATTACH PER NAILING 12d NAILS @ 12" O.C. TOP & SPI @ BASE. LSTA18 OR SCHEDULE STUDS w/ 1ST FLOOR 2x8 #2 SYP P.T. SILL / PLATE W/ 1/2" EPDXY // ANCHOR BOLT OR J -BOLT W/ MIN. 7" 23/4 EMBED. @ 32" O.C. & 3" FROM EA.END (2) 2x SPF#2 BASE MAX 1/8" GAP BLOCKING BELOW. STRAP STUDS W/ LSTA18 @ 16" O.C. BETWEEN SHEATHING @ SHEATHING SPLICE AND CMU ``-- CONT. #5 IN TIE BEAM NOT REQ'D IF STUD IS TO TRUSS BELOW) BETWEEN STUDS W! `--- EXT. FINISH PER I ARCHS O.H. PER ELEV. 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO. IF WALL SHEATHING ISN'T CONT. LSTA18 STRAPS ARE REQ'D FROM STUDS TO GIRDER BELOW SEE LD02/SD2 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 1-1/211=11-011 �— PRE ENGINEERED 2x BASE PLATE W/ (2)2x BRG WALL W/ SIMPSON SP2 @ TRUSSES @ 24" O.C. BLOCKING W/ SIMPSON MAX. PER PLAN 12d NAILS @ 12" O.C. TOP & SPI @ BASE. LSTA18 OR SEE ARCHS FOR ROOF STUDS w/ 1ST FLOOR WATERPROOFING AND USE SIMPSON MTS12 MTS12 MAY BE USED @ BASE.(WHEN FINISH STUDS TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER (2) 2x SPF#2 BASE NAILING SCHEDULE O.H. PER ELEV. 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO. IF WALL SHEATHING ISN'T CONT. LSTA18 STRAPS ARE REQ'D FROM STUDS TO GIRDER BELOW SEE LD02/SD2 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE �--- SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM ID03 LEDGER @OPEN TO BELOW 2x4 LEDGER W/ (2) - 10d NAILS @ 16" O.C. 2x EXT. FRAME WALL PER PLAN 3/411=10-Off =VTCD1n0 WAW 1 QW1=ATI-IIAIr_ R. 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 2x4 CONT. W! (2) 12d NAILS TO EACH STUD 2x8 #2 SYP SILL PLATE W/ Y2' EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN, 7" EMBEDMENT & 6" FROM EACH END MASONRY WALL PER PLAN SIMPSON H10A @ EACH DIAGONAL BRACE 1/2" THREADED RONR CONTINUOUS TO FOUNDATION. REFE TO BEARING WALL NOTES FOR BASE CONNECTION 2x BOTTOM PLATE, CONNECT TO DOUBLE TOP PLATE W/ 16d NAILS @ 6" O.C. 2ND STORY FIN. FLOOR (2) 2x TOP PLATE 2x BEARING WALL PER PLAN, FRAME CONTINUOUS TO BOTTOM PLATE OF 2ND STORY WALL F1 BRACING @ 2 STORY FRAME WALL 2x SYP #2 LEDGER TO UPPER FLOOR WALL W! 1/4" X 3-1/2" SIMPSON SDS SCREW @ 16" O.C. 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 W1(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. / 1 11 =1'-0" 1/2"=1'-011 r------ — — — — — — — — — — EXT. SHEATHING 2x BASE PLATE W/ (2)2x BRG WALL W/ SIMPSON SP2 @ 2x8 MIN. SPF #2 @ 16" BLOCKING W/ SIMPSON ATTACH PER NAILING 12d NAILS @ 12" O.C. TOP & SPI @ BASE. LSTA18 OR O.C. - SEE FRAMING STUDS w/ 1ST FLOOR SCHEDULE USE SIMPSON MTS12 MTS12 MAY BE USED @ BASE.(WHEN PLAN FOR MORE INFO.Iq STUDS OR LSTA18 TO WALL IS CONT. BRG ON TRUSS SHEATHING IS NOT HUC24-2 EACH END, CONT. ADD BLOCKING (2) 2x SPF#2 BASE BLOCKING BELOW. STRAP STUDS W/ LSTA18 @ 16" O.C. 2x4 BLOCKING @ SHEATHING SPLICE 2x8 #2 SYP P.T. SILL ISCREWS @ 16" O.C. a NOT REQ'D IF STUD IS TO TRUSS BELOW) BETWEEN STUDS W! W/ (2) 16d NAILS @ EACH USE (4) 10d & (2) 10d I END OF LEDGER - CONNECTED W/ MTS12 3/4" FLOOR SHEATHING ATTACHED (2) 12d TOE NAILS TRUSS, THEN ATTACH � i PLATE W/ 1/2" J -BOLT \ EACH END 2ND PLY W/ (2) 1 O NAILS DOA SECTION (&-LOW ROOF NAILS. UNDER 2x BLOCKING W/ (2) 12d ROOF SHEATHING @ 12" O.C. SEE LD02/SD2 FOR MORE INFO. TOENAILS EACH END FLOOR TRUSS PER (2) 2x4 #2 SYP PLAN W/ MIN. 7" EMBED. @ 6" WINDOW JAMBS USE SIMPSON CS18 PER �--- SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM ID03 LEDGER @OPEN TO BELOW 2x4 LEDGER W/ (2) - 10d NAILS @ 16" O.C. 2x EXT. FRAME WALL PER PLAN 3/411=10-Off =VTCD1n0 WAW 1 QW1=ATI-IIAIr_ R. 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 2x4 CONT. W! (2) 12d NAILS TO EACH STUD 2x8 #2 SYP SILL PLATE W/ Y2' EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN, 7" EMBEDMENT & 6" FROM EACH END MASONRY WALL PER PLAN SIMPSON H10A @ EACH DIAGONAL BRACE 1/2" THREADED RONR CONTINUOUS TO FOUNDATION. REFE TO BEARING WALL NOTES FOR BASE CONNECTION 2x BOTTOM PLATE, CONNECT TO DOUBLE TOP PLATE W/ 16d NAILS @ 6" O.C. 2ND STORY FIN. FLOOR (2) 2x TOP PLATE 2x BEARING WALL PER PLAN, FRAME CONTINUOUS TO BOTTOM PLATE OF 2ND STORY WALL F1 BRACING @ 2 STORY FRAME WALL 2x SYP #2 LEDGER TO UPPER FLOOR WALL W! 1/4" X 3-1/2" SIMPSON SDS SCREW @ 16" O.C. 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 W1(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. / 1 11 =1'-0" 1/2"=1'-011 r------ — — — — — — — — — — EXT. SHEATHING 2x BASE PLATE W/ (2)2x BRG WALL W/ SIMPSON SP2 @ 2x8 MIN. SPF #2 @ 16" BLOCKING W/ SIMPSON ATTACH PER NAILING 12d NAILS @ 12" O.C. TOP & SPI @ BASE. LSTA18 OR O.C. - SEE FRAMING STUDS w/ 1ST FLOOR SCHEDULE USE SIMPSON MTS12 MTS12 MAY BE USED @ BASE.(WHEN PLAN FOR MORE INFO.Iq STUDS OR LSTA18 TO WALL IS CONT. BRG ON TRUSS SHEATHING IS NOT HUC24-2 EACH END, CONT. ADD BLOCKING (2) 2x SPF#2 BASE BLOCKING BELOW. STRAP STUDS W/ LSTA18 @ 16" O.C. 2x4 BLOCKING @ SHEATHING SPLICE 2x8 #2 SYP P.T. SILL ISCREWS @ 16" O.C. a NOT REQ'D IF STUD IS TO TRUSS BELOW) BETWEEN STUDS W! W/ (2) 16d NAILS @ EACH USE (4) 10d & (2) 10d I END OF LEDGER - CONNECTED W/ MTS12 3/4" FLOOR SHEATHING ATTACHED (2) 12d TOE NAILS TRUSS, THEN ATTACH IO.C. IS REQUIRED w/ SHOP DRAWINGS PLATE W/ 1/2" J -BOLT OR LSTA18 PER NAILING SCHEDULE EACH END 2ND PLY W/ (2) 1 O NAILS DOA SECTION (&-LOW ROOF NAILS. UNDER 2x BLOCKING W/ (2) 12d ROOF SHEATHING @ 12" O.C. SEE LD02/SD2 FOR MORE INFO. TOENAILS EACH END FLOOR TRUSS PER (2) 2x4 #2 SYP PLAN 2x BRG WALL W/ SIMPSON SP2 @ TOP & SP1 @BASE. LSTA18 OR MTS12 MAY USED @ BASE EXTERIOR SHEATHING ATTACH PER NAILING SCHEDULE (2) 2x4 #2 SYP BLOCKING W/ SIMPSON HUC24-2 EACH END, USE (4) 10d P. (2) 10d 1 "=1 1-011 1'-011 2x BLOCKING W/ (2) 12d TOENAILS EACH END 2x BASE PLATE W! (2) 12d NAILS @ 12" O.C. 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE NAILS. UNDER 90 SEE PLAN WINDOW JAMBS USE k,z (2) 2x6 W/HUC26-2. LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR PLAN CONNECTIONS MASONRY (SHOWN) OR WOOD WALL PER PLAN SECTION Cal_ RAISED HEEL TRUSS SEE PLAN MASONRY (SHOWN) OR WOOD WALL PER PLAN / �•�„_,/EXT. 1/2"=1'-011 r------ — — — — — — — — — — — — — -._ --1 WALL SE SHEATHING FROM BLOCKING W/ SIMPSON INFORM) TOP OF WALL TO DBL STUDS w/ 1ST FLOOR BOTTOM PLATE. IF STUDS MIN. 2x6 #2 SYP ) SHEATHING IS NOT HUC24-2 EACH END, CONT. ADD BLOCKING (2) 2x SPF#2 BASE IX"x3" SDS WOOD @ SHEATHING SPLICE 2x8 #2 SYP P.T. SILL ISCREWS @ 16" O.C. a W/ (3) 1 O TOENAILS W/ (2) 16d NAILS @ EACH USE (4) 10d & (2) 10d I END OF LEDGER - LEDGER RECESSED EA. END. SIMPS. SP4 TRUSS, THEN ATTACH IO.C. IS REQUIRED w/ SHOP DRAWINGS PLATE W/ 1/2" J -BOLT J @ TOP REQ'D 2ND PLY W/ (2) 1 O NAILS DOA SECTION (&-LOW ROOF NAILS. UNDER ROOF SHEATHING @ 12" O.C. W/ MIN. 7" EMBED. @ 6" WINDOW JAMBS USE SIMPSON CS18 PER FROM EACH END & @ WF16/SD6 (2) 2x6 W/ HUC26-2. 2x4 SYP#2 BLOCKING 32" O.C. MAX W/ W/ (2) 1 Od TOE NAILS ' WASHER. ALTERNATE LOW ROOF TRUSS W/ (2) 2x TOP PLATE LOW ROOF TRUSS SEE CONNECTION: USE 1/2" 16" TALL RAISED HEEL SEE PLAN FOR IF SHEATHING IS NOT TRUSS PLAN FOR ALL THREAD ROD W/ 7" °` CONTINUOUS TO BASE CONNECTIONS (IF MIN. EMBED USING REQUIREMENTS. PLATE, SP8 TOP AND TRUSS IS CONT. BRG SIMPSON SET -XP ° BOTTOM ARE REQ'D ON MASONRY USE EPDXY @ 6" FROM STUDS ABOVE META16 @ 24" O.C. OR EACH END & @ 32" O.C. ° °• C.M.U. WALL PER PLAN ON WOOD USE HGA MAX W/ WASHER CLIPS @ 24" O.C.) 6N:SECTION @ OPEN TO ABOVE PLANS 4s�iSECTION @ COMBO TRUSS 2x BRG WALL W/ SIMPSON SP2 @ TOP & SP1 @BASE. LSTA18 OR MTS12 MAY USED @ BASE EXTERIOR SHEATHING ATTACH PER NAILING SCHEDULE (2) 2x4 #2 SYP BLOCKING W/ SIMPSON HUC24-2 EACH END, USE (4) 10d P. (2) 10d 1 "=1 1-011 1'-011 2x BLOCKING W/ (2) 12d TOENAILS EACH END 2x BASE PLATE W! (2) 12d NAILS @ 12" O.C. 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE NAILS. UNDER 90 SEE PLAN WINDOW JAMBS USE k,z (2) 2x6 W/HUC26-2. LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR PLAN CONNECTIONS MASONRY (SHOWN) OR WOOD WALL PER PLAN SECTION Cal_ RAISED HEEL TRUSS SEE PLAN MASONRY (SHOWN) OR WOOD WALL PER PLAN / �•�„_,/EXT. 1/2"=1'-011 r------ — — — — — — — — — — — — — -._ --1 WALL SE SHEATHING FROM ALIGN 2ND FLOOR �� INFORM) TOP OF WALL TO DBL STUDS w/ 1ST FLOOR BOTTOM PLATE. IF STUDS MIN. 2x6 #2 SYP ) SHEATHING IS NOT CONT. LEDGER w/ (2) CONT. ADD BLOCKING (2) 2x SPF#2 BASE IX"x3" SDS WOOD @ SHEATHING SPLICE PLATE. ATTACH 1ST PLY ISCREWS @ 16" O.C. a W/ (3) 1 O TOENAILS W/ (2) 16d NAILS @ EACH SPACED & 3" FROM ( I END OF LEDGER - LEDGER RECESSED EA. END. SIMPS. SP4 TRUSS, THEN ATTACH IO.C. IS REQUIRED w/ SHOP DRAWINGS L-------------------------- J @ TOP REQ'D 2ND PLY W/ (2) 1 O NAILS DOA SECTION (&-LOW ROOF ROOF SHEATHING @ 12" O.C. ATTACH PER NAILING SCHEDULE SIMPSON CS18 PER WF16/SD6 2x4 SYP#2 BLOCKING W/ (2) 1 Od TOE NAILS LOW ROOF TRUSS W/ (2) 2x TOP PLATE W 16" TALL RAISED HEEL SEE PLAN FOR BOTTOM CHORD BEARING WALL EXTENSION REQUIREMENTS. �- ATTACH EACH TRUSS STUDS TO ALIGN W/ TO BEARING WALL STUDS ABOVE USING SIMPSON H10A U.N.O. ON FRAMING PLANS F2 SECTION A 2 -STORY BRG. 3/4"=1'-0" WALL & WALL OPENINGS @ 32"o.c. KINGS # OF STUDS TO MATCH MAX. W/ 7" MIN. EMBEDMENT & BETWEEN FLOORS WASHER SEE BEARING WALL SCHEDULE FOR MORE INFORMATION. ALTERNATE CONNECTION: 1/2" ALL AT OPENINGS LARGER THAN THREAD ROD 6" FROM EA. END OF ) 4'-2" ATTACH TOP PLATE TO WALL, WALL OPENINGS & AT 32" O.C. HEADER WITH LSTA12 BENT MAX (7" MIN.EMBED USING SIMPSON OVER W/ (5) 1 O NAILS INTO TOP SET -XP EPDXY) W/ WASHER PLATE AND (5) 1 Od NAILS INTO HEADER 2 STORY INTERIOR BEARING WALL (2) 2x SPF TOP 2X4 #2 SYP NAILER TO STUDS W/ 3-16d @ EA. STUD. ATTACH TRUSS TO NAILER W/ (3) 1 O TOE NAILS. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X8 #2 SYP CONT. LEDGER W/ (4) 16d NAILS. ATTACH NAILS INTO END OF EA. FLOOR TRUSS, 24" O.C. MAX. (INSTALL (4) NAILS AT EA. SIDE OF G.T.) SIMPSON LUS26 OR IF 2 -PLY TRUSS SIMPSON LUS26-2 TRUSS TO LEDGER 8" CMU WALL, TYP. SEE FLOOR FRAMING PLAN FOR MORE INFO. VERIFY PLAN FOR LOCATION AND DIRECTION BOTTOM OF EA. STUD PER BEARING WALL SCHEDULE ALL CS18 STRAPS TO HAVE MIN 12" END LENGTH ON STUDS W/ (18) 8d NAILS PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS SP4 TOP & BOTTOM OF EA. STUD U.N.O. SIMPSON CS18 STUDS ABOVE TO HEADER BELOW 1/2" THREADED ROD @ 32" O.C. MAX W/ NUT & 2" WASHER TOP & BOTTOM 3/4"=1'-0" I 1/2"=11-011 I \ � 3/4"=1'-0" I \ / 1 "=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, LCC is strictly prohibited. o� SEE 2NC r------ — — — — — — — — — — — — — -._ --1 WALL SE I ADDITIO INFORM) SIMPSON H2.5 TRUSS TO LEDGER MIN. 2x6 #2 SYP ) CONT. LEDGER w/ (2) IX"x3" SDS WOOD ISCREWS @ 16" O.C. a IMAX - EQUALLY ° SPACED & 3" FROM ( I END OF LEDGER - LEDGER RECESSED IUSE (3) SREWS IF 24" INTO TRUSS. VERIFY I IO.C. IS REQUIRED w/ SHOP DRAWINGS L-------------------------- J OPT. TRUSS RECESS LEDGER DOA SECTION (&-LOW ROOF 3/4"=1'-0" WALL & WALL OPENINGS @ 32"o.c. KINGS # OF STUDS TO MATCH MAX. W/ 7" MIN. EMBEDMENT & BETWEEN FLOORS WASHER SEE BEARING WALL SCHEDULE FOR MORE INFORMATION. ALTERNATE CONNECTION: 1/2" ALL AT OPENINGS LARGER THAN THREAD ROD 6" FROM EA. END OF ) 4'-2" ATTACH TOP PLATE TO WALL, WALL OPENINGS & AT 32" O.C. HEADER WITH LSTA12 BENT MAX (7" MIN.EMBED USING SIMPSON OVER W/ (5) 1 O NAILS INTO TOP SET -XP EPDXY) W/ WASHER PLATE AND (5) 1 Od NAILS INTO HEADER 2 STORY INTERIOR BEARING WALL (2) 2x SPF TOP 2X4 #2 SYP NAILER TO STUDS W/ 3-16d @ EA. STUD. ATTACH TRUSS TO NAILER W/ (3) 1 O TOE NAILS. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X8 #2 SYP CONT. LEDGER W/ (4) 16d NAILS. ATTACH NAILS INTO END OF EA. FLOOR TRUSS, 24" O.C. MAX. (INSTALL (4) NAILS AT EA. SIDE OF G.T.) SIMPSON LUS26 OR IF 2 -PLY TRUSS SIMPSON LUS26-2 TRUSS TO LEDGER 8" CMU WALL, TYP. SEE FLOOR FRAMING PLAN FOR MORE INFO. VERIFY PLAN FOR LOCATION AND DIRECTION BOTTOM OF EA. STUD PER BEARING WALL SCHEDULE ALL CS18 STRAPS TO HAVE MIN 12" END LENGTH ON STUDS W/ (18) 8d NAILS PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS SP4 TOP & BOTTOM OF EA. STUD U.N.O. SIMPSON CS18 STUDS ABOVE TO HEADER BELOW 1/2" THREADED ROD @ 32" O.C. MAX W/ NUT & 2" WASHER TOP & BOTTOM 3/4"=1'-0" I 1/2"=11-011 I \ � 3/4"=1'-0" I \ / 1 "=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, LCC is strictly prohibited. o� to W J ``e��lllsaillt�o's� M Uj `�`•�� �� ®eresrrereeree�/� �V fi 00 e e �'1/ .' Y O 0) LL " v% z co M 0 O-•�-_ `t ©«Z Lu CCe d Q C) cr) ' ow a' O% Z � = siA� ereeorrrrr°reo` ��l4 Q O o e U_ (0 z 0 O ULd o tr V ,J F- 0 D U 9 W Z M 0Q 0) LU z Wv�w � rn to ti U z -N17 a O ZQZ JJ0 N ~ 0 w v a I=- W �/1 �(/)R0<i o VJ Zp�ZwZ E z 1.—O O�Q��[L O W cj ZOOM Or z Uj a =- 0 Z CY p T - z ao o Vi LU W o W z W W u S W W = Z V7 z j C LU 0. 0 W m a o , —) C4 OmmZ a 1= 'z co) - 0 BLDG DESIGN: --- (0 STRUCTURAL ENG: MCD W DRAFTING: W -DESIGN: --- U-STRUCT: DP QC CHECK: CC ..-_-_.- . ._.... ..... ......... ..... .... _.___ , U JOB No. PSQ-0204447 5 SCALE: AS INDICATED F- W DATE: 02/19/18 0 W H SD6 W O W i to W J ``e��lllsaillt�o's� M Uj `�`•�� �� ®eresrrereeree�/� �V fi 00 e e �'1/ .' Y O 0) LL " v% z co M 0 O-•�-_ `t ©«Z Lu CCe d Q C) cr) ' ow a' O% Z � = siA� ereeorrrrr°reo` ��l4 Q O o e U_ (0 z 0 O ULd o tr V ,J F- 0 D U 9 W Z M 0Q 0) LU z Wv�w � rn to ti U z -N17 a O ZQZ JJ0 N ~ 0 w v a I=- W �/1 �(/)R0<i o VJ Zp�ZwZ E z 1.—O O�Q��[L O W cj ZOOM Or z Uj a =- 0 Z CY p T - z ao o Vi LU W o W z W W u S W W = Z V7 z j C LU 0. 0 W m a o , —) C4 OmmZ a 1= 'z co) - 0 BLDG DESIGN: --- (0 STRUCTURAL ENG: MCD W DRAFTING: W -DESIGN: --- U-STRUCT: DP QC CHECK: CC ..-_-_.- . ._.... ..... ......... ..... .... _.___ , U JOB No. PSQ-0204447 5 SCALE: AS INDICATED F- W DATE: 02/19/18 0 W H SD6 6" MIN. re STAIR WINDER DETAIL v PLYWOOD SHEATHING PENDING LANDING MAX WIDTH OF LANDING J IAN UAKU (J) ZA I Z MIN. (3) 2x SYP #2 HEIGHT AND PLAN ATTACHED PER LEDGER (P.T. IF SPACED/CENTERED IN STRINGERS W/ STUDS REQ'D @ END If MAX. 4'-0" ABOVE FLOOR CONSTRUCTION MASONRY WALL) ATTACH TOP PLATE TO SIMPSON A34 CLIP TO OF LANDING W/ MIN. (6) WALL COULD BE BEAM @ END OF STUDS W/ (2) 16d TOE OPENING W/IN FLOOR SYSTEM 16d NAILS FROM LANDING PER NAILS FOR REQUIRED MAX � (2)2x12 SYP#2 HEADER HEADER AND ONE @ MID -SPAN 10 MAX. 4'-0" ABOVE FLOOR ASUPPORT TO BUILT-UP STUD /"� (NOTCHED @ 2x6 INFORMATION. A34 @ EA. STRINGER --- _ TOENAILS BOTTOM COLUMN VERTICAL LOCATIONS). TO LANDING �Y IN LIEU OF BUILT UP COLUMN TOENAILS BOTTOM 2x JOIST (P.T. IF 2x ATTACHED TO SHEATHING TO WOOD: ATTACHING TO MASONRY STRINGER III (2) 2x12 SYP#2 BEAM WALL) CONT LEDGER w/ LINE UP 2xJOIST IN III I I I I PER SCHEDULE @ END (3) 16d NAILS @ 16" O.C. TO ALLOW VERTICAL NOTCH SILL AND NAILS TO LEDGER/SUPPORT MAX. TO EACH STUD. ((2) 2x12 STRINGERS ONE I I I I STRINGERS TO LINE WITH MIDDLE STANDARD (3)2x12 AND (10)10d NAILS TO (2)2x12 SIMPSON A35 16" O.C. MAX. FOR ONE @ MID -SPAN I I I I R ON BEAR DIRILT MASONRY WALL) SYP#2 HEADER CONNECTIONS 2x12 STRINGER TO BE SYP#2 STRINGERS W/ I I I MASONRY:HU210-2/HUC210-2 A35 CONNECTION W/ (18) UTILIZED AS BLOCKING SIMPSON A35 / A34 WOOD OR MASONRY 2x6 VERTICAL AND 1/4"x3-1/4" TAPCONS TO CMU MASONRY WALL OR 2x8 P.T. SPF #2 (MIN.) LET -1N L -BRACE @ 6'-0" O.C. & AND (10) 10d NAILS TO (2)2x12 FRAME WALL BEYOND CLIP TO FLOOR SYP#2 HEADER B -B CROSS SECTION OF BEAM TO LEDGER COLUMN STRINGERS TO BE NOTCHED TRUSS SEE PLAN AT LANDING OR LET -IN 2x4 MIN. 2x8 SYP#2 JOISTS SYSTEM & LANDING SYP#2 CLEAT AND ATTACH TO JOISTS BELOW W/(2) -12d NAILS 2x P.T. BOTTOM PLATE @ 16" O.C. z @ LANDING @ 16"O.C. FRAMING (3) 16d TOENAILS –❑ W/ SIMPSON A35 OR p "- Z LUS26 HANGER ON EACH SIDE W co 1,. O (2) 2x12 SYP#2 BEAM MID SPAN BLOCKING TO MATCH JOIST co ❑ PER SCHEDULE REQ'D DEPTH W/ (3) 1 O W LU @ END OF LANDING TOENAILS EACH END FOR STRINGERS TO CONNECT TO. BEAM TO BEAR DIRECTLY ON MIN. 2x8 SYP#2 JOIST (P.T. IF BUILT UP COLUMNS ATTACHING TO MASONRY BELOW OR WALL) CONT. LEDGER w/ (3) ALTERNATE HANGER SEE TABLE FOR MAX. 16d NAILS @ 16" O.C. MAX. @ RIGHT OF THIS WIDTH OF LANDING TO EACH STUD. ((2) 1/4" x 3 DETAIL 1/4" TAPCONS @ 16" O.C. A -A PLAN VIEW @ 90 DEGREE TURN LANDING MAX. FOR MASONRY WALL) MIN. (3) 2x SYP #2 STUDS SEE SCHEDULE FOR MAX WIDTH OF LANDING REQ'D @ END OF LANDING W/ MIN. (6) 16d NAILS SEE PLAN FOR DEPTH 3/4" PLYWOOD OR OSB FROM (2)2x12 SYP#2 OF LANDING Z" SHEATHING OVER HEADER TO BUILT UPLANDING ATTACHED STUD COLUMN PER GENERAL FLOOR CONSTRUCTION OPTIONAL (2)2x12 SYP#2 NOTES ATTACHMENT TO CMU/LEDGER IN LIEU OF BUILT UP COLUMN WOOD: MID SPAN BLOCKING HU210-2/HUC210-2 W/ TO MATCH JOIST (18)16d NAILS TO DEPTH W/ (3) 10d LEDGER/SUPPORT AND o TOENAILS EACH END (10)1Od NAILS TO (2)2x12 p U_ g SYP#2 HEADER MASONRY: m O HU210-2/HUC210-2 W/ (18) 1/4"x3-1/4" TAPCONS W ❑ TO CMU AND (10) 10d NAILS TO (2)2x12 SYP#2 SEE PLAN FOR HEADER MASONRY WALL OR STANDARD (3) 2X12 _T1 WOOD WALL SYP #2 STRINGERS W/p FI B SIMPSON A34 / A35 I CLIP TO FLOOR SYSTEM & LANDING FRAMING MIN. 2x8 SYP#2 JOIST (P.T. IF (2) 2x12 SYP#2 BEAM PER ATTACHING TO MASONRY SCHEDULE REQ'D @ END OF MIN. 2x8 SYP#2 JOISTS WALL) CONT. LEDGER w/ (3) 16d 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 (a) 180 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING 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. RISE OF STEPS AND FRAMING PLAN TYP. MIN. TREAD DEPTH 6" MIN. re STAIR WINDER DETAIL BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS AT LANDING PLYWOOD SHEATHING PENDING LANDING MAX WIDTH OF LANDING OVER LANDING MIN. 2x8 SYP#2 JOIST HEIGHT AND PLAN ATTACHED PER LEDGER (P.T. IF SPACED/CENTERED IN GENERAL FLOOR ATTACHING TO If MAX. 4'-0" ABOVE FLOOR CONSTRUCTION MASONRY WALL) ATTACH TOP PLATE TO NOTES STUDS W/ (2) 16d TOE 32" WALL COULD BE BEAM @ END OF STUDS W/ (2) 16d TOE OPENING W/IN 16" O.C. ol LANDING PER NAILS FOR REQUIRED MAX � SCHEDULE HEADER AND ONE @ MID -SPAN 10d NAILS @ 4" O.C. MAX. 4'-0" ABOVE FLOOR ASUPPORT — OPTIONAL (2)2x12 SYP#2 /"� (NOTCHED @ 2x6 INFORMATION. A34 @ EA. STRINGER --- _ TOENAILS BOTTOM ATTACHMENT TO CMU/LEDGER VERTICAL LOCATIONS). TO LANDING �Y IN LIEU OF BUILT UP COLUMN TOENAILS BOTTOM 2x JOIST (P.T. IF 2x ATTACHED TO SHEATHING TO WOOD: ATTACHING TO MASONRY STRINGER III (2) 2x12 SYP#2 BEAM WALL) CONT LEDGER w/ HU210-2/HUC210-2 W/ (18)16d III I I I I PER SCHEDULE @ END (3) 16d NAILS @ 16" O.C. TO ALLOW VERTICAL NOTCH SILL AND NAILS TO LEDGER/SUPPORT MAX. TO EACH STUD. ((2) 2x12 STRINGERS ONE I I I I STRINGERS TO 1/4" x3-1/4" TAPCONS @ ON EACH SIDE AND AND (10)10d NAILS TO (2)2x12 SIMPSON A35 16" O.C. MAX. FOR ONE @ MID -SPAN I I I I R ON BEAR DIRILT MASONRY WALL) SYP#2 HEADER CONNECTIONS BU UP COLUMNECTLY BU TO SLIDE DOWN TO I I I MASONRY:HU210-2/HUC210-2 A35 CONNECTION W/ (18) ATTACH 2x6 VERTICAL WOOD OR MASONRY 2x6 VERTICAL AND 1/4"x3-1/4" TAPCONS TO CMU MASONRY WALL OR 2x8 P.T. SPF #2 (MIN.) LET -1N L -BRACE @ 6'-0" O.C. & AND (10) 10d NAILS TO (2)2x12 FRAME WALL BEYOND SYP#2 HEADER B -B CROSS SECTION OF BEAM TO LEDGER COLUMN STRINGERS TO BE NOTCHED TRUSS SEE PLAN AT LANDING OR LET -IN 2x4 SCHEDULE S SPACED TAPCONS @ MIN: SYP#2 CLEAT AND ATTACH TO JOISTS BELOW W/(2) -12d NAILS 2x P.T. BOTTOM PLATE @ 16" O.C. PER FLOOR PLAN (3) 16d TOENAILS BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS AT LANDING BEAM (#2 SYP) PENDING LANDING MAX WIDTH OF LANDING 12'-0" OR LESS (2) 2x12 HEIGHT AND PLAN V-0" I I SPACED/CENTERED IN LAYOUT. HEADER 2x6 VERTICAL @ 6-0" If MAX. 4'-0" ABOVE FLOOR WITHIN SUPPORT ATTACH TOP PLATE TO O.C. MIN. AND ANY @ STUDS W/ (2) 16d TOE 32" WALL COULD BE STUDS W/ (2) 16d TOE OPENING W/IN REQUIRED. SEE PLAN 2x12 STRINGERS ONE X NAILS FOR REQUIRED ON EACH SIDE AND � HEADER AND ONE @ MID -SPAN 10d NAILS @ 4" O.C. MAX. 4'-0" ABOVE FLOOR ASUPPORT 24" O.C. W/ (2) 12d /"� (NOTCHED @ 2x6 INFORMATION. A34 @ EA. STRINGER --- _ TOENAILS BOTTOM 24" O.C. W/ (2) 12d X VERTICAL LOCATIONS). TO LANDING �Y NOTCH FLOOR TOENAILS BOTTOM 2x JOIST (P.T. IF 2x ATTACHED TO SHEATHING TO ATTACHING TO MASONRY STRINGER III (2) 2x12 SYP#2 BEAM WALL) CONT LEDGER w/ III I I I I PER SCHEDULE @ END (3) 16d NAILS @ 16" O.C. TO ALLOW VERTICAL NOTCH SILL AND 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 BEAM 16" O.C. MAX. FOR ONE @ MID -SPAN I I I I R ON BEAR DIRILT MASONRY WALL) VERTICAL LOCATIONS). BU UP COLUMNECTLY BU TO SLIDE DOWN TO I I I BELOW. A35 CONNECTION ATTACH 2x6 VERTICAL WOOD OR MASONRY 2x6 VERTICAL AND TO TRUSS W/ (3)'/4' x 3" WALL SEE PLAN FOR 2x8 P.T. SPF #2 (MIN.) LET -1N L -BRACE @ 6'-0" O.C. & MORE INFO FASTEN TO SLAB USING MIN. (3) 2x4 SYP #2 MIN. (6) 1/4"x3-1/4" EVENLY COLUMN JOIST PER TRUSS SEE PLAN TRUSS TO OUTSIDE SCHEDULE S SPACED TAPCONS @ MIN: FACE OF TRUSS END DISTANCE OF 1-1/2" 2x P.T. BOTTOM PLATE HEIGHT OF LANDING PER FLOOR PLAN BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS AT LANDING BEAM (#2 SYP) JOISTS (#2 SYP) MAX WIDTH OF LANDING 12'-0" OR LESS (2) 2x12 2x8 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%" TO TRUSS W/ (3) Y4" x 3" 31/211 DOUBLE TRUSS PARALLEL TO FLOOR SDS WOOD SCREWS N.T.S. EQUALLY Ak SEE ARCH PLAN I I SPACED/CENTERED IN 2x4 CONT. TOP PLATE 2x6 VERTICAL @ 6-0" If MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO ATTACH TOP PLATE TO O.C. MIN. AND ANY @ STUDS W/ (2) 16d TOE 32" STUDS W/ (2) 16d TOE OPENING W/IN X X NAILS HANDRAIL 2x4 SILL PLATE W/ (2) � 2x4 #2 SPF STUDS @ KNEEWALL 10d NAILS @ 4" O.C. MAX. 4'-0" ABOVE FLOOR 2x4 #2 SPF STUDS @ 24" O.C. W/ (2) 12d (NOTCHED @ 2x6 X TOENAILS BOTTOM 24" O.C. W/ (2) 12d X VERTICAL LOCATIONS). I NOTCH FLOOR TOENAILS BOTTOM NOTCH SILL AND SHEATHING TO PLYWOOD FLOORING 2x4 SILL PLATE W/ (2) TO ALLOW VERTICAL NOTCH SILL AND 2x6 VERTICAL AND 1 Od NAILS @ 4" O.C. TO SLIDE DOWN TO PLYWOOD FLOORING L -BRACE @ 6-0" O.C. & (NOTCHED @ 2x6 FACE OF TRUSS TO ALLOW VERTICAL @ ANY OPENING VERTICAL LOCATIONS). ATTACH 2x6 VERTICAL TO SLIDE DOWN TO SECTION X -X 2x4 #2 SPF STUDS @ 24" O.C. NOTCH SILL PLATE FOR VERTICAL 2x L -BRACE W/ 12d NAILS @ 4" O.C. x- 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 j — ATTACH 2x4 TO TRUSS W/ (2) Y"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) (ST01 GENERAL LANDING & 00T03 SECTION @ HANDRAIL W/ STAIR FRAMING INFO SCALE: 3/4"=V-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, LCC is strictly prohibited. W I— O '✓ U o U Z 00 Ly v� W 0 Uj ! T i,�a,=E ^ p r- rn �' VJ C�wzpCP / r j Z Q J J A Li- 2to LL] �-' U 1= � �wdNOws s LLI (gQfYO<W c Z��ZWZ T OQ�WYe F- rn Q ¢���`�n- > W ZWOo 0O a — > Z C� 0 r ' ~O y J un W J - o TW �C n = z W W Wa F,- a Q W m 0 ..7 .26 N Z 0 at W Q M , i BLDG DESIGN: --- STRUCTURALENG: MCD DRAFTING: -DESIGN: --- -STRUCT: DP QC CHECK: CC JOB No. PSQ-0204447 SCALE: AS INDICATED i DATE: 02/19/18 o ST1 TO TRUSS W/ (3) Y4" x 3" 31/211 DOUBLE TRUSS PARALLEL TO FLOOR SDS WOOD SCREWS N.T.S. EQUALLY SPACED/CENTERED IN 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE ATTACH TOP PLATE TO FACE OF TRUSS STUDS W/ (2) 16d TOE 32" NAILS '�`�` OIL SEE ARCH PLAN MAX. 4'-0" ABOVE FLOOR 2x4 #2 SPF STUDS @ X 24" O.C. W/ (2) 12d X I NOTCH FLOOR TOENAILS BOTTOM SHEATHING TO ACCOMMODATE 2x 2x4 SILL PLATE W/ (2) NOTCH SILL AND 1 Od NAILS @ 4" O.C. PLYWOOD FLOORING (NOTCHED @ 2x6 TO ALLOW VERTICAL VERTICAL LOCATIONS). TO SLIDE DOWN TO FACE OF TRUSS ATTACH 2x6 VERTICAL 2x6 VERTICAL AND TO TRUSS W/ (3)'/4' x 3" L -BRACE @ 6'-0" O.C. & SDS WOOD SCREWS @ ANY OPENING EQUALLY SPACED/CENTERED IN TRUSS SEE PLAN TRUSS TO OUTSIDE FACE OF TRUSS SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR N.T.S. SECTION X -X 2x4 #2 SPF STUDS @ 24" O.C. NOTCH SILL PLATE FOR VERTICAL 2x L -BRACE W/ 12d NAILS @ 4" O.C. x- 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 j — ATTACH 2x4 TO TRUSS W/ (2) Y"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) (ST01 GENERAL LANDING & 00T03 SECTION @ HANDRAIL W/ STAIR FRAMING INFO SCALE: 3/4"=V-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, LCC is strictly prohibited. W I— O '✓ U o U Z 00 Ly v� W 0 Uj ! T i,�a,=E ^ p r- rn �' VJ C�wzpCP / r j Z Q J J A Li- 2to LL] �-' U 1= � �wdNOws s LLI (gQfYO<W c Z��ZWZ T OQ�WYe F- rn Q ¢���`�n- > W ZWOo 0O a — > Z C� 0 r ' ~O y J un W J - o TW �C n = z W W Wa F,- a Q W m 0 ..7 .26 N Z 0 at W Q M , i BLDG DESIGN: --- STRUCTURALENG: MCD DRAFTING: -DESIGN: --- -STRUCT: DP QC CHECK: CC JOB No. PSQ-0204447 SCALE: AS INDICATED i DATE: 02/19/18 o ST1