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Home My WebLink About3951 Night Heron Dr (a)A ISSUE DATE I 11/03/2018 REVISIONS PROJECT: 18-0448 SCALE: AS NOTED DRAWN BY: JML & JFT COVER PAGE 00 QJ O N N O� O N U Q L- M v Lo � Z21 Ln M " o o J ISSUE DATE I 11/03/2018 REVISIONS PROJECT: 18-0448 SCALE: AS NOTED DRAWN BY: JML & JFT COVER PAGE 00 O O N N O O i W N a VN ti -6 M Ln (3) _. Ll n I� d O •i O `' Q � O ON @ o Q w n O a ISSUE DATE I 11/03/2018 REVISIONS PROJECT: 18-0448 SCALE: AS NOTED DRAWN BY: JML & JFT COVER PAGE 00 R a 14'-0" 30'-0" 16'-0" 14'-8" 1-4„ 2'•0" 1 4'•8" 11'-4" 1 T-0" 16'•0" Slab Plan "A,B,C" (Standard) SCALE: 1/8" = 1'•0" (11x17) 1/4" = 1'•0" (22x34) T-0" GENERAL NOTES KEY: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB SITE. 2. DO NOT SCALE PRINTS. CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION. 3. WATER HEATER T & P RELIEF VALVE SHALL BE FULL SIZE TO EXTERIOR WATER HEATED AT OR ABOVE FLOOR LEVEL SHALL BE IN A PAN WITH DRAIN TO EXTERIOR. WATER HEATER SHALL HAVE AN APPROVED THERMAL EXPANSION DEVICE. 4. PAVERS MAY BE USED ILO CONCRETE SLAB AT PATIO, PORCH, DRIVE AND WALKWAY. 5. IN LEIU OF TREATING THE SOIL AN ALTERNATIVE TO TERMITE TREATED SOIL CAN BE TERMICIDE. 6. BORA-CARE TO BE APPLIED ON INTERIOR WALLS IAW MANUFACTURERS INSTRUCTIONS AND SPECIFICATIONS. PURSUANT TO CH.482 OF THE FLORIDA BUILDING CODE. DOOR NOTE KEY: DOOR SIZE CALLOUT: 20 = 2'-0" 40 B.F. = T -O" BIFOLD 24 = 2'-4" 50 B.F. = 5'-0" BIFOLD 26 = 2'-6" 60 B.F. = 6'-0" BIFOLD 28 = 2'-8" 30 = T-0" " ALL INT. DOORS TO BE 6'-8" TALL U.N.O.OR PER BUILDER/CLIENT 1z IJ N dN o0 o p z U � o uauu e�eee�. /Ff �al �v o a o.O O T �c:) E O M O U O J cn LL fl) U) 0) ~ 0) Q CLor)CNC M U) N CO O Sr a A) c r-, CD .� L O O d O E Lo m co Q a- LCL c °7 W �Z �Z -0 5 E , 0 E z o u o o \ ° � H.B. \\Lu a o? ' - \\\ 4" PVC PIPE FOR Y C) \\ AIC CHASE 1'4" 6'-8" q o \\ \\\ 8'_0" S.G.D. w O ca ----- N M I \ I is w N Q) I I V -a V� I v I oA\ \ D.W. ��lA o00 w i 0- z g �� o \\ In \ \ o, T \ (OPT) I REF. �\ L J \\ M \- I + (3� i \ I - - ELEV. 0'-0" A.F.F. \\ I \\ I I I \\ \\ w I I \ \ I \ \ \\ CHASE UP TO 2ND. FLR.A/C °Q I \ Lu II of II 30 DR. L _ J frI— — _T1 Y 0 a D " O ¢ L JII TUB/ SHOWE \ W.C. 2'10.. 30„ 2.2., i LAV 28 DR. _J. 4" f N 0 W.HI N W n- 10'-5" 2'•9" 4'-0" � 2'-10" 6"Iill - 4'.0" 2'-8" 154" tV 0 0] N 0 W Z CL O H.B. 16'4" GAR. DR. 2'•0" 1 4'•8" 11'-4" 1 T-0" 16'•0" Slab Plan "A,B,C" (Standard) SCALE: 1/8" = 1'•0" (11x17) 1/4" = 1'•0" (22x34) T-0" GENERAL NOTES KEY: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB SITE. 2. DO NOT SCALE PRINTS. CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION. 3. WATER HEATER T & P RELIEF VALVE SHALL BE FULL SIZE TO EXTERIOR WATER HEATED AT OR ABOVE FLOOR LEVEL SHALL BE IN A PAN WITH DRAIN TO EXTERIOR. WATER HEATER SHALL HAVE AN APPROVED THERMAL EXPANSION DEVICE. 4. PAVERS MAY BE USED ILO CONCRETE SLAB AT PATIO, PORCH, DRIVE AND WALKWAY. 5. IN LEIU OF TREATING THE SOIL AN ALTERNATIVE TO TERMITE TREATED SOIL CAN BE TERMICIDE. 6. BORA-CARE TO BE APPLIED ON INTERIOR WALLS IAW MANUFACTURERS INSTRUCTIONS AND SPECIFICATIONS. PURSUANT TO CH.482 OF THE FLORIDA BUILDING CODE. DOOR NOTE KEY: DOOR SIZE CALLOUT: 20 = 2'-0" 40 B.F. = T -O" BIFOLD 24 = 2'-4" 50 B.F. = 5'-0" BIFOLD 26 = 2'-6" 60 B.F. = 6'-0" BIFOLD 28 = 2'-8" 30 = T-0" " ALL INT. DOORS TO BE 6'-8" TALL U.N.O.OR PER BUILDER/CLIENT 1z IJ N dN o0 o p z U � o uauu e�eee�. /Ff �al �v o a o.O O T �c:) E O M O U O J cn LL fl) U) 0) ~ 0) Q CLor)CNC M U) N CO O Sr a A) c r-, CD .� L O O d O E Lo m co Q a- LCL c °7 W �Z �Z -0 5 E , 0 E z o u o o Q) � v N C) w O ca O �D N M w N Q) V -a o 0- m In M T 0 C) � o L t0 a0 O a 0- ) O O 0" F @ U C)� 00 LN N Z 4- a O rD o c:N LL ' o O'i O z n Z > N U > i O O D C ON 0 w Q w Ln O 0 - co o �® u x Mora® c_ ISSUE DATE 11/03/2018 0 a REVISIONS 0 c w s PROJECT: 18-0448 z SCALE: AS NOTED z DRAWN BY: JML & JFT DESIGNED BY: MJS SLAB PLAN 01 H.B. 0 v y M V in 0 M A/C COMP. 30'-0" 14'•0" 16'-0" 10'4" 4'-0" 14'-8" 1'-4" (2)3050 S.H. 1 12'•8" Dining Room 9'-4" CLG. 5'-3" 3'-5" 3'-4" 1i -T12" TOP EXT. --- - — Covered Lanai o z 9'-4" CLG. F.F.F. ' 1'-4" 8'-0" V-8" 4" 8'-0" x 8:-0" S.G.D. 16'-8" FRAME 34 1/2" KNEEWALL A V BELOW 36" BARTOP VENT i o TO EXT. p,yV, OBS V �y w Ca ¢ O 0LI Kitchen 9'-4" CLG. 12'-8" 6'•0" I COUNTERTOPS @ (OPT) CABINET 36" NT.-wfCAB, ABV.- REF. PANTRY L — _J 112" GYPSUM BOARDS I STORAGE I APPLIED TO E� SLOPED CLG. THE UNDER N _ a I STAIR SURFACE AND c ¢17 ; OPEN TO J 9'-4" CLG. CU w a ABOVE 8" Lu 3.10" Y 3.10" T -O" 4,-4„ 2'-8 —= a LINE OF 2ND. 4 r) r FLR. ABOVE 9'-4" CLG. Fo er M y 9'-4" CLG. 8'•0" \ wT N T-10" 3'-0" 2'-2" Elnt � 9'-4" CLG F.F.F. I 8'•0" Ln_ ry 9'-4" CLG. �- 9..6, wi 16,. 0 o�fIISII a= F I� �e �iL�ll M.T. L J LAV 18'-4" �3. Gathering Room 9'-4" CLG. _ 0 T-8" V-10" 4'-6" VANITY w/ I? MIRRORABV. WH Z-) FULL WALL I 2-4- L ' 4„ L LINE FFLOORABV_ — — — —_ wz _22 X 48" a _ ATTIC 518" TYPE X DRYWALL v> -ACCESS— J ON CEILING (TYP) q it -----g -- ------ 2 Car Gara e 9'-4" CLG F.F.F. I I I I I I I I I I 16'-0" x T-0" GAR. DR. 2'-0" 4'-8" 11'•4" 1 3'.0" 1 16'-0" 3'.0" 8'•0" 22-4- 30'.0" First Floor Plan 'A,B,C" (Opt. Office ilo Bedroom 2) SCALE: 1/8" = 1'-0" (11x17) 1/4" = 1'.0" (22x34) H.B. Y V o Y oQ 0 w LD m 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 SPEC'S. 11. REFER TO DETAIL SHEETS FOR FLASHING REQUIREMENTS AT ALL WOOD TO MASONRY INTERFACES. 12. ALL INTERIOR FRAME WALL DIMENSIONS TO BE 3 ;" U.N.O. 13. ALL EXTERIOR BLOCK WALL DIMENSIONS TO BE 7 z' U.N.O. 14. ALL INT. FIRST FLOOR CEILINGS AT 9'-4" U.N.O. •• ALL INT. SECOND FLOOR CEILINGS AT 9'-0" U.N.O. 15. C.M.U. & FRAME WALL SYSTEM SEGMENTS WHICH HAVE AN UNINTERRUPTED LENGTH OF 12'-0" OR MORE SHALL BE CONSIDERED SHEAR WALL SWS = SHEAR WALL SEGMENTS. 16. OPENING BETWEEN GARAGE AND RESIDENCE SHALL BE EQUIPPED w/ A 20 MIN. FIRE RATED SOLID WOOD OR HONEYCOMB CORE STEEL DOOR NOT LESS THAN 1 3/8" THICKNESS AS PER FBC-R302.5.1. 17. INSTALL 5/8" TYPE X DRYWALL ON GARAGE CEILING BENEATH HABITABLE ROOMS (TYP.) 18. GARAGE DOOR TO BE CERTIFIED BY MFR. FOR 140 M.P.H. 19. ALL TUB & SHOWER UNITS WILL HAVE ANTI -SCALDING DEVICES INSTALLED. 20, ALL OPERABLE WINDOWS LOCATED MORE THAN 72" ABV. SURFACE BELOW SHALL HAVE THE LOWEST PORTION OF WINDOW CLEAR OPENING A MIN. OF 24" ABOVE FINISHED FLOOR BEING SERVER PER (FBC-R312.2). 21. ALL INT. DOORS TO BE 6-8" TALL U.N.O. OR PER BUILDER / CLIENT 22. 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE OF WALL TO UNDERSIDE OF DECKING DOOR NOTE KEY: DOOR SIZE CALLOUT: 20 = 2'-0" 40 B.F. = T-0" BIFOLD 24 = 2'-4" 50 B.F. = T-0" BIFOLD 26 = 2'-6" 60 B.F. = 6'-0" BIFOLD 28 = 2'-8" 30 = T-0" WINDOW NOTE KEY: WINDOW SIZE CALLOUT 2040 = 2'-0" x 4'-0" 2050 = 2'-0" x 5'-0" 2060 = 2'-0" x 6'-0" • ALL WINDOW CALLOUTS ARE MEASURED IN FEET & INCHES AS PER THE EXAMPLE TABLE ABOVE. Area Tabulations 2'-8" IN 0 a = W.l.c. 9'-4" CLG. SHOWE 9'-4" CLG U_ N w T.P.W.C. R&S VANITY w/ I? MIRRORABV. WH Z-) FULL WALL I 2-4- L ' 4„ L LINE FFLOORABV_ — — — —_ wz _22 X 48" a _ ATTIC 518" TYPE X DRYWALL v> -ACCESS— J ON CEILING (TYP) q it -----g -- ------ 2 Car Gara e 9'-4" CLG F.F.F. I I I I I I I I I I 16'-0" x T-0" GAR. DR. 2'-0" 4'-8" 11'•4" 1 3'.0" 1 16'-0" 3'.0" 8'•0" 22-4- 30'.0" First Floor Plan 'A,B,C" (Opt. Office ilo Bedroom 2) SCALE: 1/8" = 1'-0" (11x17) 1/4" = 1'.0" (22x34) H.B. Y V o Y oQ 0 w LD m 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 SPEC'S. 11. REFER TO DETAIL SHEETS FOR FLASHING REQUIREMENTS AT ALL WOOD TO MASONRY INTERFACES. 12. ALL INTERIOR FRAME WALL DIMENSIONS TO BE 3 ;" U.N.O. 13. ALL EXTERIOR BLOCK WALL DIMENSIONS TO BE 7 z' U.N.O. 14. ALL INT. FIRST FLOOR CEILINGS AT 9'-4" U.N.O. •• ALL INT. SECOND FLOOR CEILINGS AT 9'-0" U.N.O. 15. C.M.U. & FRAME WALL SYSTEM SEGMENTS WHICH HAVE AN UNINTERRUPTED LENGTH OF 12'-0" OR MORE SHALL BE CONSIDERED SHEAR WALL SWS = SHEAR WALL SEGMENTS. 16. OPENING BETWEEN GARAGE AND RESIDENCE SHALL BE EQUIPPED w/ A 20 MIN. FIRE RATED SOLID WOOD OR HONEYCOMB CORE STEEL DOOR NOT LESS THAN 1 3/8" THICKNESS AS PER FBC-R302.5.1. 17. INSTALL 5/8" TYPE X DRYWALL ON GARAGE CEILING BENEATH HABITABLE ROOMS (TYP.) 18. GARAGE DOOR TO BE CERTIFIED BY MFR. FOR 140 M.P.H. 19. ALL TUB & SHOWER UNITS WILL HAVE ANTI -SCALDING DEVICES INSTALLED. 20, ALL OPERABLE WINDOWS LOCATED MORE THAN 72" ABV. SURFACE BELOW SHALL HAVE THE LOWEST PORTION OF WINDOW CLEAR OPENING A MIN. OF 24" ABOVE FINISHED FLOOR BEING SERVER PER (FBC-R312.2). 21. ALL INT. DOORS TO BE 6-8" TALL U.N.O. OR PER BUILDER / CLIENT 22. 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE OF WALL TO UNDERSIDE OF DECKING DOOR NOTE KEY: DOOR SIZE CALLOUT: 20 = 2'-0" 40 B.F. = T-0" BIFOLD 24 = 2'-4" 50 B.F. = T-0" BIFOLD 26 = 2'-6" 60 B.F. = 6'-0" BIFOLD 28 = 2'-8" 30 = T-0" WINDOW NOTE KEY: WINDOW SIZE CALLOUT 2040 = 2'-0" x 4'-0" 2050 = 2'-0" x 5'-0" 2060 = 2'-0" x 6'-0" • ALL WINDOW CALLOUTS ARE MEASURED IN FEET & INCHES AS PER THE EXAMPLE TABLE ABOVE. Area Tabulations 2'-8" _ 0 a B,2 TUB/ 9'-4" CLG. SHOWE sf U_ N w T.P.W.C. o Total Living: o VANITY w/ I? MIRRORABV. WH Z-) FULL WALL I 2-4- L ' 4„ L LINE FFLOORABV_ — — — —_ wz _22 X 48" a _ ATTIC 518" TYPE X DRYWALL v> -ACCESS— J ON CEILING (TYP) q it -----g -- ------ 2 Car Gara e 9'-4" CLG F.F.F. I I I I I I I I I I 16'-0" x T-0" GAR. DR. 2'-0" 4'-8" 11'•4" 1 3'.0" 1 16'-0" 3'.0" 8'•0" 22-4- 30'.0" First Floor Plan 'A,B,C" (Opt. Office ilo Bedroom 2) SCALE: 1/8" = 1'-0" (11x17) 1/4" = 1'.0" (22x34) H.B. Y V o Y oQ 0 w LD m 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 SPEC'S. 11. REFER TO DETAIL SHEETS FOR FLASHING REQUIREMENTS AT ALL WOOD TO MASONRY INTERFACES. 12. ALL INTERIOR FRAME WALL DIMENSIONS TO BE 3 ;" U.N.O. 13. ALL EXTERIOR BLOCK WALL DIMENSIONS TO BE 7 z' U.N.O. 14. ALL INT. FIRST FLOOR CEILINGS AT 9'-4" U.N.O. •• ALL INT. SECOND FLOOR CEILINGS AT 9'-0" U.N.O. 15. C.M.U. & FRAME WALL SYSTEM SEGMENTS WHICH HAVE AN UNINTERRUPTED LENGTH OF 12'-0" OR MORE SHALL BE CONSIDERED SHEAR WALL SWS = SHEAR WALL SEGMENTS. 16. OPENING BETWEEN GARAGE AND RESIDENCE SHALL BE EQUIPPED w/ A 20 MIN. FIRE RATED SOLID WOOD OR HONEYCOMB CORE STEEL DOOR NOT LESS THAN 1 3/8" THICKNESS AS PER FBC-R302.5.1. 17. INSTALL 5/8" TYPE X DRYWALL ON GARAGE CEILING BENEATH HABITABLE ROOMS (TYP.) 18. GARAGE DOOR TO BE CERTIFIED BY MFR. FOR 140 M.P.H. 19. ALL TUB & SHOWER UNITS WILL HAVE ANTI -SCALDING DEVICES INSTALLED. 20, ALL OPERABLE WINDOWS LOCATED MORE THAN 72" ABV. SURFACE BELOW SHALL HAVE THE LOWEST PORTION OF WINDOW CLEAR OPENING A MIN. OF 24" ABOVE FINISHED FLOOR BEING SERVER PER (FBC-R312.2). 21. ALL INT. DOORS TO BE 6-8" TALL U.N.O. OR PER BUILDER / CLIENT 22. 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE OF WALL TO UNDERSIDE OF DECKING DOOR NOTE KEY: DOOR SIZE CALLOUT: 20 = 2'-0" 40 B.F. = T-0" BIFOLD 24 = 2'-4" 50 B.F. = T-0" BIFOLD 26 = 2'-6" 60 B.F. = 6'-0" BIFOLD 28 = 2'-8" 30 = T-0" WINDOW NOTE KEY: WINDOW SIZE CALLOUT 2040 = 2'-0" x 4'-0" 2050 = 2'-0" x 5'-0" 2060 = 2'-0" x 6'-0" • ALL WINDOW CALLOUTS ARE MEASURED IN FEET & INCHES AS PER THE EXAMPLE TABLE ABOVE. Area Tabulations Living: :r J J� 1st floor: 1,186 sf 2nd Floor: 1,227 sf Total Living: 2,413 sf entry: 99 sf covered lanai: 117 sf garage: 455 sf Total Area: 3,084 sf W N CD CN O U O J to LL i) Cn I,- Q Q a� E m CO O O) cl- p L O CD 0 E `. 00 Q 0_ LL c w N Z Q) Z �g 0 w 0 w mu u o N 1 O O CD N N O 6 cn o Q�W N a c N Ln O V) tDn c a) al u d. o �n Q a1 CD c +1 o @ O a w Ln o 0 - ISSUE DATE I 11/03/2018 I REVISIONS PROJECT: 18-0448 SCALE: AS NOTED IDRAWN BY: JML & JFT nFalrnlGn Ftv nn is FLOOR PLAN 02.1 • Q ° c\1Lu :r J J� 1:9 Iw 'l $t �11j PP` °°° 1111 1 1 111 0'x.\ CD CN O U O J to LL i) Cn I,- Q Q a� E m CO O O) cl- p L O CD 0 E `. 00 Q 0_ LL c w N Z Q) Z �g 0 w 0 w mu u o N 1 O O CD N N O 6 cn o Q�W N a c N Ln O V) tDn c a) al u d. o �n Q a1 CD c +1 o @ O a w Ln o 0 - ISSUE DATE I 11/03/2018 I REVISIONS PROJECT: 18-0448 SCALE: AS NOTED IDRAWN BY: JML & JFT nFalrnlGn Ftv nn is FLOOR PLAN 02.1 4 30'.0" 13'-4"i 16'-8" • 3'.0" 10%8" T-0" 3050 S.H. 3050 S.H. —�� 9'-0» CLG. r---------- — — — — - I I I I I I I I I I o J I Master Suite o f 10'-0" TRAY CLC. I N TEMP GLASS ENCLOSURE OVER 42" HIGH KNEEWALL (TYP.) /FF— VANITY -VO _ -- -------- W.C. N °- w/w0 9'•0" T.PiC iv g f- MIRRORABV. CLG. SHOWER iN M.B R & S VALVE °9 4" — — — 9'•0" CLG. F-3"1 0�� 5'•10" tib in � u a OP IN T B Q� ill Y VANITY w/ o "' W.Q.C. � IS tW- PER " MIRROR ABV.9'-0 II��I O f�5 F. \ — — — CLG.— LAV SH \ R&S 8" '-4" 3'-8" 6••0" 10-.0- 1 q R @ 7 �132'1 0'•0"1qR@7/32'! iv36" ND (T) o o o — — — — — — — — — -- ri Loft OPEN TO = BELOWZ 9'•0" CLG. Y III M 4 4'-2" V-10" 2'4" 6'-0" T-6" 6'-6" ry� io AlfV °Q 50 B.F. I 11'0„ 21.4" 6'p" ------- LL - R&S co xs o Bedroom 3 O ?� =IN -- R&S -- _� 9'•0» CLG. EO 22?' x 30 o c� ATTIC w ACCESS ;q \ 202C F.G. u\ q n M. I CHASE\ � T.P. \�'SO4 LAV' Bedroom 4 ti� D q 9'-0" CLG. yyC, o O j VANITY W/ io MIRROR ABV. T.B. B.3 / 419'•0" CLG. O WER 203q F.G. (TE P) �* l 2030iF.G. 3050 S.H. L--------- (TE P) (EG ESS) I I I I I ao I fV I I I I I L 4'-4" T-8" i 2'•10" T-10" 2'-8" 2'-8" 8'-6" [ 2'-6" 8'4" 5' 18" 5'-4" 30'.0" Second Floor Plan (Standard) SCALE: 1/8" = 1'•0" (11x17) 1/4" = 1'•0" (22x34) 0 t7 x U5 4" d e®® 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 2' U.N.O. 14. ALL INT. FIRST FLOOR CEILINGS AT 9'-4" U.N.O. •• ALL INT. SECOND FLOOR CEILINGS AT 9'-0" U.N.O. w 15. C.M.U. & FRAME WALL SYSTEM SEGMENTS WHICH HAVE AN UNINTERRUPTED LENGTH OF 12'-0" OR z MORE SHALL BE CONSIDERED SHEAR WALL SWS = o SHEAR WALL SEGMENTS. 0 16. OPENING BETWEEN GARAGE AND RESIDENCE SHALL BE EQUIPPED W/ A 20 MIN. FIRE RATED SOLID WOOD OR HONEYCOMB CORE STEEL DOOR NOT LESS THAN o 1 3/8" THICKNESS AS PER FBC-R302.5.1. 0 17. INSTALL 5/8" TYPE X DRYWALL ON GARAGE CEILING z w BENEATH HABITABLE ROOMS (TYP.) 18. GARAGE DOOR TO BE CERTIFIED BY MFR. FOR 140 M.P.H. w 0 19. ALL TUB & SHOWER UNITS WILL HAVE ANTI -SCALDING DEVICES INSTALLED. a 20. ALL OPERABLE WINDOWS LOCATED MORE THAN 72" o ABV. SURFACE BELOW SHALL HAVE THE LOWEST N PORTION OF WINDOW CLEAR OPENING A MIN. OF 24" z ABOVE FINISHED FLOOR BEING SERVER PER Q a_ o_ (FBC-R312.2). W 21. ALL INT. DOORS TO BE 6'-8" TALL U.N.O. OR PER BUILDER / CLIENT z 0 22. 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE o OF WALL TO UNDERSIDE OF DECKING DOOR NOTE KEY: DOOR SIZE CALLOUT: 20 = 2'-0" 40 B.F. = 4'-0" BIFOLD 24 = 2'-4" 50 B.F. = T-0" BIFOLD 26 = 2'-6" 60 B.F. = 6'-0" BIFOLD 28 = 2'-8" cq 30 = T-0" WINDOW NOTE KEY: WINDOW SIZE CALLOUT: 2040 = 2'-0" x T-0" 2050 = 2'-0" x 5'-0" 2060 = 2'-0" x 6'-0" • ALL WINDOW CALLOUTS ARE MEASURED IN FEET & INCHES AS PER THE EXAMPLE TABLE ABOVE. W N a vi r °p 7N W N CU o Q � =! CD m _1 Z - Q�u O e OCD � O M O U O J fn 7 C r U) ti in Q O.. N O CD U 0 C a) C 0) C (8- 0 CD d LO e0 Q Q_ LL c � W N z �z -o S m a E 0 K 111110— W O m w s u o O O N O 4�k L "p 4 O Z) C:) (n) O '- � 00 N U N Ln v- ri C M n O @ n C: w LL o .5 Q > -0.) � O O � c C) 0 Q W Lf1 0 CL ISSUEDATE 1 11/03/2018 REVISIONS Y PROJECT: 18-0448 z SCALE: AS NOTED a DRAWN BY: JML & JFT FLOOR PLAN 03 v Q) .n N _ rE V O - O b N M z M -0 _ N ��LL _J r i � " 5 ® Z o M C Ln to i „ J O O N O 4�k L "p 4 O Z) C:) (n) O '- � 00 N U N Ln v- ri C M n O @ n C: w LL o .5 Q > -0.) � O O � c C) 0 Q W Lf1 0 CL ISSUEDATE 1 11/03/2018 REVISIONS Y PROJECT: 18-0448 z SCALE: AS NOTED a DRAWN BY: JML & JFT FLOOR PLAN 03 8" SCALE: 3/4" = V-0" (11x17) 11/2" = V-0" (24x36) d" OVERHANG DETAIL FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. '.'MIN. THICK PORTLAND CEMENT FINISH PER TABLE R702.1(1), WATER RESISTIVE BARRIER PER FBC R703.2 INSTALLED CONTINUOUS & INDEPENDENTLY OVER 16" O.S.B. SHEATHING ON 12 METAL LATH SECURED PER R703.7.1 WITH WEEP 61 SCREED PER R703.7.2.1 AND FLASHING PER R703.4 ALL COMPLIANT WITH ASTM C926,01063, C920, AND C1281 (TYP.) -_ 12 6 9'-0"BRG. HT. (� ----- --- _ -- - -- 9'4" BRG. HT. _ @ SECOND FLOOR T @ SECOND FLOOR _ T-8" HDR. HT. T - T-8" HDR. HT. @ SECOND FLOOR 11'-0"I @SECOND FLOOR F 1x6 SMOOTH FINISH BAND — FR _ (TYP.) Lu - - - O - - — Tl FT v Z - N m 10'-8" BRG. HT. @ ENTRY ---- 10'-8 3/4" FIN. FLR. HT. ��- w� - - o @SECOND FLOORLu 10'-8 3/4" FIN. FLR. HT. ____ _-- - --- @ SECOND FLOOR 9'4" BRG. HT. 4IJ. \ - -- --- 9'-4" BRG. HT. _ 8'-0" HDR. HT. Q/ 8'-0" HDR. HT. DET.3 I� 1x6 SMOOTH FINISH BAND (TYP.) 9'-0" BRG. HT. @ SECOND FLOOR Y — T-8" HDR. HT, @ SECOND FLOOR 8' MIN. THICK PORTLAND CEMENT FINISH PER TABLE R702.1(1), WATER RESISTIVE BARRIER PER FBC R703.2 INSTALLED CONTINUOUS & INDEPENDENTLY OVER 16" O.S.B. SHEATHING ON METAL LATH SECURED PER R703.7.1 WITH WEEP SCREED PER R703.7.2.1 AND FLASHING PER R703.4 ALL COMPLIANT WITH ASTM C926, C1063, C920, AND C1281 (TYP.) 10'-8 3/4" FIN. FLR. HT._ @ SECOND FLOOR 9'4" BRG. HT. 8'-0" HDR. HT. V-0" FIN. FLR. Front Elevation "C" (Standard) SCALE: 1/8" = 1'-0" (11x17) 1/4" = T-0" (22x34) Rear Elevation "C" (Standard) SCALE: 1/8" = 1'-0" (11x17) 1/4" = TV (22x34) 9'-0" BRG. HT. @ SECOND FLOOR T-8" HDR. HT. _ @ SECOND FLOOR 10'-8 3/4" FIN. FLR. HT. @ SECOND FLOOR 9'4" BRG. HT. _ 8'-0" HDR. HT. _ MIN. THICK PORTLAND BENT FINISH PER TABLE 2.1(1) OVER C.M.U. P.) U-0" FIN. FLR. Roof Layout SCALE: 1/8" = 1'-0" (11x17) 1/4" = 1'-0" (2204) 1x2 OVER 1x6 SMOOTH FINISH Q) r � T T' ° EZ U) . o Q) c BAND (TYP.) RANDOM SIZE CULTURED ^� �a PROJECT: 18-0448 � a % ©� TNT V' r (D j M ( ) 1x8 SMOOTH FINISH BAND STONE ON OUTER FACE ONLY D (TYP.) J N V/ _ LL -, U ©©r -o O i z (TYP.) DEC. LIGHTING (TYP.) M� 112" MIN. THICK PORTLAND CEMENT FINISH PER TABLE R702,1(1) OVER C.M.U. �P � m L © � M 4� O J � 0'-0" FIN. FLR. \ __ 0'-0" FIN. FLR. 1x6 SMOOTH FINISH BAND (TYP.) 9'-0" BRG. HT. @ SECOND FLOOR Y — T-8" HDR. HT, @ SECOND FLOOR 8' MIN. THICK PORTLAND CEMENT FINISH PER TABLE R702.1(1), WATER RESISTIVE BARRIER PER FBC R703.2 INSTALLED CONTINUOUS & INDEPENDENTLY OVER 16" O.S.B. SHEATHING ON METAL LATH SECURED PER R703.7.1 WITH WEEP SCREED PER R703.7.2.1 AND FLASHING PER R703.4 ALL COMPLIANT WITH ASTM C926, C1063, C920, AND C1281 (TYP.) 10'-8 3/4" FIN. FLR. HT._ @ SECOND FLOOR 9'4" BRG. HT. 8'-0" HDR. HT. V-0" FIN. FLR. Front Elevation "C" (Standard) SCALE: 1/8" = 1'-0" (11x17) 1/4" = T-0" (22x34) Rear Elevation "C" (Standard) SCALE: 1/8" = 1'-0" (11x17) 1/4" = TV (22x34) 9'-0" BRG. HT. @ SECOND FLOOR T-8" HDR. HT. _ @ SECOND FLOOR 10'-8 3/4" FIN. FLR. HT. @ SECOND FLOOR 9'4" BRG. HT. _ 8'-0" HDR. HT. _ MIN. THICK PORTLAND BENT FINISH PER TABLE 2.1(1) OVER C.M.U. P.) U-0" FIN. FLR. Roof Layout SCALE: 1/8" = 1'-0" (11x17) 1/4" = 1'-0" (2204) O r' O E M O U O J � 7 LL Cfl U) T Q 0- 0') O N M U) N CO o c: N cti O �- O O d E O E �SLO " 00 Q n_ LL c � � w N Z Z �g w a E o w s � w E _� N w w (1 o ISSUE DATE Q) V Na � Q 4� " ° EZ U) . o Q) c O r' O E M O U O J � 7 LL Cfl U) T Q 0- 0') O N M U) N CO o c: N cti O �- O O d E O E �SLO " 00 Q n_ LL c � � w N Z Z �g w a E o w s � w E _� N w w (1 o O O N Q) L (u � c� O O 6 O V) fuU cr-, 00 rj Lna c: O n c v LL dov O LA c 0- -0 ai O c c oN m Q w Ln O o - W :�i ISSUE DATE Q) Q) REVISIONS o Q) c �a PROJECT: 18-0448 � a I TNT V' DRAWN BY: JML & JFT (D OM L M ( ) r J N V/ _ LL U -o O i z o M� � m � M 4� O J O O N Q) L (u � c� O O 6 O V) fuU cr-, 00 rj Lna c: O n c v LL dov O LA c 0- -0 ai O c c oN m Q w Ln O o - W :�i ISSUE DATE I 11/03/2018 0 REVISIONS o c �a PROJECT: 18-0448 SCALE: AS NOTED > z z DRAWN BY: JML & JFT DESIGNED BY: MJS 0 r ELEVATIONS "C" 04.0 9'-0" BRG. HT. @ SECOND FLOOR T-8" HDR. HT. @ SECOND FLOOR 10'-8 3/4" FIN. FLR. HT. F - x @ SECOND FLOOR c� 9'-4" BRG. HT. ` _ 8'-0" HDR. HT. 8' -0" --HDR. HT. U-0" FIN. FLR. e" MIN. THICK PORTLAND CEMENT FINISH PER TABLE R702.1(1), WATER RESISTIVE BARRIER PER FBC R703.2 INSTALLED CONTINUOUS & INDEPENDENTLY OVER 16" O.S.B. SHEATHING ON METAL LATH SECURED PER R703.7.1 WITH WEEP SCREED PER R703.7.2.1 AND FLASHING PER R703.4 ALL COMPLIANT WITH ASTM C926, C1063, C920, AND C1281 (TYP.) _ 9'-0" BRG. HT. , @ SECOND FLOOR T-8" HDR. HT. @ SECOND FLOOR H x C7 w z 12 N m 6 w 10'-8 3/4" FIN. FLR. HT.— o @ SECOND FLOOR } == - 9'4' BRG. HT. -- 8'-0" HDR. HT. 1/2" MIN, THICK PORTLAND CEMENT FINISH PER TABLE R702.1(1) OVER C.M.U. (TYP.) U-0" FIN. FLR. FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. El- i 7� ALL HORIZONTAL & VERTICAL CONTROL JOINTS PER ASTM 1063 L LJ El - R Left Elevation "C" (Standard) SCALE: 1/8" = T-0" (11x17) 1/4" = T-0" (22x34) FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. F MIN. THICK PORTLAND CEMENT FINISH PER TABLE R702.1(1), WATER RESISTIVE BARRIER PER FBC R703.2 INSTALLED CONTINUOUS & INDEPENDENTLY OVER 16' O.S.B. SHEATHING ON METAL LATH SECURED PER R703.7.1 WITH WEEP SCREED PER R703.7.2.1 AND FLASHING PER R703.4 ALL COMPLIANT WITH ASTM C926, C1063, C920, AND C1281 (TYP.) V-0" BRG. HT. @ SECOND FLOOR T-8" HDR. HT. @ SECOND FLOOR 12 1 6 HORIZONTAL & VERTICAL CONTROL JOINTS PER ASTM 1063 Right Elevation "C" (Standard) SCALE: 1/8" = T-0" (11x17) 1/4" = T.0" (2204) T-0" BRG. HT. @ SECOND FLOOR T-8" HDR. HT. @ SECOND FLOOR J\ F - x \{ c� h Lu x cu O c j 8' -0" --HDR. HT. -- o -- — -6 10'-8" BRG. HT. @ ENTRY L=�7- 10'-8 3/4" FIN. FLR. HT. @ SECOND FLOOR o C9 9, 4„ BRG. HT. _ N_ Q"" CO � Q o T-0" HDR. HT. _ ZQ , s5 z° c �•: O 112" MIN. THICK PORTLAND CEMENT FINISH PER TABLE R702.1(1) OVER C.M.U. (TYP,) _ �-- RANDOM SIZE CULTURED t] STONE ON OUTER FACE ONLY a) J fn (TYP.) U) Uj fn ti N Q am E M U) � O O O N r_ + I,_ 4) O � O . _ ' O c:) d O E `f 0'-0" FIN. FLR. _ cu 00 Q Q- LL C � 12 1 6 HORIZONTAL & VERTICAL CONTROL JOINTS PER ASTM 1063 Right Elevation "C" (Standard) SCALE: 1/8" = T-0" (11x17) 1/4" = T.0" (2204) T-0" BRG. HT. @ SECOND FLOOR T-8" HDR. HT. @ SECOND FLOOR J\ 10'-8 314" FIN. FLR. HT_. \{ @ SECOND FLOOR h 9'-4" BRG. HT. cu O c j 8' -0" --HDR. HT. �l 0'-0" FIN. FLR. I w O W N Od co .N c N cu O c j U � J O C, - z C9 N_ Q"" CO � Q o ZQ , s5 z° c �•: O O � d O ti O E O U a) J fn 7 u- U) Uj fn ti N Q am E M U) � O O O N r_ + I,_ 4) O � O . _ ' O c:) d O E �- . . Lo m x cu 00 Q Q- LL C � W N Z Z Qg °) a E o � t Lu E z o� �LU Damao 7W V D N Q) V) N C) O N O b N � � " 1 L m O z M m Lr)ru at cn � M 0 J O O N Co � CT (n O f OC 00 N U N Ln M 0 V) N n C a) u OO n Q. > -0 (1) o c 4D N C Q w an O a 1® ISSUE DATE 11/03/2018 REVISIONS PROJECT: 18-0448 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS ELEVATIONS "C" 05.0 NOTES: 1. STAIRWAY CONSTRUCTION TO CONFORM TO FBCR 2017, 6TH EDITION SECTION R311.7 2. MAX HT. OF RISER TO BE 7 3/4". 3. MIN. WIDTH OF TREAD TO BE 9" (EXCLUSIVE OF NOSING. 4. ALL TREADS LESS THAN 10" IN WIDTH SHALL HAVE APPROX. 1" OF NOSING. 5. 3/16" MAX VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER. 6. 3/8" MAX VARIATION IN ANY RISE/TREAD. 7. HAND RAIL CIRCULAR CROSS SECTION DIA. TO BE 1 1/4" - 2" OR TO PROVIDE EQUIVALENT GRASPABILITY. 8. UNDER MIN. 6" WIDE @NARROW END. 9. 34'-38" HANDRAIL HT. 10. HEADROOM CLEARANCE MIN 6'-811 . _,.. , ...... BETWEEN STRINGERS - ATTACH TO SLAB w/ 12d CUT NAILS @ 6" O.C. AND (2) 12d EACH END OF 2x4TOE NAILED TO STRINGER. TYP. STAR CONNECT. SCALE: 3/4" = T-0" (11x17) 1 1/2" = T-0" (22"x34") 1x8 CAP CASING. 10" - 1x8 SKIRT B2x4 @ 24" O.C. D. �� 2x12 TREADS CUT TO FIT / % _ SHEETROCK 1" Q 1/2" PLYWD. BLOCKING BOTTOM PLATE I i 2 g 12 STRINGERS ; PRE-ENGINEERED FLOOR TRUSSES @ 24" O.C. DATA: TOTAL RISE: 10-8 3/4" (18 RISERS @ 7.15 " EA.) (SEE TRUSS LAYOUT) TOTAL RUN: 17 (17 TREADS @ 10" EA.) TREAD & M SER DETA� L SCALE: 3/4" = T-0" (11x17) 1 1/2" = T-0" (2204) 3/4" PLYWD. 2x JOISTS 16" O.C. MAX 2x LEDGER ATTACHED TO STUDS w/ (2) 12d NAILS @ EACH STUD HUS26 JOISTS TO LEDGER 2x'S @ 16" O.C. MAX. ADD 2x VERTICALS @ 16" O.C. AS REQUIRED BY MUNICIPALITY -TO BE PLACED DIRECTLY UNDER LEDGER L AND NG CONNECT. HALF WALL DETM L SCALE: 3/4" = T-0" (11x17) 1 1/2" = T-0" (22x34) 3/4" PLYWD. _ 9'-0" BRG. HT. @ SECOND FLOOR _ T-8" HDR. HT. @ SECOND FLOOR 10'-8 3/4" FIN. FLR. HT. @ SECOND FLOOR 9'-4" BRG. HT, 8'-0" HDR. HT. 0'-0" FIN. FLR. PRE-ENGINEERED FLOOR TRUSSES 24" O.C. 2 x 4 LEDGER IN BETWEEN STRINGERS ATTACH TO FLOOR TRUSS w/ 12d NAILS @ 6" O.C. @ (2)12d @ EACH END OF LEDGER TOE -NAILED TO STRINGER. CI ETAT s STANRZ CONNECT. (a- FLFR. TRUSS SCALE: 3/4" = TV (11x17) 1 1/2" = TV (22x34) PLATFORM FRAMING SCALE: 3/4" = T-0" (11x17) 1 1/2" = TV (2204) STRINGER TO FLOOR TRUSS S3 06 HANDRAIL R311.7 6TH EDITION - FBCR (2017) 34"-38" ABV. TREAD NOSING ON OPPOSITE WALL. S5 06 (3) 2 x 12'S S2K(Fj r; @) STRINGERS � '� N 06EQUALLY U S4SPACED c`a 06 ° o GYPSUM O RDS tN O M LIED TO ALL - N M ---- LL UNDER STAIR U @ n v L- 06 SURFACE AND O MUS o _� o SIDES OO N T-6" 9'-2" LANDING 11T @ 10" Stair Section SCALE: 3/8" = TV (11x17) 3/4" = T-0" (22x34) Stair Details SCALE: 3/4" = T-0" (11x17) 1 1/2" = T.0" (22x34) 'J .1i\" m fill l lll��` 0 'CD o 10 o � U cfl 0) U) p- < Q a� 0 o C:) . �o c) E S cu tt cu o < LL 3: u N Z LwBm�Z o a 0 EZ o � N N V ❑ 0 a) � N U c`a ° o 6 O tN O M N LL O U @ n v L- 'i 'z O z o M o v OO N Ln w Q C W Ln 0, V) M n. a-+ J 0 0 � N c`a ° o 6 O O @ n v o O 'i O z cl o v OO N C L w Q C W Ln o n. ISSUE DATE 11/03/2018 REVISIONS PROJECT: 18-0448 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS SECTIONS 06 EXTRA DUTY 0 WP 11 First Floor Electrical Plan "AAC" (Opt. Office ilo Bedroom 2) SCALE: 1/8" = T-0" (11x17) 1/4" = TV (22x34) OPTIONAL OVERHEAD SERVER RECESSED LIGHT Q I --o SAME AS UNDERGROUND WALL WASH RECESSED w 0 DA p d- O r,- E 220 V RECEPTACLE a w ® 200 AMP AWP WATER PROOF RECEPTACLE 2 L.V. SERVICE AMP 410 SCR AL. NEMA 3 METER O O w WALL SWITCH o SEE FLOOR PLAN FOR FUSE SIZE z 3 -WAY SWITCH < MAIN a DIMMER SWITCH o it TELEPHONE JACK DISC. CABLE JACK w A/C DISC. PRE -WIRE GARAGE DOOR OPENER w FLUORESCENT LIGHT z #14 COPPER TO LIGHTS AND OUTLETS ELECTRICAL PANEL 0o CHIME 0 #10 COPPER TO WATER HEATER DOOR BELL / GARAGE DOOR SWITCH TYP. DISCONNECT SWITCH ► #8 COPPER TO RANGE ELECTRICAL METER � ELECTRICAL 0 SMOKE DETECTOR c �n #8 TO AIC UNDERGROUND— PANEL L9 wA SERVICE BY (20 CIRCUITS) POWER CO. N SERVICE TO BE BONDED TO FOOTING STEEL NOTE: ALL ELECTRICAL WORK AND MATERIAL PROVIDED SHALL COMPLY WITH THE FLORIDA BUILDING CODE. (2017) THE ABOVE ELECTRICAL LAYOUT IS FOR BID PURPOSE ONLY. 200 AMP ELECTRICAL RISER GENERAL NOTES KEY: 1. BUILDER TO VERIFY EXACT LOCATION OF FLOOR OUTLETS IN FIELD. 2. ALL OUTLETS ARE TO BE AFCI PROTECTED. 3. ALL 15A AND 20A 120V BRANCH CIRCUITS WILL BE AFCI PROTECTED. 4. ALL 15A AND 20A 120V BRANCH CIRCUITS LOCATED IN THE GARAGE AND LAUNDRY WILL BE GFCI PROTECTED. 5. ALL GARAGE BAYS WILL HAVE DEDICATED GFCI OUTLET. 6. ALL OUTLETS LOCATED IN THE KITCHEN AND BATHROOMS ARE TO BE GFCI PROTECTED. 7. DW. AND GARBAGE DISPOSAL ARE TO BE GFCI PROTECTED. 8. EXCEPTIONS TO THE GFCI STIPULATION WILL BE ALLOWED ONLY IF ALLOWED PER CURRENT NFPA/NEC. 9. OUTLETS LOCATED IN THE LAUNDRY ARE TO BE GFCI AND AFCI PROTECTED. 10. OUTLETS LOCATED WITHIN 64" OF A WET AREA ARE TO BE GFCI PROTECTED. 11. ALL OUTLETS OVER COUNTERTOPS TO BE 42" A.F.F. (U.N.O.). 12. ALL SMOKE/CARBON MONOXIDE DETECTORS ARE TO BE HARD WIRED, INTERCONNECTED AND AFCI PROTECTED. 13. 8'-0" HEIGHT VANITY LIGHTS IN MASTER BATHROOM AND T-0" IN ALL OTHER BATHROOMS. NOTES: • THIS DIAGRAMMATIC PLAN IS INTENDED TO SHOW LIGHTING AND CONVENIENCE OUTLETS ONLY. IT IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO VERIFY THE REQUIREMENT AND LOCATIONS OF ALL ELECTRICAL EQUIPMENT, (INCLUDING KITCHEN EQUIPMENT) AND PROVIDE AND INSTALL COMPLETE ELECTRICAL SERVICE AS REQUIRED PER NFPA, NEC, FBC CODES AND ALL REIGNING MUNICIPALITY CODES, STANDARDS AND ORDINANCES. • LOCATION OF FIXTURES AND / OR OUTLETS ARE SUGGESTED LOCATIONS AND MEET MOST LOCAL CODE REQUIREMENTS. ADDITIONS OR ADJUSTMENTS MAY BE MADE BETWEEN THE OWNER AND BUILDER IN THE FIELD. • ALL ELECTRICAL WORK AND APPLIANCES ARE IN FULL COMPLIANCE WITH N.F.P.A., N.E.C., F.B.C. 6TH EDITION (2017) RESIDENTIAL, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. • VARIOUS SYMBOLS ON ELECTRICAL LEGEND MAY OR MAY NOT BE USED ON THIS PLAN. ELECTRICAL KEY: CEILING MOUNTED LIGHT _�_pC PULL CHAIN LIGHT Lj RECESSED LIGHT Q I --o WALL MOUNTED LIGHT WALL WASH RECESSED w 0 DA DUPLEX RECEPTACLE a d- O r,- E 220 V RECEPTACLE a w ® 1/2 HOT, 1/2 SWITCHED vi AWP WATER PROOF RECEPTACLE 2 L.V. FLOOR RECEPTACLE N V.P. PRE -WIRE FOR CLG. FAN 73�)GFI z GROUND FAULT INTERRUPT „"-, O O w WALL SWITCH o h� z 3 -WAY SWITCH < So a DIMMER SWITCH o it TELEPHONE JACK E CABLE JACK w ® PRE -WIRE GARAGE DOOR OPENER w FLUORESCENT LIGHT z LO ELECTRICAL PANEL 0o CHIME 0 rO DOOR BELL / GARAGE DOOR SWITCH 0 DISCONNECT SWITCH G ELECTRICAL METER � 0 S.D. 0 SMOKE DETECTOR c �n C.M.S.D. CARBON MONOXIDE/ SMOKE DETECTOR CEILING FAN WALL SCONCE + CHANDELIER 6C� u w 0 c 0 w z L SPOT LIGHT FLUSH MOUNT FLUORESCENT LIGHT DA FAN 1 LIGHT COMBINATION d- O r,- E GARBAGE DISPOSAL MOTOR ® SPEAKER a0 JUNCTION BOX L.V. LOW VOLTAGE V.P. VAPOR PROOF A.F. ARC FAULT PROTECTION u w 0 c 0 w z L O — O d- O r,- E � O U N J U LL" 7 C9 O) (0 O O O Q Q� CO C14 O O 0 O •� 0 CD LO 00 Q d LL rn w N z z bmaiLm �g E 0 w w 0 L9 wA 7 w V � N CL /N F= 0 M V O n3 U m_ ® L. z 2 M b) � ru m v) # m O J 0 0 N Q) # r`a o Cr o (n M f � G N a U N rn �O - fu 4J N n do o inED- .> .. aD o �L c Q w o O a IR ® • =WAR ISSUE DATE 11/03/2018 REVISIONS PROJECT: 18-0448 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS ELECTRICAL LAYOUT 01 7.1 OPTIONAL OVERHEAD SERVER SAME AS UNDERGROUND GENERAL NOTES KEY. 200 AMP 1. BUILDER TO VERIFY EXACT LOCATION OF FLOOR OUTLETS IN FIELD. SERVICE 4/0 SCR AL AMP . NEMA3 2. ALL OUTLETS ARE TO BE AFCI PROTECTED. METER MAIN SEE FLOOR PLAN FOR FUSE SIZE 3. ALL 15A AND 20A 120V BRANCH CIRCUITS WILL BE DISC. A/C DISC. AFCI PROTECTED. 7u� #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 TYP.#8 COPPER TO RANGE GFCI PROTECTED. ELECTRICAL �� #8 TO A/C AF UNDERGROUND— PANEL 5. ALL GARAGE BAYS WILL HAVE DEDICATED GFCI SERVICE BY (20 CIRCUITS) OUTLET. F POWER CO. 6. ALL OUTLETS LOCATED IN THE KITCHEN AND I � � BATHROOMS ARE TO BE GFCI PROTECTED. #2 -GROUND TO (2) 5/8" RODS (6 APART) ALSO 7. DW. AND GARBAGE DISPOSAL ARE TO BE GFCI 1 SERVICE TO BE BONDED TO FOOTING STEEL PROTECTED, 1 NOTE: 8. EXCEPTIONS TO THE GFCI STIPULATION WILL BE (OPT) PRE -WIRE ALL ELECTRICAL WORK AND MATERIAL PROVIDED SHALL COMPLY WITH THE FLORIDA ALLOWED ONLY IF ALLOWED PER CURRENT I CLG. (FAANN(/LITE BUILDING CODE. (2017) THE ABOVE ELECTRICAL LAYOUT IS FOR BID PURPOSE ONLY. NFPA / NEC. / a 9. OUTLETS LOCATED IN THE LAUNDRY ARE TO BE / GFCI AND AFCI PROTECTED. I //) 200 AMP ELECTRICAL RISER 10. OUTLETS LOCATED WITHIN -0" OF A WET AREA 6'ARE TO BE GFCI PROTECTED. 42 AF d / \� 11. ALL OUTLETS OVER COUNTERTOPS TO BE 42" A.F.F.(U.N.O.). GFI &zO S.D. / / 12. ALL SMOKE/CARBON MONOXIDE DETECTORS V.P. III / ARE TO BE HARD WIRED, INTERCONNECTED AND F AFCI PROTECTED. 13. 8'-0" HEIGHT VANITY LIGHTS IN MASTER BATHROOM AND T-0" IN ALL OTHER BATHROOMS. \ NOTES: THIS DIAGRAMMATIC PLAN IS INTENDED TO \ SHOW LIGHTING AND CONVENIENCE OUTLETS / — — ONLY. IT IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO VERIFY THE REQUIREMENT �J AND LOCATIONS OF ALL ELECTRICAL V. P. - EQUIPMENT, (INCLUDING KITCHEN EQUIPMENT) AND VIDE AND INSTALL COMPLETE o GFI J ELECTRIOCAL SERVICE AS REQUIRED PER NFPA, NEC, FBC CODES AND ALL REIGNING TS' O C.M.S.D. A 4 RECESS LIGHTS ORDINANCES. CODES, STANDARDS AND � / I LOCATION OF FIXTURES AND / OR OUTLETS ARE I 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. TOSWITCH I I qF 6TH EDITION (2017) RESIDENTIAL, AND ALL BELOW J (OPT) PRE -WIRE APPLICABLE LOCAL STANDARDS, CODES, AND _-- J 1 CLG. FAN/LITE I ORDINANCES. VARIOUS SYMBOLS ON ELECTRICAL AFmm C.M.S.D.\ P O S.D. \ \ • MAY OR MAY NOT BE USED ON THIS PLAN.ND 0 S.D. AF irrrr ELECTRICAL KEY: 1 AF /(OPT) PRE -WIRE CEILING MOUNTED LIGHT i CLG. FAN/LITE AF I m -� o \ PC PULL CHAIN LIGHT o F LI A RECESSED LIGHT z \ C.M.S.D.O S.D. -O WALL MOUNTED LIGHT o WALL WASH RECESSED � J qF i� DUPLEX RECEPTACLE - 42'j / 220 V RECEPTACLE o t A\ 1/2 HOT, 1/2 SWITCHED nQ (OPT) PRE -WIRE A Wp WATER PROOF RECEPTACLE CLG. FAN/LITE FLOOR RECEPTACLE 4 ' v PRE -WIRE FOR CLG. FAN z _LL GFI GROUND FAULT INTERRUPT .P F WALL SWITCH z 3 -WAY SWITCH DIMMER SWITCH o 1 TELEPHONE JACK H CABLEJACK J ® PRE -WIRE GARAGE DOOR OPENER w FLUORESCENT LIGHT z ELECTRICAL PANEL Ican CHIME 2 I I o I 0 DOOR BELL / GARAGE DOOR SWITCH L= DISCONNECT SWITCH a ID �M ELECTRICAL METER I I o 0 S.D. SMOKE DETECTOR C.M.S.D. CARBON MONOXIDE I SMOKE DETECTOR CEILING FAN Second Floor Electrical Plan WALL SCONCE c�o CHANDELIER = SPOT LIGHT o SCALE: 1/8" = 1' 0" (11x17) 1/4" = 1' 0" (2204) FLUSH MOUNT FLUORESCENT LIGHT FAN /LIGHT COMBINATION o 4 GARBAGE DISPOSAL MOTOR a T SPEAKER ZD OO JUNCTION BOX L.V. LOW VOLTAGE V.P. VAPOR PROOF a A.F. I ARC FAULT PROTECTION 21 21 CD 0 c C co O U (D J fn LL cfl � N Q 0-d-)67 N O ` O O d 0 E 7' Lo 00 Q a. LL c AFm'u°7 w AN zz �g w a s U) E w N w u a 0 0 N a_ O Q• O @ u 00Ln IL E M 0 QCD o •� C Q .. a > - o c: c: C N @ L Q w in O 3- I ISSUE DATE I 11/03/2018 I REVISIONS PROJECT: 18-0448 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS ELECTRICAL LAYOUT 08 � : /N N u - L rn L O z 'O rq ro Ln m V) M O J 0 0 N a_ O Q• O @ u 00Ln IL E M 0 QCD o •� C Q .. a > - o c: c: C N @ L Q w in O 3- I ISSUE DATE I 11/03/2018 I REVISIONS PROJECT: 18-0448 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS ELECTRICAL LAYOUT 08 JC2�` � S >a e� J Y CE Da z L W N Q co C 0 N o z U J � O @ _ z m` CD "tCD or --E r' cN 0 0 0) J N co 0) fnr,'fn M L7 N (o O N O . O 0 C) Lo CO Q 0- LL 2i c � w N Z Q) Z �g E , 0 U) t c� w o �W u a I _ - - CONCRETE BLOCK HEADER OR STEEL a N LINTEL a N PC EXP. STRIP ANCHOR OPC m O m STRIP M , , N N LL Lm � 0 GLS. BLK. PER PLAN z o M M Lr) PC PANEL REINFOR. J SEALANT PC ANCHOR STRIP EXP. BOLT (2) P PER ANCHOR u MORTAR ASPHALT EMULSION CONC. BLOCK WALL OO EXTERIOR FINISH O PANEL ANCHOR CONSTRUCTION PC PANEL REINFORCING (TO ):USED IN PANELS OVER 25"S. F. IN AREA, IS EMBEDDED HORIZONTALLY IN THE MORTAR JOINTS BETWEEN EVERY OTHER COURSE. PANEL REINFORCING IS FORMED OF TWO PARALLEL WIRES, EITHER 1" O.C. (FOR USE WITH "THINLINE" SERIES GLS. BLK.) OR 2" O.C. (FOR USE W/ "PREMIERE" SERIES GLS. BLK.), W/ BUTT WELDED CROSSWIRES AT REGULAR INTERVALS. 4' AND 10' LENGTHS AVAILABLE. PC PANEL 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 EXPAND & CONTRACT FREELY. FOR METAL CHANNEL OR MASONRY CHASE CONSTRUCTION, PC " 4 EXPANSION STRIPS ARE AVAILABLE THICK X 4" WIDE X 24" LONG. FOR PANEL ANCHOR CONSTRUCTION, STD. 4" WIDE STRIPS ARE EASILY CUT TO 3" WIDTH, FOR 31" "PREMIERE" SERIES BLK., AND TO 21" WIDTH, FOR 32 "THINLINE" SERIES BLOCK. INSTALLATION NOTES: 1. THROUGHOUT INSTALLATION, KEEP THE WINDOW JAMBS PLUMB AND SQUARE. KEEP HEAD AND SILL LEVEL AND SQUARE. MAKE SURE HEAD AND SILL ARE NOT CROWNED UP OR DOWN. 2. CONSTANTLY CHECK WIDTH AT MEETING RAILS (i.e. DOUBLE HUNGS) TO AVOID "BOWED OUT" INSTALLATION. 3. APPLY GENEROUS BEAD OF CAULK ALONG INTERIOR SURFACE OF NAILING FIN ON ALL SIDES PRIOR TO 6' GLASS BLOCK DETAILS SETTING WINDOW INTO OPENING. 4. PLACE 1/4" SHIMS AT SILL CORNERS AND SET WINDOW INTO SHIMS. CENTER THE WINDOW IN THE SCALE: N.T.S. OPENING ALLOWING A 1/4" GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE. WHEN 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'—, R905.2.7 MIDDLE OF THE WINDOW. FASTENER MUST BE EMBEDDED INTO SOLID WOOD A MINIMUM OF 1". KEEP CDX PLYWOOD OR O.B.S. WINDOW LOCKED UNTIL ALL SIDES ARE SECURED. 6. CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT USED. 7. CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. PRE -FAB CAP OVER CHIMNEY LATH AND STUCCO "J" METAL FLASHING 8. INSULATE AROUND PERIMETER WITH BATT TYPE INSULATION. DO NOT USE EXPANDABLE FOAM. THE USE HCDPL/R TYP. 4x5 BASE FLASHING OF EXPANDABLE FOAM WILL VOID WARRANTY. 9. FOR ANY INSTALLATION FINISHED WITH BRICK OR STONE, ALLOW 1/4" GAP AT SILL BETWEEN STRUCTURE AND WINDOW. THEN, CAULK THIS GAP. 7/8" STUCCO OVER PAPER ROOF COVERING PER PLAN 15/32" C.D.X. OR 7/16" O.S.B. (MIN. BACK WIRE MESH U.N.O. 10. CAULK GAP BETWEEN INSTALLED WINDOW EXTERIOR PERIMETER AND J -CHANNEL (OR BRICK OR OTHER 1/2" PLYWOOD EXT'R. SHEATHING 2.5:12 PITCH) EXTERIOR FINISHING MATERIAL WHICH SURROUNDS WINDOW). ALL AROUND NAILED 8d @ 6 & 12 GALV. L -FLASHING ROOF UNDERLAYMENT PRE9R�5FBBC7 2x's @ 24" O.C. W/ HUGHES MP3'5 ATTACHED TO SHEATHING FLASHING SEQUENCING: • APPLY BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER ALL OF ROUGH OPENING. 2x4 BLOCKING � 2x4 BLOCKING WHENGREATERTHAN24"x24". • SET WINDOW UNIT. • APPLY 2ND BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER NAILING FIN AND BLDG PAPER. • APPLY SIDE STRIPS OF SELF-ADHESIVE TYPE FLASHING. TRUSS @ 24" O.C. " • APPLY TOP PIECE OF SELF-ADHESIVE TYPE FLASHING. RUSS @ 24" O.C. NOTE: - �,_.�, .,� ROOF COVERING PER SELF-ADHESIVE TYPE FLASHING IS A GENERIC TERM. SEE SPECIFICATIONS FOR MATERIAL TO BE USED. 6 PLAN ROOF UNDERLAYMENT IMPORTANT: ' RE 2x4 BLOCKING _-- PER FBC R905.2.7 IT IS THE RESPONSIBILITY OF THE OWNER OR BUILDER TO SELECT PRODUCTS IN COMPLIANCE WITH 15# FELT DRAINAGE PLANE — --� — -- — ---- I MIETAL FIIREIBLOCKING AROUND FLUE LINER ROOF SHEATHING 6" MIN. LAP ON METAL WOOD BASED EXTERIOR SHEATHING- OSB 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 UNDER718" NOMINAL STUCCO -- a v — SYP STUDS @16" O.C. WARRANTY IF EXPOSED TO MURIATIC ACID. DO NOT LAY WINDOWS FLAT OR STORE IN SUN BEFORE d INSTALLING. ALL WARRANTIES NULL AND VOID IF ANY VERTICAL HOLES ARE PUT INTO WINDOW SILL AREA OF _ ANY WINDOW. PAPERBACK LATH — � PEEL AND STICK TAPE a �— MANTLE , / METAL OR PLASTIC EXPANSION JOINT DRAINAGE PLANE OVERLAP CONTROL BEADS FLASHING AND MEMBRANE STRIP OVER WOOD i j FRAME / MASONRY CONNECTION. MEMBRANE STRIP COVERING WOOD FRAME � INTERSECTION UNDER EXPANSION JOIN EQUAL — PRE -FAB FIRE BOX TO PROTECTO WRAP BT-20XL-9" WIDE. TO DAMPER-%" EXTEND 2" BELOW THE CMU 18" NON-COMBUSTABLE i, 1/2" NOMINAL CEMENTITIOUS FINISH MATERIAL FOR HEARTH FOUNDATION o' X VALLEY RAFTER SCALE: 3" = V-0" 2 WINDOW FLASHING DETAILS 20 STUCCO BOND BREAK/FLASHING DETAIL PRE -FAB FIREBOX N9 NG DUAI L SCALE: N.T.S. SCALE: N.T.S.FLA SCALE: N.T.S. JC2�` � S >a e� J Y CE Da z L W N Q co C 0 N o z U J � O @ _ z m` CD "tCD or --E r' cN 0 0 0) J N co 0) fnr,'fn M L7 N (o O N O . O 0 C) Lo CO Q 0- LL 2i c � w N Z Q) Z �g E , 0 U) t c� w o �W u a 0 0 N O o- cn o Y 0 N u Cl Lr) : -0 M = � 6 V_ C• 0 c: .� u')0- 0- > aj > o c oo C N Q w m O m 1 ISSUE DATE 1 11/03/2018 1 REVISIONS 1 PROJECT: 18-0448 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS DETAILS D1 N N a N m O m M , , N N LL Lm � 0 z o M M Lr) J 0 0 N O o- cn o Y 0 N u Cl Lr) : -0 M = � 6 V_ C• 0 c: .� u')0- 0- > aj > o c oo C N Q w m O m 1 ISSUE DATE 1 11/03/2018 1 REVISIONS 1 PROJECT: 18-0448 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 111. 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT AND GRADE 60 STEEL. REINFORCEMENT SHALL BE PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERTICALLY. TIES TO THE FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR POSITIONERS IN MIDDLE OF WALL 7. REINFORCING STEEL SHALL BE LAPPED MIN. 30' U.N.O. 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER 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. 15. VERTICAL FURRING STRIPS WHEN REQUIRED TO BE MAX. 2x P.T. ATTACHED TO CMU W/ MIN. 0.131 DIAMETER CASE HARD MASONRY NAIL W/ MIN. 1 1/4" EMBEDMENT OR 1/4" TAPCON W/ MIN. 1 1/2" EMBEDMENT @ 16" O.C. MEASURED VERTICALLY AND 4" FROM ENDS. 2x FURRING TO BE INSTALLED PER MANUFACTURER'S WRITTEN SPECIFICATIONS OR @ MAX 24" O.C. WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE ANSI/AWC "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. LUMBER DENOTED AS SPF#2 OR SPF#1/#2 SHALL BE SPRUCE -PINE -FIR VISUALLY GRADED "No.1/No.2" BY NLGA, OR BETTER. 3. LUMBER DENOTED AS SYP#2 SHALL BE SOUTHERN YELLOW PINE OR "MIXED" SOUTHERN YELLOW PINE VISUALLY GRADED "No 2" BY SFIB, OR BETTER, 4. OTHER LUMBER SHALL BE VISUALLY GRADED "No. 2" OR BETTER, REGARDLESS OF SPECIES, U.N.O. ON FRAMING PLANS OR DETAILS. 5. ALL STRUCTURAL WOOD MEMBERS INCLUDING EXTERIOR FRAME WALLS, BEARING WALLS, SHEAR WALLS, AND MISC. MEMEBERS (I.E. BLOCKING OR GABLE END BRACING) SHALL BE SPF#2 OR BETTER U.N.O.. 6. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. 7. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 8. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 9. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 10. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO V 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 THATARE 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 Ib/int U.N.O. E = 2,000,000 Ib/int U.N.O. E = 1,500,000 Ib/int U.N.O. Fb =2650 Fb =3000 Fb =2200 Ft = 1650 Ft = 1700 Ft = 1500 Fc II= 3000 Fc I]= 3000 Fc 1I= 2100 Fc j = 450 Fc j = 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. MEANS AND METHODS CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE B NE ERECTED &TRUSS /FRAME MEMBERS ARE CONNECTED PROPERLY PER APPROVED C FRAMING PLANS / DETAILS ALONG W/ CONNECTOR & COMPONENT MANUFACTURERS' SPECIFICATIONS. UNTIL SUCH TIME, TEMPORARY BRACING & SHORING OF WALLS AND FRAME MEMBERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH (12.7MM) GYPSUM BOARD. METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF PRESSURE TREATED WOOD SUCH THAT THEY MEET THE REQUIREMENTS OF ASTM F1667 PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF ANSI TPI 1. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON PLANS 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. TRUSS DESIGN LOADS: TOP CHORD: Lr = 16 PSF DL = 7 PSF (SHINGLE TYPE ROOF COVER) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) DL = 14 PSF (TRUSS OVERBUILD) BOTTOM CHORD: DL = 5 PSF MINIMUM FLOOR DESIGN LIVE LOADS: A) FLOORS = 40 PSF B) BALCONIES= 60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) C) DECKS = 40 PSF D) STAIRS = 40 PSF E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. MINIMUM FLOOR DESIGN DEAD LOADS: A) FLOORS = 15 PSF B)BALCONIES = 15 PSF GENERAL LOADING: ATTIC WITHOUT STORAGE = 10 PSF ATTIC WITH LIMITED STORAGE = 20 PSF GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF GUARDRAILS IN -FILL COMPONENTS = 50 PSF GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/APA RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) 12d TOENAILS EACH END. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 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-B3. ("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 <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. 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 BEAT "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 UNC, (LOW HYDROGEN). FILLET WELDS SHALL BE 3/s' 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 11 BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 LINTEL PLAN WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND S7C ROOF FRAMING PLAN VALUE DENOTES PRESSURE AREA (SQ FT)(+) SD2 GENERAL DETAILS (- VALUE DENOTES SUCTION AREA 4O 5O SD5 (+) 21.2 (+) 21.2 10 (-) 22.9 () 28.3 ST1 (+) 20.2 (+) 20.2 20 (-) 22.0 (-) 26.4 (+) 19.0 (+) 19.0 50 (-) 20.8 H 23.9 100 (+) 18.0 (+) 18.0 H 19.8 (-) 22.0 GARAGE DOORS 9'-0" x 7'-0" 16'-0" x T-0" (+) 18.4 + (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 aI 5 5` f% STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 6th EDITION (2017). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS, 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS REGION. GLAZED OPENING PROTECTION IS REQUIRED AND SHALL BE PROVIDED PER SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE - RESIDENTIAL, CURRENT EDITION. INDEX OF DRAWINGS SHEET I SHEET TITLE Sc STRUCTURAL NOTES S1C FOUNDATION PLAN S2C DOWEL PLACEMENT PLAN S3 FOUNDATION DETAILS S4C LINTEL PLAN S5C FIRST FLOOR FRAMING PLAN S6 NOTES & CONNECTOR LEGEND S7C ROOF FRAMING PLAN SDI GENERAL DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS SD5 TWO STORY DETAILS SD6 TWO STORY DETAILS SD7 TWO STORY DETAILS ST1 GENERAL STAIR DETAILS NUMBER DATE MASTER UPDATES DESCRIPTION INTIALS 1 3/1/2017 CREATED ELEV A, B, & C DP LLI N PSQ-0206449 ADDED PADS TO SIDES OF SGD OPENING AT REAR, MADE o 2 4/24/2017 BEDROOM #5 OPT AND LOFT STANDARD, & QC CLEAN UP DP 3 8/30/2017 ELEVATION A & C ARCHITECTURAL & TRUSS UPDATES PER WP -8 DP 4 10/23/2017 UPDATE PER FRAME WALK REVISIONS ELEVATIONS A & C DP .......... [�\\\ PLANS HAVE BEEN UPDATED TO MEET F.B.C. 6th EDITION (2017) 5 2/19/2018 RESIDENTIAL DP 6 3/26/2018 1 UPDATED A & C LAUNDRY ROOM WALL PER ARCH UPDATE DP COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. a z z W co w 0 E 0 C7 W 0 W LLI O z Nj W D F_ W U J I- W W �' �^y = VJ 07 0 Z c� Q0 LUJ W W W O , W 2 Z N Lu 0 W W IL W m p N Z o- ELN U 0 P] 8 z am Z 07W U � W WU�F E 06p rn u C�wzoM�.� zQO_j-j3 J O p y o 0 - O Q a Z<0:2W o z 0zzl=UJY0 3E3 U<< 3 ¢>�,D z 0 > Cl) Oo 0 0 n 1 STRUCTURALENG: MCD DRAFTING: -STRUCT: N ,, t 111111 t Pr LLI N PSQ-0206449 SCALE: o �IV o� O C). Z U < p �z Q d ¢ O.Z.= C) �U z � k o• ` 0Z < Z O i s ��•• COO ` •.•(`�5 < O .......... [�\\\ tY LL CQ E 0 C7 W 0 W LLI O z Nj W D F_ W U J I- W W �' �^y = VJ 07 0 Z c� Q0 LUJ W W W O , W 2 Z N Lu 0 W W IL W m p N Z o- ELN U 0 P] 8 z am Z 07W U � W WU�F E 06p rn u C�wzoM�.� zQO_j-j3 J O p y o 0 - O Q a Z<0:2W o z 0zzl=UJY0 3E3 U<< 3 ¢>�,D z 0 > Cl) Oo 0 0 n 1 STRUCTURALENG: MCD DRAFTING: -STRUCT: DP QC CHECK: EA JOB No. PSQ-0206449 SCALE: AS INDICATED DATE: 11/12/18 00 co N era a 0 N LL O zozo N I MF01 S3 30'-0" !fl /MF01 S3 MF01 S3 2.6 /MF02 S3 b 6 L~L O I- 19 N SYMBOLS LEGEND FOUNDATION NOTES: 14'_0" El INDICATES GROUT FILLED CELL WITH (1) VERT, GRADE 60 45 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.) A!C Z M F01 15'_4" 8" PAD MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED S3 2.6 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. FORTH IN CURRENT CODE EDITION). BARS & 3" MIN. COVER TO EDGE OF CONC. 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. GRADE 60 #5 CONT. FT.G TO TIE BEAM. IT D ® ® El RECESSING DOOR SILLS. LE9 5. EXTERIOR SLABS SHALL SLOPE 118" PER FOOT AWAY FROM HOUSE. 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUTARE WAY MIN. 2" HORIZ. CLEARANCE BETWEEN LL } 2.6 THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. USE ALTERNATE APPROVED METHOD. 2.5 91 (MF01 PAVERS U MIN (4) # 5 E.W. COMMUNITY & COUNTY CODES. BARS & 3" MIN. COVER TO EDGE OF CONC. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL S3 a MF01 S3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN INSTRUCTIONS. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO O DETERMINE STEP LOCATIONS IF REQUIRED MIN (5) # 5 E.W. 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS V AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. 4 L— ® ® 0 BARS & 3' MIN. COVER TO EDGE OF CONC. 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. F11 2 S3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. N 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. M WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. 4" THICK CONC. SLAB Wl WELDED WIRE FABRIC OR 48"x48"x16" dp w/ #5's EQUALLY SPACED EA. \ WAY MIN. 2" HORIZ. CLEARANCE BETWEEN FIBER MESH AS INDICATED IN BARS & 3" MIN. COVER TO EDGE OF CONC. O0%\ o FOUNDATION NOTES #2 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN 0 O�� ° 11 0'-0" FIN. FLR. 52"x52"x12" dp w/ #5's EQUALLY SPACED EA. ( 4.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 54"x54"x16" dp w/#5's EQUALLY SPACED EA. (b O 7'-1 1/2" 5,_5„ (2 -STORY FTG) 5'-5 1/2" 12'-0" BARS & 3" MIN. COVER TO EDGE OF CONC. � I 54"x54"x24" dp w1#5's EQUALLY SPACED EA. F 2.3 1—�I - i r 3 F06 S3 MIN (9) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 60"x60"x16" dp w/#5's EQUALLY SPACED EA. O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN 21 Ifo6 ILI 2 66"x66"x16" dp vi/#5's EQUALLY SPACED EA. 5.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN 1 I I I I F0" I I IJ 10'-10 — — (o ® 4'-3 3/4" 3'-8 5/8" 3'-4 1/2" 7'-9 1/8" 10'-10" EI F06 o FTF� F06 Im S3 � o m / F06 to S3 S3 N (1 o o -Ti I ii 26 n ® D�� D I I ii ,ii F05 n C? N i i I III S3 \ I — JII El PAVERS _ L El ® ? tel_ - T F06 _ U - I o (V �S3 EI F a °J o� 18,_4" 3'-8" — D10 S2C b N 2 o ®I I El N F02 — S3 F13 S3 El 011 D DODO D 6'-4" 8" 3'-0" 16'-0" 3 -0" 8._0., 22._0., 30'-0" !fl /MF01 S3 MF01 S3 2.6 /MF02 S3 b 6 L~L O I- 19 N SYMBOLS LEGEND FOUNDATION NOTES: 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. El INDICATES GROUT FILLED CELL WITH (1) VERT, GRADE 60 45 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.) LAPPED MIN. 6" AND SEALED. REFER TO FBC-R CURRENT EDITION Z SECTION R506.2.3 FOR REQUIRED LOCATIONS a INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 2. PROVIDE 4" 2500PSI CONC. SLAB W16x6xW1.4XW1.4 WELDED WIRE FABRIC (WWF) PLACED IN MIDDLE TO UPPER 1/3 OF SLAB DEPTH OVER 6 CONT. FTG. TO TIE BEAM. MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED 1A ILO WWF, WHEN FIBER MESH MEETS OR EXCEEDS SPECIFICATIONS SET 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. FORTH IN CURRENT CODE EDITION). BARS & 3" MIN. COVER TO EDGE OF CONC. 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. GRADE 60 #5 CONT. FT.G TO TIE BEAM. LAP SPLICES SHALL BE NO LESS THAN 30". WAY MIN. 2" HORIZ. CLEARANCE BETWEEN 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5. EXTERIOR SLABS SHALL SLOPE 118" PER FOOT AWAY FROM HOUSE. 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUTARE WAY MIN. 2" HORIZ. CLEARANCE BETWEEN SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. USE ALTERNATE APPROVED METHOD. 2.5 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY MIN (4) # 5 E.W. COMMUNITY & COUNTY CODES. BARS & 3" MIN. COVER TO EDGE OF CONC. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION WAY MIN. 2" HORIZ. CLEARANCE BETWEEN INSTRUCTIONS. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO O DETERMINE STEP LOCATIONS IF REQUIRED MIN (5) # 5 E.W. 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS BARS & 3" MIN. COVER TO EDGE OF CONC. AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. FOUNDATION PLAN 1 /4"=1'-0" 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - D1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. 15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE -- STOP --- CONTACT E.O.R. PRIOR TO CONSTRUCTION 16. ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTING SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OF THE FOOTING WILL BE MEASURED FROM THE LOWEST SLAB ELEVATION MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE CONDITIONS AND/OR LOCATIONS. CONTRACTOR TO FIELD VERIFY ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT REQUIREMENTS ARE MET. FOOTING SCHEDULE N 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. Uj N d co O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. Z BARS & 3" MIN. COVER TO EDGE OF CONC. Q U Q a a o�z= 12"x24"x12" dp w/ #5's EQUALLY SPACED EA. 24" SIDE @3" O.C. & MIN 1A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN (3) #5 PARALLEL TO 12" N P ,\�` BARS & 3" MIN. COVER TO EDGE OF CONC. SIDE 6" O.C. 24"x24"x12" dp w/#5's EQUALLY SPACED EA. 2O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 28"x28"x12" dp w/#5's EQUALLY SPACED EA. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 42"x42"x12" dp w/#5's EQUALLY SPACED EA. 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS & 3' MIN. COVER TO EDGE OF CONC. 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. 44 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 48"x48"x16" dp w/ #5's EQUALLY SPACED EA. 4A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 48"x48"x24" dp w/ #5's EQUALLY SPACED EA. 4B WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 52"x52"x12" dp w/ #5's EQUALLY SPACED EA. 4.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 54"x54"x16" dp w/#5's EQUALLY SPACED EA. 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 54"x54"x24" dp w1#5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 60"x60"x16" dp w/#5's EQUALLY SPACED EA. O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 66"x66"x16" dp vi/#5's EQUALLY SPACED EA. 5.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. J z z LU r; 0 N z O 1-❑ LU 2 w ❑ O U W Q 0 z O U U) W W U Z rn _® Q0 J W J W W W = Z W LU 0 W �Wa U W in m 0 O W 04 Z >- a 11 N U U zso zam Z CD W W U W O U F ❑ o r- 06 U)Q,N0) Uwz0V) Z 1- z>-, Q O J L m 1—UF-m JO 0>-o Z) U) O 0O2E ii 0z LLuYO UQQIZJ=a 0(D 0 0 0 STRUCTURALENG: MCD DRAFTING: -STRUCT: N ti111111711� Uj N d co JOB No. o SCALE: Z iJ 0 � = Q U Q a a o�z= it Z z Q O °B......s�Oe.0 21� m LL N P ,\�` W Q 0 z O U U) W W U Z rn _® Q0 J W J W W W = Z W LU 0 W �Wa U W in m 0 O W 04 Z >- a 11 N U U zso zam Z CD W W U W O U F ❑ o r- 06 U)Q,N0) Uwz0V) Z 1- z>-, Q O J L m 1—UF-m JO 0>-o Z) U) O 0O2E ii 0z LLuYO UQQIZJ=a 0(D 0 0 0 STRUCTURALENG: MCD DRAFTING: -STRUCT: DP QC CHECK: EA JOB No. PSQ-0206449 SCALE: AS INDICATED DATE: 11/12/18 sic C? 0 ip M 0 N W N O CV O M 0 Co SYMBOLS LEGEND M INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.) * INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM. INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. Q INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT GRADE 60 #5 CONT. FT.G TO TIE BEAM. (1) # 5 @ TOP, BOTTOM❑ & @ 24" O.C. VERTICALLY BETWEEN COLUMN & MAIN HOUSE CMU 4 FILLED CELL — —LL -y-1 1 (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). 1/2"=1'-0" DOWEL PLACEMENT PLAN 1 /4"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. — J Q z z W 0 U) w n 0 N W Q 0 Z O U W 0 NW ry U Z i W • o �� a W z° � Uam z z QQ t)W LLJ oq�� E ^ J O r O LL °6JpWlq slC Z (Dw dM Z Q O J LL N J / J 0O ¢ 0>- o 0 f— Z) 10Q� m ZQpc)<ui o o= z w z E f– ozHWYO Uj �wQ= W_ ® U �Q�Ja ZOOM Oo 0 U Z w O T- 0 O Lij W J Z W u = Z C/) W W a U � L) Q � W m O RC'4Z W 0.. N STRUCTURALENG: MCD DRAFTING: -STRUCT: DP QC CHECK: EA JOB No. PSQ-0206449 SCALE: AS INDICATED DATE: 11/12/18 S2C I LLI _N 0 OD 1�2 Z o_ D G� Q Q p � Q O ILLm t U Z i W • o �� a W z° � Uam z z QQ t)W LLJ oq�� E ^ J O r O LL °6JpWlq slC Z (Dw dM Z Q O J LL N J / J 0O ¢ 0>- o 0 f— Z) 10Q� m ZQpc)<ui o o= z w z E f– ozHWYO Uj �wQ= W_ ® U �Q�Ja ZOOM Oo 0 U Z w O T- 0 O Lij W J Z W u = Z C/) W W a U � L) Q � W m O RC'4Z W 0.. N STRUCTURALENG: MCD DRAFTING: -STRUCT: DP QC CHECK: EA JOB No. PSQ-0206449 SCALE: AS INDICATED DATE: 11/12/18 S2C (1) #5 FROM FTG. TO WALL SCHEDULE BOND BEAM IN FULLY <1� GROUTED CELL. REINFORCEMENT SHALL SPLICE TO BE MIN. 30" (2) #5 BARS @ TOP DENSITY WHEN MONO DEPTH MASONRY WALL ��. EXCEEDS 26". IF SEE PLAN DEPTH IS LESS THAN CONCRETE SLAB PER 26", THESE BARS ARE FOUNDATION PLAN NOT REQUIRED ala #3 STIRRUPS @ I 1 48" O.C. WHEN a' ° MONO DEPTH °° ' l a I° EXCEEDS 26", IF . d GRADE DEPTH IS LESS VERIFY WITH DOOR THAN 26"Fir V'I�VSEEOR THESE BARS --,°4ARE 26", THESE BARS ARE NOT REQ'D(2) REQUIRED RECESS #5 BARS CONT. NOT REQUIRED W/ 3" COVER TYP. CLEAN COMPACTED 8" V-4" FILL @ 95% STANDARD THRESHOLD PER DENSITY ALL REINFORCEMENT SHALL EXTEND SLAB OUT 1 1/2" AT MAINTAIN 3" CLEAR TO FRONT ENTRY DOOR & GARAGE GRADE AND 1-1/2" CLEAR TO WHERE 2ND STORY OCCURS, FTG ANY FACE EXPOSED TO SHALL BE V-4" WIDE W/(3) #5 BARS WEATHER CONC. SLAB PER F01 TYPICAL EXTERIOR FOOTING GRADE 3/4"=1'-0" 2x BRIG WALL PER PLAN AND BEARING (2) #5 BARS CONT. W/ 8 ' 8' 11 T $, [ 8 3' COVER TYP. WHERE 2ND STORY OCCURS, FTG SHALL BE V-8" WIDE W((3) #5 BARS F06 FOOTING AT INTERIOR BEARING 3/4"=1'-0" WALL SCHEDULE ALL FOUNDATION 2x P.T. BASE PLATE CLEAN COMPACTED REINFORCEMENT SHALL FILL @ 95% STANDARD w DENSITY CONC. SLAB PER U FOUNDATION PLAN ii Zwwr_ (2) #5 BARS CONT. W/ 8 ' 8' 11 T $, [ 8 3' COVER TYP. WHERE 2ND STORY OCCURS, FTG SHALL BE V-8" WIDE W((3) #5 BARS F06 FOOTING AT INTERIOR BEARING 3/4"=1'-0" (1) #5 FROM FTG. TO U) ALL FOUNDATION TIE BEAM SPLICE TO� BOND BEAM IN FULLY REINFORCEMENT SHALL <�� w GROUTED CELL. CELL SOLID U SEE PLAN SPLICE TO BE MIN. 30" LLj NOTE: AT FRENCH MAINTAIN 1-1/2" CLEAR TO 1 DOOR LOCATIONS. W M v L I CONTRACTOR TO it >� WEATHER VERIFY WITH DOOR CONCRETE SLAB PER > j1 V'I�VSEEOR MANUF. FOR 26", THESE BARS ARE SLOPE REQUIRED RECESS FILL @ 95% STANDARD NOT REQUIRED VARIES THRESHOLD PER MFR'S. _— SPECIFICATIONS THRESHOLD PER BUILDER MANUFACTURER'S EXTEND SLAB OUT 1 1/2" AT SPECIFICATIONS FRONT ENTRY DOOR & GARAGE a' ENTRY SWING DOOR 1 '. Co #3 STIRRUPS @ CONC. SLAB PER Q W GRADE FOUNDATION PLAN 48" O.C. WHEN AnLI I (REFER TO 4. _ v _ _ =III—III —� I—I-FOR CONT. SLOPE PER DOOR MANUFACTURER SLOPE EXT. SURFACE EXCEEDS 26", IF OR GRADE 1/8" PER —i III- .. —' I I I I I I I FOOT AWAY FROM I I� BUILDING 1 I—V-4" I 1/2" FIBER EXPANSION AS REQUIRED F11 EXTERIOR DOOR POURED SILL q 3/4"=1'-0" —COPYRIGHT MCD 2015: The information contained in this documf (1) #5 FROM FTG. TO VERIFY W/ DETAILS FOR REQ'D ALL FOUNDATION TIE BEAM SPLICE TO� BOND BEAM IN FULLY REINFORCEMENT SHALL <�� MASONRY WALL GROUTED CELL. CELL SOLID MIN 5" SEE PLAN SPLICE TO BE MIN. 30" —I I _ (2) #5 BARS @ TOP MAINTAIN 1-1/2" CLEAR TO 1 WHEN MONO DEPTH W M ANY FACE EXPOSED TO L I EXCEEDS 26". IF it >� WEATHER DEPTH IS LESS THAN CONCRETE SLAB PER > j1 V'I�VSEEOR W p-� W 26", THESE BARS ARE FOUNDATION PLAN 7 c . ° FOR REQUIRED #5 —°'°' ' �I1I—I CONT. BARS. MAINTAIN FILL @ 95% STANDARD NOT REQUIRED VARIES TA _— SEE PLANco — BUILDER BAR AT STEP DOWN, CONT. BARS. MAINTAIN OR INSTALL #5 HOOK d a' PENETRATION 1 '. #3 STIRRUPS @ _ I I Q I °' ''r GRADE z 48" O.C. WHEN AnLI I (REFER TO 4. MONO DEPTH —1 11 1 _ _ =III—III —� I—I-FOR CONT. q (2) #5 BARS @TOP EXCEEDS 26", IF F14 TYPICAL FOUNDATION PENETRATIONS —i III- .. —' I I I I I I I I I I� c 1 I—V-4" I DEPTH IS LESS o0 26", THESE BARS ARE _4 JI ° q O.C. WHEN MONO THAN 26" I I IF DEPTH IS LESS - THAN 26" THESE BARS ARE NOT REQ'D THESE BARS FO FOOTING @ SHOWER .III— _° 3/4"=1'-0" ARE NOT REQ'D I I=III=III CLEAN COMPACTED (2) #5 BARS CONT.FILL PAD SIZE @ 95% STANDARD W/ 3" COVER TYP. T. V-4" DENSITY ALL REINFORCEMENT SHALL MAINTAIN 3" CLEAR TO WHERE 2ND STORY OCCURS, FTG GRADE AND 1-1/2" CLEAR TO F1 FOOTING @ ENTRY MASONRY COLUMN SHALL BE V-4" WIDE W/(3) #5 BARS ANY FACE EXPOSED TO WEATHER F02 TYPICAL GARAGE CURB FOOTING 3/4"=1'-0" (1) #5 FROM FTG. TO VERIFY W/ DETAILS FOR REQ'D ALL FOUNDATION TIE BEAM SPLICE TO� STEEL AT 2 STORY LOCATIONS REINFORCEMENT SHALL BE MIN. 30" GROUT LL z > — MAINTAIN 3" CLEAR TO GRADE CELL SOLID MIN 5" AND ALL OTHERS TO LOWEST STEP OF —I I _ CURB MAINTAIN 1-1/2" CLEAR TO (1) #5 CONT. W/ 1-1/2" IZE —I ANY FACE EXPOSED TO 6" DIAMETER = T I IF CONCRETE SLAB PER W Q >� WEATHER FOUNDATION PLAN °I V'I�VSEEOR W p-� W CLEAN COMPACTED — ®— °=3"ICOVER c . ° FOR REQUIRED #5 —°'°' ' �I1I—I CONT. BARS. MAINTAIN FILL @ 95% STANDARD -I OPTIONAL CURB BY —_ _— -1 1 I 1�� III 1=� BUILDER BAR AT STEP DOWN, CONT. BARS. MAINTAIN OR INSTALL #5 HOOK 3" COVER TYP. CONC. SLAB PER PENETRATION 1 '. DETAIL MD08 ON FOUNDATION PLAN Q aoa GRADE q° e,� i �z— AnLI _ I . I a (REFER TO 4. FOUNDATION PLAN III—� PIPE PARALLEL TO FND _ _ =III—III —� I—I-FOR CONT. q Id T L _ (2) #5 BARS @TOP i SIZE &REINF. INFORMATION F14 TYPICAL FOUNDATION PENETRATIONS —i III- .. —' I I I I I I I I I— I I-- WHEN MONO DEPTH _ EXCEEDS 26". IF 1 I—V-4" I DEPTH IS LESS THAN 26", THESE BARS ARE #3 STIRRUPS @ 48" NOT REQUIRED O.C. WHEN MONO DEPTH EXCEEDS 26", (2) #5 BARS CONT. IF DEPTH IS LESS W/ 3" COVER TYP. THAN 26" THESE BARS ARE NOT REQ'D FO FOOTING @ SHOWER AT MASONRY _° 3/4"=1'-0" I FILLED CELL PER PLAN GARAGE c" ---J v TOP VIEW @ CORNER CONC. SLAB PER FOUNDATION PLAN GARAGE WALL BEYOND DRIVEWAY BY BUILDER- CONCRETE �I OR PAVERS 9 ° da ib CLEAN COMPACTED -III—I I III—I I =I� II — FILL @95% STANDARD DENSITY 4" 8" 8" x 8" THICKENED EDGE W/(1)#5 CONT. W/ 3" COVER, TYP. F13 THICKENED EDGE @ GARAGE DOOR 3/4"=1'-0" int is copyrighted and is the exclusive property of MONTA CONSULTING & I (1) #5 BAR CONT. W/ 3" COVER TYP. CONC. SLAB PER FOUNDATION PLAN w IIIIII �� ° a °iii CLEAN COMPACTED FILL @ 95% STANDARD DENSITY F03 NON-BEARING SLAB STEP DOWN 3/4"=1'-0" CONC. SLAB PER 8"x12" THICKENED FOUNDATION PLAN SLAB W/ (1) #5 CONT. W/ 3" COVER TYP. GRADE iii iii. r.° iii -iii_ 8" FF� THICKENED EDGE CLEAN COMPACTED FILL @ 95% STANDARD DENSITY 3/4"=1'-0" 8" C.M.U. FINISH PER ELEV. FINISH FLOOR z PENETRATING PIPE N MAX. 4" IF BEARING WALL VERIFY W/ DETAILS FOR REQ'D #5 LOOP TIE (TYP.) ABOVE - WALL STEEL AT 2 STORY LOCATIONS a ANCHOR TO HAVE MIN. LL z > — 7" EMBEDMENT BELOW MIN 5" — — — — LOWEST STEP OF —I I _ CURB FILLED SOLID (1) #5 CONT. W/ 1-1/2" W —I COVER TYP. z W 6" DIAMETER = T I IF CONCRETE SLAB PER W Q >� I (—I=1 FOUNDATION PLAN °I VERIFY PLAN DETAILS W p-� W CLEAN COMPACTED — ®— °=3"ICOVER c . ° FOR REQUIRED #5 —°'°' ' �I1I—I CONT. BARS. MAINTAIN FILL @ 95% STANDARD -I IIII _ a —_ _— -1 1 I 1�� III 1=� FOR REQUIRED #5 8" /I. 16" (2) #5 BARS CONT. W/ —J 3" COVER TYP. CLEAN COMPACTED FILL @ 95% STANDARD DENSITY WHERE 2ND STORY OCCURS, FTG SHALL BE V-8" WIDE W/(3) #5 BARS FO DOUBLE STEP FOOTING 3/4"=1'-0" NOTE TO CONTRACTOR: ALL REINFORCEMENT SPECIFIED IN PLAN VERIFY W/ DETAILS FOR REQ'D FOUNDATION DETAILS SHALL TIE IN TO STEEL AT 2 STORY LOCATIONS ADJACENT MONO AND/OR STEM WALL FOUNDATIONS AS SPECIFIED THIS DETAIL. MIN. 24" BEFORE w g z ANOTHER STEP o U) d O = O VERIFY W/ DETAILS FOR REQ'D #5 LOOP TIE (TYP.) °-- STEEL AT 2 STORY LOCATIONS a LL z > — REFER TO ° --- Pd.°. — — — — } F- r w w p —I I _ FOR CONT. FILLED SOLID FOUNDATION PVC SLEEVE MAX —I INFORMATION 6" DIAMETER = T I IF FOOTING PER PLAN r z � I (—I=1 FOOTING PER PLAN III °I VERIFY PLAN DETAILS W p-� W CLEAN COMPACTED — ®— °=3"ICOVER c . ° FOR REQUIRED #5 —°'°' ' �I1I—I CONT. BARS. MAINTAIN FILL @ 95% STANDARD -I TYP. —III III I 116" MIN. j I 116" MIN. VERIFY PLAN DETAILS BEND EACH CONT. #5 FOR REQUIRED #5 BAR AT STEP DOWN, CONT. BARS. MAINTAIN OR INSTALL #5 HOOK 3" COVER TYP. BARS FOR EACH CONT. PENETRATION BAR. LAP REBAR PER DETAIL MD08 ON a LINTEL PLAN F09 TYPICAL STEP FOOTING DETAIL ' •� ' 3/4"=1'-0" CONC. SLAB PER - FOUNDATION PLAN 8" CMU - FINISH PER ELEV. FINISH FLOOR PENETRATING HOLD BRG WALL BACK SO GYP FINISH IS 2x BRIG WALL PER FLUSH W/ PLAN AND BEARING FOUNDATION BELOW WALL SCHEDULE CONC. SLAB PER 1 FOUNDATION PLAN I w� > I 2x P.T. BASE PLATE ° I C I S I=ol Z- � ig 17711171 I I II I I I A 11II (2) #5 BARS CONT. W/ 3" COVER TYP. CLEAN COMPACTED FILL @ 95% STANDARD WHERE 2ND STORY OCCURS, FTG DENSITY SHALL BE V-8" WIDE W/(3) #5 BARS FO BEARING SLAB STEP DOWN 3/4"=1'-0" VERIFY W/ DETAILS FOR REQ'D #5 LOOP TIE (TYP.) I PIPE. MAX 4" STEEL AT 2 STORY LOCATIONS d ° GRADE REFER TO I1= I - FOUNDATION PLAN —I I _ FOR CONT. FILLED SOLID FOUNDATION PVC SLEEVE MAX —I INFORMATION 6" DIAMETER = T I IF FOOTING PER PLAN r z � I (—I=1 FOOTING PER PLAN III °I I CLEAN COMPACTED PVC SLEEVE (FRONT VIEW) FILL @ 95% STANDARD MAX 6" DIA. (SIDE VIEW) DENSITY #5 xENTEREEDD BARS CONTACT EOR FOR ADDITIONAL REVIEW � FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS ° CENTERED AT PIPE PVC OR SCH40 SLEEVE C BARS AT CORNER, OR PENETRATION ° a -III—III a —III—_I I ;III—III ° 4 '° °.. d =ill- ' •� ' _ �z— AnLI a° —. (REFER TO 4. FOUNDATION PLAN III—� PIPE PARALLEL TO FND _ _ =III—III —� I—I-FOR CONT. -III I SEE FDN. l PLAN OR IIII— FOUNDATION i SIZE &REINF. INFORMATION F14 TYPICAL FOUNDATION PENETRATIONS PIPE PERPENDICULAR TO FND 3/4"=1'-0" )ESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSUL HOLD BRG WALL BACK SO GYP FINISH IS 2x BRIG WALL PER FLUSH W/ PLAN AND BEARING FOUNDATION BELOW WALL SCHEDULE CONC. SLAB PER 1 FOUNDATION PLAN I w� > I 2x P.T. BASE PLATE ° I C I S I=ol Z- � ig 17711171 I I II I I I A 11II (2) #5 BARS CONT. W/ 3" COVER TYP. CLEAN COMPACTED FILL @ 95% STANDARD WHERE 2ND STORY OCCURS, FTG DENSITY SHALL BE V-8" WIDE W/(3) #5 BARS FO BEARING SLAB STEP DOWN 3/4"=1'-0" F10 TYPICAL CORNER BAR DETAIL (TOP VIEW) 3/4"=1'-0" WOOD POST PER PLAN VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS TOP COURSE TO BE CHAIR BLOCKS. ed ENTIRE BASE TO BE FILLED SOLID CMU BASE W/ (1) #5 SEE ELEVATION #5 CONT. 1% a41.1 REINFORCEMENT SEE °I FOUNDATION PLAN CORNER. SEE PLAN r.� FOR QUANTITY ,a FOR BASE SIZE; BARS � 90 -DEGREE #5 HOOK ° BARS AT CORNER, OR ° ° d.' < ' 1"1 BEND CONTINUOUS #5 ''° d ° ° BARSAROUND ' ' ° ° • °' ° CORNER. LAP REBAR . O PER DETAIL MD08 ON a° —. LINTEL PLAN F10 TYPICAL CORNER BAR DETAIL (TOP VIEW) 3/4"=1'-0" WOOD POST PER PLAN FOR SIZE AND BASE CONNECTION TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID CMU BASE W/ (1) #5 SEE ELEVATION VERTICAL @ EA. CORNER. SEE PLAN FOR BASE SIZE; BARS TO TIE INTO EXT. FTG.< BY TIE IN OR EPDXY CONNECTION .d' . O 4. THICKENED EDGE— .a °° > FOOTING PER MF08 ON �a 'a ° ' 1 w THIS SHEET BEYOND ' w CONC. SLAB OR < ° u) PAVERS PER PLAN PITCH _° SEE FOUNDATION FOR d PAD SIZE CLEAN COMPACTED FILL @ 95% STANDARD DENSITYI- F1 FOOTING @ ENTRY MASONRY COLUMN 3/4"=11.011 TING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. J Q zz w p w r; 0 z O t= p U-1 z O 1— U C7 W Q W W U W WlV 7l z 2� Uw - W U � J Ern � co a C7 LU - cod a w 0 c ZQ0JIIf w J O~ ❑ } 0 0 :D 0 v)QO� �0 Z o OzNwYz O 3E3 UQQw�Qa 3 >� w0 L 3 z > M 00 0 U Z w O r O W —jW W > 2W U) u Z W �W(L U W m W Q M d N STRUCTURALENG: MCD DRAFTING: -STRUCT: DP QC CHECK: EA JOB No. PSQ-0206449 SCALE: AS INDICATED DATE: 11/12118 0 V4 I HE GRUU 1 IS LEVEL AT CORNERS WITH TOP OF BLOCK FOR PROPER TRUSS/ FLOOR PROVIDE SYSTEM BEARING (MIN 3") STANDARD #5 LINTEL PLAN. IF HOOK BAR. LAP REBAR IS OTHER BARS INTO (� CORNER AS REQ'D — PRECAST "U" METAL LATH OR WIRE SCREEN LINTEL W/ 3000 OVER COURSES NOT REQ'D psi CONC. PER TO BE FILLED. (SHEET METAL LINTEL PLAN. IF & PAPER FELT PROHIBITED) REBAR IS 8" UNFILLED INDICATED IN r LINTEL, #5 TO BE HOOK PER HOOKED INTO MD08 SIDE VERTICALS ' a° e.-4 – B" G. ems' 4. sa "B" .'C'. �D 4. L BOTTOM STEEL IN LINTEL IF �Id' 4I INDICATE - HOOK INTO ° VERTICAL CELLS PER MD08 14 ROUGH OPENING PER PLAN , °L �I. °..I a J O NO -SHEAR WALL T OPENINGP STANDARD LINTELS cal �ozV~i STANDARD LINTEL NOTES GRADE 60 8" UNFILLED a BEND O ZM�p W BEND O o w a° "A B" G. � D � ,—WHEN WINDOW OPENING IS �I LARGER THAN 8'-0" THE COURSE �1 UNDER THE WINDOW SILL IS TO BE A KNOCK OUT COURSE W/ (1) II ° e #5 CONT. BAR TO HOOK INTO 'L LED CELLS AT EACH END AND E ,I TATILLED CELLS ARE TO BE PLACED 32" O.C. YNDER WINDOW a P 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 CONC. W/ (1) #5 DIA. REBAR 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. DO TYPICAL MASONRY CONSTRUCTION 3/4"=1'-0" FRAME INFILL AROUND \ WINDOW BY BUILDER SEE WF01/SD3 FOR / MORE INFO 1 7 DOOR OR WINDOW OPENING MAX 4'-0" SEE DOWEL LAYOUT l PLAN FOR FILLED CELL INFORMATION. MIN. (1) IS REQUIRED ON EITHER SIDE OF OPENING U.N.O. DO LINTEL W/ TRANSOM DETAIL 3/4"=1'-0" (2) 2x8 SYP #2 P.T. WOOD HEADER TURNED SIDEWAYS. ATTACH (2) 2x8 SYP #2 P.T. HEADER TO MASONRY WALL W/ SIMPSON HU28-2 OR HUC28-2 HANGER @ EA. END. USING (14) 1/4" DIA. x 2 3/4" TAPCONS & (6) 10d NAILS INTO HEADER. NAIL EACH PLY AND EACH ADDITIONAL HEADER PLY W/ (2) ROWS OF 10d NAILS STAGGERED @ 6" O.C. AND MIN. 2" FROM ENDS. REFER TO DESIGN PLANS FOR REQUIRED IN -FILL FRAMING DIMENSIONS REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) NO -SHEAR WALL T OPENINGP STANDARD LINTELS TYPICAL SHEAR WA L SEGMENT STANDARD LINTEL NOTES GRADE 60 8" UNFILLED BAR SIZE BEND O LENGTH LAP SPLICE BEND O LENGTH LAP SPLICE 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 "A B" G. 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 CONC. W/ (1) #5 DIA. REBAR 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. DO TYPICAL MASONRY CONSTRUCTION 3/4"=1'-0" FRAME INFILL AROUND \ WINDOW BY BUILDER SEE WF01/SD3 FOR / MORE INFO 1 7 DOOR OR WINDOW OPENING MAX 4'-0" SEE DOWEL LAYOUT l PLAN FOR FILLED CELL INFORMATION. MIN. (1) IS REQUIRED ON EITHER SIDE OF OPENING U.N.O. DO LINTEL W/ TRANSOM DETAIL 3/4"=1'-0" (2) 2x8 SYP #2 P.T. WOOD HEADER TURNED SIDEWAYS. ATTACH (2) 2x8 SYP #2 P.T. HEADER TO MASONRY WALL W/ SIMPSON HU28-2 OR HUC28-2 HANGER @ EA. END. USING (14) 1/4" DIA. x 2 3/4" TAPCONS & (6) 10d NAILS INTO HEADER. NAIL EACH PLY AND EACH ADDITIONAL HEADER PLY W/ (2) ROWS OF 10d NAILS STAGGERED @ 6" O.C. AND MIN. 2" FROM ENDS. REFER TO DESIGN PLANS FOR REQUIRED IN -FILL FRAMING DIMENSIONS o <a = a U C + a m °a G. LAP SPLICE EMBEDDED STANDARD 900 HOOK DO REBAR SPLICE DETAIL STANDARD 180° HOOK #3=2%" #4=2%" #5=2%2' #6=3" #7=3%2' PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING 8" WIDE X 8" LONG BEAM POCKET. SEE FRAMING PLAN FOI BEAM INFORMATIO PRECAST LINTEL LOAD TABLE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) cO 8F20-1B/1T STANDARD LINTELS GRADE 40 O STANDARD LINTEL NOTES GRADE 60 8" UNFILLED BAR SIZE BEND O LENGTH LAP SPLICE BEND O LENGTH LAP SPLICE 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 "A B" G. � D � �A � "B" .'C'. �D #3 17/8 41/4 7 15 21/4 41/4 91/4 24 #4 21/2 55/8 91/2 20 3 55/8 121/2 32 #5 31/8 7 113/4 25 3314 7 151/2 40 #6 3 3/4 8 1/16 14 30 41/2 81/16 181/2 48 #7 4 3/8 9 13/16 16 1!2 35 51/4 9 13/16[21 3/4 56 o <a = a U C + a m °a G. LAP SPLICE EMBEDDED STANDARD 900 HOOK DO REBAR SPLICE DETAIL STANDARD 180° HOOK #3=2%" #4=2%" #5=2%2' #6=3" #7=3%2' PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING 8" WIDE X 8" LONG BEAM POCKET. SEE FRAMING PLAN FOI BEAM INFORMATIO PRECAST LINTEL LOAD TABLE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE -CRETE, QUALITY, LOTTS, & POWERS STEEL cO 8F20-1B/1T STANDARD LINTELS 8F20-0B/1T O STANDARD LINTEL NOTES BLEAR OPENING 8" UNFILLED 8F8-1B/8F8-0B 8F16-1 B / 8F16 -0B 8F24-1 B / 8F24 -OB 8F32-1 B / 8F32 -OB 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" NOMINAL BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 4" NOMINAL BEARING EA. END 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. (`) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 2'-2" 1783 3069 / 3069 6113/5163 8974 / 8054 10000 110000 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 488 991/991 2661 /2143 5681/2698 6472/3685 7'-0" 416 7521699 1843/1625 3486/2602 6390 / 3302 354 7261699 18431 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 4921352 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 199710 1. fc PRECAST LINTELS = 3500 PSI. 2. fc PRESTRESSED LINTELS = 6000 psi. 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI. 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. 18'-0" 0 211/0 750/0 1177/0 1676/0 18'-8" 0 142/0 598/0 111410 1468/0 20'-0" 0 180/0 598/0 1024/0 1441/0 20'-8" 0 14510 550 / 0 981/0 1376/0 22'-8" 0 110/0 450/0 824/0 1147/0 RECESSED LINTELS -FILLED CLEAR OPENING8R6-1B/8R6-OB 8R14-1B/8R14-0B 8R22-1B/8R22-OB 2'-4" 1694 / 1694 3725/3280 5499/5421 2'-8" 1425/1425 3343/3280 4933/4933 3'-0" 1230/1230 2769 / 2769 4085/4085 3'-4" 1081/920 2769/1716 4085/2839 4'-4" 846/833 2121/1716 3127/2839 5'-4" 664/572 1761/1761 2595/2595 6'-4" 526/434 1539/1539 1329/2267 7'-4" 480/322 1334/1334 1964/1552 8'-4" 415/235 1152/1152 1694/1552 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. LINTEL DESIGNATION SCHEDULE MARK LINTEL REQUIREMENTS F = FILLED WITH GROUT U = UNFILLED R =RECESSED &FILLED WITH GROUT QUANTITY OF #5 REBAR @ 8 F 16-1 B/1 T BOTTOM OF LINTEL CAVITY QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT TYPE DESIGNATION NOMINAL WIDTH a O 8R6-0B/1T O 8F8-OB/1T O BR14-11311T ° O e O 8F16-1B/1T 8R14-OB/1T WALL LEGEND 0 8F16-0B/1T 1-1/2" CI FAR 14'-8" MIN. KO 16'-0" = 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. F - x J c0 <w U J ¢¢ _ z 00 � 0 < iD 7-5/8" ACTUAL 8" NOMINAL WIDTH FILLED F. UJ ¢ z �Oz 7-5/8" ACTUAL 8" NOMINAL WIDTH ND W �z La- oo z LU U cg0U)w F-XK oo O � In aF 7-5/8" ACTUAL 8" NOMINAL WIDTH #5 REBAR AT TOP MIN. (1) REQ'D C.M.U. GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) 1-1/2" CLEAR #5 REBAR AT TOP MIN. (1) REQ'D C.M.U. BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) 1-1/2" CLEAR #5 REBAR AT TOP MIN. (1) REQ'D TOP KNOCK OUT/ LINTEL BLOCK COURSE #5 REBAR AT BOTTOM MIN. (1) REQ'D 16 GA. POWERS STEEL BOXED LINTEL SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. LINTEL PLAN_ 1 Y 1/8"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. Q z z LU 0 co LU0-1 11u S. i`%,� .-4t ` cO 8F20-1B/1T cIN •. iii LL] (V 8F20-0B/1T O 8R22-1B/1T 0 8F24-16/17 O 8R22-0B/1T O 8F24-0B/1T O�aa� 8R30-1B/1T z 8F32-1B/1T O 8R30-OB/1T O SF32-0B/1T O 8F38-1B/1T O 8F12 -1 WIT O 8F40-1B/1T O 8F28-1B/1T Ox 8F40 -0B/1T F - x J c0 <w U J ¢¢ _ z 00 � 0 < iD 7-5/8" ACTUAL 8" NOMINAL WIDTH FILLED F. UJ ¢ z �Oz 7-5/8" ACTUAL 8" NOMINAL WIDTH ND W �z La- oo z LU U cg0U)w F-XK oo O � In aF 7-5/8" ACTUAL 8" NOMINAL WIDTH #5 REBAR AT TOP MIN. (1) REQ'D C.M.U. GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) 1-1/2" CLEAR #5 REBAR AT TOP MIN. (1) REQ'D C.M.U. BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) 1-1/2" CLEAR #5 REBAR AT TOP MIN. (1) REQ'D TOP KNOCK OUT/ LINTEL BLOCK COURSE #5 REBAR AT BOTTOM MIN. (1) REQ'D 16 GA. POWERS STEEL BOXED LINTEL SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. LINTEL PLAN_ 1 Y 1/8"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. Q z z LU 0 co LU0-1 11u S. i`%,� .-4t ` y.� oi`, /V a cIN •. iii LL] (V e Z * �v A co =psz tG°�,4=�i Z o w 1p � �Q.V)z° Z d.J Z F<- 0.Q 6 fi) J lo'''x O�aa� z ��/u11•nP O S4C Q. J - 00 LLIn i W U z am Z (D co Lu w LL1UrW J6) (O J OZf � Uwzo�D Z¢ O J LJL p N W 1- 5 F=- m W J Q o Imo- U)O-OQv ZQ00�: LL1 o USZLUZ E 17- Ozi-Ujyo W UfrQT�a3 W J U) Z O M O w0— z 0 — U � Z A7 O 1 - F- �O W -j LLI o W> u = Z � LU 0 W �Wa U CY Q W m 0 O W C'4 Z 0- 0. — STRUCTURAL ENG: MCD P -STRUCT: DP U QC CHECK: EA U) JOB No. PSQ-0206449 Q SCALE: AS INDICATED z w DATE: 11/12/18 cow S4C x co 0 N s� CONNECT FT4 TO LVI W/ SIMPSON HHUS28 B5.25x1 BOTTOI @ 9'-4" NOTE: SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND 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. FIRST FLOOR FRAMING PLAN 1/4"=11-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ,ttt�tlll111 co Ypuz N O 03 z LU W� tp o Q O 6 z ' ) �c �' �jeQ O LL m L` W i - Q Q z O Iz U U) W 0 W IY U 11- Z o� O j0 W J W u = ZUj � W W a W N m � O W C-4 Z } n- n. N STRUCTURALENG: MCD DRAFTING: -STRUCT: DP QC CHECK: EA JOB No. PSQ-0206449 SCALE: AS INDICATED DATE: 11/12/18 =0 coo 5� CD 0 ZE z L1_ LL z . � M � O (n W W U �_ W F � O J 06 -- )0 O ZQO>��. J �— J C) Q C) >- o � cf) 0 0C -t Z zQ0��ui I— Q Oz�WYO W UQQT�[L U) z�0m Oc O O G U 11- Z o� O j0 W J W u = ZUj � W W a W N m � O W C-4 Z } n- n. N STRUCTURALENG: MCD DRAFTING: -STRUCT: DP QC CHECK: EA JOB No. PSQ-0206449 SCALE: AS INDICATED DATE: 11/12/18 =0 coo 5� CD 0 ZE HEADER SCHEDULE BEARING WOOD WALL SCHEDULE COLUMN SCHEDULE CONNECTOR SCHEDULE BEAM SCHEDULE TAG HEADER FASTENERS TAG STUD SPACING LUMBER SPECIES CONNECTION & FASTENERS UPLIFT CAP. (Pif) BLOCKING q (2)2X4 SPF #2 BUILT UP STUD COLUMN TAG SIMPSON CONNECTOR TYPE VALUES SPF(Ib) VALUES SYP(Ib) TAG BEAM SIZE CONNECTIONS TOP BOTTOM H2x6 (2)2x6 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) 16d NAILS BW1 16" SPF (2)12d TOENAILS (2)12d TOENAILS NO UPLIFT MID -SPAN OB (3)2X4 SPF #2 BUILT UP STUD COLUMN 1� HETA16 w/(9) 10dxl-1/2" NAILS OR HETA20 w/(9) 10dxl-1/2" NAILS. AT PARALLEL TRUSS CONDITIONS USE LTA2 w/(10) 10dx1-1/12" NAILS @ 24" O.C. U.N.O. 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 w/(6)10d NAILS & (14)4 x24' TAPCONS ON MASONRY: (1) SIMP. MSTAM24 H2x8 (2)2x8 #2 SYP w/21" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) 16d NAILS BW2 16" SPF SP4 W/(6) 10d x 1Z' NAILS SP4 W/(6) 10d x 1z' NAILS 570 plf MID -SPAN C (4)2X4 SPF #2 BUILT UP STUD COLUMN SEE WF10/SD4 FOR MORE INFO. (2)HETA16 OR (2)HETA20 (1)ply TRUSS (10)10d x 1 (2)ply TRUSS (12) 16d x 1 ;z NAILS 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 ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND D O (2)2X6 SPF #2 BUILT UP STUD COLUMN gW3 16" SPF SP4 W/(6) � 10d x 1Z' NAILS SP4 W/(6) 10d x 1Z' NAILS 570 plf 31rd. PT. s 3 ❑ H10A w/(18)10d x 1 z' NAILS OR 2„ (2)ply TRUSS H10A-2 w/(18) 10d x 112" NAILS FRAME TO FRAME H10A 1015 H10A-2 1070 H10A 1340 H10A-2 1245 E (3)2X6 SPF #2 BUILT UP STUD COLUMN 62x10 (2)2x10 #2 STP WITH 1/2" FLITCH PLATE TO POST: SIMP. HTS20 OR L 8)164 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 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 HTS20 w/(24)10d x 1 "' NAILS z (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/ ( 6) 16d NAILS NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT F (2)2X8 SPF #2 BUILT UP STUD COLUMN BW5 12" SPF SP4 W/(6) 10d x 12' NAILS SP4 W/(6) 10d x 11" NAILS 2 760 pif MID -SPAN 5 ❑ (2)HTS20 w/(24)10d x 1-" NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) 16d NAILS GO (3)2X8 SPF #2 BUILT UP STUD COLUMN EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. H2.5A w/(10)8d FRAME TO FRAME 535 600 B2x12 (2)2x12 #2 SYP WITH 112" FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)'1"x24' TAPCONS ON MASONRY: (2) SIMP. MSTAM24 BW6 12" SPF SP4 W/(6) 10d x 12i„ NAILS SP4 W/(6) 10d x 12' NAILS 760 pif 3rd. PT. H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 16d NAILS O (3)2X4 SYP #2 BUILT UP STUD COLUMN MTS12 w/(14)10d x 1 z' NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 BW7 16" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN H5.5xl1.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 16d NAILS O (2)2X6 SYP #2 BUILT UP STUD COLUMN 8 a, MGT w/(22)10d 3 EPDXY ANCHOR w/SIMP. SET -XP EPDXY MIN. 12" EMBEDMENT FRAME TO CMU 3330 3965 H3x12 (3) 2x12 #2 SYP w/ z' FLITCH PLATE BETWEEN PLIES ATTACH KING STUD TO HEADER w/(10) 16d NAILS BW8 16" SYP SP4 W/ 6 () 1, 10d x 12' NAILS SP4 W/ 6 () 1, 10d x 1 Z' NAILS 664 plf MID -SPAN K O (2)2X8 SYP #2 BUILT UP STUD COLUMN 9 s HTT4 w/(18)16d x 2z' NAILS & EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7" EMBEDMENT FRAME TO CMU 3640 4235 83.5x11. 25 (2)1.75"x11.25" LVL TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(I8)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 HEADER SUPPORT SCHEDULE BW9 16" SYP SP4 W/(6) ,, 10d x 1g' NAILS SP4 W/(6) ,, 10d x 1q' NAILS 664 plf 1rd. PT. s L 4x4 SYP #2 POST 10 3„ HGT-2 w/(16)10d NAILS w/ (2) 4 EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 12" EMBEDMENT FRAME TO CMU 10980 8910 OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END gW1 p 12" SYP 2 () 12d TOENAILS (2) 12d TOENAILS NO UPLIFT MID -SPAN O 6x6 SYP #2 POST 1'-0" TO 3'-11" 1 1 8x8 SYP #2 POST 11 HTSM16 w/(8)10d NAILS & (4) 4'x 24' TAPCONS FRAME TO CMU 1010 1175 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 (18)4'x2-" TAPCONS NAILS&(18)4 a ON MASONRY: (2) SIMP. MSTAM24 BW11 12" SYP SP4 W/(6) 10d x I"' NAILS SP4 W/(6)O 10d x 1 z' NAILS gg5 plf MID -SPAN 4'-0" TO T-11" 2 2 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 O 3-1/2"x3-1/2" ENGINEERED LUMBER COLUMN. PER STRUCTURAL COVER SHEET 8'-0" TO 9'-11" 2 3 BW12 12" SYP SP4 W/(6) 10d x 1Z' NAILS SP4 W/(6) 10d x 1Z' NAILS 885 plf 1 3rd. PT. 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 10'-0" TO 12'-0" 3 4 Q 3-1/2"x5-1/4" ENGINEERED LUMBER COLUMN. PER STRUCTURAL COVER SHEET BW13 16' SPF SP4 W/(6) 10d x 1Z' NAILS @ 32"o.c. SP4 W/(6) 10d x 1Z' NAILS @ 32"o.c. 280 plf MID -SPAN STANDARD HEADER NOTES 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833pif 928pif R <S> 3-1/2"x7" ENGINEERED LUMBER COLUMN. PER STRUCTURAL COVER SHEET 83.5x16 (2) 1.75"x16" 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 3 NAILS & (18)4'x24' TAPCONS ON MASONRY: (2) SIMP. MSTAM24 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN10d IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED w/OUT APPROVAL FROM E.O.R. S/KI GS TO FOLLOWING NG L DTL. GRAU.N.O. ON PLAN. 2. ALL HEADERJACKS/KINGS ATTACH STUDS 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 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.STRUCTURAL 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD2 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. BW14 12" SPF x 1Z' SP4 W/(6) NAILS @ 24"o.c. SP4 W/(6) 10d x 12" NAILS ' @ 24"o.c. 380 plf MID -SPAN 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 O 3-1/2x9-1/2ENG "" INEERED LUMBER COLUMN. PER STRUCTURAL COVER SHEET 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 STANDARD BEARING WALL W/STRAPS NOTES O 5-1/4"x5-1/4" ENGINEERED LUMBER COLUMN. PER STRUCTURAL COVER SHEET 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 LSTA18 ON MASONRY: (2) SIMP. MSTAM24 * U.N.O.FASTEN LVL PLIES TOGETHER USING (3) ROWS OF 1/4" X 3 1/2" SD °@ S SCREWS 24" O.C. EACH SIDE 1. VERIFY w1PLAN 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. 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 3 PT. BLOCKING TO BE 2x W/(2) 12d TOENAILS EACH END. 7. BASE PLATE TO BE ATTACHED TO FOOTING USING 2' -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 SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE TO BE TONAILED/ENDNAILED TO THE PLATES & THE 2x P.T. BASE PLATE CAN BE 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/SDI U.N.O. ON PLAN. 10. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD2 U.N.O. 11. COLUMNS LAN. 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 V 5-1/4"x7" ENGINEERED LUMBER COLUMN. PER STRUCTURAL COVER SHEET 18 LTT20B w/(10) 10d NAILS & 4' EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7" EMBEDMENT COLUMN TO FTG.OR CMU 1290 1300 X 7"x7" ENGINEERED LUMBER COLUMN. PER STRUCTURAL COVER SHEET 19 HTT4 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 Oy 3 1/2" X 11 7/8" ENGINEERED LUMBER COLUMN. PER COVER SHEET B3.5x20 (2) 1.75"x20" LVL TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 * U.N.O.FASTEN LVL PLIES TOGETHER USING (4) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE 20 (3)HTS20 w/(24)10d x 1 Z' NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 Z O 5 1/4" X 9 1/2" ENGINEERED LUMBER COLUMN. PER STRUCTURAL COVER SHEET 21 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 IN EXTERIOR CONDITION SHOULD BERT. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & e" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & 5i EPDXY ANCHOR w/MIN. a 7" EMBEDMENT s 8x8: ABU88 w/(18)16d NAILS & (2) e" 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 23 MGT w/ (22) 10d NAILS TO GIRDER & (1) 5/8" A.T.R. THRU DBL. TOP PLT. TO INVERTED HDU5 ATTACHED TO POST. INVERTED 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 2. 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 �+ �+ STAN DAo D CONNECTOR NOTE) f` 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. LTA2's 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP @ DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. IF SITTING ON FRAME WALL USE SIMP. LSTA18 14 24"o.c. ( LSTA18(14) @ OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY WISIMP. 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 OF ALL HARDWARE BEFORE INSTALLATION. 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT WF20 & WF21/SD2). ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS. STANDARD NAIL SCHEDULE 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. DRAWING SET FOR ADDITIONAL BRACINGlBLOCKING INFO. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. ROOF & EXT. WALL NAILING SHEATHING NOTES STANDARD NAIL GENERAL DIAMETER/ LENGTH 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY 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 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 HETA16120 @ 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. 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.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR 8d 131" x 2 Z ' 10d 148" x 3" PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF PI,R c0 Lj i d O Oa J Z OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO O SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE .0 o Q CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP SPACED NO MORE THAN 24" O.C. 12d .148" x 34' FLOOR F RAM I N G NOTES - L DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE GABLE ENDS: I PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUTAND TRUSS ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. 16d 162" x 32 r GENERAL NOTES SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER t 8d RING SHANK 3 113" x 28' TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. F CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS EXTERIOR WALLS: 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. - NAILING NOTES LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. SEE WF10/SD4 FOR MORE INFO. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE 4. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING i ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND NAILS: TO AVOID CONFLICT. BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN 5. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, INDICATED AS LONG AS IT MEETS OR EXCEEDS THE 6. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION r AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE DIAMETER AND LENGTH INDICATED. REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE. r CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV-ATIVELY FLOOR SHEATHING NOTES THE CONTRACTOR OR A/C SUPPLIER. TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, 2 CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. BUILDER NOTE. STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER FLOOR SHEATHING TO BE 3/4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION t BE IN ACCORDANCE WITH ASTM A 153. NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT APA SHEATHING NOTE: 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO.QQ FLOOR NAILING NOTES t NOTES ----STOP---- PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL CX WITH (3) 10d TOENAILS. SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE ! AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. CONNECTOR LEGEND r COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. Z O F_ CL U U) W D W W U ® O 504 a � a U U W _ a� Z ® z am Z Z z p w On Lu w U w r U V �UrF E J 0 (-]may r0Z6S 0 co Q _V v � Z M •y ZQO-j�co W f -61=m r c J W J O a o 0 0 I- U) U) � OO Q v I- ZQo��w o o= Z w Z E F- O 0ZIwY --o W << _j = Z z�0Ln U) 00 0 U Z c� Or W J LULU - ]a o W 11 = Z N LU 0 W W (- I- CY LU N m O IW C'4 Z } 0- t1 c4 STRUCTURALENG: MCD DRAFTING: -STRUCT: DP QC CHECK: EA I JOB No. PSQ-0206449 SCALE: AS INDICATED DATE: 11/12/18 S6 r PI,R c0 Lj L d:1 d O Oa J Z Q q D. Z Z U .0 o Q Q 0 O LL m Z O F_ CL U U) W D W W U ® O 504 a � a U U W _ a� Z ® z am Z Z z p w On Lu w U w r U V �UrF E J 0 (-]may r0Z6S 0 co Q _V v � Z M •y ZQO-j�co W f -61=m r c J W J O a o 0 0 I- U) U) � OO Q v I- ZQo��w o o= Z w Z E F- O 0ZIwY --o W << _j = Z z�0Ln U) 00 0 U Z c� Or W J LULU - ]a o W 11 = Z N LU 0 W W (- I- CY LU N m O IW C'4 Z } 0- t1 c4 STRUCTURALENG: MCD DRAFTING: -STRUCT: DP QC CHECK: EA I JOB No. PSQ-0206449 SCALE: AS INDICATED DATE: 11/12/18 S6 r QD N x Q X N 2 X N 2 N 2 H2x6 H2x6 H2x6 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 HEIGHTSPACING I STUD &SPECIES I INTER ORSPACI ZONE I ND ZO E 2x4 SPF #1/#2 1 16" O.C. MAX 16" O.C. MAX 9'-0" 1 2x4 SPF #1/#2 1 16" O.C. MAX 1 16" O.C. MAX I 9'4" 1 2x4 SPF #1/#2 1 16" O.C. MAX 1 16" O.C. MAX I 10'-0" 2x4 SPF #1/#2 16" O.C. MAX I 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 91/#2 STUDS ONLY. ULTIMATE WIND SPEED: 140 MPH EXPOSURE. B STANDARD 2ND FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW: OPENING SITTING ON MASONRY - WS45/SD7 OPENING SITTING ON WOOD BEAM - WS46/SD7 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW DETAIL WS09/SD5 U.N.O. 4. IF SHEATHING IS NOT INSTALLED CONTINUOUS (ONE SOLID PIECE) FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF FRAME WALL, INSTALL REQUIRED SHEATHING SPLICE BLOCKING PER PLAN DETAIL WF10 AT ALL LOCATIONS AS REQUIRED. 5. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING PLAN i.e. BUILT UP COLUMNS, CONNECTORS, ENGINEERING NOTES, SHALL SUPERCEDE ANY INFORMATION SHOWN ON A STANDARD DETAIL. IF ANY ITEM IS IN QUESTION, CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. NOTE: SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND ROOF FRAMING PLAN COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. --- W ry Z Q J fI� V _z NQ I..V W LL. J O I-- 0�/ W L.I_ 2 U) U Z a� O r Q W J W W > = Z W WWa 0 c� a W Co Q d N Z. g Cl) Lu C) ❑ U f= W N - W zpc'�r Z QZ J 0 JULL t—pro U) (f) c) < O OZI=—WYO UQQ Wa, J0- z3:0U� co OLLo 7 0 0 0 STRUCTURAL ENG: MCD DRAFTING: -STRUCT: DP QC CHECK: EA JOB No. PSQ-0206449 SCALE: AS INDICATED DATE: 11/12/18 M0 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 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 2x6x12 P.T. SYP #2 iCENTER BUCK I 1/2" J -BOLT W/ 5 1/2" EMBED. 1 1/2" 2x P.T. SYP #2 NAILER OF OPENING W/ (1) 1/4"x2-3/4" MIN. ---- -r- 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 MIN. (6) 1/2" DIAMETER J -BOLTS USING 2"X2" SQ. WASHERS & 5-1/2" MIN. EMBED. AT EA. 2x6 P.T. DOOR BUCK, EA. SIDE OF OPENING. FIRST ANCHOR (BOTTOM & TOP) 8" MAX. ABOVE GARAGE F.F. & 6" BELOW TOP OF BUCK, SPACE REMAINING ANCHORS —� LL w @ 24" O.C. MAX NOTE: CONTRACTOR TO VERIFY co C9 BUCK TO CMU ATTACHMENT LOCATIONS PER GARAGE DOOR —a a w MFR.'S WRITTEN SPECIFICATIONS DC7 0Uj �` —� > ¢ (D 45 DEG. BEVEL CUT 0 m N < 2x6 P.T. SYP #2 BUCK _m Q_ < END, 1 112" ABOVE �I a� SECTION GARAGE F.F., EA. SIDE T OF OPENING DO GARAGE BUCK DETAIL (MAX. 170C) 1/2"=T-0" DO BEARING/ SHEARWALL CONNECTION TO CMU 3/4"=1'-0" PRE -CAST LINTEL PER PLAN OPENING WATERPROOFING BY BUILDER/ OTHERS WINDOW/DOOR OPENING SIZE AND LOCATION PER PLAN (TYP). MASONRY WALL PER PLAN (TYP). P.T. BUCKS PER SCHEDULE (2) 2x TOP PLATE W/ (3) 12d END NAILS TO LAST STUD TYPICAL TIE BEAM W/ 3000 psi CONC. W/(1) #5 REBAR CONT. �11t77NZ�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 2' TITEN HD ANCHORS W/ AIN. 1 4' EMBEDMENT FOR HOLLOW 3LOCK OR 3 1/2" EMBEDMENT FOR SOLID 3LOCK. MAX. 6" FROM TOP AND BOTTOM )R 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" -ROM TOP AND BOTTOM AND 12" O.C. 3ETWEEN iWaamem-marm P.T. BUCK FASTENER SCHEDULE _� ,... - � — — — U) LU PROVIDE STANDARD HOOK Q: 1x4 Q� 12" O.C. 1 1x6 3/16" x 2 1/4" (1) #5 IN TIE BEAM 1x8 3/16" x 2 1/4" 12" O.C. 2 MIN. 2x4 SPF #2 KNEE WALL II (1) #5 BAR IN PRECAST WITH STUDS @ 16" O.C. W/ F. 3/16" x 3 1/4" 12" O.C. 1 2x6 3/16" x 3 1/4" 1 LINTEL I BUILDER FRAME �I•: ;,�, ;,<�j_ : 12" O.C. 2 (2) #5's VERTICAL IN U) NAILING SCHEDULE BOTTOM OF WALL. END OTHERWISE SP2 CLIPS GROUT FILLED CELL > - PLATE AND SP1 CLIPS EACH ENTIRE COLUMN TO z g OTHERWISE SP2 CLIPS O FO KNEEWALL AT DOWNSET BEAM ABU POST BASE 3/4"=1'-0" BE GROUT FILLED U.N.O. w CO ABOVE AND SPI CLIPS EACH STUD TO MASONRY WALL BOTTOM PLATE VERTICAL o. 3/4"=1'-0" NUT SET IN ADHESIVE \ 4 4 ii GROUT FILLED CELL (IF SEE FOUNDATION ;i PLAN FOR ADDITIONAL REQ'D PER PLAN) SIDE VIEW @ BASE OF POST CD01 CORNER COLUMN FRAMING 3/4"=1'-0" NOTE: SEE MD08 ON LINTEL PLAN r L _ DETAIL DO VERTICAL REINFORCEMENT 1/2"=V-0" NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL SEE FRAMING PLAN FOR BEARING WALL LOCATION SEE BEARING WALL SCHEDULE FOR REQUIRE[ CONNECTIONS, STUD SPACING, AND BLOCKING REQUIREMENTS 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 2x6x12 P.T. SYP #2 iCENTER BUCK I 1/2" J -BOLT W/ 5 1/2" EMBED. 1 1/2" 2x P.T. SYP #2 NAILER OF OPENING W/ (1) 1/4"x2-3/4" MIN. ---- -r- 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 MIN. (6) 1/2" DIAMETER J -BOLTS USING 2"X2" SQ. WASHERS & 5-1/2" MIN. EMBED. AT EA. 2x6 P.T. DOOR BUCK, EA. SIDE OF OPENING. FIRST ANCHOR (BOTTOM & TOP) 8" MAX. ABOVE GARAGE F.F. & 6" BELOW TOP OF BUCK, SPACE REMAINING ANCHORS —� LL w @ 24" O.C. MAX NOTE: CONTRACTOR TO VERIFY co C9 BUCK TO CMU ATTACHMENT LOCATIONS PER GARAGE DOOR —a a w MFR.'S WRITTEN SPECIFICATIONS DC7 0Uj �` —� > ¢ (D 45 DEG. BEVEL CUT 0 m N < 2x6 P.T. SYP #2 BUCK _m Q_ < END, 1 112" ABOVE �I a� SECTION GARAGE F.F., EA. SIDE T OF OPENING DO GARAGE BUCK DETAIL (MAX. 170C) 1/2"=T-0" DO BEARING/ SHEARWALL CONNECTION TO CMU 3/4"=1'-0" PRE -CAST LINTEL PER PLAN OPENING WATERPROOFING BY BUILDER/ OTHERS WINDOW/DOOR OPENING SIZE AND LOCATION PER PLAN (TYP). MASONRY WALL PER PLAN (TYP). P.T. BUCKS PER SCHEDULE (2) 2x TOP PLATE W/ (3) 12d END NAILS TO LAST STUD TYPICAL TIE BEAM W/ 3000 psi CONC. W/(1) #5 REBAR CONT. �11t77NZ�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 2' TITEN HD ANCHORS W/ AIN. 1 4' EMBEDMENT FOR HOLLOW 3LOCK OR 3 1/2" EMBEDMENT FOR SOLID 3LOCK. MAX. 6" FROM TOP AND BOTTOM )R 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" -ROM TOP AND BOTTOM AND 12" O.C. 3ETWEEN iWaamem-marm P.T. BUCK FASTENER SCHEDULE d O, z N SIZE TAPCONS SPACING # ROWS 1x4 3/16" x 2 1/4" 12" O.C. 1 1x6 3/16" x 2 1/4" 1211 1x8 3/16" x 2 1/4" 12" O.C. 2 MIN. 2x4 SPF #2 KNEE WALL II I (2) 2x #2 SYP SEE PLAN WITH STUDS @ 16" O.C. W/ 2x4 3/16" x 3 1/4" 12" O.C. 1 2x6 3/16" x 3 1/4" 1 19" I BUILDER FRAME 2x8 3/16" x 3 1/4" 1 12" O.C. 2 NOTES: 1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE 4" FROM ENDS AND 12" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK. 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN THIS CASE. 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK. MAX. 2 PLIES OVER INITIAL P.T. BUCK. 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID GROUTED CMU. 6. WINDOW OR DOOR INSTALLATION BY OTHERS DO 2x BUCK DETAIL 1/2"=1'-0" —COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D LAST STUD OF KNEE WALL d O, z N BEAM INTO LONG SPAN AS INDICATED ON BEAM JOINING UP TO MAIN HOUSE SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN y WALLS SHALL BE ATTACHED DOUBLE 2x TOP PLATE I (2) 2x TOP PLATE TO MIN. (2) 2x FULL HEIGHT IF REQ'D, PROVIDE WALL STUDS W/ (2)-16d NAILS CLOSURE WALL w/ @ 12" O.C. I III I 1-' SINGLE TOP AND BASE MIN. 2x4 SPF #2 KNEE WALL II I (2) 2x #2 SYP SEE PLAN WITH STUDS @ 16" O.C. W/ 0.131 x 3 1/4" NAILS FOR BEAM SIZE STRUCTURAL SHEATHING \` W/ STRUCTURAL ON BOTH SIDES FROM TOP I BUILDER FRAME OF WALL TO BOTTOM OF RADIUS AS REQ'D BEAM. ATTACHED PER I PER NAILING PATTERN NAILING SCHEDULE BOTTOM OF WALL. END OTHERWISE SP2 CLIPS ATTACHED PER EACH STUD TO DOUBLE TOP - PLATE AND SP1 CLIPS EACH PLATE STUD TO BOTTOM PLATE OTHERWISE SP2 CLIPS O FO KNEEWALL AT DOWNSET BEAM ABU POST BASE 3/4"=1'-0" (2) 2x PLATE LAST STUD OF KNEE WALL JOINING UP TO MAIN HOUSE WALLS SHALL BE ATTACHED TO MIN. (2) 2x FULL HEIGHT WALL STUDS W/ (2)-16d NAILS @ 12" O.C. TYP. TRUSS TO FRAME CONNECTION PER STD.CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE MIN. 2x4 SPF #2 KNEE i WALL WITH STUDS @ 16" O.C. W/ STRUCTURAL I SHEATHING ON BOTH SIDES FROM TOP OF BUILDER FRAME WALL TO BOTTOM OF RADIUS AS REQ'D BEAM. ATTACHED PER NAILING SCHEDULE fi FO KNEEWALL AT UPSET BEAM 3/4"=1'-0" SEE ROOF SHEATHING, PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. DOUBLE TOP PLATE SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) 2x TOP PLATE @ EACH STUD (2) 12d NAILS @ EACH END PRE-ENGINEERED SIMPSON LSTA30 W/ ROOF TRUSS - SEE (22) 10d NAILS (ALL FRAMING PLAN FOR CORNER CONDITIONS SPACING EXTERIOR SHEATHING STRAP AROUND SEE PLAN FOR NAIL PER PLAN TALLER STUD) CONNECTION 2x BRG WALL, SEE PLAN FOR STUD SIZE & SPACING. MIN (2) 2x SEE FLOOR PLAN FOR UNDER GIRDER TRUSS MORE BRG. WALL INFO U.N.O. 2x BLOCKING X SIMPSON LSTA24 EACH (2) 2x TOP PLATE STUD ATTACH 2x TO 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/(2) PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS SPACING. MIN (2) 2x STAGGERED @ 8" UNDER GIRDER TRUSS SEE PLAN FOR O.C. U.N.O. CONNECTION F1 SECTION @ DOUBLE BEARING F1 STEP @BEARING FRAME WALL 3/4"=1'-0" 3/4"=1'-0" PRE-ENGINEERED d O, z N BEAM INTO LONG SPAN AS INDICATED ON BEAM TRUSSES PER PLAN @ SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN (2) 2x TOP PLATE 24" O. C. MAX. DOUBLE 2x TOP PLATE (2) 2x #2 SYP SEE PLAN TYP. TRUSS TO FRAME 1P IF REQ'D, PROVIDE CONNECTION PER STD CLOSURE WALL w/ CONNECTION NOTES I III I 1-' SINGLE TOP AND BASE WALL STUDS W/ II PLATE w/ (2) 16d NAILS EXT. SHEATHING ATTACHED 0.131 x 3 1/4" NAILS TO TRUSS. STUDS @ PER NAILING SCHEDULE FROM \` W/ STRUCTURAL TOP OF KNEEWALL TO BOTTOM 24" O.C. &EXT. OR SP2 CLIPS AT TOP AND SPI SHEATHING INSTALLED CLIPS AT BASE ARE REQ'D. I PER NAILING PATTERN 2x BLOCKING X 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) #5T. MASONRY WALL PER CONT. PLAN Fl KNEEWALL ABOVE MASONRY WALL DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSUL STRUCTURAL SHEATHING TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE LAST STUD OF d O, z N BEAM INTO LONG SPAN AS INDICATED ON BEAM KNEE WALL JOINING SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN (2) 2x TOP PLATE UP TO MAIN HOUSE '��b6j'a a (2) 2x #2 SYP SEE PLAN WALLS SHALL BE FOR BEAM SIZE (ONLY ATTACHED TO MIN. IF OPENING PROVIDED (2) 2x FULL HEIGHT I III I 1-' I PER PLAN) WALL STUDS W/ II 2x4 SPF #2 KNEE WALL (2)-16d NAILS @ 12" 0.131 x 3 1/4" NAILS W/ STUDS @ 16" O.C. O.C. W/ STRUCTURAL 1/2" x 8" ANCHOR BOLT I SHEATHING FROM OR TITEN HD @ 32" TOP OF WALL TO O.C. & 6" FROM EACH BOTTOM OF WALL. END ATTACHED PER 2x PT BOTTOM - NAILING SCHEDULE PLATE OTHERWISE SP2 CLIPS PRECAST LINTEL OR ABU POST BASE EACH STUD TO BEAM KNOCK OUT COURSE ABOVE AND SPI CLIPS EACH STUD TO MASONRY WALL BOTTOM PLATE fi FO KNEEWALL AT MASONRY WALL o. 3/4"=1'-0" CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN d O, z N BEAM INTO LONG SPAN AS INDICATED ON BEAM �'rr SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN MAIN FLOOR STRAP IS NOT REQUIRED. '��b6j'a a ELEV 0'-0" PT. POST (AS NOTED) EXT. AS NOTED SEE FOUNDATION LAP BEAM PLYS AND PLAN FOR MORE INFO I—III— I III I 1-' NAIL AS SHOWN (5) II WALL PER 0.131 x 3 1/4" NAILS PLANMASONRY SEE FOUNDATION --j DETAILS FOR FTG INFO PER PLY HTS20 CLIP FROM POST TO BEAM EXTERIOR BEAM AS NOTED PLAN VIEW @ TOP OF POST PT POST (AS NOTED) ABU POST BASE (AS NOTED) o' 5/8" THREADED ROD w/ o. NUT SET IN ADHESIVE \ 4 4 ii SEE FOUNDATION a PLAN FOR ADDITIONAL INFO SIDE VIEW @ BASE OF POST CD01 CORNER COLUMN FRAMING 3/4"=1'-0" RE. ELEV FOR O.H. PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION A' TOP OF MASONRY Y SEE ARCH PLANS FOR OVERHANGINFO TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID wl WINDOW PER > FLOOR PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN S01 TYPICAL ONE STORY CMU WALL SECTION 3/4"=1'-0" .TING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ISI V �sW N d O, z N O O. J =a N �'rr H2' Q zo a o- z MAIN FLOOR nQ.a O Z U '0 '��b6j'a a ELEV 0'-0" CONC. SLAB - VERT REINF. BEYOND SEE FOUNDATION iY LL ED W PLAN FOR MORE INFO I—III— I III I 1-' II WALL PER I I PLANMASONRY SEE FOUNDATION --j DETAILS FOR FTG INFO S01 TYPICAL ONE STORY CMU WALL SECTION 3/4"=1'-0" .TING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ISI V �sW N d O, z N O O. J =a N Q'w m ;v d H2' Q zo a o- z Z nQ.a O Z U '0 '��b6j'a a baa a asL�eo Q F 11112/18 Q O iY LL ED W W Q U COO PEI8 1� U tee° W z� am Q Z O w ^� W O - H U) Liv W U 06 -Zf � O (n Z '0_1 ' m W F- U 1= CO r c ~ W U) U) °o Q c 1— fn ZQO�2ui o F-- V OzI=wY0 E WLLJ UQQ�<nz. = F¢— � 0 3 U) Z co 0 L o O U � Z a) O O W J W o W = Q U) �I Z LU �Wa 0��a LLJ Y m C a aN� -- STRUCTURALENG: MCD DRAFTING -STRUCT: DP QC CHECK: EA JOB No, PSQ-0206449 SCALE: AS INDICATED DATE: 11112/18 SIMPSON DIAGONAL TO BEAM SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN BEAM CONNECTION SIMPSON DIAGONA PLATE SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM WALL TO GABLE TRUSS DOUBLE 2x TOP PLATE FASTEN SIDE WALL SHEATHING PER PLAN. EXT. SHEATHING; ATTACH PER PLAN FRAME WALL CONNECTION REQ'D GABLE END "L" AND/OR "T" BRACING STRONG BACK PER GABLE END BRACING CHART 2x4 SYP #2 TOP CHORD BRACING @ 16" O.C. MIN (2) TRUSS BAYS BACK FROM GABLE END (MIN. 48") CONTRACTOR TO FIELD VERIFY WHICH GABLE END CONDITION IS REQUIRED. CONTACT EOR A23 DIAGONAL TO TRUSS PER FOR ADDITIONAL INFO AS REQ'D TRUSS BOTTOM PLAN TYP. CHORD. REFER TO SIMPSON A23 @ EACH GE02 FOR REQ'D BRACE TO PLATE BRACING TYP MAINTAIN 31/4" ROOF SHEATHING PER END. REDUCE SIMPSON DTC @ 48" PLAN ATTACH PER CLEARANCE BETWEEN r 1/2" J -BOLTS w/ 2x4 SYP #2 BOTTOM @ WALLS CARRYING PLYWOOD INSIDE FACE OF CMU WASHERS (MIN. 7" CHORD BRACING @ 16" BLOCK & TRUSS SHEATHING & AND CENTERLINE OF EMBED) MIN. 6" FROM O.C. FOR FALSE BEAM A -A. INSTALL MID -HEIGHT STRONGBACK NAILING PER J -BOLT EACH END AND 32" ATTACHMENT W/ (3) PLAN SHALL \ 12 O.C. MAX. (9 10d TOENAILS EA. END w LU RUN CONT. 8d NAILS (MAX. 4' MIN. (2) TRUSS BAYS = BACK ACROSS GABLE 2x8 P.T. PLATE, CANT. x < FROM GABLE u) _j TO BOTTOM OF FOR CLG. NAILING LU Y = U END (MIN. 48") ❑ LL FALSE BEAM. SURFACE o < 2x TOP PLATE TO ATTACHED PER PROVIDE 16d NAILS O GABLE END W/ 12d BETWEEN 12" LONG— NAILING GABLE END TRUSS TO = NAILS @ 6" O.C. \ SCHEDULE PLATE @12" O.C. MAX. HGA10 @ 32" O.C. 2x4 SYP #2 FRAMING FOR FALSE BLOCKING \ \ BEAM @ 16" O.C., IF REQ'D W/ (4) GABLE "L" BRACING. — NON -LOAD BEARING PROVIDE12 10d NAILS @ EA. TRUSS BRACE \ k TIE BEAM COURSE w/ TOP AND BOTTOM LOCATIONS CARRYING 2x4 #2 SYP CMU WALL OR LINTEL (1) #5 CONT. MIN. 2x4 SYP #2 STUDS @ 16" O.C. WALL DOWN 1-z' BLOCKING BELOW W/ SINGLE BOTTOM & TOP PLATE BRACING AND BETWEEN CMU WALL CONNECTION W/ (3) 10d NAILS EACH END TYP. STUDS ONLY IF FALSE BEAM FRAME DOWN 2x4 SYP #2 HORIZONTAL PER PLAN IS A SINGLE 2x BLOCKING @ 16" O.C. W/ (3) 10d IF REQ'D WIDE NAILS EACH END CLEAR SPAN CONNECTION 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GE01 GABLE END @ FLAT CEILING CONNECTIONS 3/4"=1'-0" (150 MPH EXP. B) 2x4 SYP #2 BLOCKING @ 48" O.C. MAX. W/(3) 12d TOE -NAILS @ EA. ROOF SHEATHING PER END. REDUCE SIMPSON DTC @ 48" PLAN ATTACH PER SPACING TO 24" O.C. O.C. MAX. STUD NAILING SCHEDULE @ WALLS CARRYING VERTICAL GAP REDUCED DOWN TO LOADS SUCH AS 16" O.C. MAX. @ BLOCK & TRUSS CABINETS OR HEAVY \ SHELVING A -A. INSTALL MID -HEIGHT STRONGBACK LOCATION. ATTACH W/(6) TRUSSES AT 24" OX TYP. NON -LOAD HEIGHT BEARING WALL PER SIMPSON DTC @ 48" PLAN. STUDS @ 24" O.C. ATTACH W/ (6) E O.C. MAX. STUD NAILS (MAX. 4' SPACING TO BE VERTICAL GAP REDUCED DOWN TO BETWEEN 12" LONG 16" O.C. MAX. @ BLOCK & TRUSS 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ROOF SHEATHING AND NAILING PER NOTE: ALL GABLE ADJ. BAYS @ EA. DIAL. AS SHOWN. FASTEN PLAN. SHEATHING SHALL BE CONT. FROM ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ FIRST COMMON ROOF TRUSS b" U.U. (4) bAYJ IVIIN (1) IJAY AF I tK dlKAl:t IJ SYP#2 OR BETTER HEIGHT REQUIRED "L" BRACING H < 3'-6" REQ'D) Z CONT. 2x4 (1) 2x4 GABLE "L" BRACE. FASTEN TO EACH -STRUCT: X 7'-4" < H < 9'-0" (2) 2x4 GABLE "L" BRACE. FASTEN TO EACH – GABLE END TRUSS VERT. PER SECTION A -A < H < 18'-0" 9'-0" < H < 18'-0" (2) 2x4 GABLE "L" BRACE. FASTEN TO EACH \ 12 A -A. INSTALL MID -HEIGHT STRONGBACK LOCATION. ATTACH W/(6) PER ASSEMBLY B -B OR HEAVY REDUCE DTC SPACING Q F- \ 12 AS INDICATED 2x4 DIAGONAL BRACE O.C.SE 8d NAILS (MAX. 4' SHELVING. \ MAX @ 48" O.C. TO 3RD N QLz (5) 16d NAILS SPACING TO B E \ —� BAY REQ'D w/ DIAGONAL \ \ STRONGBACK, SEE CHART BETWEEN 12" LONG— BRACE TO 2x4 HOLD TOP OFLOADS SUCH AS \ BLOCKING \ \ BLOCK & TRUSS GABLE "L" BRACING. — NON -LOAD BEARING PROVIDE12 \ k SEE CHART BELOW = LOCATIONS CARRYING PERPENDICULAR . WALL DOWN 1-z' STRONGBACK IF = BRACING AND 12 MAX TRUSS BLOCKING.) ATTACH TO EACH BELOW BOTTOM OF REQ'D PER DIAGONAL BRACE CABINETS OR HEAVY 2x BLOCKING x 12" GABLE BRACING TRUSS BOTTOM W/ (2) 16d NAILS A SHELVING. A CHART. SEE CHORD. LONG @ TRUSS ASSEMBLY B -B = GABLE BRACING @ BELOW w LOCATION FOR CLIP 48" O.C. NOT REQ'D FOR CLIP 6' FROM EAVES ATTACHMENT, @ 48" GABLE END o ATTACHMENT. ATTACH SHEATHING g O.C. ATTACH TO WALL HOLD TOP OF TO WALL SINGLE TOP FASTEN PER X SINGLE TOP PLATE W / X PLAN. PLATE W / MIN. (4) 8d zri— GABLE BRACING CHART HEIGHT REQUIRED "L" BRACING H < 3'-6" NO GABLE "L" BRACE REQUIRED 3'-6" < H < 7'-4" (1) 2x4 GABLE "L" BRACE. FASTEN TO EACH -STRUCT: GABLE END TRUSS VERT. PER SECTION A -A 7'-4" < H < 9'-0" (2) 2x4 GABLE "L" BRACE. FASTEN TO EACH – GABLE END TRUSS VERT. PER SECTION A -A < H < 18'-0" 9'-0" < H < 18'-0" (2) 2x4 GABLE "L" BRACE. FASTEN TO EACH GABLE END TRUSS VERT. PER SECTION LO" A -A. INSTALL MID -HEIGHT STRONGBACK LOCATION. ATTACH W/(6) PER ASSEMBLY B -B SECTION A -A GABLE "L" BRACING 2x4 GABLE "L" BRACE IF REQ'D SEE CHART. 10d COMMON NAILS @ 6" O.C. GABLE TRUSS VERTICAL 2ND 2x4 GABLE "L" BRACE IF REQ'D, SEE CHART SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS GABLE TRUSS VERTICAL BEYOND 2x4 GABLE "L" BRACE 2x4 ATTACHED TO EACH GABLE "L" BRACE W/ (2) 10d NAILS (1) A23 FROM STRONGBACKTO MID -HEIGHT DIAGONAL STRONGBACK TO BE - INSTALLED CENTERED ON MAX. HEIGHT OF GABLE TRUSS 2x6 10d COMMON NAILS @ 8" O.C. GE02 GABLE END BRACING WIND SPEED & EXPOSURE: 140C MAX 3/4"=1'-0" TYP. NON -LOAD SIMPSON DTC @ EACH DRAFTING: LOCATIONS CARRYINGBEARING BOTTOM CHORD/ Fes- -STRUCT: WALL PER HORIZONTAL BLOCK LOADS SUCH AS TRUSS BLOCKING.) QC CHECK: EA PLAN. STUDS @ 24" LOCATION. ATTACH W/(6) PSQ-0206449 OR HEAVY REDUCE DTC SPACING Q F- SCALE: AS INDICATED O.C.SE 8d NAILS (MAX. 4' SHELVING. TO 24" O.C. FOR N QLz SPACING TO B E VERTICAL GAP —� WALLS CARRYING REDUCED DOWN TO BETWEEN 12" LONG— HOLD TOP OFLOADS SUCH AS 16" O.C. MAX. @ BLOCK & TRUSS — NON -LOAD BEARING CABINETS OR HEAVY LOCATIONS CARRYING BOTTOM CHORD/ WALL DOWN 1-z' SHELVING LOADS SUCH AS TRUSS BLOCKING.) BELOW BOTTOM OF CABINETS OR HEAVY 2x BLOCKING x 12" TRUSS BOTTOM 2x BLOCKING x 12" SHELVING. LONG @ HORIZONTAL CHORD. LONG @ TRUSS BLOCKING LOCATION LOCATION FOR CLIP FOR CLIP ATTACHMENT, @ 48" ATTACHMENT. ATTACH O.C. ATTACH TO WALL HOLD TOP OF TO WALL SINGLE TOP SINGLE TOP PLATE W / NON LOAD BEARING PLATE W / MIN. (4) 8d MIN. (4) 8d NAILS. NAILS. WALL DOWN 1-Z BELOW BOTTOM OF SINGLE 2x TOP PLATE TRUSS BOTTOM SINGLE 2x TOP PLATE CHORD. F2 NON-BEARING WALL (PARALLEL TRUSS) 1/2"=11-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use EXT. WALL / TRUSS SIMPSON LRU26Z W/ (9) 10d x 1 1/2" NAILS 2x4 SYP #2 OR PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. MAX. DESIGNED FOR SHINGLE ONLY V • STRONGBACK ASSEMBLY B -B 2x8 SYP #2 LEDGER. ATTACH TO STUDS W/ (2) 1/4" x 4 1/2" SIMPSON SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS W/ (2) 1/4" x 3 1/2" SIMPSON SDS SCREWS @ 16" O.C. MAX.; TO MASONRY W/ 2x6 P.T. SYP #2 LEDGER W/ (2) 1/4" x 3 1/4" TAPCONS @ 12" O.C. SHEATHING PER PLAN 12 MIN. 2x6 SYP #2 OR SEE PRE-ENGINEERED PLAN ROOF TRUSSES @ 24" O.C. MAX. \ (5) 10d NAILS FOR CONV. FRAMED MEMBERS ONLY 4'-0" MAX SIMPSON LUS24 W/ FASCIA PER (6) 10d x 1 1/2" NAILS COMMUNITY SPECS 2x4 SYP #2 LEDGER. ATTACH TO STUDS OR BEAM W/ (2) 1/4" x 4 1/2" SIMPSON SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS W/ (2) 1/4" x 3 1/2" SIMPSON SDS SCREWS @ 16" O.0 MAX.; TO MASONRY W/ 2x4 P.T. SYP #2 LEDGER W/ 1/4" x 3 1/4" TAPCONS @ 12" O.C. D01\ TYPICAL SHED ROOF DETAIL STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 #2 SYP CONT. W/ (2) 16d COMMON NAILS EA. STUD OR TRUSS MEMBER, TYP. (MAX. 24" O.C.). IF MASONRY, USE (2) 1/4" TAPCONS W/ MIN. 2" EMBED. @ 24" O.C. TRUSS OR ROOF SYSTEM WOOD/MASONRY WALL OR TRUSS, SEE D02 LEDGER @ LOW ROOF PLAN 3/4"=T_ W duplication, or transfer of these documents without the expressed, w STUD U.N.O. SEE BEARING WOOD WALL SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET FOR MORE INFORMATION SP4 TOP OF CRIPPLE AT STRAP LOCATION DOOR OPENING I \ - SP4 @ BASE OF EA. - STUD U.N.O. SEE BEARING WALL SCHEDULE ON NOTES & CONNECTORLEGEND SHEET FOR MORE INFO. (2) ROWS 12d NAILS STAGGERED @ 12" O.C. EA. FACE OR (3) ROWS 12d NAILS STAGGERED @ 12" O.C. FOR 2X10 OR GREATER HEADER LSTA30 HEADER TO STUDS U.N.O. DOWNFRAME TO DOOR SIM TO WF01/SD3 2X STUDS TYP. ATTACH JAMB STUDS PER WF08/SD3 BASE PLATE TO BE ATTACHED TO FTG USING 1/2" 0 J -BOLTS OR EPDXY ANCHOR @ 6" FROM EA. END OF BASE PLATE & WALL OPENINGS & 32" O.C. W/ 7" MIN EMBED. & 2" WASHER. AT SLAB STEP DOWNS, EMBED. MUST BE 7" BELOW STEP P.T BASE PLATE 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. TOP AND BOTTOM IF HEADER IS NOT FLUSH AGAINST TOP PLATE WHEN STUD LENGTH IS < 12" USE LSTA30 STRAPS AT EA. STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EA. SIDE W/ (11) 10d NAILS SP4 TOP OF CRIPPLE AT STRAP LOCATION (2) ROWS 12d NAILS STAGGERED @ 12" O.C. EA. FACE OR (3) ROWS 12d NAILS STAGGERED @ 12" O.C. FOR 2X10 OR GREATER HEADER SEE HEADER SCHEDULE FOR HEADER CONNECTION INFORMATION LSTA30 HEADER TO STUDS U.N.O. FILLING AND BLKING AS REQ'D W/ (2) ROWS OF 12d @ 16" O.C. TO HEADER UNO 2X STUDS TYP ATTACH JAMB STUDS PER WF08/SD3 BASE PLATE TO BE ATTACHED TO FTG USING 1/2" J -BOLTS OR EPDXY ANCHOR @ 6" FROM EA. END OF BASE PLATE & WALL OPENINGS & 32" O.C. W/ 7" MIN EMBED PER BRG WALL SCHEDULE. AT SLAB STEP DOWNS, EMBED. MUST BE 7" MIN. BELOW STEP P.T BASE PLATE HEADER DETAIL NOTES: 1. UPLIFT CONNECTORS INDICATED ON THIS DETAIL ARE ONLY REQUIRED WHEN BEARING WALL HAS UPLIFT. IF FRAMING PLAN INDICATES CONNECTORS, THEY WILL SUPERCEDE THE STANDARD CONNECTORS SHOWN HERE AND THE STANDARD CONNECTORS ARE NOT REQUIRED. 2. REQUIRED NUMBER OF KING STUDS PER THE HEADER SUPPORT SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET. QUANTITY OF KING STUDS SHOWN ON FRAMING PLANS SHALL SUPERCEDE THE QUANTITY AS SHOWN ON STANDARD DETAILS. 3. JACK STUDS SHALL BE INDICATED ON FRAMING PLANS BY THE DIAMOND DESIGNATION AND SHALL BE THE BEARING SUPPORT MEMBERS FOR HEADERS. IF NO JACK STUD DESIGNATIONS ARE SHOWN, REFER TO THE HEADER SUPPORT SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET. 4. CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. THEN ATTACH ADDIT'L KINGS AS REQ'D. F0 TYPICAL INTERIOR BEARING WALL HEADER 1/2"=1'-0" ritten consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. F= z LU ❑ V) w 0 N z O H w �Ullii' N ee\� .-.. W N_ ti •, :6 0 4: ' av 1%, N LL = z a� W O SZ 0 0; J� V = Q ew ° < 0 z < ..........0 R0``\" E u W Q z 0 I— !2 U L7 W W z O U O J TW J UJ F-. o LL] It _ O (n U U < z W N�N W W V U r~ z OT H ~ QO a� W J W M W W = z N W O W d LU N m � Q M >}> N 7 d V Gb W °I z" am rzn v � h U)w Lu UUJ �D(oh o J o6W0cn ONrn a U W Z Cj y z Q 0_jLL( J N O aa❑> o 0 Qp(Uii EZ❑xzwz OZt-wY0 U<< a z OM O O o 0 u �STRUCTURALENG: MCD W DRAFTING: Fes- -STRUCT: DP U QC CHECK: EA JOB No. PSQ-0206449 Q F- SCALE: AS INDICATED L W DATE: 11/12/18 O co LU eo CD 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. GABLE BRACING C O.C. MAX. 45° FRO HORIZONTAL (+/-1 BRACE NOT REQU 6' FROM EAVES. PROVIDE BLOCKIP BETWEEN TRUSS @ 48" O.C. FOR FI BAYS ------ n I WALL PER PLAN CONNECTION DETAIL I/ — (FRAME WALL SHOWN; FOR REQ'D MAY ALSO BE CONNECTIONS MASONRY) 'NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING' F. 2x4 @ 24" O.C. 2x BUCK PER DETAIL E END MD04/SD1 \THING FASTEN PLAN IV 3-E AS REQ'D SON H10ADIAG. FO ARCH WINDOW FRAMING DETAILS LOCKING ✓IDE 2x BLOCKING NAILING SS PER PLAN PLAN FOR 'ORT AND TIE N OF JACK 3SES GE03 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 w NAILS @ EACH END (TYP.) o i I � 2x6 RAFTER TO 2x8 RIDGE BOARD W/A35 ON ONE SIDE OF RAFTER. ATTACH A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) \ f -- --- -------- NOTE: CUT BACK 2x8 2x SCAB w/ 10d NAILS PRECAST LINTEL PER P.T. @ TOP TO ALLOW SHEATHING (THICKNESS PER A PLAN CONT. 2x4 BLOCKING \THING PER PLAN BELOW W/ 1/4"x4-1/2" AROUND CURVE. MIN. SIMPSON SDS SCREWS 2x6 I y 2X8 RIDGE BOARD 2 TAPCON ANCHORS FASTEN CONV. 2x VALLEY RAFTER MASONRY WALL PER 2x8 O.C. MAX. SEE PLAN LSTA12 CONNECTORS ((5) 8d NAILS) @ EA. 2x8 W/ (2) 16d TOE RAFTER TO PLATE CONN. RE O.H. IS > T-0", NAILS EA. END _J7 END GABLE w/ CMU WALL PER PLAN -OOKERS @ 24" 2x SPF CONT. TO RUN BACK TO BLOCKING ATTACH TO ;OMMON TRUSS 7/16" OSB W/ (2) 8d PER PLAN 1 (3) 12d TOENAILS. NAILS TO LEDGER VECT TO DROP — _E WITH H2.5 CLIP. 7/16" OSB EA. SIDE, W/ 2'-0" O.H. 6d NAILS @ 16" O.C. TO 1/4" x4" TAPCONS @ 12" SIDE & TOP NAILER F. 2x4 @ 24" O.C. 2x BUCK PER DETAIL E END MD04/SD1 \THING FASTEN PLAN IV 3-E AS REQ'D SON H10ADIAG. FO ARCH WINDOW FRAMING DETAILS LOCKING ✓IDE 2x BLOCKING NAILING SS PER PLAN PLAN FOR 'ORT AND TIE N OF JACK 3SES GE03 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 w NAILS @ EACH END (TYP.) o i I � 2x6 RAFTER TO 2x8 RIDGE BOARD W/A35 ON ONE SIDE OF RAFTER. ATTACH A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) \ f -- --- -------- FASTEN SYP OR SPF 2X6 (MIN. 2x SCAB w/ 10d NAILS WIDTH) PLATE THRU O.S.B 9<<< LLl SHEATHING (THICKNESS PER A JQ�� PLAN) TO PRE -ENG TRUSS � BELOW W/ 1/4"x4-1/2" p -� SIMPSON SDS SCREWS 2x6 I y 2X8 RIDGE BOARD PLATE TO TOP CHORD OF FASTEN CONV. 2x VALLEY RAFTER EACH TRUSS BELOW2x6's @ 24" FRAMING (OR PRE -ENG VALLEY TRUSSES) O.C. MAX. TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 CONNECTORS ((5) 8d NAILS) @ EA. RAFTER TO PLATE CONN. CF01 FIELD FRAMED VALLEY DETAIL 1/2"=1'-0" BUILDER NOTE: SOFFIT FRAMING NOT REQUIRED WITH ALUMINUM OL SO OR VINYL SOFFITS '44NG tipR0ss FASROOTEN PER PLAN opFO 2x4 FRAMING @ 24" 2x SCAB w/ 10d NAILS O.C. MAX. @ 4" O.C. PROVIDE (4)10d x3" PER -ENG TRUSSES NAILS AT JOINT ""7F SHEATHING, TEN PER PLAN FRAMING @ 24" MAX. )VIDE (4) 10d x 3" -S AT JOINT PER PLAN (0 2x SCAB w/ 10d NAILS LLl Z �d'r� Na O a, > z �\ � @ 4" O.C. p -� Q TRUSS CONNECTION Q PER -ENG TRUSSES PER PLAN 2x FASCIA PER PLAN _J7 2x FASCIA CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOE NAILS LEDGER PER PLAN TO LEDGER 2x4 PT LEDGER W/ 2x4 LEDGER W/ (2) 16d 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER NAILS @ 16" O.C. O.C. PLAN SEE ELEV. FOR SEE ELEV. FOR O.H. SIZE O.H. SIZE CONDITION @ CMU WALL CONDITION @ FRAME WALL F1 TYPICAL SCAB OVERHANG 3/4"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DES ARCH PER ELEV OIL NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 1" EDGE 1 1/2" EDGE 10d x 3" COMMON 10d x 3" COMMON OPP. SIDE z w N T (2) 2x4's LINTEL (SEE PLAN) SEE TYPICAL HEADER 7/16" O.S.B. EA. SIDE FRAMING DETAILS FOR ADDITONAL INFORMATION (HEADER CAN BE 2x BLK'G. TO O.S.B. W (2) - 8d EACH END END VIEW w/ CMU HEADER (SEE PLAN) ARCH PER ELEV ❑ t 2 1/2" ❑ z LU Uj 1 1/2" cV N 10d x 3" COMM( c9 z a U) co Ij 10d x 3" COMM( OPP. SIDE (2) 24's (2) 2x8's (2) 2x COLUMN FO TYPICAL BUILT-UP STUD COLUMN DETAIL 1 1/2"=1'-0" 7/16" O.S.B. EA. SIDE 2x BLK'G. TO O.S.B. W/ (2) - 8d EACH END END VIEW w/ WOOD 2 1/2" EDGE (7 z U a U) co n� ircin� im 2X4'5 z W 'v c� z Q w co i EDGE DISTANCE PER DETAIL lr INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN \ O 2x STUDS @ 16" O.C. FOR KNEE WALL F O LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT \I B ROOF SHEATHING FOR STRAP CONT. ROOF SHEATHING NAIL PER PLAN D 1 \ PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END TO TOP CHORDS OF TRUSSES BELOW WHEN \ BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS l \ BELOW AND CONNECT w/ HTS20 @ 32" O.C. / l I PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW H � � � A / ` O2x PLATES OVER ROOF DECK PER VALLEY FRAMING DETAIL \ B O DOUBLE TOP PLATE �I \ C SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR B HO RAFTER \ c E COMMON TRUSS PER PLAN OR CONV. FRAMING w/ JO STRUCTURAL SHEATHING PER PLAN AND ROOF \ 111 1 FINISH PER ARCHITECTURAL PLANS G E \ CURVED R O RAFTERS w/ (2) LAYERS 3/4" CD SHEOATH NG ED / NAILED @ 6" O.C. STAGGERED G F01 DORMER FRAMING DETAIL NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D 1/2"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. IGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. EITHER UPSET OR DOWNSET) 2x W/ (2) 16d TOE NAILS EACH END (3) 16d COMMON NAILS (TYP.) 2x4 SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EACH SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCKS, 10dx3" 10d x 3" OPP. SIDE \NCE PER z z w ❑ W W r; 0 z O h- 0 W (0 C\1 N LLl Z �d'r� Na O a, > z Qaz o -tA H-- 0.Z= - 4av z HEADER PER vii s �` p -� Q LOCATION Q E _j ED LL _J7 r n� ircin� im 2X4'5 z W 'v c� z Q w co i EDGE DISTANCE PER DETAIL lr INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN \ O 2x STUDS @ 16" O.C. FOR KNEE WALL F O LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT \I B ROOF SHEATHING FOR STRAP CONT. ROOF SHEATHING NAIL PER PLAN D 1 \ PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END TO TOP CHORDS OF TRUSSES BELOW WHEN \ BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS l \ BELOW AND CONNECT w/ HTS20 @ 32" O.C. / l I PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW H � � � A / ` O2x PLATES OVER ROOF DECK PER VALLEY FRAMING DETAIL \ B O DOUBLE TOP PLATE �I \ C SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR B HO RAFTER \ c E COMMON TRUSS PER PLAN OR CONV. FRAMING w/ JO STRUCTURAL SHEATHING PER PLAN AND ROOF \ 111 1 FINISH PER ARCHITECTURAL PLANS G E \ CURVED R O RAFTERS w/ (2) LAYERS 3/4" CD SHEOATH NG ED / NAILED @ 6" O.C. STAGGERED G F01 DORMER FRAMING DETAIL NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D 1/2"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. IGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. EITHER UPSET OR DOWNSET) 2x W/ (2) 16d TOE NAILS EACH END (3) 16d COMMON NAILS (TYP.) 2x4 SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EACH SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCKS, 10dx3" 10d x 3" OPP. SIDE \NCE PER z z w ❑ W W r; 0 z O h- 0 W IW I- 0 �/�J U v < /r -_ _ 2 W z Q Z O w LLJO~L �0) p � C� W C) M W zQ0?�� W Z F_6F:: J JOQp>-a o H Dcnn—!O�`t m (nU)E2OQ I_ Z QO�2LLi o V O❑=zwz E F- z[-wYO W UQ❑wQa W �Q = Z LL � O M Ow o :2O U O� P ~ Q0 > J W -j W W > u = Z N W W _j W 'r LU (L a UC/) Q Q W C4 Z O> >. 0� d N STRUCTURAL ENG: MCD w DRAFTING: 0f -STRUCT: DP CC CHECK: EA U) j JOB No. PSQ-0206449 Q SCALE: AS INDICATED I- W DATE: 11/12/18 w SD3 (0 C\1 N LLl Z �d'r� Na O a, > z Qaz o -tA H-- 0.Z= - 4av z N vii s �` p -� Q Q E _j ED LL IW I- 0 �/�J U v < /r -_ _ 2 W z Q Z O w LLJO~L �0) p � C� W C) M W zQ0?�� W Z F_6F:: J JOQp>-a o H Dcnn—!O�`t m (nU)E2OQ I_ Z QO�2LLi o V O❑=zwz E F- z[-wYO W UQ❑wQa W �Q = Z LL � O M Ow o :2O U O� P ~ Q0 > J W -j W W > u = Z N W W _j W 'r LU (L a UC/) Q Q W C4 Z O> >. 0� d N STRUCTURAL ENG: MCD w DRAFTING: 0f -STRUCT: DP CC CHECK: EA U) j JOB No. PSQ-0206449 Q SCALE: AS INDICATED I- W DATE: 11/12/18 w SD3 TRUSS PER PLAN 2x4 #2 SYP P.T. BLOCKING @ 24" O.C. W/(2)12d END NAILS @ EACH END TRUSS PER PLAN SIMPSON LTA2 BLOCKING TO CMU W/ MASONRY WALL OR (10) 10d NAILS AND LINTEL SEE PLAN°' MIN. 4 1/8" EMBEDMENT OR SIMPSON META16 STD CONDITION @ CMU SIMPSON DTC, (2) 8d NAILS INTO BLOCKING, 8d NAILS TO TOP TRUSS PER PLAN PI ATF USS PER PLAN �— 2x4 SYP #2 BLOCKING, @ 24" O.C. W/ (2) 12d END NAILS @ EACH END. WALL SHEATHING PER PLAN 2x WALL, SEE PLAN STD CONDITION @ FRAME WALL (4)10d NAILS @ EA. BLOCKING TO PLATE TRUSS PER PLAN TRUSS PER PLAN (2)10d NAILS TO BOTTOM CHORD @EACH END OF BLOCKING 2x4 SYP #2 FLAT 10d NAILS TO (2) BLOCKING, @ 24" O.C. BOTTOM CHORD W/ (2) 12d END NAILS @EACH END OF @EACH END. BLOCKING WALL SHEATHING PER PLAN 2x WALL, SEE PLAN ALT. BLOCKING @ FRAME CONDITION FO NON-BEARING WALL CLIP DETAIL 3/4"=1'-0" (150 MPH EXP. B) PER CURRENT EDITION FBC-R SECTION M1305: ATTICS CONTAINING APPLIANCES SHALL BE PROVIDED WITH AN OPENING AND CLEAR AND UNOBSTRUCTED PASSAGEWAY LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE, BUT NOT LESS THAN 30" HIGH AND 22" WIDE. A LEVEL SERVICE SPACE NOT LESS THAN 30" DEEP AND 30" WIDE SHALL BE PRESENT ALONG ALL SIDES OF THE APPLIANCE WHERE ACCESS IS REQUIRED. REFER TO SECTION M1305 FOR ADDITIONAL REQUIRED INFORMATION NOT COVERED ON DETAIL ROOF SHEATHING ATTACH PER NAILING SCHEDULE GENERAL NOTE: INSTALLATION AND/OR REQUIREMENTS OF THE AIR HANDLER UNIT OR SYSTEM SHALL BE PROVIDED BY MECHANICAL CONTRACTOR OR BY OTHERS, NOT BY MCD 2x4 #2 SYP RAT RUN - TOP AND BOTTOM MIN (2) BAYS PAST A/C LOCATION. MIN (3) BAY LAP W/ (2) 16d NAILS TO EACH TRUSS. TYP EACH SIDE ZX4 t5LUUKIINb LZ) I NAILS, TOENAILED EACH END.AT 24" C TRUSS PER PLAN (2) 16d TOE NAILS BRACE TO LEDGEF 2x4 LEDGER W/ (2) NAILS @ EACH WEI ROOF SHEATHING PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (4) 8d NAILS INTO TOP PLATE DOUBLE TOP PLATE a EXTERIOR SHEATHING. w ATTACH PER PLAN w FROM TOP OF WALL TO BOTTOM 2x8 #2 SPF STUDS AT 16" O.C. MASONRY WALL OR 2x8 #2 SYP PT. BASE LINTEL SEE PLAN PLATE W/ 1/2" x 8" ANCHOR BOLT OR TITEN HD @ 32" O.C. & 6" FROM EACH END VAULTED CONDITION @ CMU SIMPSON LTA2 TRUSS TO CMU W/ (10) 10d NAILS & MIN. 4 1/8" EMBEDMENT OR SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" SDS SCREWS & (4) 1/4" TAPCONS OR EQUAL MAINTAINING MIN. 2" EMBEDMENT @ ENDS, TRUSS PER PLAN OTHERWISE 24" O.C. U.N.O. ON FRAMING PLANS LAY 2x4 SYP #2 BLOCKING OVER THE TOP OF THE BOTTOM LINTEL PER�_ CHORD. ATTACH W/ (2) 10d PLAN NAILS @ EACH TRUSS 24" O.C. MAX. BLOCKING SHALL EXTEND A MIN. OF (1) TRUSS BAY EACH SIDE OF BOND BEAM, TYP. BEARING CONDITION @ CMU WALL NOTE TO CONTRACTOR: CONTACT EOR FOR ADDITIONAL REVIEW PRIOR TO CONSTRUCTION IF TRUSS/PLAN ORIENTATION AT AIR HANDLER UNIT DIFFERS THAN INDICATED IN THIS DETAIL z 0 CQ STANDARD TRUSS BOTTOM CHORD B01 A/C IN TRUSSES 3/4"=1'-0" 12 SEE PLAN 22" MIN. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESS INTO THE ROOF TRUSS SYSTEM, THE TRUSS SUPPLIER SHALL DESIGN TRUSS TOP CHORDS AND/OR BOTTOM CHORDS TO SUPPORT A MIN. (2) 751b POINT LOAD EACH TRUSS AT THE A/C LOCATION. MEANS OF A/C SUPPORT SHALL BE BY OTHERS �— STANDARD TRUSS TOP CHORD VARIES BY OTHERS TRUSS WEBS NOT r / SHOWN FOR CLARITY AIR HANDLER UNIT. A.H.U. SIZE AND SPECIFICATIONS BY BUILDER, NOT MCD 2x4 #2 SYP CROSS BRACING (AT 45°) W/ (3) 12d NAILS TO RAT RUNS. TYP EACH SIDE DRAIN PAN & CONDENSATE LINE BY OTHERS PLYWOOD SHEATHING BY BUILDER AS REQ'D FOR LEVEL WORKING SURFACE NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYP. TOP SPLICE @ - DOUBLE 2X4 TOP PLATE ATTACH 2x4 STUDS TO TOP PLATE W/ (3) 12d TOE -NAILS TYPICAL AT ALL LOCATION BOTTOM SPLICE OVER STUD PIPE OR DUCT W/ PENETRATION OF MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z W/(12)16d NAILS TYP. TOP & BOT. (2) 10d NAILS @ 3" O.C. WITHIN 48" OF SPLICE THEN (2) ROWS 10d NAILS @ 8" O.C. OTHERWISE FO TYPICAL TOP PLATE SPLICE @ BRG. WALL (2) 10d NAILS @ 3" O.C. - WITHIN 48" OF SPLICE THEN (2) ROWS 10d NAILS @ 8" O.C. OTHERWISE ATTACH 2x4 STUDS TO TOP PLATE W/ (3) 12d TOE -NAILS TYPICAL AT ALL LOCATION 2x4 WALL BEYOND — AGAINST 2x8 STUDS ATTACHED PER (WF08/SD3) ATTACH 2x8 STUDS TO TOP PLATE W/ (4) 12d TOE -NAILS TYPICAL AT ALL LOCATION DOUBLE 2x4 TOP PLATE PROVIDE 2x4 ON TOP OF 2x8 TO PAD OUT TOP PLATE. ATTACH W/ (2) 10d NAILS 3" O.0 (SOLID BLOCK W/ 2x6) 48„ �N TOP SPLICE — DOUBLE 2x8 TOP PLATE NAIL FIELD INSTALLFn TOP PLATE TO FRAN WALL OR PRE - ASSEMBLED WALL PANEL W/ (2) 10d NA @ 8" O.C. (FOLLOW NAILING REQUIREMENTS THI DETAIL FOR ALL TOF PLATE SPLICE LOCATIONS) TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) PRE ENGINEERED PLANS "BASE CONNECTOR" ie, MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL O1 NAIL SHEATHING AT FRAME WALL BOTTOM PLATE & 2x DBL TOP PLATE INSTALLED ABOVE, FASTEN 1 SHEATHING INSTALLED VERTICALLY AT FLOOR SYSTEM (I -JOIST OR SYSTEM42 / FLAT BEYOND 2 OR HORIZONTALLY 2x8 SYP #2 P.T. VERTICAL @ TRUSS) TOP & BOTTOM USING (1) ROW OF 8d NAILS @ INSTALLATION INFORMATION .._�z PROVIDED ON THIS SCHEDULE. 16" O.C. FASTEN EXT. 3" O.C. SEE WS10 AND WS11 FOR ADDITIONAL INFO. IF - - - - - FF- -TI - - TT - I F- SHEATHING W/ 8d NAILS 6" BP1/2 SQ. WASHER OR EQUAL (2"x2"x3/16"), W/ LLz W O = 2O NAIL AT DOUBLE TOP PLATE USING (2) ROWS OF 8d FRAMING, AND WITHIN 6" EACH SIDE O.C. AT EDGES AND 12" O.C. OF BOTTOM PLATE SPLICES, U.N.O. WALL SPLICE, FIELD W ? ¢ NAILS @ 3" O.C. 5 I I I I I I VERIFY IF REQUIRED a= D w oW LL O3 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS W. (4) 12d NAILS � H GAM 10 TOP AND BOTTOM oPLATE TO CMU WALL W/ (4) h O @ 3" O.C. IN HORIZONTAL CONDITIONS III III I- - - - - - I I I i T = LL 2® NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C. III WALL SHEATHING O W U.N.O. ON PLANS. STAGGER ALL VERT. PANEL JOINTS III III I I I I I SPLICE, SEE SPLICE '... 5O PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO III CENTER OF EACH STUD TO III I I DETAIL. MAX 1/8" CMU @ 32" O.C. MAX ATTACHMENTBY (2) 2x8 SYP #2 P.T. BOTTOM OPENING I SPACE BETWEEN MANUFACTURER'S w w HEADER W/ 8d NAILS @ 3" O.C. (2) ROWS @TOP & III III 4 I I PANELS REQUIRED SO4 HEADER @ POCKET BOTTOM III II II II II ]_ III 3 IIIIIIII III IIIIII III II � JF IIIIIIIII TYP AROUND II 2x STUDS BEYOND D EXTERIOR SHEATHING OPENING SEE PLAN FOR MORE _j a PROVIDE PIECE OF _ _I aO SHEATHING BETWEENINFO III I III I I I I I I _z LU= EXTERIOR WALL III I II II I II I I I II II U)i w SHEATHING & BLOCKING. —ILL I—L-_J- ILL --IL U) O U)m / SHEATHING TO HAVE Z, SAME THICKNESS& �` 0 00 STRENGTH ORIENTATION FLOOR SYSTEM LL AS EXTERIOR WALL - - - - - - - - - - - - - - • SHEATHING CUT TO FIT 1 2x BOTTOM PLATE STUD PER PLANA JOINT, MAX. 1/8" GAP OPENING SIZE BEYOND SEE PLAN SHEATHING DIAGRAM 2x6 BLOCKING PLACED (2) ROWS OF 8d NAILS FLATWISE W/ (2) 16d @ 3" O.C. TOP & BOT. F1 EXTERIOR SHEATHING SCHEDULE NAILS EACH END OF SHEATHING SPLICE SCALE: 3/4"=1'0" GYPSUM WALLBOARD SHEATHING SPLICE DETAIL PRE ENGINEERED PLANS "BASE CONNECTOR" ie, TRUSS AND IF PERPENDICULAR TRUSS CONNECTIONS PER INSTALLED ABOVE, FASTEN PLAN TYP. 2x8 #2 SYP TOP PLATE TO 2-1/4" EDGE DISTANCE FROM THE CONCRETE TRUSS W/ (2) 12d TOENAILS OR MASONRY FACE. INSTALLERS: REFER TO 2x8 SYP #2 P.T. VERTICAL @ MANUFACTURER'S WRITTEN INSTALLATION INSTALLATION INFORMATION .._�z PROVIDED ON THIS SCHEDULE. 16" O.C. FASTEN EXT. NOTE TO CONTRACTOR: F1554 GRADE 36, Fy=36ksi, Fu=58ksi, INSTALLED ALL "BASE CONNECTORS" SHALL BE @ MAX. 32" O.C., USING 1/2" NUT AND SIMPSON SHEATHING W/ 8d NAILS 6" BP1/2 SQ. WASHER OR EQUAL (2"x2"x3/16"), W/ SCHEDULE, 6" FROM ENDS OF WALL MIN. 7" EMBEDMENT INTO FOUNDATION USING FRAMING, AND WITHIN 6" EACH SIDE O.C. AT EDGES AND 12" O.C. OF BOTTOM PLATE SPLICES, U.N.O. MIN. 2-1/4" EDGE DISTANCE FROM THE CONCRETE OR MASONRY FACE IN FIELD. FASTEN TOP SNUG -TIGHT PLUS 2/3's OF A TURN PLATE TO VERTICAL STUDS ° W. (4) 12d NAILS H GAM 10 TOP AND BOTTOM oPLATE TO CMU WALL W/ (4) h 1/4" x 1 1/2" SDS SCREWS & (4) 1/4" x 2 3/4" TAPCONS TO CMU @ 32" O.C. & MIN. 6" FROM ENDS. IF HEADER HEIGHT EXCEEDS 2'-0" ADD AN '... ADDITIONAL HGAM10 FROM CENTER OF EACH STUD TO POCKET SGD CMU @ 32" O.C. MAX ATTACHMENTBY (2) 2x8 SYP #2 P.T. BOTTOM BUILDER. REFER TO PLATE W/ (3) 12d NAILS @ MANUFACTURER'S EACH VERTICAL, EACH PLY. WRITTEN STAGGER NAILS AS SPECIFICATIONS REQUIRED SO4 HEADER @ POCKET SLIDER 1/2"=1'-0" 2 1/4"s. 2 1/4" 4 PLATE PLATE TO EACH PLY OF BUILT UP COLUMN BELOW W/ (2) 10d NAILS TOP PLATE CORNER TRANSITION .4 �° _ _ D= NAIL SPACING I-)-° ° °IDI ° I ° ° ° PER NOTE #2 r SHEATHING PER PLAN WALL DOUBLE TOP I D/2 PLATE PER PLAN DOUBLE NAIL EDGE SPACING SHEATHING PERPLAN 3/8" S= NAIL SPACING v M S S PER NOTE #1 M SINGLE NAIL EDGE SPACING EXTERIOR SHEATHING NOTES: 1. MIN. 15132" OR 7116" STRUCTURAL 1 SHEATHING. SHEATHING TO BE EXPOSURE 1 RATED AND CAN BE INSTALLED EITHER VERTICALLY OR HORIZONTALLY 2. 118" MAX. GAP REQUIRED BETWEEN EXTERIOR SHEATHING AND MASONRY/CONCRETE UNLESS FELT PAPER IS PRESENT. 1/8" GAP BETWEEN SHEETS OF PLYWOOD TO BE MAINTAINED 3. CONTRACTOR TO TAKE CARE NOT TO OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED & REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS. 4. EXTERIOR WALL SHEATHING SYSTEM IS DESIGNED PER APA SR -101C TO RESIST SHEAR AND UPLIFT FORCES. STRUCTURAL CONNECTORS ARE ONLY REQUIRED WHEN SPECIFIED ON PLAN(S) AND/OR DETAILS. MIN. 1/2" SIMPSON TITEN-HD SCREW ANCHOR AS INDICATED ON THE STRUCTURAL INSTALLED @ MAX. 24" O.C. W/ MIN. 7" PLANS "BASE CONNECTOR" ie, EMBEDMENT INTO FOUNDATION. SQUARE SIMPSON TITEN-HD, 1/2" THREADED WASHERS ARE NOT REQUIRED BETWEEN ROD, AND 1/2" J -BOLT, MAY BE ANCHOR AND BASE PLATE. MAINTAIN A MIN. INSTALLED AND OR SUBSTITUTED BY 2-1/4" EDGE DISTANCE FROM THE CONCRETE THE CONTRACTOR WITHOUT OR MASONRY FACE. INSTALLERS: REFER TO ADDITIONAL REVIEW FOLLOWING THE MANUFACTURER'S WRITTEN INSTALLATION INSTALLATION INFORMATION SPECIFICATIONS AS REQUIRED. PROVIDED ON THIS SCHEDULE. DRILL & EPDXY: MIN. 1/2" THREADED ROD, ASTM NOTE TO CONTRACTOR: F1554 GRADE 36, Fy=36ksi, Fu=58ksi, INSTALLED ALL "BASE CONNECTORS" SHALL BE @ MAX. 32" O.C., USING 1/2" NUT AND SIMPSON SPACED AS INDICATED THIS BP1/2 SQ. WASHER OR EQUAL (2"x2"x3/16"), W/ SCHEDULE, 6" FROM ENDS OF WALL MIN. 7" EMBEDMENT INTO FOUNDATION USING FRAMING, AND WITHIN 6" EACH SIDE SIMPSON SET -XP EPDXY OR EQUAL. MAINTAIN A OF BOTTOM PLATE SPLICES, U.N.O. MIN. 2-1/4" EDGE DISTANCE FROM THE CONCRETE OR MASONRY FACE VERIFY ALL NUTS TO BE INSTALLED SNUG -TIGHT PLUS 2/3's OF A TURN MIN. 1/2" J -BOLT INSTALLED @ MAX. 32" O.C., 2 1/4" MIN.,ASTM A307 OR BETTER W/ MIN. 7" EMBEDMENT 1-1/2INTO FOUNDATION USING 1/2" NUT AND LEG SIMPSON BP1/2 SQ. WASHER OR EQUAL (2"x2"x3/16"). MAINTAIN A MIN. 2-1/4" EDGE °. DISTANCE FROM THE CONCRETE OR MASONRY FACE. LEG OF J -BOLT SHALL BEA MIN. 1-1/2" AS MEASURED FROM SHAFT FACE TO END OF LEG AS SHOWN THIS SCHEDULE F07 STANDARD BASE PLATE CONNECTOR SCHEDULE 3/4"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. %IJI111 rjt N MCD DRAFTING: -STRUCT: CV O N Z p:C S ° -JK P1 U w 2• Q AS INDICATED DATE: 11/12/18 LL W > W VJ °j I— W W Z J LU I- I-- r1 f P- �.J W W 2 U � Z a) O� P ao > J W J LLJ W = Zo N W LU WWa U a W m 0 a. a M i" 0_ 04 U Q � e U - U o V s z �a oa ' z am z C5 w r Lu _j 0�m06 J Dmr 0 U)O- N O O (DwzoM�00 y -<0 LL10o 1-v�m � _ J 00Q0> -o c03 Z)WN0 v m Q U) Q p ? Iii 0 Ozl=-wYO E UOf< _j 0- 3 I¢ -2E LL z > Cl) C00 0 G 0 STRUCTURALENG: MCD DRAFTING: -STRUCT: DP QC CHECK: EA JOB No. PSQ-0206449 SCALE: AS INDICATED DATE: 11/12/18 SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED — ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO - FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES BEARING SEE PLAN SEE ARCHITECTURAL PLAN FOR OVERHANG INFO WINDOW AS SCHEDULED EXTERIOR FINISH PER PLAN MID -SPAN BLOCKING U.N.O. INSULATION PER PLAN SEE DETAILS WS10, WS11 OR WS13 FOR ADDITIONAL INFORMATION THIS SHEET NOTE: ALL FLOOR OIL BEARING SEE PLAN BOND BEAM LINTEL AS PER PLAN WD. HD. HT. If SEE PLAN PRECAST SILL PER WINDOW MANUFACTURE WRITTEN SPECIFICATION EXT FINISH PEF VERT REINF. BE MASONRY WAL PLAN 4119 NA 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 DIRECTIONi 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 fi SO TYPICAL TWO STORY SECTION - SYSTEM 42 3/4"=1'-0" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE, CONTINUOUS FROM TOP OF TOP PLATE TO GIRDER TRUSS PER BOTTOM PLATE. PLAN BEARING WALL PER PLAN DOUBLE BOTTOM PLATE (2) H5 EA. FLOOR TRUSS TO DOUBLE BOTTOM PLATE, SLIT FLOOR DECKING TO SEE TRUSS LAYOUT ACCOMMODATE FOR HANGER STRAP 2x RIBBON OR V BLOCKING W/ (4) 16d P , OR (3) 16d TOENAILS TRUSS PER PLAN S1 FLOOR TRUSS TO GIRDER CONNECTION —COPYRIGHT MCD 2015: The information contained in this docum PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. TYPICAL TRUSS TO FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES REFER TO PLAN FOR BUILT-UP COLUMN INFO. PRE -ENG. FLOOR SYSTEM - IF NO FLOOR SYSTEM INSTALL KNEEWALL & PROVIDE SOLID BLOCKING UNDER COLUMN ABOVE BAND JOIST & BLKG OR LVL GIRDER MTSC40 POST ABV. TO POST BELOW U.N.O. PROVIDE SOLID BLOCKING WITHIN FLR SYSTEM TO MATCH COL. DIMENSION REFER TO PLAN FOR BUILT-UP COLUMN INFO. BEARING WALL PER PLAN BEYOND COLUMNS MID -HEIGHT BLOCKING PER BEARING WALL SCHEDULE COLUMN BASE CONNECTION PER PLAN REFER TO FOUNDATION PLAN FOR FTG. INFORMATION S031 TYPICAL TWO STORY COL. @ GIRDER 3/4"=1'-0" NOTE: WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND ALONG EACH SIDE W/ (2) A34 CLIPS OF OPENING TO TRANSFER LATERAL LOADS WIDTH 4'-0"). USE A35 SOLID SHEATHING @ FROM TOP OF WALL HEADER F�<<S SIMPSON SP4 W/ (6) CLIP AT EA. END FOR FU44 10d x1-1/2" @ 24" O.C. SyFFr SIMPSON LSTA24 (USE SP6 @ 2x6 STUDS STRAP W/ (22) 10d & SP8 @ 2x8 STUDS) NAILS. BEND STRAP LOWER: (1) 2x SILL OVER TOP PLATE MAX. (2) 2x SPF TOP PLATE 3", THEN RUN DOWN U.N.O. ON PLAN FACE OF JAMB STUDS/ HEADER OPENINGS HEADER HEADER - SEE 2ND (2) 12d NAILS @ 12" O.C. FLOOR PLAN FOR MIN. EXTERIOR SHEATHING HEADER SIZE & REQ'D FROM TOP OF WALL JAMB STUDS TO BOT. (RIBBON/ SHEATHING REQ'D BEAM)ATTACHED PER IF HEADER IS UPSET NAILING SCHEDULE. CRIPPLES @ 16" O.C. T&B) AND WINDOW IS (2) 2x SILL AT WINDOW LOWER: (1) 2x SILL W/ 2x CRIPPLE STUDS PLATE 10d AT EA. END NAILED TO TOENAILLS.. EXT. E STUD PACK W/ 10d HEADER OPENINGS NAILS @ 8" O.C. THEN LESS THAN 4FT:(1) 2x STUDS @ 10' O.C. SILL PLATE W/ (2) ATTACH SILL W/ (2) 10d TOENAILS. OPENING TOENAILS AT EA. END LARGER THAN 4FT: OF SILL (MAX OPEN'G 2x SILL PLATE W/ A35 WIDTH 4'-0"). USE A35 SOLID SHEATHING @ FROM TOP OF WALL HEADER F�<<S CLIPS EACH SIDE W/ 2x CLIP AT EA. END FOR 10d x1-1/2" @ 24" O.C. SIMPSON LSTA24 tiFFp (USE SP6 @ 2x6 STUDS STRAP W/ (22) 10d CRIPPLES @ 16" O.C. OPENINGS GREATER LOWER: (1) 2x SILL OVER TOP PLATE MAX. (2) 2x SPF TOP PLATE 3", THEN RUN DOWN W/ (2) 10d TOENAILS THAN 4' BUT LESS HEADER OPENINGS HEADER HEADER-SEE2ND (2) 12d NAILS @ 12" O.C. T&B (PLYWOOD THAN 6' HEADER SIZE & REQ'D W/ 2x CRIPPLE STUDS JAMB STUDS AT EA END NAILED TO SHEATHING REQ'D SIMP. HTT4 CLIPS EACH SIDE W/ 2x NAILS @ 8" O.C. THEN CRIPPLES @ 16" O.C. T&B) W/ (18) 10d x 221' NAILS ATTACH SILL W/ (2) 10d T&B (PLYWOOD TOENAILS AT EA. END SEPARATE SHEATHING TO POST (U.N.O. ON T&B) WIDTH 4'-0"). USE A35 PRE -ENG FLOOR TRUSS CLIP AT EA. END FOR UNDER WINDOW FRAMING PLAN) & 8' OR FIELD FRAME 2x4 THAN 4' BUT LESS (2) 12d NAILS @ 12" O.C. THAN 6' KNEE WALL, STUDS @ (MAX) ALL THREAD W/ 7" MIN. 16" O.C. W/ (2) 16d NAILS (1) SIMPSON LSTA30 / STRAP CENTERED EMBEDMENT INTO TIE BETWEEN COLUMN SEE FRAMING PLAN AND GIRDER/BEAM FOR FLOOR BELOW W/ (22) 10d CONNECTION BEAM USING SIMP. SET I NOTES FLOOR GRIDER OR TO BOTTOM PLATE/ BEAM SO HEADER CONNECTION @ 2nd FLOOR HIGH BM EPDXY DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of TO BOTTOM PLATE TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN NO MOISTURE 2x SYP #2 RIBBON (MIN 2x TOP & BOT. BARRIER (FELT PAPER 2x SYP #2 RIBBON (MIN RIBBONS, CONT. OR SIM) IS PROVIDED NOTE: ALL FLOOR KNEEWALL 2x4) TO TRUSS W/ (4) fi S1 TWO STORY PARALLEL FLOOR CONNECTION TRUSSES TO BE P.T. IF 2x4) TO TRUSS W/ (4) NO MOISTURE BARRIER 16d NAILS; BOTTOM (FELT PAPER OR SIM) IS 7. PROVIDED RIBBON TO BE PT IF SEE FRAMING PLAN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION CMU WALL BELOW PER DETAIL INCDICATED ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING REQ'D ON EITHER SIDE OF WALL. IF WF02/SD6 BELOW JAMBS IS INDICATED, BASE STRAPS ARE REQ'D ON MASONRY WALL SEE BOTH SIDES OF THE WALL PLAN FOR MORE INFO SO HEADER CONNECTION @ 2nd FLOOR 3/4"=1'-0" ;nt is copyrighted and is the exclusive property of MONTA CONSULTING & NOTE: ALL FLOOR TRUSSES TO BE P.T. I NO MOISTURE BARRIER (FELT PAPE! OR SIM) IS PROVIDED TRUSS STRAP - SEE FRAMING PLAN FOR CONNECTIONS PRE-ENGINEERED ROOF TRUSS - SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURALCOLPER PLAN FOR SIZE AND REQ'D # OF STUDS DOUBLE 2x TOP PLATE 2x BOTTOM PLATE 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE SIMP. HTT4 I W/(18) 16d x 22' NAILS TO POST (U.N.O. ON FRAMING PLAN) & 8' ALL THREAD W/7" MIN. EMBEDMENT INTO TIE BEAM USING SIMP. SET EPDXY I FLOOR TRUSS PER PLAN PROVIDE SOLID BLOCKING BELOW SEE DETAIL WS11THIS COL. EVEN WITHIN SHEET FOR MORE INFO FLOOR TRUSS MASONRY WALL SEE PLAN FOR MORE INFO fisok TYPICAL GIRDER COL. CONNECTION 3/4"=1'-0" NOTE: WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND ALONG EACH SIDE OF OPENING W/ (2) A34 CLIPS TO TRANSFER LATERAL LOADS EXTERIOR SHEATHING SOLID SHEATHING @ FROM TOP OF WALL HEADER F�<<S SIMPSON SP4 W/ (6) SYSTEM (RIBBON / 10d x1-1/2" @ 24" O.C. SIMPSON LSTA24 tiFFp (USE SP6 @ 2x6 STUDS STRAP W/ (22) 10d & SP8 @ 2x8 STUDS) NAILS. BEND STRAP LOWER: (1) 2x SILL OVER TOP PLATE MAX. (2) 2x SPF TOP PLATE 3", THEN RUN DOWN U.N.O. ON PLAN FACE OF JAMB STUDS/ HEADER OPENINGS HEADER HEADER-SEE2ND (2) 12d NAILS @ 12" O.C. FLOOR PLAN FOR MIN. (2) 2x SILL AT WINDOW HEADER SIZE & REQ'D W/ 2x CRIPPLE STUDS JAMB STUDS EXTERIOR SHEATHING SHEATHING PER FROM TOP OF WALL DETAIL WF10/SD4 TO BOTTOM OF FLOOR STUDS , SEE SYSTEM (RIBBON / FRAMING PLAN FOR BEAM) ATTACHED PER - IF HEADER IS UPSET NAILING SCHEDULE. AND WINDOW IS UNDER WINDOWS AND LOWER: (1) 2x SILL D TOENAILS EACH EN:\ PLATE W/ (2) 10d TO VERIFY SIZE TOENAILS. EXT. FRAMING PLAN FOR HEADER OPENINGS 2x4 #2 SYP ANGLE LESS THAN 4FT:(1) 2x (2) 12d NAILS @ 12" O.C. SILL PLATE W/ (2) 10d (2) 2x SILL AT WINDOW TOENAILS. OPENING W/ 2x CRIPPLE STUDS LARGER THAN 4FT: (2) AT EA END NAILED TO 2x SILL PLATE W/A35 STUD PACK W/ 10d CLIPS EACH SIDE W/ 2x NAILS @ 8" O.C. THEN CRIPPLES @ 16" O.C. STUDS @ 16" O.C. W/ (2) 10d TOENAILS ATTACH SILL W/ (2) 10d T&B (PLYWOOD TOENAILS AT EA. END SHEATHING REQ'D OF SILL (MAX OPEN'G T&B) WIDTH 4'-0"). USE A35 PRE -ENG FLOOR TRUSS CLIP AT EA. END FOR OPENINGS GREATER OR FIELD FRAME 2x4 THAN 4' BUT LESS (2) 12d NAILS @ 12" O.C. THAN 6' KNEE WALL, STUDS @ (MAX) (2) 12d NAILS @ 12" O.C. 16" O.C. W/ (2) 16d NAILS (1) SIMPSON LSTA30 / STRAP CENTERED @ EACH END. TRUSS TO BETWEEN COLUMN SEE FRAMING PLAN AND GIRDER/BEAM FOR FLOOR BELOW W/ (22) 10d CONNECTION NAILS I NOTES FLOOR GRIDER OR TO BOTTOM PLATE/ BEAM SO HEADER CONNECTION @ 2nd FLOOR HIGH BM 3/4"=1'-0" DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of TRUSS STRAP- SEE FRAMING PLAN FOR CONNECTIONS (1) SIMPSON LSTA30 STRAP CENTERED BETWEEN COLUMN AND GIRDER/BEAM BELOW W/ (22) 10d NAILS PRE-ENGINEERED ROOF TRUSS - SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS DOUBLE 2x TOP PLATE 2x BOTTOM PLATE 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE =LOOR TRUSS SEE =RAMING PLAN FOR 'ONNECTION INFO. FLOOR GIRDER OR BEAM; SEE PLAN S0 TYPICAL GIRDER COL. @ HIGH BEAM 3/4"=1'-0" 2x 2ND FLOOR STUDS SEE PLAN FOR MORE 1 SEE FLOOR FRAM PLAN FOR FLOOR SYSTEM INFO. (2) SIMPSON LSTA18 STRAPS CENTERED @ FLOOR W/ (14) 10d NAILS ; F (2) SIMPSON META16 FLOOR TRUSS TO MASONRY WALL EXT. SHEATHING FLUSH W/ FACE OF MASONRY ATTACHED PER NAILING SCHEDULE; PROVIDE 1/8" GAP BETWEEN SHE AND FLOOR SHEATHING & SHEATHING PER NAILING PER FLOOR DETAIL WF10/SD4 FRAMING NOTES2x STUDS , SEE FRAMING NOTES2x STUDS ,SEE FRAMING PLAN FOR 2x4 #2 SYP BLOCKING SPACING AND GRADE @ 48" O.C. W/ (2) 12d UNDER WINDOWS AND AND SEE ARCH PLAN D TOENAILS EACH EN:\ TO VERIFY SIZE GIRDERS: BLOCK FRAMING PLAN FOR 2x BOTTOM PLATE W/ 2x4 #2 SYP ANGLE AND SEE ARCH PLAN (2) 12d NAILS @ 12" O.C. AGAINST TRUSS SPACING AND GRADE VERTICAL @ 48" O.C. 1 ( ) ROW 8d NAILS @ 3" W/ (3) 12d NAILS EACH O.C. WALL SHEATHING END TRUSSES @ 24" O.C. TO BOTTOM PLATE/ A35 E. END TOP CHORD (MAX) 2x BOTTOM PLATE W/ PRE -ENG FLOOR TRUSS SYS. 42 FLOOR 2x BOTTOM PLATE W/ OR FIELD FRAME 2x4 TRUSSES @ 24" O.0 . (2) 12d NAILS @ 12" O.C. SHEATHING/ DRYWALL KNEE WALL, STUDS @ (MAX) (2) 12d NAILS @ 12" O.C. 16" O.C. W/ (2) 16d NAILS (1) ROW 8d NAILS @ 3" ATTACHMENT W/ (2) @ EACH END. TRUSS TO (1) ROW 8d NAILS @ 3" CMU W/ STRAP PER O.C. WALL SHEATHING 12d TOENAILS STANDARD CONNECTOR I NOTES MASONRY WALL PER ------- TO BOTTOM PLATE/ (1) ROW 8d NAILS @ 3" PLAN O.C. WALL SHEATHING NOTE: ALL FLOOR TO BOTTOM PLATE TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN NO MOISTURE 2x SYP #2 RIBBON (MIN SHEATHING & CMU BARRIER (FELT PAPER 2x SYP #2 RIBBON (MIN 2x4 PT SILL PLT. IF OR SIM) IS PROVIDED KNEEWALL 2x4) TO TRUSS W/ (4) fi S1 TWO STORY PARALLEL FLOOR CONNECTION 3/4"=1'-0" (2) SIMPSON LSTA18 STRAPS CENTERED Cc FLOOR W/ (14) 10d NAILS ATTACH 2x STUDS W (2) 16d NAILS @ 6" O.( (2) SIMPSON LSTA18 STRAPS CENTERED FLOOR W/ (14) 10d NAILS (3) 2x STUD PACK - ATTACH PER NAILIN( SCHEDULE ATTACH 2x STUDS W (2) 16d NAILS @ 6" O. 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" D' SINKERS AND(14) %4"X2 S09 2nd FLOOR CORNER FRAMING ATTACHMENT 3/4"=1'-0" CALIFORNIA CORNER A -A STANDARD CORNER A -A (3) 2x STUDS (4) 2x STUDS FLOOR SHEATHING & SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER PLAN NAILING PER FLOOR DETAIL WF10/SD4 ATTACHED PER ATTACH PER NAILING FRAMING NOTES2x STUDS ,SEE NAILING SCHEDULE SCHEDULE FRAMING PLAN FOR UNDER WINDOWS AND 2x STUDS , SEE SPACING AND GRADE GIRDERS: BLOCK FRAMING PLAN FOR AND SEE ARCH PLAN SOLID BETWEEN SPACING AND GRADE SYS. 42 FLOOR TO VERIFY SIZE RIBBONS W/ SIMPSON AND SEE ARCH PLAN TRUSSES @ 24" O.C. A35 E. END TO VERIFY SIZE (MAX) 2x BOTTOM PLATE W/ 2x BLOCKING FOR 2x BOTTOM PLATE W/ (2) 12d NAILS @ 12" O.C. SHEATHING/ DRYWALL (2) 12d NAILS @ 12" O.C. (1) ROW 8d NAILS @ 3" ATTACHMENT W/ (2) (1) ROW 8d NAILS @ 3" O.C. WALL SHEATHING 12d TOENAILS O.C. WALL SHEATHING TO BOTTOM PLATE/ EA. END TO BOTTOM PLATE TOP RIBBON 2x SYP #2 RIBBON (MIN 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS W/ (4) 2x4) TO TRUSS W/ (4) 16d NAILS; BOTTOM 16d NAILS; BOTTOM 7. RIBBON TO BE PT IF RIBBON TO BE PT IF BRG DIRECTLY ON BRG DIRECTLY ON CMU CMU (2) ROWS 8d NAILS @ I (2) ROWS 8d NAILS @ 3" O.C. WALL SEE PLAN FOR 3" O.C. TYP. WALL MASONRY WALL PER I' SHEATHING TO SIMPSON META16 AT CANTILEVER SHEATHING TO EA. PLAN I. BOTTOM RIBBON MASONRY OR MTS12 RIBBON NOTE: ALL FLOOR 1/8" GAP BETWEEN AT WOOD FRAME NOTE: ALL FLOOR TRUSSES TO BE P.T. IF SHEATHING & CMU WALL TRUSSES TO BE P.T. IF NO MOISTURE TRUSS TO CMU W/ MASONRY OR FRAME NO MOISTURE BARRIER (FELT PAPER STRAP PER STANDARD WALL PER PLAN BARRIER (FELT PAPER OR SIM) IS PROVIDED CONNECTION NOTES OR SIM) IS PROVIDED S1 TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION 3/4"=1'-0"j 3/4"=1'-0" these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited W f - Z 0 0.. CK U W W D W V J U 0 �z�9 U W e, D z o LL O L C/) w W U w ® 0 Jm 9 O ��/1 ^ 06 J O0 co CY LUU W F -5F -M jz- _ J® -Ma>-o O F- 0 U)OQv H zQO2E LU 0 Ozl--wYo 3E3 W UQQ�_jza 3 W 3 = Z O 0 0L U ti Z 0 r O W -j j W u = Z CD W �caa W m 0 0 Z O- a. N STRUCTURALENG: MCD -STRUCT: DP QC CHECK: EA JOB No. PSQ-0206449 SCALE: AS INDICATED DATE: 11/12/18 SD5 (2) 2x SYP #2 BUILT-UP STU[ COLUMNS :;ER BY OTHERS 3S PER PLAN ;ER PER PLAN (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN w/ (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SDS SCREWS LD01 LEDGER @ GIRDER D03 LEDGER @ OPEN TO BELOW 3/4"=1'-0" 3/4"=1'-0" 2x8's MIN. SPF #2 @ 16" PRE ENGINEERED EXTERIOR SHEATHING TRUSSES @ 24" O.C. BLOCKING (U.N.O.) � ( FROM TOP OF WALL PER PLAN ARCHS TO BOTTOM OF SILL WATERPROOFING AND EA. STUD TO WALL PLATE ATTACH PER F ---------------------------I SHEATHING PER PLAN NAILING SCHEDULE I I ROOF SHEATHING — �IMPSON H2.5A EA. ATTACHED PER ATTACH PER NAILING FRUSS i SCHEDULE FRAME WALL ANCHOR BOLT OR CONTRACTOR MAY USE J -BOLT W/ MIN. 7" SIMPSON HTT4 AT PRE-ENGINEERED — 1 FROM EA.END INSTEAD OF INDICATED I I TRUSS PER PLAN I MAX 1/8" GAP IS STILL REQUIRED ATBETWEEN ' SHEATHING MIN. 2x6 #2 SYP CONT. I AND CMU :_i ap I OR WOOD WALL PER FURRING AND PLAN LEDGER W/ (2) %"0-1/2" a CONT. #5 IN TIE BEAM I ( PLAN SDS WOOD SCREWS @ I- — — — — — — — _ WINDOW JAMBS USE ARCHS - 16" O.C. MAX. & 3" 1 112"=1'-0" SPACED & 3" FROM FROM EA. END - USE I TEND OF LEDGER - LEDGER RECESSED I TRUSS PLAN FOR (3) SCREWS FOR 24" I SIMPSON LUS26. USE RECESS LEDGER INTO IO.C. IS REQUIRED O.C. i LUS26-2 FOR 2PLY (TRUSS. VERIFY W/ I L --------------------------J I I TRUSS (TRUSS SHOPT1 'DRAWINGS S15 SECTION @ COMBO TRUSS OPT. TRUSS RECESS LEDGER L-- _ ___________________J 2x8 SYP #2LEDGER W MIN. (4) 16d NAILS TO 3/4"=1'-0" EACH STUD (AT EACH OPT. TRUSS RECESS LEDGER SIDE OF G.T. USE (4) 16d NAILS) LD01 LEDGER @ GIRDER D03 LEDGER @ OPEN TO BELOW 3/4"=1'-0" 3/4"=1'-0" 2x8's MIN. SPF #2 @ 16" PRE ENGINEERED O.C. MAXMID POINT TRUSSES @ 24" O.C. BLOCKING (U.N.O.) � ( EXT. FINISH PER PER PLAN ARCHS MSTAM24 EA. SIDE OF WATERPROOFING AND EA. STUD TO WALL FINISH BELOW W/ (9) 10d SHEATHING PER PLAN NAILS AND (5) 1/4"x2 ATTACH PER NAILING 3/4" TAPCONS PER SCHEDULE STRAP;CENTER ATTACHED PER STRAP BETWEEN 2x8 #2 SYP P.T. SILL MASONRY WALL AND PLATE W/ 1/2" EPDXY FRAME WALL ANCHOR BOLT OR CONTRACTOR MAY USE J -BOLT W/ MIN. 7" SIMPSON HTT4 AT 2 3/4'• EMBED. @ 32" O.C. & 3" WINDOW JAMB STUDS FROM EA.END INSTEAD OF INDICATED I EXTERIOR FLAT STRAP. FLOOR TRUSS PER INTERIOR FLAT STRAP MAX 1/8" GAP IS STILL REQUIRED ATBETWEEN ' SHEATHING JAMB STUD CONDITION AND CMU :_i ap SEE ARCHS FOR OR WOOD WALL PER FURRING AND PLAN INTERIOR FINISH a CONT. #5 IN TIE BEAM MASONRY WALL PER ISCREWS @ 16" O.C. PLAN EXT. FINISH PER WINDOW JAMBS USE ARCHS FO WALL SPLICE DETAILS 1 112"=1'-0" (2) 2x TOP PLATE (2) 2x HEADER SEE — PLAN FOR MORE INFO & CONNECTIONS WINDOW SEE PLAN FOR LOCATION 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2x BASE PLATE W/ 12d @ 24" O.C. TO FLOOR SYSTEM BELOW PLYWOOD FLOORING SEE FLOOR FRAMING PLAN FOR MORE INFO SEE PLAN FOR TRUSS DIRECTION & MORE INFO FLOOR GIRDER SEE PLAN FOR CONNECTION O.H. 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 2x4 LEDGER W/ (2) - 10d NAILS @ 16" O.C. 2x EXT. FRAME WALL PER PLAN SIMPSON H10A @ EACH DIAGONAL BRACE 1/2" THREADED ROD - CONTINUOUS TO FOUNDATION. REFER TO BEARING WALL NOTES FOR BASE CONNECTION 2x BOTTOM PLATE, — CONNECT TO DOUBLE TOP PLATE W/ 16d NAILS @ 6" O.C. OIL 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 111=1.41 EXT. SHEATHING 2x8 MIN. SPF #2 @ 16" ATTACH PER NAILING O.C. - SEE FRAMING SCHEDULE PLAN FOR MORE INFO. 2x4 BLOCKING BETWEEN STUDS W/ (2) 12d TOE NAILS EACH END SEE LD02/SD2 FOR MORE INFO. 2x8 #2 SYP P.T. SILL PLATE W/ 112" J -BOLT W/ MIN. 7" EMBED. @ 6" FROM EACH END & @ 32" O.C. MAX W/ WASHER. ALTERNATE CONNECTION: USE 1/2" IF SHEATHING IS NOT ALL THREAD ROD W/7" CONTINUOUS TO BASE MIN. EMBED USING PLATE, SP8 TOP AND SIMPSON SET -XP BOTTOM ARE REQ'D EPDXY @ 6" FROM EACH END & @ 32" O.C. C.M.U. WALL PER PLAN MAX W/ WASHER F1 SECTION @ OPEN TO ABOVE 2x BRG WALL W/ PRE ENGINEERED SIMPSON SP2 @ TOP & TRUSSES @ 24" O.C. 12 MAX. PER PLAN PER PLAN SEE ARCHS FOR ROOF USED @BASE WATERPROOFING AND N Z FINISH EXTERIOR SHEATHING TRUSS ANCHOR (SEE ATTACH PER NAILING3/4" PLAN) SCHEDULE ROOF SHEATHING OR LSTA18 ATTACHED PER (2) 2x4 #2 SYP NAILING SCHEDULE (2) 2x TOP PLATE (2) 2x HEADER SEE — PLAN FOR MORE INFO & CONNECTIONS WINDOW SEE PLAN FOR LOCATION 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2x BASE PLATE W/ 12d @ 24" O.C. TO FLOOR SYSTEM BELOW PLYWOOD FLOORING SEE FLOOR FRAMING PLAN FOR MORE INFO SEE PLAN FOR TRUSS DIRECTION & MORE INFO FLOOR GIRDER SEE PLAN FOR CONNECTION O.H. 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 2x4 LEDGER W/ (2) - 10d NAILS @ 16" O.C. 2x EXT. FRAME WALL PER PLAN SIMPSON H10A @ EACH DIAGONAL BRACE 1/2" THREADED ROD - CONTINUOUS TO FOUNDATION. REFER TO BEARING WALL NOTES FOR BASE CONNECTION 2x BOTTOM PLATE, — CONNECT TO DOUBLE TOP PLATE W/ 16d NAILS @ 6" O.C. OIL 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 111=1.41 EXT. SHEATHING 2x8 MIN. SPF #2 @ 16" ATTACH PER NAILING O.C. - SEE FRAMING SCHEDULE PLAN FOR MORE INFO. 2x4 BLOCKING BETWEEN STUDS W/ (2) 12d TOE NAILS EACH END SEE LD02/SD2 FOR MORE INFO. 2x8 #2 SYP P.T. SILL PLATE W/ 112" J -BOLT W/ MIN. 7" EMBED. @ 6" FROM EACH END & @ 32" O.C. MAX W/ WASHER. ALTERNATE CONNECTION: USE 1/2" IF SHEATHING IS NOT ALL THREAD ROD W/7" CONTINUOUS TO BASE MIN. EMBED USING PLATE, SP8 TOP AND SIMPSON SET -XP BOTTOM ARE REQ'D EPDXY @ 6" FROM EACH END & @ 32" O.C. C.M.U. WALL PER PLAN MAX W/ WASHER F1 SECTION @ OPEN TO ABOVE 2x BRG WALL W/ 2x BRG WALL W/ SIMPSON SP2 @ SIMPSON SP2 @ TOP & 2x BLOCKING W/ (2) 12d SPI @ BASE. LSTA18 TOENAILS EACH END OR MTS12 MAY BE O USED @BASE 2x BASE PLATE W/ (2) N Z 12d NAILS @ 12" O.C. EXTERIOR SHEATHING r--------------------------- ATTACH PER NAILING3/4" FLOOR SHEATHING SCHEDULE ATTACHED PER OR LSTA18 NAILING SCHEDULE (2) 2x4 #2 SYP I BLOCKING W/ SIMPSON INFORM/ HUC24-2 EACH END, I USE (4) 10d & (2) 10d (2) 2x4 #2 SYP NAILS. UNDER SEEP AN WINDOW JAMBS USE BLOCKING W/ SIMPSON (2) 2x6 W/ HUC26-2. I LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR PLAN CONNECTIONS OR J -BOLT @ 32" O.C. MASONRY (SHOWN) USE (4) 10d & (2) 10d OR WOOD WALL PER W/ MIN. 7" EMBEDMENT PLAN 2x SYP #2 LEDGER TO UPPER FLOOR WALL W/ 1/4" X 3-1/2" SIMPSON SDS SCREW @ 16" O.C. 2x8 #2 SPF MIN STUDS 2x BRG WALL W/ SIMPSON SP2 @ 12d NAILS @ 12" O.C. TOP & SP1 @ BASE. LSTA18 OR @ 16" O.C. PER PLAN MTS12 MAY BE USED @ BASE.(WHEN OR LSTA18 TO O WALL IS CONT. BRG ON TRUSS BLOCKING BELOW. N Z SEE 2NC NOT REQ'D IF STUD IS r--------------------------- TO TRUSS BELOW) WALL SE Q 3/4" FLOOR SHEATHING ATTACHED OR LSTA18 ADDITIO PER NAILING SCHEDULE I I INFORM/ 2x4 CONT. W/ (2) 12d I SIMPSON H2.5 I (2) 2x4 #2 SYP NAILS TO EACH STUD (18) 8d NAILS TRUSS TO LEDGER BLOCKING W/ SIMPSON 2x8 #2 SYP SILL PLATE I I W/ Y2" EPDXY ANCHOR IMIN. 2x6 #2 SYP OR J -BOLT @ 32" O.C. ICONT. LEDGER w/ (2) USE (4) 10d & (2) 10d W/ MIN. 7" EMBEDMENT 1%"0" SDS WOOD I NAILS. UNDER & 6" FROM EACH END ISCREWS @ 16" O.C. I WINDOW JAMBS USE IMAX - EQUALLY j OL SEEPLAN SPACED & 3" FROM LOW ROOF TRUSS SEE TEND OF LEDGER - LEDGER RECESSED I TRUSS PLAN FOR IUSE (3) SREWS IF 24" INTO TRUSS. VERIFY i IO.C. IS REQUIRED w/ SHOP DRAWINGS ON MASONRY USE MASONRY WALL PER I L --------------------------J I ON WOOD USE HGA PLAN CLIPS @ 24" O.C.) S15 SECTION @ COMBO TRUSS OPT. TRUSS RECESS LEDGER 604 SECTION @ LOW ROOF 3/4"=1'-0" 2x4 BLOCKING W/ (2) 16d NAILS @ EACH END.BLOCK ADJACENT BAYS @ EACH DIAGONAL BRACE AS SHOWN. FASTEN ROOF SHEATHING TO 2x BLOCKING W/ 8d NAILS @ 6" O.C. (5) 16d NAILS DIAGONAL BRACE TO BLOCKING PROVIDE 2x4 SYP #2 CONT. BRACE W/ (2) 16d NAILS EACH DIAGONAL BRACE. TRUSSES PER PLAN 2x4 SYP #2 DIAGONAL BRACE @ 48" O.C. MAX. 45° FROM HORIZONTAL BRACE NOT REQUIRED 6' FROM EAVES. 2x BASE PLATE W/ (2) 2x BRG WALL W/ SIMPSON SP2 @ 12d NAILS @ 12" O.C. TOP & SP1 @ BASE. LSTA18 OR USE SIMPSON MTS12 MTS12 MAY BE USED @ BASE.(WHEN OR LSTA18 TO O WALL IS CONT. BRG ON TRUSS BLOCKING BELOW. N Z STRAP STUDS W/ LSTA18 @ 16" O.C. NOT REQ'D IF STUD IS z U Q J TO TRUSS BELOW) CONNECTED W/ MTS12 Q 3/4" FLOOR SHEATHING ATTACHED OR LSTA18 C PER NAILING SCHEDULE 2x BLOCKING W/ (2) 12d WALL, WALL OPENINGS & AT 32" O.C. TOENAILS EACH END 12" END LENGTH ON STUDS W/ FLOOR TRUSS PER (2) 2x4 #2 SYP OVER W/ (5) 10d NAILS INTO TOP (18) 8d NAILS I PLAN BLOCKING W/ SIMPSON PLATE AND (5) 10d NAILS INTO HEADER HUC24-2 EACH END, ATTACHED PER NAILING SCHEDULE USE (4) 10d & (2) 10d NAILS. UNDER WINDOW JAMBS USE OL SEEPLAN (2) 2x6 W/ HUC26-2. LOW ROOF TRUSS SEE TRUSS PLAN FOR CONNECTIONS (IF TRUSS IS CONT. BRG ON MASONRY USE MASONRY (SHOWN) META16 @ 24" O.C. OR OR WOOD WALL PER ON WOOD USE HGA PLAN CLIPS @ 24" O.C.) S15 SECTION @ COMBO TRUSS 1/2"=V-011 ALIGN 2ND FLO( STUDS w/ 1ST FI STUDS (2) 2x SPF#2 BAc PLATE. ATTACH W/ (2) 16d NAILS TRUSS, THEN Al 2ND PLY W/ (2) 1 @ 12" O.C. SIMPSON CS18 I WF16/SD6 (2) 2x TOP PLAT[ SEE PLAN FOR BEARING WALL REQUIREMENTS STUDS TO ALIGI STUDS ABOVE EXT. SHEATHING FROM TOP OF WALL TO DBL BOTTOM PLATE. IF SHEATHING IS NOT CONT. ADD BLOCKING @ SHEATHING SPLICE W/ (3) 10d TOENAILS EA. END. SIMPS. SP4 @ TOP REQ'D ROOF SHEATHING ATTACH PER NAILING SCHEDULE 2x4 SYP#2 BLOCKING W/ (2) 10d TOE NAILS LOW ROOF TRUSS W/ 16" TALL RAISED HEEL BOTTOM CHORD EXTENSION ATTACH EACH TRUSS TO BEARING WALL USING SIMPSON H10A U.N.O. ON FRAMING PLANS (2) 2x HEADER SEE FLOOR PLAN FOR MORE INFO TO BUILT UP STUD 1/2" THREADED ROD WITHIN 6" OF BUILT UP COLUMN ABOVE W/ NUT & 2" WASHER TOP & BOTTOM. 13 PROVIDE SOLID BLOCKING - WITHIN FLOOR SYSTEM UNDER BUILT UP COLUMNS (2) 2x SPF TOP PLATES U.N.O. 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS BELOW 2x P.T. BASE PLATE SEE BEARING SCHEDULE FOR A.B. INFO K SPF BASE LATE. (2) 2x SPF TOP PLATES U.N.O. 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS BELOW PRE-ENGINEERED FLOOR SYSTEM KNEEWALL OR BEAM B) SEE FLOOR �\ FOR MORE IN ON HEADER TO BUILT UP STUD 2X4 #2 SYP NAILER TO STUDS W/ 3-16d @ EA. STUD. ATTACH TRUSS TO NAILER W/ (3) 10d TOE NAILS. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X8 #2 SYP CONT. LEDGER W/ (4) 16d NAILS. ATTACH NAILS INTO END OF EA. FLOOR TRUSS, 24" O.C. MAX. (INSTALL (4) NAILS AT EA. SIDE OF G.T.) SIMPSON LUS26 OR IF 2 -PLY TRUSS SIMPSON LUS26-2 TRUSS TO LEDGER 8" CMU WALL, TYP. SEE FLOOR FRAMING PLAN FOR MORE INFO. VERIFY PLAN FOR LOCATION AND DIRECTION SEE FOUND. PLAN FOR FTG. REQ. �� A 112" J -BOLTS @ 6" FROM EA. END OF w N SEE CHART FOR REQUIRED JACKS / STRAPS TOP & WALL & WALL OPENINGS @ 32"o.c. O KINGS # OF STUDS TO MATCH BOTTOM OF EA. STUD MAX. W/ 7" MIN. EMBEDMENT & N Z BETWEEN FLOORS PER BEARING WALL WASHER SEE BEARING WALL z U Q J SCHEDULE SCHEDULE FOR MORE INFORMATION. Q ALTERNATE CONNECTION: 1/2" ALL THREAD ROD 6" FROM EA. END OF C AT OPENINGS LARGER THAN 4'-2" ATTACH TOP PLATE TO ALL CS18 STRAPS TO HAVE MIN WALL, WALL OPENINGS & AT 32" O.C. HEADER WITH LSTA12 BENT 12" END LENGTH ON STUDS W/ MAX (7" MIN.EMBED USING SIMPSON OVER W/ (5) 10d NAILS INTO TOP (18) 8d NAILS SET -XP EPDXY) W/ WASHER PLATE AND (5) 10d NAILS INTO HEADER PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 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 FOR EXTERIOR 2 STORY WALLS F1 TYPICAL CONNECTION @GIRDER OR BEAM S14 SECTION @ RAISED HEEL TRUSS F2 SECTION @ 2 -STORY BRG. F1 2 STORY INTERIOR BEARING WALL —COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive prgj�erty of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. LD W F - Q W GJ_'/ LLJ L.L 0 W vJ J 0 E- s W W 2 U7 U h Z a� _oma H ~ ao W—'LLIi W = Z W W W�n. U � � Q W N m 0 p Z n a N U 0 U o2 J z iso 4 am z 2 U7 w W v �_ LU 0_j'Z)cor- o ° 06 0U)N� o (Dtnwzo- �, ZQD�LJ� N J 0~ p} o 0 D°OQ�00 o=zwzE OzE-wY0 UaQ�Qa tr 3 zLo co 0 0L 0 2 0 11 1 STRUCTURAL ENG: MCD J� w N DP QC CHECK: 00 a°� ho :j co N O Ooh` N Z :O w o_Q-_ ¢ O; Z - z U Q J o ��:�� Q ,mom;'IiI1111110' o ca LL W F - Q W GJ_'/ LLJ L.L 0 W vJ J 0 E- s W W 2 U7 U h Z a� _oma H ~ ao W—'LLIi W = Z W W W�n. U � � Q W N m 0 p Z n a N U 0 U o2 J z iso 4 am z 2 U7 w W v �_ LU 0_j'Z)cor- o ° 06 0U)N� o (Dtnwzo- �, ZQD�LJ� N J 0~ p} o 0 D°OQ�00 o=zwzE OzE-wY0 UaQ�Qa tr 3 zLo co 0 0L 0 2 0 11 1 STRUCTURAL ENG: MCD DRAFTING: -STRUCT: DP QC CHECK: EA JOB No. PSQ-0206449 SCALE: AS INDICATED DATE: 11/12/18 "90 NOTE: WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING W/ (2) A34 CLIPS TO TRANSFER LATERAL LOADS 2x TOP & BOT. RIBBONS, CONT. NOTE: ALL FLOOR SOLID SHEATHING @ EXTERIOR SHEATHING HEADER FROM TOP OF WALL SIMPSON SP4 W/ (6) TO BOTTOM OF FLOOR a� ShFFr 10d x1-1/2" @ 24" O.C. SYSTEM (RIBBON / (USE SP6 @ 2x6 STUDS BEAM) ATTACHED PER & SP8 @ 2x8 STUDS) NAILING SCHEDULE. IF SHEATHING CAN NOT (2) 2x SPF TOP PLATE BE INSTALLED AS U.N.O. ON PLAN INDICATED, TOENAILS. EXT. CONTRACTOR TO HEADER - SEE 2ND FOLLOW WS06/SD4 FLOOR PLAN FOR MIN. FOR REQUIRED HEADER SIZE & REQ'D STRAPS JAMB STUDS 2x TOP & BOT. RIBBONS, CONT. NOTE: ALL FLOOR ' 0 0 �— IF HEADER IS UPSET (2) 2x SILL AT WINDOW TRUSSES TO BE P.T. IF AND WINDOW IS W/ 2x CRIPPLE STUDS NO MOISTURE LOWER: (1) 2x SILL AT EA. END NAILED TO BARRIER (FELT PAPER PLATE W/ (2) 10d STUD PACK W/ 10d OR SIM) IS PROVIDED TOENAILS. EXT. NAILS @ 8" O.C. THEN SEE FRAMING PLAN HEADER OPENINGS STUDS @ 16" O.C. FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION LESS THAN 4FT:(1) 2x ATTACH SILL W/ (2) 10d ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING SILL PLATE W/ (2) 10d TOENAILS AT EA. END IS INDICATED, BASE STRAPS ARE REQ'D ON rTOENAILS. OPENING OF SILL (MAX OPEN'G HEADER CONNECTION @ 2ND FLOOR LARGER THAN 4FT: (2) WIDTH 4'-0"). USE A35 2x SILL PLATE W/ A35 CLIP AT EA. END FOR CLIPS EACH SIDE W/ 2x OPENINGS GREATER CRIPPLES @ 16" O.C. THAN 4' BUT LESS W/ (2) 10d TOENAILS THAN 6' T&B (PLYWOOD SHEATHING REQ'D T&B) SEPARATE SHEATHING UNDER WINDOW 2x TOP & BOT. RIBBONS, CONT. NOTE: ALL FLOOR ' 0 0 O. z 0< TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED SEE FRAMING PLAN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION CMU WALL BELOW PER DETAIL INCDICATED ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING REQ'D ON EITHER SIDE OF WALL. IF WF02/SD6 BELOW JAMBS IS INDICATED, BASE STRAPS ARE REQ'D ON MASONRY WALL SEE BOTH SIDES OF THE WALL - PLAN FOR MORE INFO HEADER CONNECTION @ 2ND FLOOR 3/4"=1'-0" NOT USED , NOTE: WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING W/ (2) A34 CLIPS TO TRANSFER LATERAL LOADS EXTERIOR SHEATHING FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM (RIBBON/ BEAM) ATTACHED PER NAILING SCHEDULE. IF SHEATHING CAN NOT BE INSTALLED AS INDICATED, CONTRACTOR TO FOLLOW WS07/SD4 FOR REQUIRED STRAPS (2) 2x SILL AT WINDOW W/ 2x CRIPPLE STUDS AT EA. END NAILED TO STUD PACK W/ 10d NAILS @ 8" O.C. THEN STUDS @ 16" O.C. ATTACH SILL W/ (2) 10d TOENAILS AT EA. END OF SILL (MAX OPEN'G WIDTH 4'4-). USE A35 CLIP AT EA. END FOR OPENINGS GREATER THAN 4' BUT LESS THAN 6' SOLID SHEATHING @ HEADER SIMPSON SP4 W/ (6) 10d x1-1/2" @ 24" O.C. (USE SP6 @ 2x6 STUDS & SP8 @ 2x8 STUDS) (2) 2x SPF TOP PLATE U.N.O. ON PLAN HEADER - SEE 2ND FLOOR PLAN FOR MIN. HEADER SIZE & REQ'D JAMB STUDS IF HEADER IS UPSET AND WINDOW IS LOWER: (1) 2x SILL PLATE W/ (2) 10d TOENAILS. EXT. HEADER OPENINGS LESS THAN 4FT:(1) 2x SILL PLATE W/ (2) 10d TOENAILS. OPENING LARGER THAN 4FT: (2) 2x SILL PLATE W/ A35 CLIPS EACH SIDE W/ 2x CRIPPLES @ 16" O.C. W/ (2) 10d TOENAILS T&B (PLYWOOD SHEATHING REQ'D T&B) SEE FRAMING PLAN FOR FLOOR CONNECTION FLOOR GRI DER OR BEAM S4 HEADER CONNECTION @ 2nd FLOOR HIGH BM 3/4"=1'-0" �--COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. J Q f= z W ❑ U) W N_ z O t 0 W w O U cD z 0 0 J W I— Q 0 z _O 0-. U 07 W D W Cf) J W O F- LU U) J O f— H W W U) U ti z rn O H F - Q O > J W -J > W = Z Cf) LU 0 W W IZ U O � Q W N Q O Z a. CNI � N N W r o z z (j QJ Q 0 Q O LL m m U .o p o U v z� am z 2W WO W UO F J�::)(� 06 - C5 U) N UWz❑M z Q J LL 00 I— 0 1= m J p Q O r oc U) QiY0� .. O 0 Z LLJ Lu 0 QM< IL 2i LL z �: 0 OLLo 7 0 11 1 STRUCTURAL ENG: MCD -STRUCT: DP I QC CHECK: EA JOB No. PSQ-0206449 SCALE: AS INDICATED DATE: 11/12/18 0 0 O. z 0< W I— Q 0 z _O 0-. U 07 W D W Cf) J W O F- LU U) J O f— H W W U) U ti z rn O H F - Q O > J W -J > W = Z Cf) LU 0 W W IZ U O � Q W N Q O Z a. CNI � N N W r o z z (j QJ Q 0 Q O LL m m U .o p o U v z� am z 2W WO W UO F J�::)(� 06 - C5 U) N UWz❑M z Q J LL 00 I— 0 1= m J p Q O r oc U) QiY0� .. O 0 Z LLJ Lu 0 QM< IL 2i LL z �: 0 OLLo 7 0 11 1 STRUCTURAL ENG: MCD -STRUCT: DP I QC CHECK: EA JOB No. PSQ-0206449 SCALE: AS INDICATED DATE: 11/12/18 MIN. (3) 2x SYP #2 STUDS REQ'D @ I OF LANDING W/ N 16d NAILS FROM (2)2x12 SYP#2 HE, TO BUILT-UP STU COLUMN STANDARD (3)2x12 SYP#2 STRINGERS V SIMPSON A35 / A34 CLIP TO FLOOR SYSTEM & LANDING FRAMING (2) 2x12 SYP#2 BEAM PER SCHEDULE REQ @ END OF LANDING FOR STRINGERS TO CONNECT TO. BEAM TO BEAR DIRECTLY I BUILT UP COLUMNS BELOW OR ALTERNATE HANGER @ RIGHT OF THIS DETAIL A -A PLAN VIEW MIN. (3) 2x SYP #2 STUDS REQ'D @ END OF LANDING W/ MIN. (6) 16d NAILS FROM (2)2x12 SYP#2 HEADER TO BUILT UP STUD COLUMN 7/72 OPTIONAL (2)2x12 SYP#2 ATTACHMENT TO CMU/LEDGER IN LIEU OF BUILT UP COLUMN WOOD: HU210-2/HUC210-2 W/ (18)16d NAILS TO LEDGER/SUPPORT AND (10)10d NAILS TO (2)2x12 SYP#2 HEADER MASONRY: HU210-2/HUC210-2 W/ (18) 1/4"x3-1/4" TAPCONS TO CMU AND (10) 10d NAILS TO (2)2x12 SYP#2 HEADER STANDARD (3) 2X12 SYP #2 STRINGERS W/ SIMPSON A34 / A35 CLIP TO FLOOR SYSTEM & LANDING FRAMING SEE TABLE FOR MAX. WIDTH OF LANDING 90 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING SEE PLAN FOR DEPTH OF LANDING 1 STANDARD (3) 2X12 STRINGERS W/ SIMPSON A34 CLIP TO FLOOR SYSTEM LINE UP 2xJOIST IN LINE WITH MIDDLE 2x12 STRINGER TO BE UTILIZED AS BLOCKING MIN. 2x8 SYP#2 JOISTS @ LANDING @ 16"O.C. W/ SIMPSON A35 OR LUS26 HANGER ON EACH SIDE MIN. 2x8 SYP#2 JOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT. LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EACH STUD. ((2) 1/4" x 3 1/4" TAPCONS @ 16" O.C. MAX. FOR MASONRY WALL) 3/4" PLYWOOD OR OSB SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 10d TOENAILS EACH END SEE PLAN FOR MASONRY WALL OR WOOD WALL MIN. 2x8 SYP#2 JOIST (P.T. IF (2) 2x12 SYP#2 BEAM PER X 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 C EACH SIDE WALL) 11 ALTERNATE HANGER @ RIGHT OF THIS DETAIL A -A PLAN VIEW @ 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. FRAMING PLAN TYP. RISE MIN. TRSTEPS AND EAD DEPTH 6" MIN. STAIR WINDER DETAIL MIN. 2x8 SYP#: LEDGER (P.T. I ATTACHING T( MASONRY WAI SIMPSON A35 CONNECTIONS MASONRY WAL FRAME WALL BI PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERALFLOOR CONSTRUCTION NOTES BEAM @ END OF LANDING PER SCHEDULE OPTIONAL (2)2x12 SYP#2 ATTACHMENT TO CMU/LEDGER IN LIEU OF BUILT UP COLUMN WOOD: HU210-21HUC210-2 W/ (18)16d NAILS TO LEDGER/SUPPORT AND (10)10d NAILS TO (2)2x12 SYP#2 HEADER MASONRY: HU210-2/HUC210-2 W/ (18) 1/4"x3-1/4" TAPCONS TO CMU AND (10) 10d NAILS TO (2)2x12 SYP#2 HEADER B -B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING OR LET -IN 2x4 SYP#2 CLEAT AND ATTACH TO JOISTS BELOW W/(2) -12d NAILS @ 16" O.C. (3) 16d TOENAILS BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING 12'-0" OR LESS (2) 2x12 2x8 9'-0" / PENDING LANDING \ HEIGHT AND PLAN LAYOUT. HEADER WITHIN SUPPORT WALL COULD BE REQUIRED. SEE PLAN 2x12 STRINGERS ONE FOR REQUIRED ON EACH SIDE AND HEADERAND ONE @ MID -SPAN n SUPPORT A !1 INFORMATION. A34 @ EA. STRINGER TO LANDING NI • 2x JOIST (P.T. IF 2x ATTACHED TO ATTACHING TO MASONRY STRINGER �I I I (2) 2x12 SYP#2 BEAM WALL) CONT LEDGER w/ III PER SCHEDULE @END (3) 16d NAILS @ 16" O.C. IIII OF LANDING FOR MAX. TO EACH STUD. ((2) 2x12 STRINGERS ONE III ( STRINGERS TO 1/4" x3-1/4" TAPCONS @ ON EACH SIDE AND IIII CONNECT TO. BEAM 16" O.C. MAX. FOR ONE @ MID -SPAN IIII TO BEAR DIRECTLY ON MASONRY WALL) IIII BUILT UP COLUMN I I I BELOW. A35 CONNECTION WOOD OR MASONRY WALL SEE PLAN FOR 2x8 P.T. SPF #2 (MIN.) LET -IN MORE INFO FASTEN TO SLAB USING MIN. 2x4 SYP #2 MIN. (6) 1/4"x3-1/4" EVENLY COLUMN N 2x JOIST PER SCHEDULE SPACED TAPCONS @ MIN. END DISTANCE OF 1-1/2" 2x P.T. BOTTOM PLATE HEIGHT OF LANDING PER FLOOR PLAN NOTE: 1. STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINIMUM CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDITION OF THE FBC. 2. (2)2x12 SYP#2 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (2)PLY BEAM TOGETHER USING (3)12d NAILS AT 8" O.C. 3. CONTACT EOR FOR CONDITIONS NOT COVERED THIS DETAIL PRIOR TO CONSTRUCTION. -� NOT USED 3t__t OL SEE ARCH PLAN MAX. 4'-0" ABOVE FLOC 2x4 SILL PLATE W/ (2 10d NAILS @ 4" O.C. (NOTCHED @ 2x6 VERTICAL LOCATION 2x6 VERTICAL AND L -BRACE @ 6-0" O.0 @ ANY OPENING 2x4 CONT. TOP PLATE 2x6 VERTICAL @ 6-0" ATTACH TOP PLATE TO O.C. MIN. AND @ ANY STUDS W/(2)16d TOE OPENING W/IN NAILS HANDRAIL KNEEWALL 2x4 #2 SPF STUDS @ 24" O.C. W/ (2) 12d TOENAILS BOTTOM NOTCH SILL AND PLYWOOD FLOORING TO ALLOW VERTICAL TO SLIDE DOWN TO FACE OF TRUSS 2x4 #2 SPF STUDS @ X ATTACH 2x6 VERTICAL X 24" O.C. W/ (2) 12d TO TRUSS %4' x 3" DOUBLE TRUSS PARALLEL TO FLOOR SDS WOOD SCR R N.T.S. EQUALLY TRUSS SEE PLAN TRUSS TO OUTSIDE SPACED/CENTERED IN 2x4 CONT. TOP PLATE NOTCH SILL AND TRUSS TO OUTSIDE ATTACH TOP PLATE TO 10d NAILS @ 4" O.C. FACE OF TRUSS STUDS W/(2)16d TOE (NOTCHED @ 2x6 NAILS VERTICAL LOCATIONS) SEE ARCH PLAN MAX. 4'-0" ABOVE FLOOR 2x4 #2 SPF STUDS @ X 2x6 VERTICAL AND X 24" O.C. W/ (2) 12d L -BRACE @ 6'-0" O.C. & I TOENAILS BOTTOM EQUALLY SPACED/CENTERED IN TRUSS SEE PLAN TRUSS TO OUTSIDE 2x4 SILL PLATE W/ (2) NOTCH SILL AND SINGLE TRUSS PARALLEL TO FLOOR 10d 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 N.T.S. 3 1/2" NOTCH FLOOR — SHEATHING TO ACCOMMODATE 2x PERPENDICULAR TO FLOOR SECTION X -X 2x4 #2 SPF STUDS @ 24" O.C. NOTCH SILL PLATE FOR VERTICAL 2x L -BRACE W/ 12d NAILS @ 4" O.C. 2x4 CONT. TOP PLATE (ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE NAILS 2x4 #2 SPF STUDS @ 24" O.C. EVERY OTHER STUD TO BE ATTACHED TO TRUSS BELOW (OTHERWISE ATTACH W/ (2) 12d TOENAILS @BOTTOM) 2x4 SILL PLATE W/ (2) 16d TOE NAIL EA. CONT. BRACE & 10d NAILS @ 4" O.C. TO FLOOR SHEATHING ATTACH 2x4 TO TRUSS W/ (2) %4"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) rSTO'1 GENERAL LANDING & (ST03 SECTION @ HANDRAIL W/ STAIR FRAMING INFO SCALE: 3/4"=1'-0" FLOOR TRUSSES SCALE: 3/4"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. °N Z :w m ti�LU s° d Z U ^Q°U 0.°1� J z E W Q Q U a o" PQ 8 3 U� "off L.L. • a� Q z� am z� F— '^ VJ w WOrr--w C)U.-L- E J O) Z) (p h O 06 J O n r- 0 U Q (Dwzdco,_.s ZQO-00 (N W �5FC° o I— W j � U) 0 'q Um I— Z z¢o��w❑xzwzLu OZF-WYO W UQWQ��Ja3 z O M Oo 0 U Z O r 0 Cn W J o W LU 11 = ZIt/) LU 0 W W Il U Q 1 W m p W w Z STRUCTURAL ENG: MCD DRAFTING: -STRUCT: DP QC CHECK: EA JOB No. PSQ-0206449 I SCALE: AS INDICATED I DATE: 11/12/18 ST1