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2614 Green Swallow Way 18-1471 (a)C C L h C h C c C c F C L C C C L c F L L C C C 6 L C L L L c c s Q p � cm r s "+ • s2 -i00 0 lie • ��. I � ••* ••®• �j� ` 811111 W N .. -N.._ O CC 0 Z Q C3 Q G � � tL3 L O O~ E M00 J N u' CO 'co Qa�NE 3 cuU)�� 0 0 � a0ioo E . o 0r'0 <C GSL. l� 2 N w �g \ m a. o E 0 in i` J U o ) 7 =M Lr)22o V0(r cY'M d- to i ,-1 N O ) J i i ) O O 0 LC1C 00 N d '� M Lf) O p LL LA C d. O v) CL -00 > Q% C -0 f0 C G© < w In 0 5- J 1 J i J J ) C ISSUE DATE] 02/26/2018 ... .....................------ - -- ._..._...._....---- REVISIONS PROJECT: 18-0167 _ SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS COVER PAGE 00 nl to 4 N r co N 2'-0" 5v-811 2,-01 16'-0" 29'-0" 16'-0" AIC COMP. COMP AIC \� i la GENERAL NOTES KEY: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB SITE. 2. DO NOT SCALE PRINTS. CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION. 3. WATER HEATER T & P RELIEF VALVE SHALL BE FULL SIZE TO EXTERIOR WATER HEATED AT OR ABOVE FLOOR LEVEL SHALL BE IN A PAN WITH DRAIN TO EXTERIOR. WATER HEATER SHALL HAVE AN APPROVED THERMAL EXPANSION DEVICE. 4. PAVERS MAY BE USED ILO CONCRETE SLAB AT PATIO, PORCH, DRIVE AND WALKWAY. 5. IN LEIU OF TREATING THE SOIL AN ALTERNATIVE TO TERMITE TREATED SOIL CAN BE TERMICIDE. 6. BORA-CARE TO BE APPLIED ON INTERIOR WALLS IAW MANUFACTURERS INSTRUCTIONS AND SPECIFICATIONS. PURSUANT TO CH.482 OF THE FLORIDA BUILDING CODE. DOOR NOTE KEY: DOOR SIZE CALLOUT. 20 = 2'-0" 40 B.F. = 4'-0" BIFOLD 24 = 2'-4" 50 B.F. = 5'-0" BIFOLD 26 = 2'-6" 60 B.F. = 6'-0" BIFOLD 28 = 2'-8" 30 = T-0" * ALL INT. DOORS TO BE 6'-8" TALL U.N.O.OR PER BUILDER/CLIENT O O 0 W O U W 0] O I -- F-- 0 z Li cn z 0 cn w 0 z Q v� Q W 0 z Q J a - W (/7 W Q J z O O U V7 F- W W m w w 2 W O T w Of Q O x ry Q 0 N F— c.a T N Qi_ ...._._.._......_....._...----- d' N r 2'-0" 5v-811 2,-01 16'-0" 29'-0" 16'-0" AIC COMP. COMP AIC \� i la GENERAL NOTES KEY: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB SITE. 2. DO NOT SCALE PRINTS. CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION. 3. WATER HEATER T & P RELIEF VALVE SHALL BE FULL SIZE TO EXTERIOR WATER HEATED AT OR ABOVE FLOOR LEVEL SHALL BE IN A PAN WITH DRAIN TO EXTERIOR. WATER HEATER SHALL HAVE AN APPROVED THERMAL EXPANSION DEVICE. 4. PAVERS MAY BE USED ILO CONCRETE SLAB AT PATIO, PORCH, DRIVE AND WALKWAY. 5. IN LEIU OF TREATING THE SOIL AN ALTERNATIVE TO TERMITE TREATED SOIL CAN BE TERMICIDE. 6. BORA-CARE TO BE APPLIED ON INTERIOR WALLS IAW MANUFACTURERS INSTRUCTIONS AND SPECIFICATIONS. PURSUANT TO CH.482 OF THE FLORIDA BUILDING CODE. DOOR NOTE KEY: DOOR SIZE CALLOUT. 20 = 2'-0" 40 B.F. = 4'-0" BIFOLD 24 = 2'-4" 50 B.F. = 5'-0" BIFOLD 26 = 2'-6" 60 B.F. = 6'-0" BIFOLD 28 = 2'-8" 30 = T-0" * ALL INT. DOORS TO BE 6'-8" TALL U.N.O.OR PER BUILDER/CLIENT O O 0 W O U W 0] O I -- F-- 0 z Li cn z 0 cn w 0 z Q v� Q W 0 z Q J a - W (/7 W Q J z O O U V7 F- W W m w w 2 W O T w Of Q O x ry Q 0 N F— c.a _ ED40 M N M 22'-4" 21'•0" 45'-0" 4'-8" 3050 S.H. 18'-8" 12'-4" 3050 S.H. viCO w s w Guest Suite m W Covered Lanai W z 9'-4" CLG. 9'-4" CLC. F.F.F. 70-41' 91.011 1-011 CO) 61,01 1 8" 3•10" 5'-2" 51-41' -- --3--'. •O #1 ............_ -v...-"-411- 4 9'-0" x 8'-0" S.G.D. --._ -- _ H.B. _ 42" HIGH PRE -PLUMB FOR KNEEWALL FUTURE SUMMER w/ TEMP. KITCHEN `L GLS. ABV _, co Cathe R5-4'= > . Room 9'-4" CLG. 9'-4" CLG. P _ - - Z? ��, SHO ER _ m co I W.I.c. N RE SS N N o 9',4„ CLC -31 U VANITY w/ w N 9 �\ MIRROR ABV, M N �a _ p ----- — (( Uj R&S LA 211 p11 50,211 41.611 81,411 di 4'-011 21,211 51611 31,011 91.41 3'-0" 12'-81' C6 Ir) _ 12" TOP `o EXT. - 4fb x6 WALL Room `? 9'-4" CLG. 4 Lo c 4 ST R�GE D.W. LO ED CLOS. / ��'_ DBL. SINKw/ CD DISPOSAL 1 1 - FRAME 341/2" , !4 � �, KNEEWALL M Kitchen BELOW 36" 9'-4" CLC. N BARTOP - 91-4" CLG. d 2x6 WALL LJ_ - ........ ..... os C� CD HANDRAIL @ 36" T. COUNTERTOPS @ 36" ISLAND 36"P N �4 18 R @ 5/3 " o k HT. w/ CAB. ABV. @ _I M (TYP.) HT. P 17 @ 10" M RANGE w/ (TYP.) __.__.. eo - - -- �I- (OPT. ABV 2x6 WALL ic) .... I -- A/C PANTRY STACKABLE - KNEEWALL @ 42" HT. — i WASHER/ I (COMP. 5SH t? _ - DRYER __ LAV VANITY w/ �_. _REF.— j (_) O L C. _. MT �11 F MIRROR ABV. _ -._ 2x6 WALL 40 COUNTERTOPS In AIC. In o 2� @ 36" HT. w/ p 4 (W.H. COMP. o f W d r. CAB. ABV. `vTYP (. 9'-4" CLG. ) - ----- FULL HT. WALL 811 61,011 41.411 T 51,811 15'-8" 41,411 41,8" 811 21-411 N Foyer 3 Car Caraee P 9'-4" CLG F.F.F. 26 9'-4" CLC. P Lu Z 4 0 Study _ M T._,_.... N 9'-4" CLG. 3080 DR. 811 -4� -- Uo LLINE OF FLOOR ABV_ _ 11 S.H. " 11 6/ 3050 .4 51.011 10 3. 1 0 10" � 11,,4,1 41.811 811271,811 811 H.B. oc 9'-4" CLG F.F.F. 8'-0" x T-0" GAR. DR. 16'-0" x 7'40" GAR. DR. o0 21-011 51-81' 1 81' 21 /1,1 V-8" 811 11,811 81,011 11,811 161.011 11 891 • 161.0• 291,011 {/ 451.0" ii First Floor Plan A B C" (Standard) SCALE: 1/8" = T-0" (11x17) 1/4" _ TV (22x34) go co 4 ED C garage: 592 Sf Total Area: 4,347 sf opt sitting area: 187 Sf 0 040 It®z T2 uacc• z �c �6-'•m raj •®toss®®••®' '0;p �®t ®` LL C. N cn •-- co o eo Z Q ccs -, Uo Cn O O O 04 O v LL _ CU aT N i37 `� ti W O70 Q ^fl. CD i 0') N CDCD p C �� N L O 0 0 '_/ _� N X oo<CCLtL c � W N z wz � a E s W ' N L W Li O w Q 0 c Y ILI Q a 0 E: O N n�++, m co z LJL M �5._-� L0 QJ L co Mwl- CL r14 w N z Z Q m 0 CD C) N c- Cr O C) fa N Ln CL „� z: c �—n o 0 's. O z .L U) C) C O ry a..+ C� O w W V) Ci a- m L L0 w a 0 a Z a ISSUE DATE 02/26/2018 o — -- - _ REVISIONS a Q PROJECT: 18-0167 > SCALE: AS NOTED z DRAWN BY: JML & JFT DESIGNED BY: MJS FLOOR PLAN 02 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 2" U.N.O. 13. ALL EXTERIOR BLOCK WALL DIMENSIONS TO BE 7 0 2' U.N.O. w 0 14. ALL INT. FIRST FLOOR CEILINGS AT 9'-4" U.N.O, M •• ALL INT. SECOND FLOOR CEILINGS AT 9'-0" U.N.O. o 15. C.M.U. & FRAME WALL SYSTEM SEGMENTS WHICH 0 LU HAVE AN UNINTERRUPTED LENGTH OF 12'-0" OR o MORE SHALL BE CONSIDERED SHEAR WALL SWS = m SHEAR WALL SEGMENTS. o 16. OPENING BETWEEN GARAGE AND RESIDENCE oz SHALL BE EQUIPPED w/ A 20 MIN. FIRE RATED w SOLID WOOD OR HONEYCOMB CORE STEEL DOOR a NOT LESS THAN 1 3/8" THICKNESS AS PER Cf) z FBC-R302.5.1. c� V) 0 17. INSTALL 5/8" TYPE X DRYWALL ON GARAGE o CEILING BENEATH HABITABLE ROOMS (TYP.) 18. GARAGE DOOR TO BE CERTIFIED BY MFR. FOR 140 0 M.P.H v� z 19. ALL TUB & SHOWER UNITS WILL HAVE _5 ANTI -SCALDING DEVICES INSTALLED. Uj Uj 20, ALL OPERABLE WINDOWS LOCATED MORE THAN 72" ABV. SURFACE BELOW SHALL HAVE THE z LOWEST PORTION OF WINDOW CLEAR OPENING A U) MIN. OF 24" ABOVE FINISHED FLOOR BEING o SERVER PER (FBC-R312.2). z 21. ALL INT. DOORS TO BE 6'-8" TALL U.N.O. OR PER Q BUILDER / CLIENT c US DOOR NOTE KEY: a V, DOOR SIZE CALLOUT: ii� 20 = 2'-0" 40 B.F. = 4'-0" BIFOLD z 24 = 2'-4" 50 B.F. = 5'-0" BIFOLD 26 = 2'-6" 60 B.F. = 6'-0" BIFOLD 28 = 2'-W" 300 = T-0" o WINDOW NOTE KEY: z 0 WINDOW SIZE CALLOUT: 2040 = 2'-0" x 4'-0" o 2050 = 2'-0" x 5'-0" t 2060 = T-0" x 6'-0" cl� • ALL WINDOW CALLOUTS ARE MEASURED IN FEET & or INCHES AS PER THE EXAMPLE TABLE ABOVE. w vi w Area Tabulations m w Living: w m 1 st floor: 11882 Sf 2nd floor: 1.,567 Sf Li Total Living: 3,449 Sf A c� entry: 83 Sf a covered lanai: 223 -sf C garage: 592 Sf Total Area: 4,347 sf opt sitting area: 187 Sf 0 040 It®z T2 uacc• z �c �6-'•m raj •®toss®®••®' '0;p �®t ®` LL C. N cn •-- co o eo Z Q ccs -, Uo Cn O O O 04 O v LL _ CU aT N i37 `� ti W O70 Q ^fl. CD i 0') N CDCD p C �� N L O 0 0 '_/ _� N X oo<CCLtL c � W N z wz � a E s W ' N L W Li O w Q 0 c Y ILI Q a 0 E: O N n�++, m co z LJL M �5._-� L0 QJ L co Mwl- CL r14 w N z Z Q m 0 CD C) N c- Cr O C) fa N Ln CL „� z: c �—n o 0 's. O z .L U) C) C O ry a..+ C� O w W V) Ci a- m L L0 w a 0 a Z a ISSUE DATE 02/26/2018 o — -- - _ REVISIONS a Q PROJECT: 18-0167 > SCALE: AS NOTED z DRAWN BY: JML & JFT DESIGNED BY: MJS FLOOR PLAN 02 elqf.(Ipl Second Floor Plan "A&C" (Standard) SCALE: 1/8" = 1'•0" (11x17) 1/4" = P-0" (22x34) w 0 w c1 v, Of a z cn Li w _ � c.� z z Q m 0 cn o C" D_ o z ¢ o C a w C L LL ¢ o z LL 0 w o Q..._...,._. GENERAL NOTES KEY: O� r .7 .• O°• .• •`��� • N d HO (j)4 ;0 O . THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED REQUIREMENTS OF THE (2017) FLORIDA Cl. N o� U) T- _... - BUILDING CODE (6TH EDITION) ABBREVIATIONS: CD O � O r E • 2- # OF DOORS. ui U- (0 U) u�� • 2- # OF WINDOWS. Q CLCD O N m (nN co p • MT - METAL THRESHOLD 0 LO M X -� CO w <11 u - • FR - FRENCH DOORS Z �g • SL - SIDE LIGHT 0 N w • FG - FIXED GLASS U � • TR -TRANSOM • GB - GLASS BLOCK m • PKT - POCKET DOOR O N • OBS - OBSCURED GLASS fu • TEMP - TEMPERED GLASS Ln L—, - C . • SH - SINGLE HUNG q;r VV ( � V O U C • DH - DOUBLE HUNG M N (/) • HR - HORIZONTAL ROLLER J • BP - BYPASS O O • BF - BIFOLD � 5 O Cr V) O (n M • TYP. - TYPICAL o h C ��Od„ O `-' NOTE: C NO = Q w Ln 0 0- SPECIALTY WINDOWS/DOORS, FIXED GLASS i i WINDOWS, AND TRANSOMS ARE NOTED ON J PLANS. ISSUE DATE 02/26/2018 NOTES: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON ..... JOB SITE. SCALE: AS NOTED ...._._,.__,.__.. ......._._ ._.......... DRAWN BY JML & JFT 2. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FLOOR PLAN 03.AC 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 z'U.N.O. 0 14, ALL INT. FIRST FLOOR CEILINGS AT 9'-4" U.N.O. °• ALL INT. SECOND FLOOR CEILINGS AT 9'-0" U.N.O. o 0 w 15. C.M,U. & FRAME WALL SYSTEM SEGMENTS WHICH o HAVE AN UNINTERRUPTED LENGTH OF 12'-0" OR U MORE SHALL BE CONSIDERED SHEAR WALL SWS = wm SHEAR WALL SEGMENTS. o 16. OPENING BETWEEN GARAGE AND RESIDENCE ti - SHALL BE EQUIPPED w/ A 20 MIN. FIRE RATED Lu SOLID WOOD OR HONEYCOMB CORE STEEL DOOR ¢ NOT LESS THAN 1 3/8" THICKNESS AS PER N FBC-R302.5.1. co 17. INSTALL 5/8" TYPE X DRYWALL ON GARAGE Q CEILING BENEATH HABITABLE ROOMS (TYP.) Q 18. GARAGE DOOR TO BE CERTIFIED BY MFR. FOR 140 W M.P.H. Q - vi z 19. ALL TUB & SHOWER UNITS WILL HAVE ANTI -SCALDING DEVICES INSTALLED. Ld Li 20. ALL OPERABLE WINDOWS LOCATED MORE THAN 72" ABV. SURFACE BELOW SHALL HAVE THE z LOWEST PORTION OF WINDOW CLEAR OPENING A MIN. OF 24" ABOVE FINISHED FLOOR BEING o SERVER PER (FBC-R312.2). z 21. ALL INT. DOORS TO BE 6'-8" TALL U.N.O. OR PER Q BUILDER / CLIENT o vi DOOR NOTE KEY: CL LLJw DOOR SIZE CALLOUT: 20 = 2'-0" 40 B.F. = 4'-0" BIFOLD z 24 = 2'-4" 50 B.F. = 5'-0" BIFOLD 26 = 2'-6" 60 B.F. = 6'-0" BIFOLD 28 = 2'-8" 30 = T-0" U WINDOW NOTE KEY: 0 WINDOW SIZE CALLOUT: o 2040 = 2'-0" x 4'-0" 2050 = 2'-0" x 641 2060 = 2'-0" x 6'-0" • ALL WINDOW CALLOUTS ARE MEASURED IN FEET & INCHES AS PER THE EXAMPLE TABLE ABOVE. N w m Of w cn w 0 z w m 0 V) Y a a N F - z U c� 0 w 0 w c1 v, Of a z cn Li w _ � c.� z z Q m 0 cn o C" D_ o z ¢ o C a w C L LL ¢ o z LL 0 w o Q..._...,._. ``oe�llllllll a� O� r .7 .• O°• .• •`��� • N d HO (j)4 ;0 O . 1 a®°•e ••..e.•. ®qe®•• 1�0 ®0` W N Cl. N o� U) T- _... - ® e� Z •,- uo CD O � O r E M O U ui U- (0 U) u�� ti N CU Q CLCD O N m (nN co p God' E 0 LO M X -� CO w <11 u - c � �w Z �g n� a E 0 N w az N w U � m O N fu M Ln L—, - C . i- 0 q;r VV ( � V O U C M N (/) N J O O N � 5 O Cr V) O (n M � 0 o h C ��Od„ O `-' ++,,.� o / "d > L_ 0 C NO = Q w Ln 0 0- i i � � J ISSUE DATE 02/26/2018 REVISIONS ..... PROJECT: 18-0167 SCALE: AS NOTED ...._._,.__,.__.. ......._._ ._.......... DRAWN BY JML & JFT DESIGNED BY: MJ5 FLOOR PLAN 03.AC 9'-0" BRG. HT. @ SECOND FLOOR - T-8" HDR. HT. @ SECOND FLOOR Y 10'-8 3/4" FIN FLR. H7. @ SECOND FLOOR - "- 9'4" BRG. HT. 8'-0" HDR. HT. 0'-0" FIN. FLR. Front Elevation "A" (Standard) » f ff _ ff = f SCALE: 1/8 = 1.0 (11x17) 1/4 1.0» (22x34) V-0" BRG. HT - @ SECOND FLOOR T-8" HDR. HT. @ SECOND FLOOR `�--- — 1x6 SMOOTH FINISH BAND (TYP.) DEC. LIGHTING (TYP.) 0'-0" FIN. FLR Rear Elevation "A (Standard) SCALL: 1/8" = 1f-0" (11x17) 1/4" = 1f-0" (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 3/8" TEXTURED CEMENTITIOUE FINISH OVER C.M.U. (TYP.: 0'-0" FIN. FLR. ATTIC VENT CALC'S: (2017) FLORIDA BUILDING CODE (6TH EDITION) R806. MIN. 40% - MAX 50% OF REQUIRED VENTILATION TO BE IN UPPER PORTION OF ATTIC SPACE AND THE BALANCE TO BE IN LOWER PORTION (EAVES). MINIMUM NET VENTILATION AREA SHALL BE 150 OF VENTED SPACE. TOTAL VENTED SPACE: 2780 = 9.27 SF. NET FREE 300 REQUIRED UPPER PORTION VENTILATION TOTAL: 3.71 SF: TO BE PROVIDED w/ OFF RIDGE VENTS: 5 VENTS @.652 /PER VENT TILE: O'HAGIN MODEL "S", SHINGLE: LOMANCO 770-D). LOWER PORTION VENTILATION TOTAL: 5.56 SF. TO BE PROVIDED w/ SOFFITS @ EAVE: 80.00 LF, @ 0.049 SF. VENTING/LF. UPPER ROOF PERCENTAGE: 40% LOWER ROOF PERCENTAGE: 60% Roof Layout SCALE: 1/8" = 1f-0" (1107) 1/4" = 1f-0" (2204) c u O � Oc c CD LE 0-< O C v m 0 L O c z� W C a� C �k �r w o� ac Z: ¢i V[ W 0 U f J ; CL U LLJ z� 0 W ©! c' z ¢ W c] V z a w w z 0 J Z O O O CO Cr m W m W W Q CL .ter.. e _ 10'-8 3/4" FIN. FLR. HT; �°� @ SECOND FLOOR :Luw z 9'-4" BRG. HT. u °*06,666090660 8'-0" HDR. HT. `�--- — 1x6 SMOOTH FINISH BAND (TYP.) DEC. LIGHTING (TYP.) 0'-0" FIN. FLR Rear Elevation "A (Standard) SCALL: 1/8" = 1f-0" (11x17) 1/4" = 1f-0" (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 3/8" TEXTURED CEMENTITIOUE FINISH OVER C.M.U. (TYP.: 0'-0" FIN. FLR. ATTIC VENT CALC'S: (2017) FLORIDA BUILDING CODE (6TH EDITION) R806. MIN. 40% - MAX 50% OF REQUIRED VENTILATION TO BE IN UPPER PORTION OF ATTIC SPACE AND THE BALANCE TO BE IN LOWER PORTION (EAVES). MINIMUM NET VENTILATION AREA SHALL BE 150 OF VENTED SPACE. TOTAL VENTED SPACE: 2780 = 9.27 SF. NET FREE 300 REQUIRED UPPER PORTION VENTILATION TOTAL: 3.71 SF: TO BE PROVIDED w/ OFF RIDGE VENTS: 5 VENTS @.652 /PER VENT TILE: O'HAGIN MODEL "S", SHINGLE: LOMANCO 770-D). LOWER PORTION VENTILATION TOTAL: 5.56 SF. TO BE PROVIDED w/ SOFFITS @ EAVE: 80.00 LF, @ 0.049 SF. VENTING/LF. UPPER ROOF PERCENTAGE: 40% LOWER ROOF PERCENTAGE: 60% Roof Layout SCALE: 1/8" = 1f-0" (1107) 1/4" = 1f-0" (2204) c u O � Oc c CD LE 0-< O C v m 0 L O c z� W C a� C �k �r w o� ac Z: ¢i V[ W 0 U f J ; CL U LLJ z� 0 W ©! c' z ¢ W c] V z a w w z 0 J Z O O O CO Cr m W m W W Q CL .ter.. e Osseo@,,, 99* �°� Q. C) N :Luw z u °*06,666090660 IIBIt U4 ny 0- N co U) T - 'N 00 N ----------- Z cr- O � O O ti O M U L L. � ,N CD r N C? 04 N Q'am04 U) 04 0 .-. 00�� 0 E to N X 00 Q Q. LL c Cn w N Z Z �g v a E -c E N W i uo i i - i N N In E0 v , M J ^, is -g W = u- - M i � CL A C Lr)40- Z7 u u J _ Q Z 0 � O D O � N L cr to (n M i . 9 C* N -a V N to a [� c D Ln i2 m O % u aO 'Q, 10: 7 •tai O C c c O -0 Q W Ln O d j_j n il Z i z Y �.J 7 .il i ISSUE DATE 02/26/2018 REVISIONS ¢ PROJECT 18-0167 z SCALE: AS NOTED z DRAWN BY: JML & JFT DESIGNED BY: MJS ELEVATIONS "A" 04.A 9'-0" BRG. HT. @ SECOND FLOOR 7'-8" HDR. HT. @ SECOND FLOOR 10'-8 3/4" FIN. FLR. HFLR. HT. @SECONDFLOOR._,....... ................. @ SECOND FLOOR ALL HORIZONTAL & VERTICAL 9'-4" BRG, HT. 9'-4" BRG. HT. 8'-0" HDR. HT. CONTROL JOINTS PER ASTM 1063 8'-0" HDR. HT. 9'-0" BRG. HT. . ..... ......... - --- @ SECOND FLOOR 71-811 HDR. HT. @SECOND FLOOR I -- X ems` eemwsme 0 Z :0 C.J LYID Lu CO 0 10'-8 3/4" FIN. FLR. HT 00 -,4: :) Z @ SECOND FLOORO+ 9'-4" BRG. HT. 8'-0" HDR. HT. . . .......... . -.-- . .... . 1x6 SMOOTH FINISH BAND (TYP.) 3/8" TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYP.) 0'-0" FIN. FLR. � Left Elevation "A" (Standard) SCALE: 1/8" = TV (11x17) 1/4" = T -O" (22x34) FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. . . ............. .. ... 12 51 Right Elevation "A" (Standard) SCALE: 1/8" = TV (11x17) 1/4" = T -O" (22x34) to 00 1x6 SMOOTH FINISH BAND 12 15 (TYP.) 3/8" TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYP.) j, 0'-0" FIN. FLR. 9'-0" BRG. HT. @ SECOND FLOOR 7'-8" HDR. HT. @ SECOND FLOOR J, 10'-8 3/4" FIN. FLR. HT. @ SECOND FLOOR 9'-4" BRG. HT 8'-0" HDR. HT. CD uj Z 0 0 0 cn 0 U Lu m cn vi ui m c/) z cn Ld 95 ui z cn L.j co z Ld (A LLJ �2 :71 0 (D cl) cy- L'i cf) m Ld m cn (D T: LLJ ry a_ z CD U) a - z cn LLJ x LLJ m rr, O c� 0 V) Q Li m Li Li F- L'i O z 05. ems` eemwsme :0 C.J Lu CO 0 00 -,4: :) Z z *0 0,0 Q -80.6e-0 0 0 00 6� I1011111110 %..%N uj eel c� Z C) ,q -C) C:) C-4 E m 0 _(DJ cn u - CU tm tm — cn a) di 1 0 <0- 0- ) 04E m U) N (0 co 0 4-0(D 1*-- A? c I*— C) L- 00 cn 0 E N oo Q13-u - UJ Z -c0 E W z 0 4-j 0 u0FO :) W ra 0) CL r, E 0 r - 4 C �... CL 5. (n LJL Ln >. u 40- CN U-) 4 4-1 0 C) 0 C14 22) m 4'11) CD V) C) 0 fy) he L- . w 00 r-4 M U N Ln C:) 0"'oo 0 U) > c) c: 42 C� = N < uj LA 0 0 = 0 - ISSUE DATE 02/26/2018 REVISIONS . .. ............. .. . PROJECT: 18-0167 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS ELEVATIONS "A" 05. 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 . ---- 2x4 P.T. IN BETWEEN STRINGERS - ATTACH TO SLAB w/ 12d CUT NAILS @ 6" O.C. AND (2)12d EACH END OF 2x4TOE NAILED TO STRINGER. S1 TY P. STAB R CON 06 SCALE: 3/4" = 1'-0" (11x17) 11/2" = TV (22"04") 10•. 1x8 SKIRT BD.- — __--_.,_.. i 2x12 TREADS CUT TO FIT 1" -_7 1/2" PL� D. BLOCKING ----- �12 STRINGERS DATA: TOTAL RISE: 10-8 3/4" (18 RISERS @ 7.15 " EA.) TOTAL RUN: 17 (17 TREADS @ 10 EA.) rs —2 TI BEAD F R'0 SEI D EICAO L �6SCALE: 3/4" = 1'-0" (11x17) 1 1/2" = TV (2204) 3/4" PLYWD. SUB -FLOOR -- 2x JOISTS 16" O.C. MAX e 2x LEDGER ATTACHED TO STUDS k�l w/ (2)12d NAILS @ EACH STUD _ .. i HUS26 JOISTS TO LEDGER e --- 2x'S @ 16" O.C. MAX. ADD 2x VERTICALS @ 16" O.C. AS REQUIRED BY MUNICIPALITY - TO BE PLACED DIRECTLY UNDER LEDGER rs -4 LA...QQNG CONNE�T- DETA�L 06 SCALE: 3/4" = 1'-0" (11x17) 1 1/2" = 1'-0" (2204) PLATFORM FRAMING 1 x8 CAP CASING. 2x4 @ 24" O.C. SHEETROCK BOTTOM PLATE PRE-ENGINEERED FLOOR TRUSSES @ 24" O.C. (SEE TRUSS LAYOUT) w HALF WALL DETA L 06 SCALE: 3/4" = 1'-0" (11x17) 1 1/2" = 1'-0" (22x34) FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. 12 5� PRE-ENGINEERED TRUSSES (SEE TRUSS LAYOUT) 9'-0" BRG. HT. @ SECOND FLOOR T-8" HDR, HT. @ SECOND FLOOR ... ... ... ... .._ O.H.. HANDRAIL R311.7 6TH EDITION - FBCR (2017) 34"-38" ABV. TREAD NOSING ON OPPOSITE WALL. 9\__c06 3'-6" 3'-4" 1 .. _.. 4T .....�53 3T@0�� p� 10 T-611 61-811 LANDING11 8T @ 10" Stair Section SCALE: 1/8" = T-0" (11x17) 1/4" = TV (2204) 3/4" PLYWD. SUB -FLOOR-------- \ PRE-ENGINEERED FLOOR TRUSSES 24" O.C. 2 x 4 LEDGER IN BETWEEN STRINGERS ATTACH TO -- —FLOOR TRUSS w/ 12d NAILS @ 6" O.C. @ (2)12d @ EACH END OF LEDGER TOE -NAILED TO STRINGER. �ONNE�T. Ccb FLfw T�US 06 SCALE: 3/4" = 1'-0" (11x17) 1 1/2" = 1'-0" (2204) STRINGER TO FLOOR TRUSS 0 z w 0 C/i z J LJ U) LLA 0 U) w 0 z ¢ w 0 z Q J w co w r - Z S C� r 0 ¢ 0 0 0 cn Ld w CK 02 ix c z w a c Y or Stair Details I'C'- SCALE: 3/4" = TV (11x17) 1 1/2" = TV (2204) IQ w 0 w Y ¢ CL 0 L_ 0 U) V) Of w a Z w X w w CD z Z 0 0 F- 0 0 r z O w Z CD ``111111111111,1 0 C/) w m w w Q 0 z w o 0 � ®� .• � Nom• ® .t7 e °U o • �N n. to «, N 00 N coa to �v a M u- or O0 r - coO U v6 L (o a, cn N ) a) (,0—c m �CL � ��0 o°b�-E `. Lo co QCL � c � 5 w iz �g _c W oz co u0 N 7` fa O � N M i� � - (n u- Lo "2 ( U 0� U 40- N O N J O O N N ' o O fn d U N O N .a .0 J -0 > O = O < w Ln 0 O a ISSUE DATE 02/26/2018 REVISIONS _E PROJECT: 18-0167 SCALE: AS NOTED DRAWN BY: JML & JFT DE51-GNED BY: MJS SECTIONS First Floor Electrical Plan "A,B,C" (Standard) SCALE 1/8" = 1'•0" (11x17) 1/4" = 1'-0" (2204) OPTIONAL OVERHEAD SERVER G E I V E 1 V't!L NOTES f \E I SAME AS UNDERGROUND 1. BUILDER TO VERIFY EXACT LOCATION OF FLOOR 200 AMP OUTLETS IN FIELD. SERVICE 4/0 SCR AL. AMP NEMA 3 2. ALL OUTLETS ARE TO BE AFCI PROTECTED. METER MAIN SEE FLOOR PLAN FOR FUSE SIZE 3. ALL 15A AND 20A 120V BRANCH CIRCUITS WILL BE DISC. A/C DISC, AFCI PROTECTED. #14 COPPER TO LIGHTS AND OUTLETS 4. ALL 15A AND 20A 120V BRANCH CIRCUITS #10 COPPER TO WATER HEATER LOCATED IN THE GARAGE AND LAUNDRY WILL BE TYP. #8 COPPER TO RANGE GFCI PROTECTED. ELECTRICAL #8 TO A/C UNDERGROUND PANEL 5. ALL GARAGE BAYS WILL HAVE DEDICATED GFCI SERVICE BY (20 CIRCUITS) OUTLET. POWER CO. 6. ALL OUTLETS LOCATED IN THE KITCHEN AND BATHROOMS ARE TO BE GFCI PROTECTED. #2 -GROUND TO (2) 5/8" RODS (6' APART) ALSO 7. DW. AND GARBAGE DISPOSAL ARE TO BE GFCI SERVICE TO BE BONDED TO FOOTING STEEL PROTECTED. NOTE: 8. EXCEPTIONS TO THE GFCI STIPULATION WILL BE ALL ELECTRICAL WORK AND MATERIAL PROVIDED SHALL COMPLY WITH THE FLORIDA ALLOWED ONLY IF ALLOWED PER CURRENT BUILDING CODE. (2017) THE ABOVE ELECTRICAL LAYOUT IS FOR BID PURPOSE ONLY. NFPA / NEC. 9. OUTLETS LOCATED IN THE LAUNDRY ARE TO BE GFCI AND AFCI PROTECTED. 200 AMP ELECTRICAL RISER 10. OUTLETS LOCATED WITHIN 6-0" OF A WET AREA ARE TO BE GFCI PROTECTED. 11. ALL OUTLETS OVER COUNTERTOPS TO BE 42" A.F.F. (U.N.0.). 12. ALL SMOKE/CARBON MONOXIDE DETECTORS ARE TO BE HARD WIRED, INTERCONNECTED AND AFCI PROTECTED. 13. 8'-0" HEIGHT VANITY LIGHTS IN MASTER BATHROOM AND 7'-0" IN ALL OTHER BATHROOMS. NOTES: • THIS DIAGRAMMATIC PLAN IS INTENDED TO SHOW LIGHTING AND CONVENIENCE OUTLETS ONLY. IT IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO VERIFY THE REQUIREMENT AND LOCATIONS OF ALL ELECTRICAL EQUIPMENT, (INCLUDING KITCHEN EQUIPMENT) AND PROVIDE AND INSTALL COMPLETE ELECTRICAL SERVICE AS REQUIRED PER NFPA, NEC, FBC CODES AND ALL REIGNING MUNICIPALITY CODES, STANDARDS AND ORDINANCES. • LOCATION OF FIXTURES AND / OR OUTLETS ARE SUGGESTED LOCATIONS AND MEET MOST LOCAL CODE REQUIREMENTS. ADDITIONS OR ADJUSTMENTS MAY BE MADE BETWEEN THE OWNER AND BUILDER IN THE FIELD. • ALL ELECTRICAL WORK AND APPLIANCES ARE IN FULL COMPLIANCE WITH N.F.P.A., N.E.C., F.B.C. 6TH EDITION (2017) RESIDENTIAL, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. • VARIOUS SYMBOLS ON ELECTRICAL LEGEND MAY OR MAY NOT BE USED ON THIS PLAN. ELECTRICAL KEY: a w CEILING MOUNTED LIGHT w O PC PULL CHAIN LIGHT - O z RECESSED LIGHT a WALL MOUNTED LIGHT z T WALL WASH RECESSED w 0 DUPLEX RECEPTACLE z -- - - - 220 V RECEPTACLE `-- -- a 1/2 HOT, 1/2 SWITCHED _...._:_ ..-.._.:... ......... - ...... — z ZWP WATER PROOF RECEPTACLE FLOOR RECEPTACLE U) PRE -WIRE FOR CLG. FAN �GFI GROUND FAULT INTERRUPT — .... _..--- ...... -.... ....... ___ __ _ w 8 WALL SWITCH o 8, 3 -WAY SWITCH 8. DIMMER SWITCH o TELEPHONE JACK z H CABLEJACK - — --- --— ® PRE -WIRE GARAGE DOOR OPENER j FLUORESCENT LIGHT ® ELECTRICAL PANEL c�10 CHIME --- — --- — - -- O I -O DOOR BELL I GARAGE DOOR SWITCH L= DISCONNECT SWITCH j UM ELECTRICAL METER --_. _....._ O S.D. SMOKE DETECTOR (� C.M.S.D. CARBON MONOXIDE /SMOKE DETECTOR N CEILING FAN i •� WALL SCONCE CHANDELIER SPOT LIGHT o FLUSH MOUNT FLUORESCENT LIGHT Ld FAN / LIGHT COMBINATIONCn a GARBAGE DISPOSAL MOTOR Q ® SPEAKER a O JUNCTION BOX L.V. LOW VOLTAGE CD V.P. VAPOR PROOF A.F. ARC FAULT PROTECTION o O O ti O M O U J C LI" CO (� Cn '0 CU � r" C0 0 Q O- M O E l�000CN0 0 E d' d' E %. rte- = 00 Q 0- LL c � � w z E 0 N � a w O � w w U Q O z -- w Q � N O fu Ocnrl E o N � ^�'' fru M z u - Q CnLfwlr� C x N TI- --q l� w *Iz lD _ 41 N z a m O cn r� � O O O N � N � a+ O 0 Q O - o V) Uf 0000 N u u cq Ln O O o C � O LL d' a:. O z Onp- > L7 N N ? O C C Cn 'U a-+ O o w Q w Ln O m li w w . Q s z 0 Q ISSUE DATE 02/26/2018 REVISIONS PROJECT: 18-0167 >- SCALE. AS NOTED Q_._._........... ...... ...... ------ - z DRAWN BY: JML & JFT DESIGNED BY: MJS.._..... _ ELECTRICAL LAYOUT 07 .r. L - - _ - - - - --- -- - -- -- _ _ I Second Floor Electrical Plan "A,B,C" (Standard) SCALE 1/8" = 1'•0" (11x17) 1/4" = 1'-0" (2204) I--- -jI I OPTIONAL OVERHEAD SERVER SAME AS UNDERGROUND GENERAL OTE KEY: 1 V V Second Floor Electrical Plan "A,B,C" (Standard) SCALE 1/8" = 1'•0" (11x17) 1/4" = 1'-0" (2204) I--- -jI I OPTIONAL OVERHEAD SERVER SAME AS UNDERGROUND GENERAL OTE KEY: 1 V V 200 AMP 1. BUILDER TO VERIFY EXACT LOCATION OF FLOOR O r' O OUTLETS IN FIELD.. SERVICE 4/0 SCR AL. O M AMP NEMA 3 2. ALL OUTLETS ARE TO BE AFCI PROTECTED. a) J LL METER CA MAIN SEE FLOOR PLAN FOR FUSE SIZE 3: ALL 15A AND 20A 120V BRANCH CIRCUITS WILL BE CD T- aT DISC O�CD N C P" to AIC DISC. AFCI PROTECTED. #14 COPPER TO LIGHTS AND OUTLETS 4.ALL 15A AND 20A 120V BRANCH CIRCUITS p .r N C►`0.�, d #10 COPPER TO WATER HEATER LOCATED IN THE GARAGE AND LAUNDRY WILL BE O ECU d' TYP• #8 COPPER TO RANGE GFCI PROTECTED. a Cu a. LL ELECTRICAL L #8 TO A/C UNDERGROUND uiz z PANEL 5. ALL GARAGE BAYS WILL HAVE DEDICATED GFCI SERVICE BY a (20 CIRCUITS) OUTLET. POWER CO. x Q W 6. ALL OUTLETS LOCATED IN THE KITCHEN AND f � ui BATHROOMS ARE TO BE GFCI PROTECTED. #2 -GROUND TO (2) 5/8" RODS (6' APART) ALSO 7. DW. AND GARBAGE DISPOSAL ARE TO BE GFCI SERVICE TO BE BONDED TO FOOTING STEEL PROTECTED. NOTE: 8. EXCEPTIONS TO THE GFCI STIPULATION WILL BE ALL ELECTRICAL WORK AND MATERIAL PROVIDED SHALL COMPLY WITH THE FLORIDA ALLOWED ONLY IF ALLOWED PER CURRENT BUILDING CODE, (2017) THE ABOVE ELECTRICAL LAYOUT IS FOR BID PURPOSE ONLY. NFPA / NEC. 9. OUTLETS LOCATED IN THE LAUNDRY ARE TO BE O V GFCI AND AFCI PROTECTED. E fa 200 AELECTRICAL RISER M 10. OUTLETS LOCATED WITHIN 6'-0" OF A WET AREA ARE TO BE GFCI PROTECTED. C: O 11. ALL OUTLETS OVER COUNTERTOPS TO BE 42" � A.F.F. (U.N.0.). 12. ALL SMOKE/CARBON MONOXIDE DETECTORS d- ul) ARE TO BE HARD WIRED, INTERCONNECTED AND f4 AFCI PROTECTED. 13, 8'-0" HEIGHT VANITY LIGHTS IN MASTER BATHROOM AND T-0" IN ALL OTHER BATHROOMS. O O NOTES: • THIS DIAGRAMMATIC PLAN IS INTENDED TO SHOW LIGHTING AND CONVENIENCE OUTLETS N fu ONLY. IT IS THE ELECTRICAL CONTRACTORS a RESPONSIBILITY TO VERIFY THE REQUIREMENT V AND LOCATIONS OF ALL ELECTRICAL L EQUIPMENT, (INCLUDING KITCHEN EQUIPMENT) 00 N AND PROVIDE AND INSTALL COMPLETE a %&- -0 � ELECTRICAL SERVICE AS REQUIRED PER NFPA, ul r^• NEC, FBC CODES AND ALL REIGNING C � MUNICIPALITY CODES, STANDARDS AND in y ORDINANCES. O 'v -p a aj C • LOCATION OF FIXTURES AND / OR OUTLETS ARE d .I.a O r14L w Lnn SUGGESTED LOCATIONS AND MEET MOST LOCAL O a 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. 02/26/2018 • VARIOUS SYMBOLS ON ELECTRICAL LEGEND MAY OR MAY NOT BE USED ON THIS PLAN. 18-0167 SCALE: 0 w AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS ELECTRICAL KEY: o Li d CEILING MOUNTED LIGHT w m o PULL CHAIN LIGHT pC o RECESSED LIGHT w a WALL MOUNTED LIGHT - ............... _ — WALL WASH RECESSED o DUPLEX RECEPTACLE 220 V RECEPTACLE w _....... ___. 112 HOT, 112 SWITCHED o _ �WP WATER PROOF RECEPTACLE - FLOOR RECEPTACLE N ......... PRE -WIRE FOR CLG. FAN w ----------- 'QGFI ------- --- ........,._ - _ .... ....._. - GROUND FAULT INTERRUPTCD 8 WALL SWITCH o 83 3 -WAY SWITCH d U) Q o 8o DIMMER SWITCH h TELEPHONE JACK z CABLEJACK ® PRE -WIRE GARAGE DOOR OPENER w - - ---- - ..----- __ __.__ __.. _.._ FLUORESCENT LIGHT © ELECTRICAL PANEL s ® CHIME I DOOR BELL / GARAGE DOOR SWITCH ----- � --------- L= _.._.. - - -- ---- DISCONNECT SWITCH a ELECTRICAL METER S.D. ........... ... _.--- SMOKE DETECTOR o C.M.S.D. CARBON MONOXIDE / SMOKE DETECTOR CEILING FAN ry � Lu WALL SCONCE m Li CHANDELIER w SPOT LIGHT o FLUSH MOUNT FLUORESCENT LIGHT O�I FAN / LIGHT COMBINATION o GARBAGE DISPOSAL MOTOR ---....... SPEAKER O JUNCTION BOX a CN L.V. LOW VOLTAGE V.P.VAPOR PROOF A.F.ARC FAULT PROTECTION o O r' O O 1`• O M U a) J LL CA U) to CD T- aT O�CD N C P" to N (.0 ^ p .r N C►`0.�, d O ECU d' ems— 00 a Cu a. LL L w uiz z � E a -C x Q W f � ui O V E fa N M M V) u C: O � fo Of) N d- ul) f4 J O O cV N fu a cCr V � L ' 00 N a %&- -0 � ry M ul r^• O� C � o U in y s. a L_ © O 'v -p a aj C d .I.a O r14L w Lnn O O a i ! ■ ISSUE DATE1 02/26/2018 REVISIONS PROJECT: 18-0167 SCALE: - AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS ELECTRICAL LAYOUT a \- - CONCRETE BLOCK 0 00 0 ~ 'Too HEADER OR STEEL Q®LU 0. LINTEL PC EXP. STRIP uj C'4 n- C var- PC ANCHOR co © �- ,I. C) 0 _.– — rte. STRIP M � U CD V" � CL? (D cl a r• 'N r,r � N > co ' -0 .c Q CA N 04 E .caWCN� 0 C -, r%� N N Cr - p- , E 0 E : d� GLS. BLK. PER PLAN c0 Mw z z -C3 a a� E 0 m ulz 0(9 ro �W �o r ' qj PC PANEL O � EV) O N NM \ rn u_ L N u u REINFOR: N e�-1 J SEALANT O C N � N =3 a_+ C O U) V) rO L_ W 00 N o c a cv Ln O V) o O' Cl. > "C3 N C) c: C 'D w O O Q W Ln O it PC ANCHOR STRIP -- -._-- _ J �I J EXP. BOLT (2) 02/26/2018 REVISIONS PROJECT: 18-0167 SCALE: AS NOTED 1 PER ANCHOR JML & JFT DESIGNED BY. MJS DETAILS D1 MORTAR ASPHALT EMULSION f CONC. BLOCK - - - WALL .._ EXTERIOR FINISH 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 31PREMIERE SERIES BLK., AND TO 21WIDTH, FOR 32 "THINLINE" SERIES BLOCK. INSTALLATION NOTES: 1. THROUGHOUT INSTALLATION, KEEP THE WINDOW JAMBS PLUMB AND SQUARE. KEEP HEAD AND SILL LEVEL AND SQUARE. MAKE SURE HEAD AND SILL ARE NOT CROWNED UP OR DOWN. 2. CONSTANTLY CHECK WIDTH AT MEETING RAILS (i.e. DOUBLE HUNGS) TO AVOID "BOWED OUT" INSTALLATION. 3. APPLY GENEROUS BEAD OF CAULK ALONG INTERIOR SURFACE OF NAILING FIN ON ALL SIDES PRIOR TO SETTING WINDOW INTO OPENING. SET WINDOW INTO SHIMS. CENTER THE WINDOW IN THE GLASS �DETMLS 4. PLACE 1/4" SHIMS AT SILL CORNERS AND SCALE: N.T.S. OPENING ALLOWING A 1/4" GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE. WHEN ROOF UNDERLAYMENT PER FBC INSTALLATION IS COMPLETE, THESE SHIMS MAY BE REMOVED. CHIMNEY HEIGHT 24" R905.2.7 5. INSTALL FASTENERS (STRAIGHT, NOT ANGLED) IN EVERY OTHER FASTENER SLOT STARTING AT THE ABOVE ROOF WITHIN 10' CDX PLYWOOD OR O.B.S. MIDDLE OF THE WINDOW. FASTENER MUST BE EMBEDDED INTO SOLID WOOD A MINIMUM OF 1". KEEP \ WINDOW LOCKED UNTIL ALL SIDES ARE SECURED. PRE -FAB CAP LATH AND STUCCO 6. CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT USED, OVER CHIMNEY 7. CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. "J" METAL FLASHING 8. INSULATE AROUND PERIMETER WITH BATT TYPE INSULATION. 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 STUCCO OVER PAPER ROOF COVERING PER PLAN STRUCTURE AND WINDOW. THEN, CAULK THIS GAP. 10. CAULK GAP BETWEEN INSTALLED WINDOW EXTERIOR PERIMETER AND J -CHANNEL (OR BRICK OR OTHER 1/2" PLYWOOD EXT'R. SHEATHING BACK WIRE MESH BA U.N.O. 15/32" C.D.X. OR 7116" O.S.B. (MIN. 2.5:12 PITCH) EXTERIOR FINISHING MATERIAL WHICH SURROUNDS WINDOW). ALL AROUND NAILED 8d @ 6 & 12 GALV. L -FLASHING ROOF UNDERLAYMENT PER FFB2C7 T' 2x's @ 24" O.C. W/ HUGHES MP3'5 ATTACHED TO SHEATHING FLASHING SEQUENCING: WHEN GREATER THAN 24" x 24". _ • APPLY BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER ALL OF ROUGH OPENING. �' 2x4 BLOCKING 2x4 BLOCKING • SET WINDOW UNIT. / \ • APPLY 2ND BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER NAILING FIN AND BLDG PAPER. '\ TRUSS @ 24" O.C. • APPLY SIDE STRIPS OF SELF-ADHESIVE TYPE FLASHING. TRUSS 24" O.C. • APPLY TOP PIECE OF SELF-ADHESIVE TYPE FLASHING. @ NOTE: ROOF COVERING PER _ PLAN SELF-ADHESIVE TYPE FLASHING IS A GENERIC TERM. SEE SPECIFICATIONS FOR MATERIAL TO BE USED. F IMPORTANT: � - 15# FELT DRAINAGE PLANE -- I FIRE BLOCKING METAL FIRE BLOCKING 2x4 BLOCKING PER PER FBC 8905.2.7 C 8905.2.7 ROOF SHEATHING IT IS THE RESPONSIBILITY OF THE OWNER OR BUILDER TO SELECT PRODUCTS IN COMPLIANCE WITH ___._._ WOOD BASED EXTERIOR SHEATHING -OSB AROUND FLUE LINER 2x4 #2 SPF OR #3 �� 6 MIN. LAP ON METAL APPLICABLE LAWS AND BUILDING CODES. DO NOT USE MURIATIC ACID ON HOMES AFTER INSTALLING THIS WINDOW. THE ACID MAY DESTROY THE COIL SPRING BALANCE SYSTEM. WINDOWS WILL NOT BE UNDER - - - 7/8" NOMINAL STUCCO THICKNESS ' SYP STUDS @16" O.C. WARRANTY IF EXPOSED TO MURIATIC ACID. DO NOT LAY WINDOWS FLAT OR STORE IN SUN BEFORE INSTALLING. ALL WARRANTIES NULL AND VOID IF ANY VERTICAL HOLES ARE PUT INTO WINDOW SILL AREA OF ANY WINDOW. PAPERBACK LATH \ - PEEL AND STICK TAPE _• METAL OR PLASTIC EXPANSION JOINT MANTLE \I DRAINAGE PLANE OVERLAP CONTROL BEAD FLASHING AND MEMBRANE STRIP OVER WOOD FRAME / MASONRY CONNECTION. MEMBRANE STRIP COVERING WOOD FRAME -� INTERSECTION UNDER EXPANSION JOIN EQUAL PRE -FAB FIRE BOX DAMPER /y ,/ \ TO PROTECTO WRAP BT-20XL-9" WIDE. TO EXTEND 2 BELOW THE CMU 18"' NON-COMBUSTABLE / \ \ \ \\ �\ \\ \\/ % % \ 1/2" NOMINAL CEMENTITIOUS FINISH MATERIAL FOR HEARTH \ FOUNDATION \ �� \ A' VALLEY RAFTER SCALE: 3" = 1, _0„ 2 WNDOW FLAS'HNG DETA�LSSCALEN.T.S.2u L STUCCO BOND BREAK/FLASHING D'ETMRE-FABSCALE: A FLASHNG'"NDETA8L SCALE: N.T.S. . N.T.S. a 0 00 0 ~ 'Too s Q®LU 0. Illllrl uj C'4 n- C var- LL co © �- ,I. C) 0 rte. O M � U CD V" � CL? (D cl a r• 'N r,r � N > co ' -0 .c Q CA N 04 E .caWCN� 0 C -, r%� N N Cr - p- , E 0 E : d� ca X 00 Q 0.. li c0 Mw z z -C3 a a� E 0 m ulz 0(9 ro �W �o r ' qj O � EV) O N NM \ rn u_ L N u u 40- (D N e�-1 J O C N � N =3 a_+ C O U) V) rO L_ W 00 N o c a cv Ln O V) o O' Cl. > "C3 N C) c: C 'D w O O Q W Ln O it J �I J ISSUE DATE\ 02/26/2018 REVISIONS PROJECT: 18-0167 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY. MJS DETAILS D1 GENERAL NOTES ENGINEERED LUMBER WIND SPEED (ULTIMATE) 140 mph 1. ENGINEERED LUMBER PRODUCTS SHALL CONFORM TO THE CURRENT EDITION OF FOUNDATIONS THE ANSI/AWC NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS). SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF 2. ENGINEERED LUMBER SHALL BE EITHER STRUCTURAL COMPOSITE LUMBER AS MAX. DRY DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR) MINIMUM DEFINED NDS SECTION 8.1 (INCLUDING LVL, PSL, AND LSL LUMBER) BEARING CAPACITY 2000 PSF 3. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN TERMITE TREATMENT VALUES AS FOLLOWS: (+) VALUE DENOTES PRESSURE COLUMNS BEAMS STUD REFER TO SECTION R318 PROTECTION AGAINST TERMITES, OF THE E = 1,700,000 Wine U.N.O. E = 2,000,000 Win' U.N.O. E = 1,500,000 Wine U.N.O. FLORIDA BUILDING CODE - RESIDENTIAL CURRENT EDITION, FOR FULL AREA LIST OF REQUIREMENTS Fb = 2650 Fb = 3000 Fb = 2200 CAST IN PLACE CONCRETE Ft =1650 Ft =1700 Ft =1500 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, Fc l = 450 Fc 1= 900 Fc = 450 AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO Fv - 285 Fv = 285 Fv = 150 ASTM A-615 GRADE 60 MIN. WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1 AxW1.4 CONDITION U.N.O. WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN CEILING CONSTRUCTION THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY USED IN LIEU OF WWF. 50 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING U.N.O. REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. LIVING SPACE IS ABOVE THE GARAGE. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING MEANS AND METHODS BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 30" LAP EXCLUDING BEND CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OF THE AT EACH END SHALL BE PROVIDED. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. CONTRACTOR. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE ERECTED & TRUSS / FRAME MEMBERS ARE CONNECTED PROPERLY PER APPROVED CENTER TO UPPER 1/3 OF THE SLAB. FRAMING PLANS / DETAILS ALONG W/ CONNECTOR & COMPONENT MANUFACTURERS' BOLTS AND THREADED RODS SPECIFICATIONS. UNTIL SUCH TIME, TEMPORARY BRACING & SHORING OF WALLS AND 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) FRAME MEMBERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS UNDER STAIR PROTECTION FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. (12.7MM) GYPSUM BOARD. 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL MASONRY WALL CONSTRUCTION AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. CONFORMING TO ASTM C90; W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A PSI (fm = 1900 PSI) MINIMUM G50 ZINC COATING 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 111. (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. PRESERVATIVE WOOD TREATER. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES FILLED WITH COARSE GROUT AND GRADE 60 STEEL. REINFORCEMENT SHALL BE OF PRESSURE TREATED WOOD SUCH THAT THEY MEET THE REQUIREMENTS OF PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. ASTM F1667 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK PREFABRICATED WOOD TRUSSES WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERTICALLY. TIES TO THE 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT POSITIONERS IN MIDDLE OF WALL CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE 7. REINFORCING STEEL SHALL BE LAPPED MIN. 30" U.N.O. ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. AND STRUCTURAL PLANS FOR MORE INFO. 10, MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. TRUSS ENGINEER OF RECORD 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING 3, PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR LATEST EDITION OF ANSI TRI 1. 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. MANUFACTURER UNLESS NOTED ON PLANS 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ 5, TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY CONSOLIDATION. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. WOOD CONSTRUCTION TRUSS DESIGN LOADS: 1. WOOD CONSTRUCTION SHALL CONFORM TO THE ANSI/AWC "NATIONAL DESIGN TOP CHORD: Lr = 16 PSF SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) DL = 7 PSF (SHINGLE TYPE ROOF COVER) 2. LUMBER DENOTED AS SPF#2 OR SPF#1/#2 SHALL BE SPRUCE -PINE -FIR VISUALLY DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) GRADED "No.1/No.2" BY NLGA, OR BETTER. DL = 14 PSF (TRUSS OVERBUILD) 3. LUMBER DENOTED AS SYP#2 SHALL BE SOUTHERN YELLOW PINE OR "MIXED" BOTTOM CHORD: DL = 5 PSF SOUTHERN YELLOW PINE VISUALLY GRADED "No 2" BY SFIB, OR BETTER. MINIMUM FLOOR DESIGN LIVE LOADS: 4. OTHER LUMBER SHALL BE VISUALLY GRADED "No. 2" OR BETTER, REGARDLESS OF A) FLOORS = 40 PSF B) BALCONIES= 60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) SPECIES, U.N.O. ON FRAMING PLANS OR DETAILS. C) DECKS = 40 PSF D) STAIRS = 40 PSF 5. ALL STRUCTURAL WOOD MEMBERS INCLUDING EXTERIOR FRAME WALLS, BEARING E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. WALLS, SHEAR WALLS, AND MISC. MEMEBERS (I.E. BLOCKING OR GABLE END BRACING) MINIMUM FLOOR DESIGN DEAD LOADS: SHALL BE SPF#2 OR BETTER U.N.O.. A) FLOORS = 15 PSF B)BALCONIES = 15 PSF 6. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING GENERAL LOADING: (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. ATTIC WITHOUT STORAGE = 10 PSF 7. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD ATTIC WITH LIMITED STORAGE = 20 PSF SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF 8. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL GUARDRAILS IN -FILL COMPONENTS = 50 PSF SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE -ADDIT'L BRACING &BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA DURABLE OR PRESERVATIVE -TREATED WOOD. RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING 9. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM BY OTHERS. EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) 10. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE 12d TOENAILS EACH END. CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND HSS2 STUD SHOES, TYP U.N.O. EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP 11. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCS1.63 SECTIONS 1, 2 AND 3 TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR PERPENDICULAR TO TRUSS SPAN AT 164" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST 12. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. IS TO BE PRESSURE TREATED IN ACCORDANCE WITH THE LATEST EDITION OF THE -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS AWPA U1 STANDARD. AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-133. ("T" BRACING MAY BE USED I.L.O. 13. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT TABLE WITHIN BCSI-133). WOODEN TOP PLATES. -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d 14. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS 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 D o BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-133. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. 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 BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/81" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE 3/6' 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 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) k a DOWEL PLACEMENT PLAN - VALUE DENOTES SUCTION AREA O O 10 (+) 21.2 (+) 21.2 - 22.9 (-) 28.3 (+) 20.2 (+) 20.2 20 (-) 22.0 - 26.4 w (+) 19.0 (+) 19.0 50 (-) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 NOTES & CONNECTOR LEGEND (-) 19.8 - 22.0 GARAGE DOORS 9'-0" x T-0" 16-0" x T-0" °CN�U° (+)19.4 + z° -c (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 al 10 5 5 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. SHEET SC S1A S2A S3 S4A S5A _S6 S7A SD1 SD2 SD3 S D4 SD5 SD6 ST1 INDEX OF DRAWINGS SHEET TITLE STRUCTURAL NOTES 0 "° FOUNDATION PLAN Z w v k a DOWEL PLACEMENT PLAN w FOUNDATION DETAILS 0 ct � LINTEL PLAN Z 0 1- N- FIRST FLOOR FRAMING PLAN w x N NOTES & CONNECTOR LEGEND o u °CN�U° ROOF FRAMING PLAN 0 z° -c z a.0 = :w d o 6 r. O� O Ci J GENERAL DETAILS a i 2 P Ivo � '--,'� '�®•..ee..e••°' ''�fil9!!11"` E2 ° GENERAL DETAILS o GENERAL DETAILS < z m "- w GENERAL DETAILS LL O M U) w ti U_ TWO STORY DETAILS z (0 --•� LU U w 0U� h-- E U 0 W C� UPDATES TWO STORY DETAILS GENERAL STAIR DETAILS a f- - 0 NUMBER DATE DESCRIPTION INTIALS w ..� z a o 0< z O RO 1 J J a CREATED ELEV A, B, & C W/ OPTIONAL 12 S.G.D. DP Z o< F- � < Z) � < a H W M 2 4/20/2017 Q CLEANUP ITEMS DP O w CL CL Z O -C. Q O ARCHITECTURAL UPDATES & PLANS HAVE BEEN UPDATED TO c � I -- 3 3/5/2018 MEET F.B.0 6th EDITION (2017) RESIDENTIAL z a o C (, U 0- Of LUW 2Z O U jU_ W z ..1 0 z D o O 05 CC o cA (- COPYRIGHT MGD 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. 0 "° k a Uj � N- n 0 0 z° -c < z Z LL O M U) w ti z O --•� LU U w 0U� h-- E U �J���rn UPDATES (1) LLJ C ZW Z J" �0N NMASTER f- JO�D>-o 0 NUMBER DATE DESCRIPTION INTIALS U ..� z a o 0< z RO 1 3/21/2017 CREATED ELEV A, B, & C W/ OPTIONAL 12 S.G.D. DP Z o< F- � < Z) � < a W M 2 4/20/2017 Q CLEANUP ITEMS DP O Z3: 0 LL 0 -C. Q ARCHITECTURAL UPDATES & PLANS HAVE BEEN UPDATED TO z o 3 3/5/2018 MEET F.B.0 6th EDITION (2017) RESIDENTIAL DP o M 0- Q CV 2Z O z ..1 D o eau; CC o z z 2 W W 3: p ,.J W n LU = W U) ca = W C z a Q U) 0. W W n 1X 2 C >- _ V O W�0o 0 MZ LU (5 L1. CL M w 0 U) STRUCTURALENG: MCD w DRAFTING. H -STRUCT: DP QC CHECK: CC U JOB No. PSQ 0204603 Q SCALE: AS INDICATED z w 0 ---- DATE: - 03/05/18 65LU cA (- COPYRIGHT MGD 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. 451-011 0 N 2 L F01 S3 U_ � r O 0? ao 2 N L $o MF01 S3 I rd 4'-0" (2 -STORY PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE � LLI 00 LAPPED MIN. 6" AND SEALED. REFER TO FBC-R CURRENT EDITION L .W Z SR SECTION R506.2.3 FOR REQUIRED LOCATIONS FTG) 2. 221-4" 181-811 PLACED AT MIDDLE OR UPPER 1/3 OF SLAB DEPTH OVER 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, 811 21'-8" Pe WHEN FIBER MESH, MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN G a CURRENT CODE EDITION). F 3. VERT, #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM 2 ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND@ EA. END. F01 LAP SPLICES SHALL BE NO LESS THAN 30". c C 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR S3 RECESSING DOOR SILLS. 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. £ 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) E CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE 1 THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR MIN (2) # 5 E.W. USE ALTERNATE APPROVED METHOD. L BARS & 3" MIN. COVER TO EDGE OF CONC. F 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY 5 P COMMUNITY & COUNTY CODES. 12"x24"x12" dp w/ #5's EQUALLY SPACED EA. & MI 24" SIDE & O.C. N 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL 1A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION C PAVERS ( 9 = C 9. NO WOOD STAKES PERMITTED IN FOUNDATION. < F01 C 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO S3 DETERMINE STEP LOCATIONS IF REQUIRED L F L 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS ® bo MIN (4) # 5 E.W. FOOTING STEP DOWN AND CORNER INFORMATION. ■ BARS & 3" MIN. COVER TO EDGE OF CONC. G F01 (_)0'_411 o CL MF01 ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE r 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH F PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION WAY MIN. 2" HORIZ. CLEARANCE BETWEEN S3 `�" YS3 2.6 C COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL F CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. 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 3'-8" 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. DETERMINED BY ASTM - D1557 (MODIFIED PROCTOR). -i--- I- � G MIN (5) # 5 E.W. BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. [ 14. F1 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE 663 STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. S3 - I 1 F06 BARS & 3" MIN. COVER TO EDGE OF CONC. 53 1 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. S3 - MIN (6) # 5 E.W. C Q 2 -STORY 4811x48"x12" dp w/ #5's EQUALLY SPACED EA. - C O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN 1 ao I I FTG. `� C 4811x48"x16" dp w/ #5's EQUALLY SPACED EA. 1 M WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. � � 3.5 ( 48"x48"x24" dp w/ #5's EQUALLY SPACED EA. I 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. i S3 F 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN F01 " BARS & 3" MIN. COVER TO EDGE OF CONC. 1 F05 S3 in F06 S3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN S3 I ■ I � o 6011x60"x1611 dp w/#5"s EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. C ■ ■ 1 6611x66"x16" dp w/#5's EQUALLY SPACED EA. L -� 5.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. C 22'-7 5/8" 4'-10 3/8" BARS & 3" MIN. COVER TO EDGE OF CONC. 13'-61i w I � 4 1 F01 2.5 4 2.5 ■ S3 ■ ■ ■1 I -T o 0 0 - ■ CJ II Z I J I I o =[F1I 4"-4�� ( 5 $ 11/411 9'-4 3/411 /% L 9'-211 L� \\ 161-511 N J 01-011 FIN. FLR, -� _-� 1 OL 2 �� I ■ __J (V II IIL Li ■ 1 411 THICK CONC. SLAB W/ IMY 4'-4 1/2' FIBERMESH. OVER 6 MIL VAPOR ■ BARRIER OVER COMPACTED FILL. I ih 28'-4 1/2" ■ 2.5 F=====__� O PP F05 I i LF -40-6- S3 I - A" I M ■ F06 S3 LL (-)0,� 4. 11 Y� N _.. U IF05 0 ■ S3 r �`� co 1 I 241-811 ■ c r 281-411 ■ F1 ■ I 0 S3 1 1 1 o� 1 0 FM- M51 M CN o S3 (_)01.4" 3.5 i� 3.5 F01 U7 v M (D U_ �- S3 00 ■ ■ ■ ■ ■ r I 4'-8" (2-STIRY 1 ■ 11'-411 (2 -STORY FTG) FTG) -ate', ■ 2.6 F02 o F13 v- , F13 I S3 I v S3 S3 PAVERS L_:T 2 • • • • • • WDO DO D D 2.6 DO D '-01 7'-8" / 1-011 11_811 81_011 11-811 7 U S7 161-011 11_811 C7 411 161-011 291-011 45'-0° 0 0 r F02 S3 J CD i SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.) • INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. GRADE 60 #5 CONT. FT.G TO TIE BEAM. FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE � LLI 00 LAPPED MIN. 6" AND SEALED. REFER TO FBC-R CURRENT EDITION L .W Z SR SECTION R506.2.3 FOR REQUIRED LOCATIONS C 2. PROVIDE 4" 250OPSI CONC. SLAB W/ 6x6xW1 AxW1.4 WELDED WIRE MESH PLACED AT MIDDLE OR UPPER 1/3 OF SLAB DEPTH OVER 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, OUL WHEN FIBER MESH, MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN G a CURRENT CODE EDITION). F 3. VERT, #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND@ EA. END. C LAP SPLICES SHALL BE NO LESS THAN 30". c C 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR C RECESSING DOOR SILLS. 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. £ 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) E CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE 1 THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR MIN (2) # 5 E.W. USE ALTERNATE APPROVED METHOD. L BARS & 3" MIN. COVER TO EDGE OF CONC. F 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY 5 P COMMUNITY & COUNTY CODES. 12"x24"x12" dp w/ #5's EQUALLY SPACED EA. & MI 24" SIDE & O.C. N 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL 1A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION C SIDE 6" O.C. INSTRUCTIONS. = C 9. NO WOOD STAKES PERMITTED IN FOUNDATION. < 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. C 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED L F L 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD � MIN (4) # 5 E.W. FOOTING STEP DOWN AND CORNER INFORMATION. BARS & 3" MIN. COVER TO EDGE OF CONC. G 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH F PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION WAY MIN. 2" HORIZ. CLEARANCE BETWEEN 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER C COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL F CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. 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 F 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. DETERMINED BY ASTM - D1557 (MODIFIED PROCTOR). C THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS G MIN (5) # 5 E.W. BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. [ 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE ` STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. FOOTING SIZES PENDING DEPTH OF STEMWALL FOUNDATION PLAN - 1/411=1' -011 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited 15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE � LLI 00 HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE --- STOP-- L .W Z SR CONTACT E.O.R. PRIOR TO CONSTRUCTION C Q O•cr:�-Q 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 OUL MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION G a PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE a r1®®®®�� m CONDITIONS AND/OR LOCATIONS, CONTRACTOR TO FIELD VERIFY ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT ; REQUIREMENTS ARE MET. C C FOOTING SCHEDULE 1211x12"x12" dp w/ #5's EQUALLY SPACED EA. C_ 1 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. F 5 P 12"x24"x12" dp w/ #5's EQUALLY SPACED EA. & MI 24" SIDE & O.C. N 1A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN (3) #5 PARALLEL. BARS & 3" MIN. COVER TO EDGE OF CONC. SIDE 6" O.C. L 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. 2� WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. C BARS & 3" MIN. COVER TO EDGE OF CONC. F 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. F 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. C BARS & 3" MIN. COVER TO EDGE OF CONC. < 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. C 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. C BARS & 3" MIN. COVER TO EDGE OF CONC. 4811x48"x12" dp w/ #5's EQUALLY SPACED EA. C O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. C 4811x48"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. i 54'1x54"x16" dp w/#5's EQUALLY SPACED EA. F 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 54"44"x24" dp w/#5's EQUALLY SPACED EA. F WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. i BARS & 3" MIN. COVER TO EDGE OF CONC. 6011x60"x1611 dp w/#5"s EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. C BARS & 3" MIN. COVER TO EDGE OF CONC. 6611x66"x16" dp w/#5's EQUALLY SPACED EA. L 5.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. C BARS & 3" MIN. COVER TO EDGE OF CONC. w FOUNDATION PLAN - 1/411=1' -011 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited 00 ) M > Q N 00 Fn ..11 i W ; 2 W O J W n 2 W(0 a Wco c Q W CY a Q , W V 0 Q 0 OD z Ii <4 5 CL i J a STRUCTURALENG: MCD J DRAFTING -STRUCT: DP QC CHECK: CC ? JOB No. PSQ-0204603 S SCALE: AS INDICATED DATE: 03/05/18 SlAJ a N N LLI 00 iz •°tc, 0 co Cj .W Z SR -;4°W Q O•cr:�-Q OUL /'r®aa a E a r1®®®®�� m 00 ) M > Q N 00 Fn ..11 i W ; 2 W O J W n 2 W(0 a Wco c Q W CY a Q , W V 0 Q 0 OD z Ii <4 5 CL i J a STRUCTURALENG: MCD J DRAFTING -STRUCT: DP QC CHECK: CC ? JOB No. PSQ-0204603 S SCALE: AS INDICATED DATE: 03/05/18 SlAJ a SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60#5 CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.) INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM. ¢ 1'-4" 21'-0" 11.411 S-811 41.411 4'-4" 3'-8" 1'-4" m INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. z z w Q INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. w ■ ■ ■ ■ ■ ■ ■ ■ GRADE 60 #5 CONT. FT.G TO TIE BEAM, a N, (1) # 5 @ TOP, BOTTOM 0 & @ 24" O.C. ❑ t= F- ao VERTICALLY BETWEEN Q COLUMN & MAIN _ 00 HOUSE CMU (0 N �� 11 ■ O �a```�`®� * N �� 7 -0 9 -8 5 -8 FILLED CELL •®' ��0 ter' =t o b z � • Z PLAN VIEW o p�C S o 0° • co cC : w 0 ¢ O Z °• '�'®� • (1) CONT. # 5 FROM O d'�®°••.••.•••°°® � ��® `t O TIE BEAM TO FOOTING F�®®`� ®® J 4... U- Ujz ®® ®''rrrrsa�b11®�� m LL r- 4 MASONRY WALL LL — REINFORCING PER � (1) # 5 @ TOP, BOTTOM PLAN (TYP). 0 & @ 24" O.C. FW - VERTICALLY BETWEEN ■ COLUMN & MAIN a ■ HOUSE CMU _ SECTION VIEW O rr ¢ AD1 MASONRY COLUMN TIE IN ■ 1/2"=1'-0" UjCL Z N O ■ O ■ Q CL Q [� bo C' t 1 LLJ U) W o ,��� CL ,�0� ■ U - -- 3._0.1 1. 0.. C LL, j V O W CV - -------------- apI I I I 000 > 0 U ° d ■ I I I I i� (� �1 z II � II U Uj ° I r LU z ° 1 II I I I - Q m N � I I I (� U Z 00 ■ ® Z <Z (D I ' M U)WLij w 0o ■ O •--� '� � J r------------� Q ,,x ..J c- 06 .. O U) ��„ C7 ■ F===== ----=====a I o ^J _' 1.�.. I-- Z M Zaomu-0r E o ; � _ E Jo�o�o L J� o � 0XV 0 --------------- z in R 0 < awn ¢ N '= O Oz°WRO M U z U¢ Q W J D V ■ R W ��0Lo In O W ,,.. 0 O e- _ ¢. vim/ � (V , z .rrr ■ W 00 co ■ � N Z F - ■o° o W» o Q w Z W (1) _ a _ W �W �. o M z ¢ WU) W ■ ■ ~ I 0 V Z O3,-0„ 3,-811 o 41_8" 6 (C�% C7 31_811 0 611 0 W '..� (V Z _ ■ 0?• W o "' ( 0- G.M _ N ■ ■ ■ ■ ■ CO OD Q ® U STRUCTURAL ENG: MCD — W DRAFTING: H -STRUCT: DP 2'-0" 5'-8" 2'-0" V-4" 1'-8" 8'-0" 1'-8" 16'4" QC CHECK: CC (0 JOB No PSQ-0204603 I-- SCALE: AS INDICATED DOWEL P PLAN DATE: 03,05,1$ 1/411=11-0" W cinS2A COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. (1) #5 FROM FTG. TO (1) #5 FROM FTG. 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I I I INFORMATION DENSITY .I I -- • ' :. ,, . ` I. � SCALE: AS INDICATED AS REQUIRED SIZE & REINF. w DATE: 03/05/18 F1 EXTERIOR DOOR POURED SILL AF1 THICKENED EDGE @ GARAGE DOOR F1 TYPICAL FOUNDATION PENETRATIONS PIPE PERPENDICULAR TO FND fiF1'kFOOTING @ ENTRY MASONRY COLUMN W '-0 4'-0 3/4"=1'-0„ W 3/4"=10 3/4"=1 3/=1 U) S3 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.. NOTE TO CONTRACTOR: 6 ALL REINFORCEMENT SPECIFIED IN PLAN VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D p 11 FOUNDATION DETAILS SHALL TIE IN TO STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS z ADJACENT MONO AND/OR STEM WALL V FOUNDATIONS AS SPECIFIED THIS DETAIL. _ C MIN. 24" BEFORE a ° e °° H �., IL W z IL � z ANOTHER STEP ,�°;. a ¢ - - - Or a, --- ---- --- .. --- DENSITY CONC. SLAB PER I O CONC. SLAB PER 8"x12" THICKENED a - °' ° U FOUNDATION PLAN z Q FOUNDATION PLAN SLAB W/ 1 #5 CONT. Q . I ° I ° w < OPTIONAL CURB BY O BUILDER W/ 3" COVER TYP. z_ go °° ° e° I #5 CONT. W c g W a ° ° ° I FOUNDATION PLAN O C8" co CONG. SLAB PER a b .: w -- ° e REINFORCEMENT SEE Z ,.,... .r .,. w �' . ° :,.... y ; . ' 11', ° . ° '.., . ti FOUNDATION PLAN ° GRADE > ° ° ,w� d,.r.,..' ram �... w II ° + - - _ - - •'" ' ° ° o .r.I: FOR QUANTITY 5 V o _ -III=11 I III : • .. ; . 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LAP REBAR PER U �" cn Z N 1 r SHALL BE 1'-8" WIDE W/(3) #5 BARS THAN 26" THESE BARS DENSITY DETAIL MD08 ON � Z � z j � � ARE NOT REQ'D LINTEL PLAN LU Q J o 0 Q } M o AF0 FOOTING AT INTERIOR BEARING fiFO FOOTING @ SHOWER AT MASONRY FO THICKENED EDGE FO TYPICAL STEP FOOTING DETAIL F1 TYPICAL CORNER BAR DETAIL (TOP VIEW) w W w Fr°o a a' r 3/4"=1'-0" 3/4„=1'-0” 3/4"=1'-0" 3/4"=1'-0" � -1 � Z ¢ O � � w o 3/411=11-011w I�- On=zwzE v ZPWRO 8 C.M.U. FINISH PER 8 CMU - W W U. O U-)ELEV. CONC. SLAB PER FINISH PER ELEV. _ 0 o Cl) FINISH FLOOR FOUNDATION PLAN ¢ FINISH FLOOR z PENETRATING PIPE Uj 00 — °. MAX. 4„ PENETRATING W #5 LOOP TIE (TYP.) a 9 PIPE. MAX 4" a Q N e' a a GRADE WOOD POST PER PLAN W FILLED CELL PER PLAN M ;;,; + '.. REFER TO — _ FOR SIZE AND BASE (9 Z ~ W ® moo, . ': FOUNDATION PLAN _ CONNECTION z NOTE: AT FRENCH FOR CONT. - TOP COURSE TO BE ¢ :.��. ° - � PVC SLEEVE MAX � ~ .. � DOOR LOCATIONS. M - - - _ _ - 4 FOUNDATION _ — _ CHAIR BLOCKS. 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M SL GRADE 1/8" PER ) I (—_ —III I ITII FILL @ 95% STANDARD I I ( I — °� ` — I I—III SEE FOUNDATION FOR - A.. �' . e . e ' v - _ ° °' I — REFER TO PAD SIZE I I I== QC CHECK: CC I 111-1 I I=I 11--' —= FOOT AWAY FROM I I =1 I I III— DENSITY �— — — — FOUNDATION PLAN 8" x 8" THICKENED ALLEL TO FND -) I 1-) I III=I I (=I I I -FOR CONT. CLEAN COMPACTED I I 9. ° P � - —I © U) JOB No. J PSQ-0204603 BUILDING ,� PIPE PAR — -�'� .....�— — — ° — 4 8 SEE FDN. FILL @ 95 /o STANDARD EDGE W/ (1) #5 CONT. -" ( I �- FOUNDATION I "„ '..a' A 1/2" FIBER EXPANSION -- PLAN FOR _. W/ 3 COVER, TYP. I I I INFORMATION DENSITY .I I -- • ' :. ,, . ` I. � SCALE: AS INDICATED AS REQUIRED SIZE & REINF. w DATE: 03/05/18 F1 EXTERIOR DOOR POURED SILL AF1 THICKENED EDGE @ GARAGE DOOR F1 TYPICAL FOUNDATION PENETRATIONS PIPE PERPENDICULAR TO FND fiF1'kFOOTING @ ENTRY MASONRY COLUMN W '-0 4'-0 3/4"=1'-0„ W 3/4"=10 3/4"=1 3/=1 U) S3 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.. THE GROUT IS LEVEL AT CORNERS PRECAST "U METAL LATH OR WIRE SCREEN WITH TOP OF BLOCK FOR PROPER TRUSS/ FLOOR PROVIDE LINTEL W/ 3000 OVER COURSES NOT REQ'D SYSTEM BEARING (MIN 3") STANDARD #5 psi CONC. PER TO BE FILLED. (SHEET METAL TEL PLAN IF & PAPER FELT PROHIBITED z w CL F_ 0 U.1 z O Q HOOK BAR. LAP LIN GRADE 40 ) d BEND0 OTHER BARS INTO REBAR IS BEND 1 4' NO -SHEAR WALL T OPENING ' A' CORNER AS REQ'D q INDICATED IN A 11 B C ' d #3 17/8 4 �. 7 15 LINTEL,#5 TO BE 41/4 4 24 HOOK PER 21/2 ...�• 91/2 n '. HOOKED INTO 121/2 32 #5 MD08 7 1113/4 25 d 7 SIDE VERTICALS " #6 33/4 81/16 14 30 q 81/16 181/2 48 #7 43/8 9 13/16 16 1/2 35 51/4 9 13/16 213/4 56 'rte . , ��� ' �� i� 4111d d� • '4 1 w 4 ' 4.. 4 d d V! C d• 4 O rrrr. °.q ,°. . 4 V q, w � Z d d .. 4 .4 I •d i. O 44 ,mow 9 ( `�-_ a ZBOTTOM ° ° q ' ° O 4. STEEL IN LINTEL IF w -SHOULD w ° q INDICATE HOOK INTO . VERTICAL CELLS PER MD08 q °° 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 ° a 1 Via...,_; . ,.'o. . ROUGH OPENING PER PLAN — _ 4 a ' STD. 90 DEGREE ANGLE 3000 psi 4 ; , la CONC. W/ (1) #5 DIA. REBAR I!1 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE Al MD08 FOR LAP INFO. BEAM W/ (1) #5 BAR W/ 3000 psi CONC, SEE ° a 4 .A .4. °• GRADE 40 GRADE 60 d BEND0 . LAP SPLICE BEND 1 4' NO -SHEAR WALL T OPENING ' A' TYPI q SEGMENT A 11 B C ' d #3 17/8 4 �. 7 15 a 41/4 4 24 #4 21/2 ...�• 91/2 n '. 55/8 121/2 32 #5 31/8 I!1 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE Al MD08 FOR LAP INFO. BEAM W/ (1) #5 BAR W/ 3000 psi CONC, SEE ° a 4 .A .4. TYPICAL MASONRY CONSTRUCTION SEE PLAN FOR TOP OF WALL AND LINTEL INFO NDO LINTEL W/ TRANSOM DETAIL 3/4"=1'-0" SEE DOWEL LAYOUT PLAN FOR FILLED CELL INFORMATION. MIN. (1) 1= IS REQUIRED ON EITHER SIDE OF OPENING U.N.O. — (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 3/4"=1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) d GRADE 40 GRADE 60 d BEND0 LENGTH LAP SPLICE BEND LENGTH 4' NO -SHEAR WALL T OPENING ' A' TYPI AL SHEAR WALL SEGMENT A 11 B C ' q'� #3 17/8 41/4 7 15 21/4 TYPICAL MASONRY CONSTRUCTION SEE PLAN FOR TOP OF WALL AND LINTEL INFO NDO LINTEL W/ TRANSOM DETAIL 3/4"=1'-0" SEE DOWEL LAYOUT PLAN FOR FILLED CELL INFORMATION. MIN. (1) 1= IS REQUIRED ON EITHER SIDE OF OPENING U.N.O. — (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 3/4"=1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) d GRADE 40 GRADE 60 :q1 BEND0 LENGTH LAP SPLICE BEND LENGTH LAP SPLICE ' A' 11 B C ' 1 D A 11 B C ' q'� #3 17/8 41/4 7 15 21/4 41/4 91/4 24 #4 21/2 ...�• 91/2 20 '. 55/8 121/2 32 #5 31/8 7 1113/4 25 d 7 151/2 40 #6 33/4 81/16 14 30 q 81/16 TYPICAL MASONRY CONSTRUCTION SEE PLAN FOR TOP OF WALL AND LINTEL INFO NDO LINTEL W/ TRANSOM DETAIL 3/4"=1'-0" SEE DOWEL LAYOUT PLAN FOR FILLED CELL INFORMATION. MIN. (1) 1= IS REQUIRED ON EITHER SIDE OF OPENING U.N.O. — (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 3/4"=1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND0 LENGTH LAP SPLICE BEND LENGTH LAP SPLICE ' A' 11 B C ' 1 D A 11 B C ' 1 D #3 17/8 41/4 7 15 21/4 41/4 91/4 24 #4 21/2 5 518 91/2 20 3 55/8 121/2 32 #5 31/8 7 1113/4 25 33/4 7 151/2 40 #6 33/4 81/16 14 30 41/2 81/16 181/2 48 #7 43/8 9 13/16 16 1/2 35 51/4 9 13/16 213/4 56 LAP SPLICE EMBEDDED STANDARD 90° HOOK REBAR SPLICE DETAIL 3/4"=1'-0" #3=2Y2 #4=2Y2' #5=2Y2' #6=3 #7=3Y2" STANDARD 180° HOOK PROVIDE CLEAN OUT OPENING @ GROUTFILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING ENr MIN.O PRECAST LINTEL LOAD TABLE.. GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING CASTE -CRETE, QUALITY, LOTTS, & POWERS STEEL APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL STANDARD LINTELS STANDARD LINTEL NOTES CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -OB 8F16-1 B / 8F16 -OB 8F24-1B/8F24-OB 8F32-1B/8F32-OB 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM, 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY J 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 OPENINGS. U.N.O. ¢ 3'-2"' 1217 2165/1969 6113/2931 8672/4576 10000/6224 3. ALL STANDARD LINTELS TO HAVE MIN. 4" NOMINAL BEARING EA. END. ALL RECESSED LINTELS TO z 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 HAVE MIN. 8" BEARING EA. END 4'-0" 860 1651/1349 5365/1999 7342/3123 10000/4249 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT °r 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 6'-2" 4$8 991/991 2661/2143 5681/2698 6472/3685 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. �2" FOR THE LOAD 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS z 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 O ADEQUATE FOR THE LOADS. 9'-2" 315 618/535 1533/1247 2781/1946 4754/2489 101-011 292 567/454 1366/1277 2423/1770 4006/2263 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS W 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY = 11'-2 255 471/352 1075/1075 1838/1567 2883/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. ro w+r►1111 N 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL 0 �>�� LLi N 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS U ��p_ 00 13'-4" 0 328/0 1234/0 1779/0 2662/0 z ,��i.®•• Uj Z 14'-0" 0 292 / 0 1160 / 0 1660 / 0 2439 / 0 MATERIALS O Q o) 0 Z Q `N ` © •z W �• 16'-0" 0 284/0 950/0 1379/0 1997/0 N Z U 18;-0 0 211/0 750/0 1177/0 1676/0 1. fc PRECAST LINTELS = 3500 PSL Q i 4 �� * k17, oo 0 `p 18 -81,0 142/0 598/0 1114/0 1468/0 2. fc PRESTRESSED LINTELS = 6000 psi. o „ 24-. ••a •: yea � ¢ 0 20'-0" 0 180/0 598/0 1024/0 1441/0 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. O ✓'ops 1_•••.•°®��4��`Q 201-8#1 0 45/0 550/0 981/0 13767 / 0 STRENGTH 4 MAPSI. mSO UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE w ��i'®�''���t 11�QQ`oe��� U. 22'-8" 0 110/0 450/0 824/0 114 RECESSED LINTELS -FILLED I-_ CLEAR OPENING 8R6-1 B/8R6-OB 8R14-1 B/8R14-OB 8R22 -113/8R22 -OB 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. 0 LFOR " 1694/1694 3725/3280 5499/5421 co " 1425/1425 3343/3280 4933/4933 LINTEL DESIGNATION SCHEDULE " 1230/1230 2769/2769 4085/4085 O 1- - " 1081/920 2769/1716 4085/2839 LINTEL F = FILLED WITH GROUT O " 846/833 2121/1716 3127/2839 MARK U UNFILLED a " 664/572 1761/1761 2595/2595 REQUIREMENTS R =RECESSED &FILLED WITH GROUT � " 526/434 1539/1539 1329/2267 O 8R6-OB/1T QUANTITY OF #5 REBAR @ ��- " 480/322 1334/1334 1964/1552 0 " 415/235 1152/1152 1694/1552 a BOTTOM OF LINTEL CAVITY _j Q 8F8-OB/1T 8F16-1 B/1T Q DER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER Q �-- QUANTITY OF #5 REBAR AT TOP 8R14-1B/1T DER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. NOMINAL HEIGHTS STEEL LINTELS MUST ALWAYS BE FILLED. 8F16-1B/1T w TYPE DESIGNATION NOMINAL WIDTH ii z 0 8R14-OB/1T n O WALL LEGEND0 ° F 8F16-OB/1T 1-1/2" CLEAR o � 8F20-1B/1T _j 0¢ w q 0 = 9'-4" T.O.M. = INTERIOR/EXTERIOR M i #5 REBAR AT TOP MIN. (1) REQzz 'D w U) BEARING WALL (OR LINTEL 0 8F20-OB/1T U a IF REFERENCED ON SHEET ¢ W.F� CMULjS4). VERIFY HEIGHT W/ 0 8R22-1B/1T GROUT„ ARCHITECTURAL PLANS L6 21-0 3 -0 3 -0 z #5 REBAR AT BOTTOM OF LINTELU.N.O. 8F24-1B/1T CAVITYOBOTTOM REINFORCING PROVIDED z 5-8" 5'-8"8'-0" 1�16'-0-0" 8822-0B/1T 7-5/8” C A IN LINTEL (VARIES) 05 O8" NOMINAL WIDTH > U o 8F24-0B/1T O O 8R30-1B/1T FILLED CL A Uj g ° O 8F32-1B/1T 1-1/2" CLEAR z n O 8R30-OB/1T _, (_9U z Os#5 REBAR AT TOP MIN. (1) REQ'D o Z o° — m• 8F32 -OB/1T v ¢ ¢ C. z 0 8F38 -1 B/1 T ° LL rM. 4n0 O (0w Liz O z WUtiw 8F12 -1 B/O7 - p�'�ti E O 8F40 -1 B/1T BOTTOM REINFORCING PROVIDED <C 06-� Cj w h a, 7-5/8" ACTUAL IN LINTEL (VARIES) 0 0 H Z 0 m c •- O 8F28 -16/1T 8 NOMINAL WIDTH w Z ,� O -j -j 00 o N � O ' Q >. 8 0 x 8F40 -OB/1T UNFILLED a' = U) 0 Wt M U)Qo°2u; o Zo=zwz E RO Nw Z h- WLO co O�QQ�Ja=. z 1 1/2" CLEAR o (_ Q w O azM °w WZ H�O� LIJ o #5 REBAR AT TOP MIN. (1) REQ'D 0 W Z w _a o LU 0 z W 4 TOP KNOCK OUT/ LINTEL BLOCK ¢ (1) ° ..... H — I 0 COURSE zco 0 LU A ........ - 0 0 1- 8 #5 REBAR AT BOTTOM MIN. (1) w M rte' 0 REQ'D 4 Q CV 16 GA. POWERS STEEL BOXED ,Z 0. Z 7-5/8" ACTUAL LINTEL z Q n 8 NOMINAL WIDTH o UDI POWERS STEEL ° W O J W n SAFE LOAD TABLE NOTES w = w c LU 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED o w LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL z RECESSED LINTELS BASED ON 4" NOMINAL BEARING. � Q W 2. 0 = NOT RATED. CY 0. Q 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. U _ 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR O z 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING o 0 ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL z Oa. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8° LINTELS ONLY. 05 w 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 STRUCTURAL ENG MCD SUPPORT. W DRAFTING: 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT H STRUCT: DP 9, ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. QC CHECK: CC 0) JOB No. PSQ 0204603 <L SCALE: AS INDICATED LINTEL PLAN o DATE: 03/05/18 w 1/61=11-011 ofWA2 t- ---•--COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. p p Y i WALL LEGEND = 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALL (OR LINTEL IF REFERENCED ON SHEET S4). VERIFY HEIGHT W/ J ARCHITECTURAL PLANS Q U.N.O. z W C_ C_ C_ C C_ C C_ C_ r C o -J -4 y J -J v N -J V ^J -4 V V V V W W Cil Cil n ■ ■ W viiLno N CJ3 AFO 1 CJ3 O ✓� © 0 CJ5 CJ5 W T 2 H cn B2 1 0 `e``eee�luuu�r���< w N co ��`� 'K ®• a 0 C=) Q03 1 z �.` ,��� °•• U z til B1 SD4 2 o Q �•cc, N 5 p :z V ? 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Q (1) 2 O G F5 ATTACH EA. END TO TRUSSESz S1 W/(3)12d TOE -NAILS. ATTACH F2 S1 W 00 D BLOCKING TO WALL BELOW D U) M F5 W/SIMP. DTC CLIP F2 ■ Q N Z H ® D03 F2 z 0 F5 DO4 S1 SD1 F2 0 Q W o n D D WF5A z 11 D02 D02 (2) 2x4 #2 SYP BLOCKING W/ F1 w = W (� F10 D 4DP=*=S7 IMPSON A34 EACH END F1 F1 � W WD04 S1 S1 p D D D LVL -1 2 z ,Q Ll.l �- c~n �LL� �_ [L Q 1 F10A 2 D1 'S w�v© GEO CJ3 c�P D1 ,.i�s9 1T1_ C. o 0 dam' Z D W Q 0 ZZ Z Z Z z C D D D D D T> D D D N Z" _a Z" _.► . f/1 STRUCTURAL ENG: MCD L W DRAFTING: s a I=— STRUCT: DP U QC CHECK: cc CoJOB No. PSQ-0204603 Q SCALE: AS INDICATED H z FIRST FLOOR FRAMING PLAN ©ATE. 03/05/18 NOTE. SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND W z S5A 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. HEADER SCHEDULE BEARING WOOD WALL SCHEDULE COLUMN SCHEDULE CONNECTOR SCHEDULE BEAM SCHEDULE UPLIFT STUD LUMBER CONNECTION & FASTENERS O (2)2x4 SPF #2 BUILT UP STUD COLUMN TAG SIMPSON CONNECTOR TYPE SPF(Ib) SYP(Ib) VALUES VALUES TAG BEAM SIZE CONNECTIONS TAG HEADER FASTENERS TAG CAP. BLOCKING SPACING SPECIES TOP BOTTOM (plf) g (3)2X4 SPF #2 BUILT UP STUD COLUMN HETA16 w/(9) 10dx12' NAILS OR TO POST: SIMP. HTS20 OR MSTA18 H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) BW1 P (2)12d (2)12d NO MID -SPAN HETA20 w/(9) 10d x 12" NAILS FRAME TO CMU 1810 1810 TO BEAM: SIMP. HUC48 w/(14)16d & (6)-10d NAILS 16d NAILS 16 SPF TOENAILS TOENAILS UPLIFT 1" FLITCH PLATE ATTACH KING STUD TO HEADER w/($) SP4 W/(6) SP4 W/(6) C (4)2X4 SPF #2 BUILT UP STUD COLUMN (2)HETA16 OR (2)HETA20 (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC4$ < B2x8 WITH 1/2" FLITCH ��� 3"� `-� z 570 plf MID -SPAN 2 ( z (1)ply 2035 (1)ply 2035 w/(6)10d NAILS & (14)" x2a �- 2 2x8 #2 SYP w/ F C 1)ply TRUSS 10 10d x 11" NAILS z H2x8 O ( ) FRAME TO CMU PLATE 16d NAILS BW2 16" SPF 10d x 12' NAILS 10d x 12" NAILS �„ (2)ply 2500 (2)ply 2500 TAPCONS w (2)ply TRUSS (12) 16d x 1 -1 NAILS [� ATTACH KING STUD TO HEADER w/(10)<8> D (2)2X6 SPF #2 BUILT UP STUD COLUMN ON MASONRY: (1) SIMP. MSTAM24 H2x10 2)2x10 #2 SYP w/2' FLITCH PLATE SP4 W/(6) SP4 W/(6) H10A w/(18)10d x 12' NAILS OR H10A 1015 H10A 1340 � 16d NAILSBW3 16" SPF 1„ �„ 570 plf 3rd. PT. 3] �„ FRAME TO FRAME 10d x 12 NAILS 10d x 1g NAILS (2)p►y TRUSS H10A-2 w/(18) 10d x 12 NAILS H10A-2 1070 H10A-2 1245 TO POST: SIMP. HT520 OR LSTA18 H2x12 2)2x12 #2 SYP w/' FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) O (3)2X6 SPF #2 BUILT UP STUD COLUMN r 16d NA►LS (3) 12d (3) 12d NO HTS20 w/(24)10d x 1 �" NAILS TO BEAM: SIMP. HUC410 w/(18)16d & 4 2 FRAME TO FRAME 1245 1450 (2)2x10 #2 SYP (10) 10d NAILS .Q�. BW4 12" SPF TOENAILS TOENAILS UPLIFT MID -SPAN El (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d z H3.5x5.5 (2)1.75"x5:5" LVL ATTACH KING STUD TO HEADER w/(6) O (2)2X8 SPF #2 BUILT UP STUD COLUMN PLATE NAILS & (18)4"x24" TAPCONS 0 16d NAILS SP4 W/(6) SP4 W/(6) a (2)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 2490 2900 ON MASONRY: (1) SIMP. MSTAM24 W 760 plf MID -SPAN (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) _ BW5 12" SPF 10d x 12" NAILS 10d x 1Z' NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) < G� (3)2X8 SPF #2 BUILT UP STUD COLUMN 16d NAILS SP4 W/(6) SP4 W/ 6) 6] H2.5A w/(10)8d FRAME TO FRAME 535 600 TO POST: SIMP. HTS20 OR LSTA18 `�e�i11111e1w� N BW6 12 SPF �„ �, 760 pif 3rd. PT. TO BEAM: SIMP. HUC410 w/(18)16d & o `�e�� * ��' Uj N (2)2x12 #2 SYP (10) 10d NAILS U 5 .•• ••. ATTACH KING STUD TO HEADER wL(10) 10d x 12 NAILS 10d x 12 NAILS H (3)2X4 SYP #2 BUILT UP STUD COLUMN O 00 H3.5x9.25 (2)1.75"x9.25" LVL 16d NAILS MTS12 w/(14)10d x 12' NAILS �,% 1i . (3) 12d NO FRAME TO FRAME 860 1000 B2x12 WITH 1/2 FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d ,_ • o (3) 12d (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) PLATE NAILS &(1$)4'x24" TAPCONS �t t� ia' Z ATTACH KING STUD TO HEADER w/(12) BW7 16" SYP TOENAILS TOENAILS UPLIFT MID -SPAN J (2)2X6 SYP #2 BUILT UP STUD COLUMN 23 4 ;z N N H5.5x11.25 (3)1.75"x11.25" LVL O �„ ON MASONRY: (2) SIMP. MSTAM24 :w co * ti Z U 16d NAILS `$�` MGT w/(22)10d $ EPDXY ANCHOR w/SIMP. SET -XP EPDXY FRAME TO CMU 3330 3965 m `t : ca 6 �; p Q -� SP4 W/(6) SP4 W/(6) MIN. 12" EMBEDMENT (3) 2x12 #2 SYP w/ 2' FLITCH ATTACH KING STUD TO HEADER w/(10) BW8 16" SYP �„ �„ 664 plf MID -SPAN K (2)2X8 SYP #2 BUILT UP STUD COLUMN ¢_ H3x12 10d x 1 NAILS 10d x 1-1 NAILS O y, TO POST: SIMP. HTS20 OR LSTA18 ®ted,'•. .•`�C `:t. 16d NAILS 2 HTT4 w/(18)16d x 22 NAILS & $" EPDXY ANCHOR w/SIMP. i °°•• Q r�� Z W PLATE BETWEEN PLIES SP4 W/(6) SP4 W/(6) � SET EPDXY MIN. 7" EMBEDMENT FRAME TO CMU 3640 4235 TO BEA 0) 10d1 NAILS C410 w/(18)16d & ls,+''B' P�®®a`a® BW9 16" SYP ��� �,�/t�tt�rt���° LL HEADER SUPPORT SCHEDULE [� 664 plf 3rd. PT. L 4x4 SYP #2 POST B3.2x11. m 10d x 12 NAILS 10d x 12 NAILS (2)1..75 x11.25 LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d � HGT-2 w/(16)10d NAILS w/ (2) 4 EPDXY ANCHOR w/SIMP. 25 NAILS & (18)4 x24 TAPCONS 10 FRAME TO CMU 10980 8910 1�� SEE PLAN FOR WALL WIDTH SET EPDXY MIN. 12" EMBEDMENT 4'� U_ OPENING SIZE JACKS @ EA. END KINGS @ EA. END (2) 12d (2) 12d NO O 6x6 SYP #2 POST ON MASONRY: (2) SIMP. MSTAM24 O BW10 12" SYP TOENAILS TOENAILS UPLIFT MID -SPAN co 1'-0" TO 3'-11" 1 1 11 HTSM16 w/(8)10d NAILS & (4) 4'x 24" TAPCONS FRAME TO CMU 1010 1175 O W SP4 W/(6) SP4 W/(6) 8x8 SYP #2 POST TO POST: SIMP. HTS20 OR LSTA18 05 BW11 12" SYP 1„ 1„ 885 plf MID -SPAN TO BEAM: SIMP. HUC410 w/(18)16d & > < 4'-0" TO 7'-11" 2 2 10d x 12 NAILS 10d x 12 NAILS 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 (10) 10d NAILS CL 8'-0" TO 9'-11" 2 3 SP4 W/(6) SP4 W/(6) O 3-1/2"x3-1/2" LVL COLUMN. B3.5 5 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d W BW12 12" SYP �„ �„ 885 plf 3rd PT 875 NAILS & (18)4'x24" TAPCONS w 10d x 1� NAILS 10d x 12 NAILS 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 ON MASONRY: (2) SIMP. MSTAM24 O 10'-0" TO 12'-0" 3 4 SP4 W/(6) SP4 W/(6) Q 3-1/2"x5-1/4" LVL COLUMN. � HEADER BW13 16" SPF �„ �„ 280 plf MID -SPAN 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928p1f Q SSTANDARD AIDARD (,.�EADER NOTES 10d x 12 NAILS 10d x 12 NAILS. TO POST: SIMP. HTS20 0R LSTA18 11''V V @ 32"o.c. @ 32"o.c.3-1/2"x7" LVL COLUMN. TO BEAM: SIMP. HUC410 w/(18)16d & OR (10) 10d NAILS 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN SP4 W/(6) SP4 W/(6) 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 83.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d IS MINIMUM REQ'D. PER LOCATION, LARGER HEADER MAY BE INSTALLED WOUT BW14 12" SPF 1„ 1„ 380 plf MID -SPAN W APPROVAL FROM E.O.R. 10d x 12 NAILS 10d x 12 NAILS O 3-1/2"x9-1/2" LVL COLUMN. 1.. 3.. -' NAILS & (18)4 x24 TAPCONS � Z @ 24"o.c. @ 24"o.c. ON MASONRY: (2) SIMP. MSTAM24 2 O 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD3. T 5-1/4"x5-1/4" LVL COLUMN. 0 CL 3. NAIL #2 SYP HEADER PLIES TOGETHER USING: (2) ROWS OF 10d NAILS @12" O.C. ONE STANDARD BEARING WALL W/STRAP`� NOTE`? O SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X6 AND 2X8 HEADERS. (3) ROWS OF 10d 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 Q LL NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X10 AND 2X12 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. TO POST: (2) SIMP. HTS20 OR LSTA18 � O 5-1/4"x7" LVL COLUMN. ON MASONRY: (2) SIMP. MSTAM24 W U) HEADERS. NAILING ABOVE IS FOR TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. ALWAYS NAIL STUDS TO LTT20B w/(10) 10d NAILS & 5" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG.OR 1290 1300 5.25x16 (3) 1.75"x16" LVL rw.• W MEMBERS BUCKET INTO HEADER TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS. 18 EPDXY MIN. 7" EMBEDMENT CMU * U.N.O.FASTEN LVL PLIES TOGETHER USING (3) Q Q 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. @ 2x6 STUDS. USE O7"x7" LVL COLUMN. ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. PER HEADER SCHEDULE. SP6 AND @ 2x8 WALLS USE SP8 INSTEAD OF INDICATED SP4. HTT4 w/(18) 16d x 22" NAILS w/8" EPDXY ANCHOR WSIMP, EACH SIDE v 5. IF MORE THEN (1)KING IS REQ'D. A5 PER HEADER SUPPORT TABLE, GC TO INSTALL 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 19 SET EPDXY MIN. 7" EMBEDMENT - AT LVL /PSL COLUMNS COLUMN TO FTG. 3640 4235 0 W W /� REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. < Y� 3 1/2" USE 18 #10x1-1/2" SD SCREWS INSTEAD OF NAILS O X 11 7/8" LVL COLUMN z WF08/SD3. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. MID OR 3 PT. BLOCKING TO BE 2x W/(2) 12d TOENAILS EACH END. �f � 20 (3) HTS20 w/(24)10d x 1 �' NAILS FRAME TO FRAME. 3735 4350 TO POST: (2) SIMP. HTS20 OR LSTA18 p 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7. BASE PLATE TO BE ATTACHED TO FOOTING USING 2 J -BOLTS OR EPDXY O (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) ON MASONRY: (2) SIMP. MSTAM24 �/ 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. ANCHOR W/ WASHER@ 6" FROM EA. END OF BASE PLATE &WALL OPENINGS & LZ 5 1/4" X 9 1/2" LVL COLUMN B3.5x20 (2) 1.76'40" LVL p fy U ° AND CONNECTIONS AT „ O * U,N.O.FASTEN LVL PLIES TOGETHER USING (4)' X o "°� 8. SEE DTL. WF09/SD2 FOR 1ST FLOOR HEADER CONSTRUCTION A AT 32 o.c. W/ 7 MIN. EMBEDMENT. USE SIMPSON SET -XP EPDXY 1N/ EPDXY 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4 x2-1/4 TITENS FRAME TO CMU 2420 2800 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. ANCHORS. " D COLUMN NOTES Eos SOF �/4"X31/2" SDS SCREWS@ 24" o.c. � A 8 'N � 8. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D. IF BRG. STAN DAR C I- ROO F NOTES. WALL IS INDICATED W/BW1, BW4, BW7 OR BW10. THESE WALLS ARE ONLY 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BM 9100 4095 SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE TO 1, NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD3. U° 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. BE TONAILED/ENDNAILED TO THE PLATES & THE 2x P.T. BASE PLATE CAN BE „ STANDARD BEAM NOTES OTES W 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ATTACHED W/HARD CASED GUN NAILS AND WILL NOT REQ. THE ANCHOR BOLT GT T (22) 10d NAILS TO GIRDER & (1) 5/8 A.T.R. THRU z ° 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD � 23 BL. TOP PLT, TO INVERTED HDUS ATTACHED TO POST. FRAME TO FRAME 3300 3965 Z ❑ ELEVATIONS FOR BEARING HEIGHTS. ATTACHMENT INDICATED IN THE BEARING WALL NOTES. BE P.T. OR WOLMANIZED. NVERTED HUD5 TO POST w/ (14) 1/4" x 2 1/2" SDS SCREWS 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12" Q z m 3. TRUSS SPACING SHALL BE 24" D.C. MAX. UNLESS OTHERWISE NOTED. 9. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MDp3/SD1 U.N.O. O.C. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM to CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. ON PLAN. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP 0 W Uj n 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS 10. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD2 U.N.O. SOLID POSTS. AT EXTERIOR CONDITIONS STANDARD CONNECTOR NOTES 2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF z O W U W 12d NAILS @ 6 O.C. (TYP. ONE SIDE) MIN 2 FROM TOP AND BOTTOM OF BEAM O U p _j 0) E AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ ON PLAN. 4x4: ABU44 w/(12)16d NAILS & s" EPDXY ANCHOR WMIN. -� cb r- o 11. COLUMNS WITHIN BEARING WALLS w/UPLIFT THAT DO NOT SHOW A BASE Q W 0 -' m v SINGLE TOP AND P.T. BASE PLATE LEAVE 1-1/2 GAP FROM TOP PLATE TO TRUSS 7" EMBEDMENT O r- � BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR 2 CONNECTION:. CONTRACTOR TO INSTALL SP4/ SP6/ SP8 AT EACH STUD 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. HETA16/20, U.N.O. ON PLAN. 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END)0 06 w Z - M O 6x6: ABU66 w/(12)16d NAILS & 5" EPDXY ANCHOR WMIN. 1.9 12d TOENAILS. TOP/BOTTOM AND HAVE A J -BOLT OR EPDXY ANCHOR WITHIN 6 FROM THE 7" EMBEDMENT $ w Z Q O >-� co N 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE COLUMN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. HETA16/20 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. _ I-- U H m 12. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT E.O.R. FOR 8x8: ABU88 w/(18)16d NAILS & (2) $" EPDXY ANCHORS w/ SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ -� O >- o 8 CONTINUOUS FROM FLOOR TO CEILING. MIN. 7" EMBEDMENT 24"o.c. OR 32"o.c: 5. BEAMS ARE NOT TORE DRILLED OR NOTCHED IN ANY WAY WITHOUT m FURTHER REVIEW. ) I=- W (_ co iY O Q � c 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING 13. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE WRITTEN 3: J .,,�, Z Q O 3: z � 0 ADDITIONAL LOADS: ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. LTA2, @ 32"o.c. APPROVAL FROM THE E.O.R. U 0 z m w w O E A) ALL CEILING HUNG SOFFITS AND SOFFITS SIDE AND CRIPPLE STUDS AT 24"o.c, AT 2 -STORY OPEN AREAS INSTALL AND BASE PLATE U.N.O. ON PLANS. MAX. AND (2) AT EACH CORNER. z �"' Q U Q Q w < a WITH CABINETS AS SHOWN ON PLANS. NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS o F- �••Q U_ O B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE. LEAVE A 1 1/2" GAP FROM 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 2 ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 O W Z Z O M LLJ 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS TRUSS TO TOP PLATE AND ATTACH USING SIMPSON DTC CLIP (SEE DETAILS FOR 2 -PLY U.N.O. ON PLAN OF ALL HARDWARE BEFORE INSTALLATION. WF20 & WF21/SD2). ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR STANDARD NAIL SCHEDULE 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT (2)12d NAILS TO EACH FLOOR TRUSS. 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. z ... EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS IF UPLIFT EXCEEDS 5351bs USE (2) H2.5A CONNECTORS. LU 00 DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO.U) CW) ROOF &EXT. WALL NAILING SHEATHING NOTESSTANDARD NAIL GENERAL DIAMETER/ LENGTH 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. O 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. � N THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY2 TRUSSES ROOFS: 5: ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. "� 1" 10: USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ROOF SHEATHING TO BE 7/16" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) 8d 131 x 22 0 6. MISSED LINTEL STRAPS: FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" APS: CONTRACTOR TO INSTALL SIMP. HTSM16 @EACH MISSED HETA16/20 ABOVE THE GARAGE. STRAP LOCATION. IF DOUBLE HETA16/20 A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. O Q W IF UPLIFT IS HIGHER THEN 21001bs, CONTACT 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 10d .148" x 3" @ CT E.O.R. PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR FOR FURTHER REVIEW. Z 2 W W TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE 12d 14$" x = W W „ CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP 34' = W W DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW SPACED NO MORE THAN 24 O.C. FLOOR FRAMING NOTES �- W (1) AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE GABLE ENDS: 16d 162" x 3Z' ¢ Q co PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS ALL SHEATHING TO BE MIN. 15/32 O.S.B. AND SHALL BE NAILED (1) ROW @ 3 O.C. GENERAL NOTES SWOP 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 U) =) a 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. m NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF 8d RING SHANK 113" x 2$" 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. ~ IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. 0' W , 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE G W C� Q CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS .EXTERIOR WALLS: O -I was Z LAYOUT 1S REVISED W/OUT WRITTEN APPROVAL FROM MCD. SEE WF10/SD4 FOR MORE INFO. NAILING NOTES CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. © O L. 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 LU 0� Q NAILS: TO AVOID CONFLICT. ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND 5. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. (DD' a" 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 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 o AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. HAND OR GUN DRIVEN NAILS, GUN DRIVEN NAILS SHALL HAVE HEAD SIZE REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE. STRUCTURAL ENG MCD CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY DIAMETER AND LENGTH INDICATED. m FLOOR SHEATHING NOTES DRAFTING: 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 U-STRUCT: DP � �� --- -- - -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). QC CHECK CC IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS APA SHEATHING NOTE: EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. FLUOR NAILING NOTES LAYOUT 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED NOTES & Q JOB No. PSQ 0204603 NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SCALE: AS INDICATED PANEL EDGES AT HIP LOCATIONS. BLOCKINGTO BE 2X4 ATTACHED AT EACH END t= ----STOP-^-- WITH (3) 10d TOENAILS. SWANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE w DATE: 03/05/18 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 L a w U)z F- S6 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. i -------- WITHIN TRUSSES iii i G1 �' � ��/- ------ J G1 u G1 H2x6 H2x6 i H2x6 2 w -4 v - i -4 ;-4 -4 A 4 G1. _ 00 LLI Cil SO G2 i SD5 CJ3 G2 W/ STRAPS N _ i 11 i G2 III s X III — iC14 - i i SO _ III G 4 [. ------ --JILL------------ SD5 A6 W/ S0 i i i r i i i STRAPS SD5 i i i i i i i 1 7 A5 7\-G7 Al c III M cL O U z O WALL LEGEND OF=-LuYO Z SO o 2x6 #2 SYP RAFTERS 2x8 #2 SYP CONT. A3 SD5 0 W O ZOOM Lo AT 24" O.C. W/ (3) 12d RIDGE BOARD SO = U TOENAILS TO TRUSS / y 9'-4" T.O.M. - INTERIOR/EXTERIOR U) o A a RIDGE BOARD. TYP BEARING WALL (OR LINTEL cc M W 4 B 1 IF REFERENCED ON SHEET H C1 a Q !'V ROOF PITCH ROOF SHEATHING S4). VERIFY HEIGHT W/ H1 0 F- PER PLAN ATTACHED PER ARCHITECTURAL PLANS -j NAILING SCHEDULE U.N.O. z CJ5 A 3 Q 3 A H2 o W;; o W t v 3 A � � � � CJ3 � M 0 � Cc CJ3 CJ3 �./ U 07 W r ti U LU EXTERIOR FRAME WALL U W V Z 2x4 #2 SYP COLLAR TIEAT r= U O n U O CJ 1 `- `w CJ 1CIO J q cn w Q O.C..C. W/ (5) 12d LS ( SQUARE) a W TRK NAI NAILS TO EACH RAFTER SCHEDULE z77j _... ZQO—jL�1 w ' 3:� _ C- 2 ` z J UI—mp7-� C H2x6 H2x6 H2x6 H2x6 I=— O H2x6 H2x6 H2x6 ���a o DQ�pw o z 0� za °w Zia WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE (1, IL M ... co�```��eeelerU�U��,,,r W 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 1 SECTION AT CONY. FRAME RIDGE ••°®••'® N W 1-011 9'-0'" 2X4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX o �.��``ti�:•°'' uJ ( oo `t SCALE: AS INDICATED ROOF FRAMING P LA IV H2x6 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX z 'p Q�i:z �'• z w 0:Z -' '4 v -4 - � ' 10'-01 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX 5 m i Q- �' EXTERIOR FRAME WALL NOTES / o ®`® z O III e'►ti►n `®®,� CJ3 CJ3 `4 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED U- m TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR F -- REQUIRED STUD SPACING. U- 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS 0 CJ5 CJ5 & NAILING PATTERN. zz 3 A A 3 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE 0 W � NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF< SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 2 0 4 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR a F1 REVIEW OF EXTERIOR STUDS W D 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE z 3 MIN. SPF #1/#2 @ 16" O.G. U.N.O. ON FRAMING PLANS p 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. Q BW2 G1 G1 w - ULTIMATE WIND SPEED: 140 MPH EXPOSURE: B r- - - -- - -- - c� AREA BUILT i r -------- -- III _ IL 2 O -------- WITHIN TRUSSES iii i G1 �' � ��/- ------ J G1 u G1 H2x6 H2x6 i H2x6 2 w -4 v - i -4 ;-4 -4 A 4 G1. _ 00 LLI Cil SO G2 i SD5 CJ3 G2 W/ STRAPS N _ i 11 i G2 III s X III — iC14 - i i SO _ III G 4 [. ------ --JILL------------ SD5 A6 W/ S0 i i i r i i i STRAPS SD5 i i i i i i i 1 7 A5 7\-G7 Al c III M cL O U z O U U) W 0 Uj OF=-LuYO Z SO o F- OQ2LL0�� A3 SD5 0 W O ZOOM Lo SO = U CLLd B 4 Q SD5 AA4 U) o A a ? cc M W 4 B 1 H C1 a Q !'V H1 0 F- z 94'6 zoe.� o z w /Ci5B .J CJ5 A 3 Q 3 A H2 o W;; o t v 3 A � � � � CJ3 � M LL O � Cc CJ3 CJ3 �./ U 07 W r ti U LU - w O V Z A 3 ` ` V V �`�S CJ 1 CJ1 0 -jrn=ar. E U O n U O CJ 1 `- `w CJ 1CIO J q cn w Q Q W a .— Ur wz❑Mr,c W z77j _... ZQO—jL�1 w ' 3:� _ C- 2 ` �_ v J UI—mp7-� C H2x6 H2x6 H2x6 H2x6 I=— W J H2x6 H2x6 H2x6 ���a o DQ�pw o z 0� za A2 U r—L OF=-LuYO Z SO o F- OQ2LL0�� A3 SD5 0 W O ZOOM Lo SO = a O B 4 Q SD5 AA4 U) ? cc M W 4 B 1 H C1 a Q !'V H1 0 Q O z w /Ci5B .J CJ5 A 3 Q 3 A H2 o W;; o t v 3 A � � � � CJ3 � � Cc CJ3 CJ3 O J W U - w _ W A 3 ` ` V V �`�S CJ 1 CJ1 0 w W ��� n U O CJ 1 `- `w CJ 1CIO J q cn w Q Q W a z77j _... 0- � ' _ C- 2 ` �_ v H2x6 H2x6 H2x6 H2x6 W V H2x6 H2x6 H2x6 ���a o ) CDz Zia C.5 (1, IL M ... W U STRUCTURAL ENG: MCD DRAFTING: W Imo— -STRUCT: DP QC CHECK: CC ( JOB No. PSQ-0204603 T -- `t SCALE: AS INDICATED ROOF FRAMING P LA IV DATE: 03/05/18 NOTE: SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND ' a tA 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. PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL (1) #5 VERTICAL IN GROUT FILLED CELL (IF REQ'D PER PLAN) NOTE: SEE MD08 ON LINTEL PLAN VERTICAL REINFORCEMENT DETAIL NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL SEE FRAMING PLAN FOR BEARING WALL LOCATION SEE BEARING WALL SCHEDULE FOR REQUIREI CONNECTIONS, STUD SPACING, AND BLOCKING REQUIREMENTS 1/2"= 1 f_0" 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 �- - CENTER BUCK 1/2 J -BOLT W/ 5 1/2 EMBED. - 2x P.T. SYP #2 NAILER 1 1/2" T OF OPENING W/ (1) 1/4"x2-3/4" MIN. " - 4" MIN. FROM TAPCONS @ 24" O.C. & FACE OF CMU 4" FROM ENDS --- ---- ...m..a..,._ ANCHOR NOT PERMITTED TO BE INSTALLED WITHIN 1-1/2" OF HEAD JOINT 1 MIN. (6) 1/2 DIAMETER J -BOLTS USING 2X2 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 Lj� @ 24 O.C. MAX NOTE: CONTRACTOR TO VERIFY W 00 c9 BUCK TO CMU ATTACHMENT LOCATIONS PER GARAGE DOOR 0 o � MFR.'S WRITTEN SPECIFICATIONS co W ._.._... Q 0 45 DEG. BEVEL CUT 0 m N W 2x6 P.T. SYP #2 BUCK M< _ ¢ _.._:._ END, 1 1/2" ABOVE O GARAGE F.F., EA. SIDE SECTION OF OPENING DO GARAGE BUCK DETAIL (MAX. 170C) 1/2"=1'-0" BEARING/ SHEARWALL CONNECTION TO CMU 2x BUCK DETAIL 3/4"=1'-0" PRE -CAST LINTEL PER PLAN OPENING WATERPROOFING BY BUILDER/OTHERS WINDOW/DOOR (2) 2x TOP PLATE W/ (3) 12d END NAILS TO LAST STUD TYPICAL TIE BEAM W/ 3000 psi CONC. W/(1) #5 REBAR CONT. 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 PT BASE PLATE P.T. BUCK FASTENER SCHEDULE SIZE TAPCONS SPACING # ROWS 1x4 3/16" x 2 1/4" 12" O.C. 1 SIMPSON SP4 OR SP2 3/16" x 2 1/4" 191, (2) 12d NAILS @ 1x8 3/16" x 2 1/4" 12" O.C. 2 SIMPSON LSTA30 W/ EDGE PLAN (TYP). 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR 2x4 3/16" x 3 1/4" 12" O.C. 1 STRUCTURE BY OTHERS IN THIS CASE. 3/16" x 3 1/4" 191, () r 9 2x8 3/16" x 3 1/4" 1 12" O.C. P 2 SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK (2) 2x PLATE EDGE AS REQ'D LAST STUD OF KNEE WALL JOINING I y UP TO MAIN HOUSE WALLS SHALL BE (2) 2x #2 SYP SEE PLAN ATTACHED TO MIN. FOR BEAM SIZE (2) 2x FULL HEIGHT WALL STUDS W/ (2)-16d NAILS @ 12" O.C. MIN. 2x4 SPF #2 KNEE i WALL WITH STUDS @ 16" O.C. W/ STRUCTURAL SHEATHING ON BOTH SIDES FROM TOP OF BUILDER FRAME WALL TO BOTTOM OF L RADIUS AS REQ'D BEAM. ATTACHED PER NAILING SCHEDULE JVFO KNEEWALL AT UPSET BEAM OPENING SIZE AND NOTES: TYP. TRUSS TO FRAME LOCATION PER PLAN (2) 2x BUILT-UP COL. CONNECTION PER DOUBLE TOP PLATE (TYP). 1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF SIMPSON SP4 OR SP2 2x BLOCKING W/ NOTES WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE (2) 12d NAILS @ FRAME OUT TO BLOCK 4" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE EACH END MASONRY WALL PER OF BUCK. SIMPSON LSTA30 W/ EDGE PLAN (TYP). 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR FRAMING PLAN FOR CORNER CONDITIONS EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO SPACING EXTERIOR SHEATHING P.T. BUCKS PER STRUCTURE BY OTHERS IN THIS CASE. TO MIN. (2) 2x FULL HEIGHT TALLER STUD) 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO CONNECTION SCHEDULE EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS 2x BRG WALL, SEE @ 12" O.C. STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK. ATTACHED TO MIN. MIN. 2x4 SPF #2 KNEE WALL( MAX. 2 PLIES OVER INITIAL P.T. BUCK, IF OPENING PROVIDED 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME 2) 2x #2 SYP SEE PLAN OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS PER PLAN) (FASTENING) ARE MET. 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID STRUCTURAL SHEATHING GROUTED CMU. 6. WINDOW OR DOOR INSTALLATION BY OTHERS SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK (2) 2x PLATE EDGE AS REQ'D LAST STUD OF KNEE WALL JOINING I y UP TO MAIN HOUSE WALLS SHALL BE (2) 2x #2 SYP SEE PLAN ATTACHED TO MIN. FOR BEAM SIZE (2) 2x FULL HEIGHT WALL STUDS W/ (2)-16d NAILS @ 12" O.C. MIN. 2x4 SPF #2 KNEE i WALL WITH STUDS @ 16" O.C. W/ STRUCTURAL SHEATHING ON BOTH SIDES FROM TOP OF BUILDER FRAME WALL TO BOTTOM OF L RADIUS AS REQ'D BEAM. ATTACHED PER NAILING SCHEDULE JVFO KNEEWALL AT UPSET BEAM SHEATHING PER PLAN PLAN FOR STUD SIZE & TYP. TRUSS TO FRAME PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. CONNECTION PER DOUBLE TOP PLATE SEE PLAN FOR STD. CONNECTOR SIMPSON SP4 OR SP2 2x BLOCKING W/ NOTES @ EACH STUD (2) 12d NAILS @ FRAME OUT TO BLOCK ° EACH END EDGE AS REQ'D LAST STUD OF KNEE WALL SIMPSON LSTA30 W/ EDGE ROOF TRUSS - SEE JOINING UP TO MAIN HOUSE FRAMING PLAN FOR CORNER CONDITIONS WALLS SHALL BE ATTACHED SPACING EXTERIOR SHEATHING STRAP AROUND (2) 2x TOP PLATE TO MIN. (2) 2x FULL HEIGHT TALLER STUD) CONNECTION WALL STUDS W/ (2)-16d NAILS WALLS SHALL BE 2x BRG WALL, SEE @ 12" O.C. n ATTACHED TO MIN. MIN. 2x4 SPF #2 KNEE WALL( IF OPENING PROVIDED (2) 2x FULL HEIGHT 2) 2x #2 SYP SEE PLAN WITH STUDS @ 16" O.C. W/ PER PLAN) WALL STUDS W/ FOR BEAM SIZE STRUCTURAL SHEATHING (2)-16d NAILS @ 12" W/ STUDS @ 16" O.C. ON BOTH SIDES FROM TOP C W/ STRUCTURAL I BUILDER FRAME OF WALL TO BOTTOM OF SHEATHING FROM RADIUS AS REQ'D BEAM. ATTACHED PER ( TOP OF WALL TO NAILING SCHEDULE OTHERWISE SP2 CLIPS BOTTOM OF WALL. END EACH STUD TO DOUBLE TOP y. PLATE AND SP1 CLIPS EACH 2x PT BOTTOM STUD TO BOTTOM PLATE 6�FAKNEEWALL AT DOWNSET BEAM SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK (2) 2x PLATE EDGE AS REQ'D LAST STUD OF KNEE WALL JOINING I y UP TO MAIN HOUSE WALLS SHALL BE (2) 2x #2 SYP SEE PLAN ATTACHED TO MIN. FOR BEAM SIZE (2) 2x FULL HEIGHT WALL STUDS W/ (2)-16d NAILS @ 12" O.C. MIN. 2x4 SPF #2 KNEE i WALL WITH STUDS @ 16" O.C. W/ STRUCTURAL SHEATHING ON BOTH SIDES FROM TOP OF BUILDER FRAME WALL TO BOTTOM OF L RADIUS AS REQ'D BEAM. ATTACHED PER NAILING SCHEDULE JVFO KNEEWALL AT UPSET BEAM PLAN FOR STUD SIZE & SPACING. MIN (2) 2x UNDER GIRDER TRUSS U.N.O. 2x BLOCKING SIMPSON LSTA24 EACH STUD 2x BRG WALL, SEE SEE ROOF SHEATHING, PLAN FOR STUD SIZE & TRUSS PER PLAN PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. UNDER GIRDER TRUSS DOUBLE TOP PLATE SEE PLAN FOR U.N.O. SIMPSON SP4 OR SP2 2x BLOCKING W/ ___ ��_ SECTION @ DOUBLE BEARING @ EACH STUD (2) 12d NAILS @ SHEATHING INSTALLED ° EACH END FRAME OUT TO BLOCK PRE-ENGINEERED SIMPSON LSTA30 W/ EDGE ROOF TRUSS - SEE (22) 10d NAILS (ALL FRAMING PLAN FOR CORNER CONDITIONS SPACING EXTERIOR SHEATHING STRAP AROUND (2) 2x TOP PLATE SEE PLAN FOR NAIL PER PLAN TALLER STUD) CONNECTION (2) 2x #2 SYP SEE PLAN WALLS SHALL BE 2x BRG WALL, SEE n ATTACHED TO MIN. PLAN FOR STUD SIZE & SPACING. MIN (2) 2x UNDER GIRDER TRUSS U.N.O. 2x BLOCKING SIMPSON LSTA24 EACH STUD 2x BRG WALL, SEE PRE -ENG. ROOF PLAN FOR STUD SIZE & TRUSS PER PLAN SPACING. MIN (2) 2x CLOSURE WALL w/ UNDER GIRDER TRUSS SINGLE TOP AND BASE SEE PLAN FOR U.N.O. �y CONNECTION ___ ��_ SECTION @ DOUBLE BEARING PRE-ENGINEERED -- TRUSSES PER PLAN @ 24" 0. C. MAX. TYP. TRUSS TO FRAME CONNECTION PER STD CONNECTION NOTES EXT. SHEATHING ATTACHED — PER NAILING SCHEDULE FROM TOP OF KNEEWALL TO BOTTOM OR SP2 CLIPS AT TOP AND SP1 CLIPS AT BASE ARE REQ'D. 2x BLOCKING MIN 2x4 STUDS @ 16 O/C 2x P.T. PLATE 1/2 x 8" A.B. OR TITEN HD @ 32" O.C. & 6" FROM EA. END, CENTER ON BASE PLATE TOP KNOCK OUT COURSE W/ (1) #5 CONT. fiFf' KNEEWALL ABOVE MASONRY WALL (2) 2x TOP PLATE 3/4"=1'-0" (2) 2x TOP PLATE SEE FLOOR PLAN FOR MORE BRG. WALL INFO ATTACH 2x TO BUILT-UP W/ (2) ROWS OF 10d NAILS STAGGERED @ 8" O.C. "F1STEP Cal BEARING FRAME WALL 3/4"=1'-0" 1 \ / 3/4"=1'-0" DOUBLE 2x TOP PLATE STRUCTURAL IF REQ'D, PROVIDE �`���``� •eesoee ✓j�1,; ' CLOSURE WALL w/ TYP. TRUSS TO FRAME SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS �y TO TRUSS. STUDS @ I 24" O.C. & EXT. i SHEATHING INSTALLED • co• PER NAILING PATTERN CRICKET AS REQUIRED — MAIN SPAN ROOF TRUSS �. UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER -�1 PLAN 3/4"=1'-0" CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. PT. POST (AS NOTED) EXT. AS NOTED LAP BEAM PLYS AND NAIL AS SHOWN (5) 0.131 x 3 1/4" NAILS PER PLY HTS20 CLIP FROM POST TO BEAM EXTERIOR BEAM AS NOTED PLAN VIEW @ TOP OF POST PT POST (AS NOTED) ABU POST BASE (AS NOTED) 0 5/8" THREADED ROD w/ o. NUT SET IN ADHESIVE \ ° I I a SEE FOUNDATION i a PLAN FOR ADDITIONAL INFO SIDE VIEW @ -BASE OF POST rCD0 CORNER COLUMN FRAMING f=� CONC. SLAB - + `: SEE FOUNDATION PLAN FOR MORE INFO SEE FOUNDATION --J DETAILS FOR FTG INFO 3/4"=1'-0" �� ---- PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX �-- ROOFING MATERIAL PER ARCHS ----- SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION TOP OF MASONRY SEE ARCH PLANS FOI OVERHANGINFO RE. ELEV. FOR O.H. TYP. SINGLE TIE -BEAD W/ (1) #5 CONT. GROUT SOLID U a WINDOW PER FLOOR PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS ` EXT FINISH PER PLAN MAIN FLOOR ELEV 0'-0" VERT REINF. BEYOND i MASONRY WALL PER �- PLAN TYPICAL ONE STORY CMU WALL SECTION .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. STRUCTURAL SHEATHING �`���``� •eesoee ✓j�1,; ' 04 °° TYP. TRUSS TO FRAME _V e• eL' .o p�� j CONNECTION PER 5 eC : W K° `K STD. CONNECTOR 0 i NOTES • co• FRAME OUT TO BLOCK • o• EDGE LAST STUD OF KNEE WALL JOINING (2) 2x TOP PLATE UP TO MAIN HOUSE (2) 2x #2 SYP SEE PLAN WALLS SHALL BE FOR BEAM SIZE (ONLY ATTACHED TO MIN. IF OPENING PROVIDED (2) 2x FULL HEIGHT PER PLAN) WALL STUDS W/ 2x4 SPF #2 KNEE WALL (2)-16d NAILS @ 12" W/ STUDS @ 16" O.C. O.C. C W/ STRUCTURAL I 1/2" x 8" ANCHOR BOLT SHEATHING FROM OR TITEN HD @ 32" ( TOP OF WALL TO O.C. & 6" FROM EACH BOTTOM OF WALL. END y. ATTACHED PER 2x PT BOTTOM NAILING SCHEDULE PLATE �'° OTHERWISE SP2 CLIPS PRECAST LINTEL OREACH . 'tl.. STUD TO BEAM KNOCK OUT COURSE ABOVE AND SPI CLIPS EACH STUD TO MASONRY WALL BOTTOM PLATE 6F0 KNEEWALL AT MASONRY WALL 3/4"=1'-0" CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. PT. POST (AS NOTED) EXT. AS NOTED LAP BEAM PLYS AND NAIL AS SHOWN (5) 0.131 x 3 1/4" NAILS PER PLY HTS20 CLIP FROM POST TO BEAM EXTERIOR BEAM AS NOTED PLAN VIEW @ TOP OF POST PT POST (AS NOTED) ABU POST BASE (AS NOTED) 0 5/8" THREADED ROD w/ o. NUT SET IN ADHESIVE \ ° I I a SEE FOUNDATION i a PLAN FOR ADDITIONAL INFO SIDE VIEW @ -BASE OF POST rCD0 CORNER COLUMN FRAMING f=� CONC. SLAB - + `: SEE FOUNDATION PLAN FOR MORE INFO SEE FOUNDATION --J DETAILS FOR FTG INFO 3/4"=1'-0" �� ---- PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX �-- ROOFING MATERIAL PER ARCHS ----- SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION TOP OF MASONRY SEE ARCH PLANS FOI OVERHANGINFO RE. ELEV. FOR O.H. TYP. SINGLE TIE -BEAD W/ (1) #5 CONT. GROUT SOLID U a WINDOW PER FLOOR PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS ` EXT FINISH PER PLAN MAIN FLOOR ELEV 0'-0" VERT REINF. BEYOND i MASONRY WALL PER �- PLAN TYPICAL ONE STORY CMU WALL SECTION .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 �`���``� •eesoee ✓j�1,; ' 04 °° _V e• eL' .o p�� j Z 5 eC : W K° `K ¢ UAL Z= 0 i • co• C • o• i m J z O i Ci.. C (� U - W � C Uj U o U 9 z �m• > I---• Z CO > W � Uj W U i, w > ❑ �V�� E 0 0 N 0 V C W 0 c S J Z ¢QJ Jto F-U1-°n�ti c Ljr –3 O�C C) >- C) 0 50"a0 4 0 ¢ 2 J ZQp� - z 0 J F- ozzw E F- O < =) LU io W �W� i W ZLL � apo i 0o Q M N Z p Q J i cot� W c �WO�G p .j W u 2 W CO W C* W co Q W (' CL u C") ,>- W U O CD Z IL Cli J STRUCTURALENG MCD J DRAFTING -STRUCT: DP QC CHECK. CC JOB No. PSQ-0204603 SCALE: AS INDICATED DATE: 03/05/18 J 'I SD1 SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN SIMPSON H10A L.111114 DIAGONAL TO BEAM BEAM CONNECTION. SIMPSON DIAGONA PLATE CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D SIMPSON A23 @ EACH A35 DIAGONAL TO MAINTAIN 3 1/4" SIMPSON HGA10 @ 48" WHERE O.H. IS > V-0", DROP GABLES 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK w/ OUTLOOKERS @ 24" O.C. TO RUN 1'-0" MAX PLYOOD CANT. O.H. O.C. NOTE: ALL GABLE ADJ. BAYS @ EA. DIAG. AS SHOWN. FASTEN BACK TO 1ST COMMON TRUSS WITH SEE ELEV. FOR CLEARANCE BETWEEN4 BRACING IS TO BE ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ (3) 12d TOENAILS. CONNECT TO O.H. SIZE SHEATHING NOT REQ'D SYP#2 OR BETTER 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS DROP GABLE WITH H2.5 CLIP. MAX TO BE CONT. @ THE REQ'D) 2'-0" O.H. TRANSITION FROM 2x4 SYP #2 BRACING @ STRAPS AT EA. STUD J -BOLT EACH END AND 32" 24'" O.C. FOR FALSE BM �- w O.C. MAX. O WALL TO GABLE SP4 TOP OF CRIPPLE A = STRAP LOCATION z TOENAILS EA. END STAGGERED @ 12" O.C. 2x8 P.T. PLATE, CANT., EA. FACE OR (3) ROWS TRUSS I „_ FOR CLG. NAILING Y GABLE END W/ 16d SEE HEADER SURFACE'4 o m NAILS @ 6" O.C. HEADER CONNECTION PROVIDE 16d NAILS 0 z FRAMING FOR FALSE �L STUDS U.N.O. GABLE END TRUSS TO FILLING AND BLKING BEAM, IF REQ'D w/ (3) CONT. 2x4 DOUBLE 2x TOP PLATE PLATE @12" O.C. MAX. HGA10 @ 32" O.C. 1Od NAILS @ EA. 2X STUDS TYP. \ ATTACH JAMB STUDS TRUSS BRACE PER WF08/SD3 2x4 DIAGONAL BRACE BASE PLATE TO BE TIE BEAM COURSE w/ 2x4 STUDS @ 24" O.C. USING 1/2" J -BOLTS OR CMU WALL OR LINTEL (1) #5 CONT. w/ SINGLE BASE & TOP 10 FALSE BM PER PLAN 10 @ 48" O.C. TO 3RD BAY FASTEN SIDE WALL PLATE w/ PLYWOOD IF REQ'D 7" MIN EMBED PER BRG WALL SCHEDULE. AT \ SLAB STEP DOWNS, CMU REQ'D w/ SHEATHING PER PLAN: SPAN CONNECTION 'NOTE: REFER TO DETAIL GE02 (5) 16d NAILS GABLE BRACING' SP4 @ BASE OF EA. ATTACH ADDIT'L KINGS AS STUD U.N.O. SEE REQ'D. STRONGBACK, SEE SCHEDULE ON NOTES CONNECTORLEGEND BRACE TO SHEET FOR MORE INFO \ CHART EXT. SHEATHING; BLOCKINGGABLE BRACING (+) ATTACH PER PLAN -OP SEE CHART PROVIDE 2x4 BRACE TO EA. ADJ. DIAG. STRONGBACK IF FRAME WALL CONNECTION FASTEN TO DIAG. REQ'D PER w/(2) 16d NAILS. CHART N CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D SIMPSON A23 @ EACH A35 DIAGONAL TO MAINTAIN 3 1/4" V BRACE TO PLATE TRUSS BOT. CHORD UP TO 4'-8" NO BRACE REQUIRED CLEARANCE BETWEEN4 v 1/2" J -BOLTS w/ 7'-0" < H6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H:!�-14'4' INSIDE FACE OF CMU AND CENTERLINE OF WASHERS (MIN. 6" EMBED) MIN. 6 FROM 2x4 SYP #2 BRACING @ STRAPS AT EA. STUD J -BOLT EACH END AND 32" 24'" O.C. FOR FALSE BM �- w O.C. MAX. O ATTACHMENT w/ (3) 1 O SP4 TOP OF CRIPPLE A = STRAP LOCATION z TOENAILS EA. END STAGGERED @ 12" O.C. 2x8 P.T. PLATE, CANT., EA. FACE OR (3) ROWS 2x TOP PLATE TO I „_ FOR CLG. NAILING Y GABLE END W/ 16d SEE HEADER SURFACE'4 o m NAILS @ 6" O.C. HEADER CONNECTION PROVIDE 16d NAILS 0 z FRAMING FOR FALSE �L STUDS U.N.O. GABLE END TRUSS TO FILLING AND BLKING BEAM, IF REQ'D w/ (3) �" PLATE @12" O.C. MAX. HGA10 @ 32" O.C. 1Od NAILS @ EA. 2X STUDS TYP. ATTACH JAMB STUDS TRUSS BRACE PER WF08/SD3 BASE PLATE TO BE TIE BEAM COURSE w/ 2x4 STUDS @ 24" O.C. USING 1/2" J -BOLTS OR CMU WALL OR LINTEL (1) #5 CONT. w/ SINGLE BASE & TOP 10 FALSE BM PER PLAN 10 BELOW PLATE w/ PLYWOOD IF REQ'D 7" MIN EMBED PER BRG WALL SCHEDULE. AT SHEATHING COVERING SLAB STEP DOWNS, CMU WALL CONNECTION CLEAR SPAN CONNECTION 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING' SP4 @ BASE OF EA. -GABLE END @ FLAT CEILING CONNECTIONS 3/4"=1'-0" 2x4 SYP #2 BLOCKING @ 48" O.C. MAX. W/ (3) 12d TOE -NAILS @ EA. ROOF SHEATHING PER END. REDUCE PLAN ATTACH PER SPACING TO 24" O.C. NAILING SCHEDULE @ WALLS CARRYING -- LOADS SUCH AS CABINETS OR HEAVY SHELVING SIMPSON DTC @ EACH - HORIZONTAL BLOCK LOCATION. ATTACH W/ (6) 8d NAILS (MAX. 4" VERTICAL GAP BETWEEN 12" LONG BLOCK & TRUSS BOTTOM CHORD/ - TRUSS BLOCKING.) 2x BLOCKING x 12 LONG @ HORIZONTAL BLOCKING LOCATION FOR CLIP _ ATTACHMENT. ATTACH TO WALL SINGLE TOP PLATE W / MIN. (4) 8d NAILS. SINGLE 2x TOP PLATE ' fi F2 NON-BEARING WALL (PARALLEL TRUSS) TRUSSES AT 24" 0.( TYP. NON -LOAD BEARING WALL PER SIMPSON DTC @ 48' PLAN, STUDS @ 24" O.C. ATTACH W/ (6) E O.C. MAX. STUD NAILS (MAX. 4" SPACING TO BE VERTICAL GAP REDUCED DOWN TO BETWEEN 12" LONG 16" O.C. MAX. @ BLOCK & TRUSS LOCATIONS CARRYING BOTTOM CHORD/ LOADS SUCH AS TRUSS BLOCKING.) CABINETS OR HEAVY REDUCE DTC SPACI SHELVING. TO 24" O.C. FOR HOLD TOP OF WALLS CARRYING LOADS SUCH AS NON -LOAD BEARING CABINETS OR HEAV WALL DOWN 1-1211 SHELVING BELOW BOTTOM OF TRUSS BOTTOM 2x BLOCKING x 12" CHORD. LONG @ TRUSS LOCATION FOR CLIF ATTACHMENT, @ 4 O.C. ATTACH TO WA SINGLE TOP PLATE MIN. (4) 8d NAILS. SINGLE 2x TOP PLAT GABLE BRACING @ 48" O.C. NOT REG'D 6' FROM EAVES GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H6 T -O" (1) 2x4 BRACE 7'-0" < H6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H:!�-14'4' STRONGBACK W/ (1)2x4 BRACE 14'-0" < H618'4' STRONGBACK W/ (2) 2x4 BRACE SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. GABLE 2x4 BRACE WITH (2) 10d NAILS (1) A23 FROM 2x4 BRACE IF REQ'D STRONGBACK TO SEE CHART. DIAGONAL 10d COMMON NAILS @ 6" O.C. GABLE VERTICAL 2ND 2x4 BRACE IF REQ'D, SEE CHART A -A GABLE VERTICAL BRACING GABLE END BRACING 3/4"=1'-0" TYP. NON -LOAD BEARING WALL PER PLAN. STUDS @ 24" O.C. MAX. STUD SPACING TO BE REDUCED DOWN TO 16" O.C. MAX. @ LOCATIONS CARRYING LOADS SUCH AS CABINETS OR HEAVY SHELVING. HOLD TOP OF NON -LOAD BEARING WALL DOWN 1-J" BELOW BOTTOM OF TRUSS BOTTOM CHORD. 2x6 10d COMMON NAILS @ 8" O.C. GABLE END A SHEATHING FASTEN PER LEDGER @ LOW ROOF 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 PLAN v -r lw uw" vi "r. STUD U.N.O. SEE BEARING WOOD WALL SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET FOR MORE NOTE: REQUIRED NUMBER OF KING STUDS PER THE HEADER SUPPORT SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET. QUANTITY OF KING STUDS SHOWN ON FRAMING PLANS SHALL SUPERSEDE THE QUANTITY AS SHOWN ON STANDARD DETAILS (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 NOTE: 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. 2X CRIPPLES @ 16" O.C. W A z O 0 W CD W � p `00`�►1111111 Uj � � �- ii °0 o 0 •° Z J Q �••�is �a 'Lr C) LTi .- ® z N W • Q o ►- ° O O �i � coz co 4C 09 , O LL � '®®®''a�®r► I lap®®aaa m LL 0 W � Q O Lr a X LU - O J Q F- W_ J Z 0 0 U H o � z Q C LY M W a � Q U O 0 W z O u� > U O ° ua X 8 ° U U F- Z o _ o Z r� T 0 W U) W r: ti z WUr`W O Q � �_�� E U 06 0 U) 8 JO ZIra W -Zj w o Fes- JU~p>-� C F- W W �OWO2ui W H Zozzwz E z F"' W OQ¢WJd o F— W �t�U_0 LLJ 1"'� z O O W �-+ Z w 00 a �o z -- f/W) 00 M n0. "Q N Z �. z 0 0 0 0 W Q W c zz 2 w W � J W u W _ W W S W n zz W a F< - F_ Q W / U co) >- 0 V Ca O .fid• Z W (D IZ dM W 0 Ln STRUCTURAL ENG: MCD U1 DRAFTING: FF--STRUCT: DP QC CHECK CC U) JOB No. PSQ 0204603 Q SCALE: AS INDICATED i-• LU DATE: 03/05/18 W 1/2"=1'-0" 3/4"=1'-0" I \ / 1/2"=1'-0" � T F - COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SD2 W/ SIMPSON SP2 TYP. TOP AND BOTTOM IF HEADER IS NOT FLUSH SP4 TOP OF CRIPPLE AT AGAINST TOP PLATE STRAP LOCATION *WHEN STUD LENGTH IS < 12" USE LSTA30 STRAPS AT EA. STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EA. SIDE W/ (11) 1 Od NAILS SP4 TOP OF CRIPPLE A 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 SCHEDULEFOR 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 LINO 2X STUDS TYP. ATTACH JAMB STUDS PER WF08/SD3 BASE PLATE TO BE ATTACHED TO FTG USING 1/2" J -BOLTS OR DOOR EPDXY ANCHOR @ 6" OPENING FROM EA. END OF BASE 10 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 NOTE: CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. THEN SP4 @ BASE OF EA. ATTACH ADDIT'L KINGS AS STUD U.N.O. SEE REQ'D. BEARING WALL SCHEDULE ON NOTES CONNECTORLEGEND SHEET FOR MORE INFO W A z O 0 W CD W � p `00`�►1111111 Uj � � �- ii °0 o 0 •° Z J Q �••�is �a 'Lr C) LTi .- ® z N W • Q o ►- ° O O �i � coz co 4C 09 , O LL � '®®®''a�®r► I lap®®aaa m LL 0 W � Q O Lr a X LU - O J Q F- W_ J Z 0 0 U H o � z Q C LY M W a � Q U O 0 W z O u� > U O ° ua X 8 ° U U F- Z o _ o Z r� T 0 W U) W r: ti z WUr`W O Q � �_�� E U 06 0 U) 8 JO ZIra W -Zj w o Fes- JU~p>-� C F- W W �OWO2ui W H Zozzwz E z F"' W OQ¢WJd o F— W �t�U_0 LLJ 1"'� z O O W �-+ Z w 00 a �o z -- f/W) 00 M n0. "Q N Z �. z 0 0 0 0 W Q W c zz 2 w W � J W u W _ W W S W n zz W a F< - F_ Q W / U co) >- 0 V Ca O .fid• Z W (D IZ dM W 0 Ln STRUCTURAL ENG: MCD U1 DRAFTING: FF--STRUCT: DP QC CHECK CC U) JOB No. PSQ 0204603 Q SCALE: AS INDICATED i-• LU DATE: 03/05/18 W 1/2"=1'-0" 3/4"=1'-0" I \ / 1/2"=1'-0" � T F - COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SD2 2x4 BLOCKS, (2) 1F-' NAILS @ EA. END. BLOCK ADJ. BAYS EA. DIAG. AS SHOV FASTEN ROOF SHEATHING TO BLOCKS w/8d NAIL @6"O.C. (5) 16d NAILS BRA( TO BLOCKING PROVIDE 2x4 BRA( TO EA. ADJ. DIAG. FASTEN TO DIAG.v 16d NAILS. %THING PER PLAN RE O.H. IS > T-0", :1 END GABLE w/ -OOKERS @ 24 TO RUN BACK TO COMMON TRUSS 1 (3) 12d TOENAILS. VECT TO DROP .E WITH H2.5 CLIP. 2'-0" O.H. T. 2x4 @ 24" O.C. _E END kTHING FASTEN PLAN 3E AS REQ'D SON H10A DIAG. LOCKING GABLE BRACING @ 48" --'' `"'�— PROVIDE 2x BLOCKING O.C. MAX. 45° FROM FOR NAILING HORIZONTAL (+/- 100) BRACE NOT REQUIRED 6' FROM EAVES. TRUSS PER PLAN SEE PLAN FOR SUPPORT AND TIE DOWN OF JACK PROVIDE BLOCKING TRUSSES BETWEEN TRUSS BAYS @ 48" O.C. FOR FIRST 3 BAYS SEE GABLE WALL PER PLAN CONNECTION DETAIL (FRAME WALL SHOWN; FOR REQ'D CONNECTIONS MAY ALSO BEMASONRY) 'NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING' 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 Uj LSTA12 CONNECTORS ((5) 8d NAILS) @ EA w NAILS @ EACH END (TYP.)Cr o RAFTER TO PLATE CONN. a T F_ 1/2"=1'-0" (0 p0UjC14 ``eii1111111 O 2x6 RAFTER TO 2x8 RIDGE 00 eo`` �GJ ee••eee a oo 0 0 z F \ O BOARD W/ A35 ON ONE SIDE M BUILDER NOTE: Q OF RAFTER. ATTACH A35 ON ;F' c�. 4c SOFFIT FRAMING NOT REQUIRED WITH ALUMINUM w O •• C. ct •®''•.®®®.•••• e`er�zC Q O ADJ RAFTER TO OPP SIDE 6 C O CONT. ROOF SHEATHING NAIL PER PLAN F (AS SHOWN) 01" Sc ROOF SHEATHING, 2'�< �'�'< FASTEN SYP OR SPF 2X6 (MIN. ,, PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END r �` FASTEN PER PLAN NGr T,FV/"-- WIDTH) PLATE THRU O.S.B p '' O SHEATHING (THICKNESS PER yop Al yO,c�SS PLAN) TO PRE -ENG TRUSS (¢n t A`� BELOW W/ 1/4"x4-1/2" SIMPSON SDS SCREWS 2x6 O 2X8 RIDGE BOARD PLATE TO TOP CHORD OF FASTEN CONV. 2x VALLEY RAFTER EACH TRUSS BELOW 2x6 s @ 24 z 0 FRAMING (OR PRE -ENG VALLEY TRUSSES) O.C. MAX. TO 2x PLATE WITH SIMPSON MTS12 OR PRECAST LINTEL PER PLAN MASONRY WALL SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT, BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO ISIDE & TOP NAILER / r 2x. BUCK PER DETAIL MD04/SD1 NOTE: CUT BACK 2x8 LINTEL (SEE PLAN) P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING .' AROUND CURVE. MIN. 7/16" O.S.B. EA. SIDI 2 TAPCON ANCHORS ARCH WINDOW FRAMING DETAILS 3/4"=1'-0" --- 2x BLK'G. TO O.S.B. j9kARCH PER ELEV - (2) - 8d EACH END END VIEW w/ CMU --_ HEADER (SEE PLAP 7/16" O.S.B. EA. SIDI ARCM PER ELEV 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ WOOD NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 1" EDGE 1 1/2" EDGE 10d x 3 COMMON p 2 1/2" Z w Uj 1 1/2" w iv N 04 N 10d x 3" COMM( 10d x 3" COMMON OPP. SIDE z z U � uQ ao 10d x 3 COMMC OPP. SIDE (2) 2x4's (2) 2x6's (2) 2x8's (2) 2x COLUMN "FOTYPICAL BUILT-UP STUD COLUMN DETAIL 2 1/2" EDGE 0 z a d 00 SEE TYPICAL HEADER =RAMING DETAILS FOR %DDITONAL NFORMATION HEADER CAN BE DITHER UPSET OR )OWNSET) ?x W/ (2) 16d TOENAILS :ACH END 3) 16d COMMON JAILS (TYP.) OUTSIDE (2) 2x4's 0 z W ter. C c 0 CD z Q n - U 00 ?x4 SPF CONT 3LOCKING ATTACH TO '/16" OSB W/ (2) 8d JAI LS '/16" OSB EACH SIDE, N/ 6d NAILS @ 16" O.C. 70 SIDE & TOP NAILER '.x BUCKS, EDGE DISTANCE PER DETAIL 10dx3" INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN 10d x 3" OPP. SIDE INCE PER J q z w ❑ w 0 N z O U U) W jLL. W W LSTA12 CONNECTORS ((5) 8d NAILS) @ EA w CO CF01 FIELD FRAMED VALLEY DETAIL RAFTER TO PLATE CONN. a T F_ 1/2"=1'-0" (0 p0UjC14 ``eii1111111 O 2x STUDS @ 16" O.C. FOR KNEE WALL 00 eo`` �GJ ee••eee a oo 0 0 z F \ O LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT ROOF SHEATHING FOR STRAP M BUILDER NOTE: Q o2�d,t9z ;F' c�. 4c SOFFIT FRAMING NOT REQUIRED WITH ALUMINUM w O •• C. ct •®''•.®®®.•••• e`er�zC Q O W 6 C O CONT. ROOF SHEATHING NAIL PER PLAN F OR VINYL SOFFITS OV Sc 2k���i'� ALTO ROOF SHEATHING, 01" Sc ROOF SHEATHING, 2'�< �'�'< ,� D l ,, PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END r �` FASTEN PER PLAN NGr T,FV/"-- AeTO FASTEN PER PLAN FNCT p '' O TO TOP CHORDS OF TRUSSES BELOW WHEN yop Al yO,c�SS LU (¢n t A`� BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS D O ❑ W BELOW AND CONNECT w/ HTS20 @ 32" O.C. z 0 ❑ O W r 2x4FRAMING @ 24" W `C E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW \` 4 N 2x4 FRAMING@ 24" O Z O.C. MAX. Lij „J z (� O - O.C. MAX. 2x SCAB w/ 10d NAILS rG� U - PROVIDE (4) 10d x 3" NAILS AT JOINT "�� H OZF-WwzE RO ' , '°` J 4 F 2x PLATES OVER ROOF DECK PER VALLEY @ 4" O.C. PROVIDE (4)10d x3" Ww ❑ a O W STRUCTURALENG: MCD z�0�' FRAMING DETAIL W V y ` PER -ENG TRUSSES NAILS AT JOINT Q (_/) z - B H - - ---- SCALE: AS INDICATED A PER PLAN 2x SCAB w/ 10d NAILS Lu.DATE: 03/05/18 X G DOUBLE TOP PLATE K (n @ 4" O.C. O F- �� `, J Q TRUSS CONNECTION PER PLAN PER -ENG TRUSSES2x FASCIA S F- ,`, C O SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR B :°�, . 2X FASCIA PER PLAN , RAFTER U) W CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION LEDGER (2) 8d TOE NAILS TO LEDGER i E COMMON TRUSS PER PLAN OR CONY. FRAMING w/ C . ' PER PLAN 2x4 PT LEDGER W/ J STRUCTURAL SHEATHING PER PLAN AND ROOF ' 1/4 x4 TAPCONS @ 12 2x FRAME WALL PERZ . 2x4 LEDGERW/ (2) 16d NAILS @ 16" O.C. G FINISH PER ARCHITECTURAL PLANS ,1 E O.C. PLAN O U F-- CURVED ROOF TRUSSES PER PLAN OR CURVED �( SEE ELEV. FOR SEE ELEV. FOR K A Y RAFTERS w/ (2) LAYERS 3/4�� CDX SHEATHING O.H. SIZE O.H. SIZE ❑ NAILED @ 6" O.C. STAGGERED G CONDITION @ CMU WALL CONDITION @ FRAME WALLFol DORMER FRAMING DETAIL NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE Q 1/2"=1'-0" TRUSS PER PLANS BEFORE .DORMER FRAMING IS INSTALLED. fil=lTYPICAL SCAB OVERHANG 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 w ❑ w 0 N z O U U) W jLL. W W w CO LU a T F_ (0 p0UjC14 ``eii1111111 r U ° IL 00 eo`` �GJ ee••eee a oo 0 0 z °``q •ems ' z n170 M O ?Z J � U + Q =W o Q 0i z —� Q o2�d,t9z ;F' c�. 4c w O •• C. ct •®''•.®®®.•••• e`er�zC Q O W a s'�As' f'®r * P�O`���e m LLL. 11111 r F_ wee <( LL O °0 Q z am LU (¢n F•-• (0 O ❑ W U) W z 0 ❑ O W r F- W `C O in N o O Z J U q N c>- h c Lij „J z (� O Q rG� U �-- "�� OZF-WwzE RO ' Q w Ww ❑ a O W STRUCTURALENG: MCD z�0�' w DRAFTING: --__ -- W V LL o 0 USTRUCT: Q (_/) z - - JOB No. PSQ-0204603 W - - ---- SCALE: AS INDICATED F- Lu.DATE: 03/05/18 X (n SD3W O F- J Q S F- U) W J a. Z O O U F-- ❑ a Q M w w U O w z O U) > U U) W jLL. W W w CO a Q !V Z 1,— r U ° IL Z 0 0 aO I'll�I Ld o � o W a ' z U z' o wee <( ❑ z °0 Q z am LU (¢n F•-• z CO O ❑ W U) W z 0 ❑ uj U W 0 U g F- E r F- W `C O ZQO JwCD ai N o O Z J U q N c>- h c Lij „J z (� ZQ03: o rG� U �-- "�� OZF-WwzE RO ' Q w Ww ❑ Q Cr J a O W STRUCTURALENG: MCD z�0�' w DRAFTING: --__ -- W V LL o 0 USTRUCT: Q (_/) z - - JOB No. PSQ-0204603 .._. w CO a Q !V Z 1,— Z 0 0 o � o W a > ; 2x4 #2 SYP P.T. MORE INFO & TRUSS PER PLAN BLOCKING @ 24" O.C. MORE INFO & 2x12 BOX HDR w/ 2x8'8 W/ (2) 12d END NAILS TOP & BOT., 2x8 TO III TRUSS PER PLAN @EACH END H- z IQ- IS O DTC CLIP, (2) 8d NAILS _ _ _ III 71— -11 WALL TO PRECAST INTO BLOCKING, (2) TRUSS PER PLAN tI 3/16" x 2 3/4" TAPCONS 2x4 #2 SYP P.T. @ EA. 16" O.C. MAX. IN CMU. OR SIMPSON i STAGGERED 11 META16 @ 24" O.C. 1-1 111 UA • a DTC CLIP, (2) 8d NAILS +4: LAY 2x4 BLOCKING @ INTO BLOCKING, (2) LINTEL PER PLAN 24" O.C. OVER THE MASONRY WALL ORTOP 3/16" x 2 3/4" TAPCONS .°+a' LINTEL PER PLAN OF THE BOTTOM LINTEL SEE PLAN IN CMU. OR SIMPSON .� CH RD. ATTACH/ (2) META16 VERTICALLY @ EACH 2x8 w/ (2) 10d NAILS @ POCKET SGD TRUSS @ 24" O.C. STD CONDITION @ CMU BEARING CONDITION @ CMU WALL SIMPSON DTC, (2) 8d 2x4 BLOCKING (2) 12d HEADER I- POCKET NAILS INTO BLOCKING, NAILS, TOENAILED @ SHEATHING DIAGRAM TRUSS PER PLAN (4) 8d NAILS TO TOP EACH END.AT 24" O.C. ROOF SHEATHING PLATE FLATWISE W/ (2) 16d PER PLAN TRUSS PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (4) 8d NAILS INTO TOP PLATE (2) 16d TOE NAILS BRACE TO LEDGER 2x4 SYP #2 BLOCKING, @ 24" P.C. W/ (2) 12d 2x4 LEDGER W/ (2) 10d DOUBLE TOP PLATE END NAILS @ EACH NAILS @ EACH WEB -- --- END. WHEN CLOSURE WALL EXTERIOR SHEATHING. ---- WALL SHEATHING PER IS 3FT OR TALLER - 2x4 ATTACH PER PLAN PLAN SYP#2 BOTTOM a FROM TOP OF WALL BLOCKING REQ'D @ W TO BOTTOM 2x WALL, SEE PLAN 24" O.C. MIN (2) TRUSS BAYS W/ (3) 12d 2x8 #2 SPF STUDS AT TOENAILS EACH END. a 16" O.C. STD CONDITION @ FRAME WALL ATTACH 2x4 LEDGER W/ (3) 12d NAILS @ 2x8 #2 SYP PT. BASE EACH STUD PLATE W/ 1/2" x 8" (4)10d NAILS @ EA. •. 1111 . ANCHOR BOLT OR BLOCKING TO MASONRY WALL OR TITEN HD @ 32" O.C. &6" PLATE LINTEL SEE PLAN FROM EACH END TRUSS PER PLAN TRUSS PER PLAN VAULTED CONDITION @ CMU (2)10d NAILS TO BOTTOM CHORD @EACH END OF BLOCKING 2x4 SYP #2 FLAT (2)10d NAILS TO BLOCKING, @ 24" O.C. BOTTOM CHORD W/ (2) 12d END NAILS @EACH END OF @ EACH END. BLOCKING WALL SHEATHING PER PLAN 2x WALL, SEE PLAN ALTERNATE BLOCKING @ FRAME CONDITION 4 FO NON-BEARING WALL CLIP DETAIL SEE TRUSS PLAN FOR 110II NOTE: PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.C. DOUBLE 2x4 TOP NAIL FIELD INSTALLED PLATE LENGTHS MUST PENETRATION OF WITHIN 48" OF SPLICE PLATE TOP PLATE TO FRAME BE AT LEAST 8'-0" MORE THAN 50% OF THEN (2) ROWS 10d NAILS PROVIDE 2x4 ON TOP WALL OR PRE - LONG. TYP. TOP PLATE WIDTH @ 8" O.C. OTHERWISE OF 2x8 TO PAD OUT ASSEMBLED WALL INSTALL SIMPSON TOP PLATE. ATTACH PANEL W/ (2) 10d NAILS PSPN516Z W/ (12) 16d W/ (2) 10d NAILS 3" O.C. @ 8" O.C. (FOLLOW NAILS TYP TOP & BOT (SOLID BLOCK W/ 24) NAILING z * + ATTACH 2x4 STUDS TO REQUIREMENTS THIS (2) 10d NAILS @ 3" O.C. DETAIL FOR ALL TOP o + WITHIN 48" OF SPLICE TOP PLATE W/ (3) 12d TOE -NAILS TYPICAL AT PLATE SPLICE + THEN (2) ROWS 10dLOCATIONS)Cr ALL LOCATION NAILS @ 8" O.C. 4 „ OTHERWISE 2x4 WALL BEYOND AGAINST 2x8 STUDS q�,ATTACHED PER O (WF08/SD3) OVERLAP TOP PLATE w • • AT CORNER TOP SPLICE @ DOUBLE 2X4 TOP NAIL BOTTOM PLATE w `o®r1►11111t1 � ATTACH 2x8 STUDS TO PLATE TOP PLATE W/ 4 12d TO EACH PLY OF BUILT O `��` uW TOE -NAILS TYPICAL UP COLUMN BELOW W/ e�%�,�\�. •'� a 00 ATTACH 2x4 STUDS TO (2) 10d NAILS z Z ° TOP PLATE W/ (3) 12d AT ALL LOCATION o Z:C0 C'j TOE -NAILS TYPICAL AT TOP SPLICE _ E Q S W � * a o. Z Q -� ALL LOCATION m .. w d � v: Oj BOTTOM SPLICE OVER DOUBLE 2x8 TOP TOP PLATE CORNER TRANSITION o �� ' �' �I? co v STUD PLATE j�� ®� °OQ�Q �O J LU F0 TYPICAL TOP PLATE SPLICE @ BRG. WALL TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) O 3/4"=114" C0 O W Q a. LU -- - - — - O J Q MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL NAIL SHEATHING AT FRAME WALL BOTTOM PLATE & 2x DBL TOP PLATE 1 SHEATHING INSTALLED VERTICALLY AT FLOOR SYSTEM (I -JOIST OR SYSTEM42 / FLAT _ *'yl ° ° ° ° ° °—° D= NAIL SPACING 's BEYOND 2 OR HORIZONTALLY TRUSS) TOP & BOTTOM USING (1) ROW OF 8d NAILS @ - ° ° ° ° ° PER NOTE #2 O 3" O.C. SEE WS10 AND WS11 FOR ADDITIONAL INFO. "' �' D T"I " J w c9 LL = 2O NAIL AT DOUBLE TOR PLATE USING (2) ROWS OF 8d M I I SHEATHING PER PLAN 2Z I -- —TT -T1 1T — I WALL SPLICE, FIELD w ? ¢ NAILS @ 3" O.C. WALL DOUBLE TOPD/2 I I O 5 I I I I I I VERIFY IF REQUIRED n w PLATE PER PLAN U ~ 8 u -z O3 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS p 0- LU ~O @ 3" O.C. IN HORIZONTAL CONDITIONS DOUBLE NAIL EDGE SPACING a a o7 z = NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C. C' O III III — I I I I WALL SHEATHING O w U.N.O. ON PLANS. STAGGER ALL VERT. PANEL JOINTSw U) III III I I I I I I SPLICE, SEE SPLICE _ SHEATHING PER PLAN3/8" S= NAIL SPACING W DETAIL. MAX 1/8" O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO a III III I I I I I wO.C. () ¢ OPENING SPACE BETWEEN w HEADER W/ 8d NAILS @ 3" O2ROWS @ TOP & M S S PER NOTE #1 v -- ----. III III I 4 II w � BOTTOM ------ �. III �- (3') II II II II PANELSco ° ° - 0 W III I TVD SINGLE NAIL EDGE SPACING z III AROUND MORE INFO & SEE TRUSS PLAN FOR CONNECTION MORE INFO & 2x12 BOX HDR w/ 2x8'8 CONNECTION TOP & BOT., 2x8 TO III 2x12 w/ 10d X 3" NAILS H- z IQ- IS O @ 6" O.C. 2x12 AT _ _ _ III 71— -11 WALL TO PRECAST _ W z g LINTEL w/ (2)ROWS OF + 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. 16" O.C. MAX. TRUSS w/ (4) 12d NAILS i STAGGERED INTO TRUSS & (3) 12d i TRANSOM BETWEEN TOENAILS INTO OTHER LINTELS LINTEL PER PLAN i i SLOPE AS REQ'D LINTEL PER PLAN 2x6 #2 SYP P.T. CONT, LL O U 00 w/ (2) 1/4" x 3 1/2" • TAPCONS @ 1.2" O.C. "U_ SPACED EVENLY — VERTICALLY 2x8 w/ (2) 10d NAILS @ POCKET SGD 3" O.C. TO EA. 2x6 ATTACHMENT BY VERTICAL BUILDER EACH VERTICAL HEADER I- POCKET SLIDER W/ TRANSOM 110II NOTE: PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.C. DOUBLE 2x4 TOP NAIL FIELD INSTALLED PLATE LENGTHS MUST PENETRATION OF WITHIN 48" OF SPLICE PLATE TOP PLATE TO FRAME BE AT LEAST 8'-0" MORE THAN 50% OF THEN (2) ROWS 10d NAILS PROVIDE 2x4 ON TOP WALL OR PRE - LONG. TYP. TOP PLATE WIDTH @ 8" O.C. OTHERWISE OF 2x8 TO PAD OUT ASSEMBLED WALL INSTALL SIMPSON TOP PLATE. ATTACH PANEL W/ (2) 10d NAILS PSPN516Z W/ (12) 16d W/ (2) 10d NAILS 3" O.C. @ 8" O.C. (FOLLOW NAILS TYP TOP & BOT (SOLID BLOCK W/ 24) NAILING z * + ATTACH 2x4 STUDS TO REQUIREMENTS THIS (2) 10d NAILS @ 3" O.C. DETAIL FOR ALL TOP o + WITHIN 48" OF SPLICE TOP PLATE W/ (3) 12d TOE -NAILS TYPICAL AT PLATE SPLICE + THEN (2) ROWS 10dLOCATIONS)Cr ALL LOCATION NAILS @ 8" O.C. 4 „ OTHERWISE 2x4 WALL BEYOND AGAINST 2x8 STUDS q�,ATTACHED PER O (WF08/SD3) OVERLAP TOP PLATE w • • AT CORNER TOP SPLICE @ DOUBLE 2X4 TOP NAIL BOTTOM PLATE w `o®r1►11111t1 � ATTACH 2x8 STUDS TO PLATE TOP PLATE W/ 4 12d TO EACH PLY OF BUILT O `��` uW TOE -NAILS TYPICAL UP COLUMN BELOW W/ e�%�,�\�. •'� a 00 ATTACH 2x4 STUDS TO (2) 10d NAILS z Z ° TOP PLATE W/ (3) 12d AT ALL LOCATION o Z:C0 C'j TOE -NAILS TYPICAL AT TOP SPLICE _ E Q S W � * a o. Z Q -� ALL LOCATION m .. w d � v: Oj BOTTOM SPLICE OVER DOUBLE 2x8 TOP TOP PLATE CORNER TRANSITION o �� ' �' �I? co v STUD PLATE j�� ®� °OQ�Q �O J LU F0 TYPICAL TOP PLATE SPLICE @ BRG. WALL TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) O 3/4"=114" C0 O W Q a. LU -- - - — - O J Q MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL NAIL SHEATHING AT FRAME WALL BOTTOM PLATE & 2x DBL TOP PLATE 1 SHEATHING INSTALLED VERTICALLY AT FLOOR SYSTEM (I -JOIST OR SYSTEM42 / FLAT _ *'yl ° ° ° ° ° °—° D= NAIL SPACING 's BEYOND 2 OR HORIZONTALLY TRUSS) TOP & BOTTOM USING (1) ROW OF 8d NAILS @ - ° ° ° ° ° PER NOTE #2 O 3" O.C. SEE WS10 AND WS11 FOR ADDITIONAL INFO. "' �' D T"I " J w c9 LL = 2O NAIL AT DOUBLE TOR PLATE USING (2) ROWS OF 8d M I I SHEATHING PER PLAN 2Z I -- —TT -T1 1T — I WALL SPLICE, FIELD w ? ¢ NAILS @ 3" O.C. WALL DOUBLE TOPD/2 I I O 5 I I I I I I VERIFY IF REQUIRED n w PLATE PER PLAN U ~ 8 u -z O3 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS p 0- LU ~O @ 3" O.C. IN HORIZONTAL CONDITIONS DOUBLE NAIL EDGE SPACING a a o7 z = NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C. C' O III III — I I I I WALL SHEATHING O w U.N.O. ON PLANS. STAGGER ALL VERT. PANEL JOINTSw U) III III I I I I I I SPLICE, SEE SPLICE _ SHEATHING PER PLAN3/8" S= NAIL SPACING W DETAIL. MAX 1/8" O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO a III III I I I I I wO.C. () ¢ OPENING SPACE BETWEEN w HEADER W/ 8d NAILS @ 3" O2ROWS @ TOP & M S S PER NOTE #1 v -- ----. III III I 4 II w � BOTTOM ------ �. III �- (3') II II II II PANELSco ° ° - 0 W III I TVD SINGLE NAIL EDGE SPACING z III AROUND 2x4 SPF SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. C MORE INFO & w/ (2) 16d END NAILS CONNECTION EACH END III 2x8 #2 SPF VERTICAL H- z IQ- IS O @ 24" O.C. w/ EXT. _ _ _ III 71— -11 SHEATHING PER _ W z g NAILING SCHEDULE & + ++ +(4) 12d NAILS EACH 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ INTO TRUSS & (3) 12d EACH VERTICAL TOENAILS INTO OTHER TRANSOM BETWEEN TRUSS LINTELS LINTEL PER PLAN SLOPE AS REQ'D LL O U 00 2x6 #2 SYP P.T. CONT. �_� HEADER @ POCKET SLIDER . w/ (2) 1/4" x 3 1/2" "U_ TAPCONS @ 12" O.C. — SPACED EVENLY VERTICALLY CUT TO FIT 2x6 STUD PER PLAN 2x8 w/ (2) 10d NAILS @ POCKET SGD EACH VERTICAL ATTACHMENT BY BUILDER SHEATHING DIAGRAM 'SO2 HEADER @POCKET SLIDER W/ TRANSOM 110II NOTE: PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.C. DOUBLE 2x4 TOP NAIL FIELD INSTALLED PLATE LENGTHS MUST PENETRATION OF WITHIN 48" OF SPLICE PLATE TOP PLATE TO FRAME BE AT LEAST 8'-0" MORE THAN 50% OF THEN (2) ROWS 10d NAILS PROVIDE 2x4 ON TOP WALL OR PRE - LONG. TYP. TOP PLATE WIDTH @ 8" O.C. OTHERWISE OF 2x8 TO PAD OUT ASSEMBLED WALL INSTALL SIMPSON TOP PLATE. ATTACH PANEL W/ (2) 10d NAILS PSPN516Z W/ (12) 16d W/ (2) 10d NAILS 3" O.C. @ 8" O.C. (FOLLOW NAILS TYP TOP & BOT (SOLID BLOCK W/ 24) NAILING z * + ATTACH 2x4 STUDS TO REQUIREMENTS THIS (2) 10d NAILS @ 3" O.C. DETAIL FOR ALL TOP o + WITHIN 48" OF SPLICE TOP PLATE W/ (3) 12d TOE -NAILS TYPICAL AT PLATE SPLICE + THEN (2) ROWS 10dLOCATIONS)Cr ALL LOCATION NAILS @ 8" O.C. 4 „ OTHERWISE 2x4 WALL BEYOND AGAINST 2x8 STUDS q�,ATTACHED PER O (WF08/SD3) OVERLAP TOP PLATE w • • AT CORNER TOP SPLICE @ DOUBLE 2X4 TOP NAIL BOTTOM PLATE w `o®r1►11111t1 � ATTACH 2x8 STUDS TO PLATE TOP PLATE W/ 4 12d TO EACH PLY OF BUILT O `��` uW TOE -NAILS TYPICAL UP COLUMN BELOW W/ e�%�,�\�. •'� a 00 ATTACH 2x4 STUDS TO (2) 10d NAILS z Z ° TOP PLATE W/ (3) 12d AT ALL LOCATION o Z:C0 C'j TOE -NAILS TYPICAL AT TOP SPLICE _ E Q S W � * a o. Z Q -� ALL LOCATION m .. w d � v: Oj BOTTOM SPLICE OVER DOUBLE 2x8 TOP TOP PLATE CORNER TRANSITION o �� ' �' �I? co v STUD PLATE j�� ®� °OQ�Q �O J LU F0 TYPICAL TOP PLATE SPLICE @ BRG. WALL TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) O 3/4"=114" C0 O W Q a. LU -- - - — - O J Q MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL NAIL SHEATHING AT FRAME WALL BOTTOM PLATE & 2x DBL TOP PLATE 1 SHEATHING INSTALLED VERTICALLY AT FLOOR SYSTEM (I -JOIST OR SYSTEM42 / FLAT _ *'yl ° ° ° ° ° °—° D= NAIL SPACING 's BEYOND 2 OR HORIZONTALLY TRUSS) TOP & BOTTOM USING (1) ROW OF 8d NAILS @ - ° ° ° ° ° PER NOTE #2 O 3" O.C. SEE WS10 AND WS11 FOR ADDITIONAL INFO. "' �' D T"I " J w c9 LL = 2O NAIL AT DOUBLE TOR PLATE USING (2) ROWS OF 8d M I I SHEATHING PER PLAN 2Z I -- —TT -T1 1T — I WALL SPLICE, FIELD w ? ¢ NAILS @ 3" O.C. WALL DOUBLE TOPD/2 I I O 5 I I I I I I VERIFY IF REQUIRED n w PLATE PER PLAN U ~ 8 u -z O3 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS p 0- LU ~O @ 3" O.C. IN HORIZONTAL CONDITIONS DOUBLE NAIL EDGE SPACING a a o7 z = NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C. C' O III III — I I I I WALL SHEATHING O w U.N.O. ON PLANS. STAGGER ALL VERT. PANEL JOINTSw U) III III I I I I I I SPLICE, SEE SPLICE _ SHEATHING PER PLAN3/8" S= NAIL SPACING W DETAIL. MAX 1/8" O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO a III III I I I I I wO.C. () ¢ OPENING SPACE BETWEEN w HEADER W/ 8d NAILS @ 3" O2ROWS @ TOP & M S S PER NOTE #1 v -- ----. III III I 4 II w � BOTTOM ------ �. III �- (3') II II II II PANELSco ° ° - 0 W III I TVD SINGLE NAIL EDGE SPACING z III AROUND III I I I I I I 2x STUDS BEYOND, � O ROOF SHEATHING III OPENING III I I I I I I SEE PLAN FOR MORE W � PROVIDE PIECE OF III III II I I I INFO H- z IQ- IS O SHEATHING BETWEEN _ _ _ III 71— -11 III I I I I I I _ W z g EXTERIOR WALL I I I I I I I I I I I I I I I I I I ai SHEATHING & BLOCKING. ILL IJ — — Jl _ _I L_ � m SHEATHING TO HAVE —�— — _ _ ------ (nLLJ Ly SAME THICKNESS& 0 0 LL O U 00 STRENGTH ORIENTATION �_� HEADER @ POCKET SLIDER FLOOR SYSTEM "U_ AS EXTERIOR WALL — — — — — — SHEATHING CUT TO FIT 2x BOTTOM PLATE STUD PER PLAN JOINT, MAX: 1/8" GAP OPENING SIZE 1 BEYOND SEE PLAN '0100, 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 2x4 #2 SPF BLOCKING @ 24" O.C. w/ (2) 16d END NAILS EACH END SEE WALL CLIP DETAIL FOR MORE INFO LINTEL PER PL" POCKET SGD ATTACHMENT BY BUILDER 'S03 HEADER a POCKET SLIDER U > O 2x8 TO UNDER SIDE OF Uo ROOF SHEATHING CONNECTION + ro w Ix 2x8 #2 SPF VERTICAL pq 0 @ 24" O.C. w/ EXT. 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SDS CL Q N SCREWS @ 16" O.0 Z O MAX.; z (� EXTERIOR WALL/TRUSS TO GABLE END STUDS p w/ (2) 1/4" X 3%s" SIMPS. ¢O < W p SDS SCREWS @ 16" W> > O.C. MAX.; p W TO MASONRY w/ 2x6 0 .J Uj 12 PT SYP #2 LEDGER w/ w _ W0) (2) 1/4" x 2 3/4" r W " W 4 (MIN.) TAPCONS AT 12" O.C, z a SIMPSON H3 CLIP 1---- SHEATHING PER PLAN 2x4 SYP #2 LEDGER. x CY TO STUDS OR BEAM w/ (4) 10d NAILS FOR (2) 1/4" X 41/" SIMPS.7 CONV. FRAMED MEMBERS ONLY O Uj SDS SCREWS @ 16" U Q oO . z O.C. MAX.; d' TO GABLE END STUDS z Q d' W/ (2) 1/4 X 3/Z SIMPS.O a- 0.CD M SDS SCREWS @ 16" 3'-0" MAX FASCIA PER o O.C. MAX.; COMMUNITY SPECS u) STRUCTURAL ENG: MCD TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR w DRAFTING: SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" I-- STRUCT: DP O.C. v - - - - ----� _. -------- - O.C. MAX. QC CHECK: CC SIMPSON H3 CLIP DESIGNED FOR SHINGLE ONLY U JOB No. PSQ-0204603 Q SCALE: AS INDICATED rSD01 TYPICAL SHED ROOF DETAIL 1/2"=1 -0 w DATE: 03/05/18 ' �.,._.i •._. W H COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. TYPICAL TRUSS TO FRAME CONNECTION. ND RD MIN 2x4 SPF #2 STUDS WINDOW AS @ 16" O.C. SEE PLAN MTSC40 POST ABV. TO SCHEDULED FOR MORE INFO. POST BELOW U.N.O. PROVIDE SOLID EXTERIOR FINISH PER PLAN INT. FINISH PER PLAN BLOCKING WITHIN FLR. F I SYSTEM TO MATCH PRE-ENGINEERED TRUSS STRAP - SEE PRE-ENGINEERED FLOOR SHEATHING & SHEATHING PER U _ •,° 'n. ao ROOF TRUSS - SEE FRAMING PLAN FOR ROOF TRUSS - SEE NAILING PER FLOOR DETAIL WF10/SD4 Z v :Go z FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR FRAMING NOTES 2x STUDS , SEE FRAMING PLAN FOR p = p ®w00 Z 2 U _ LOCATION &SPACING LOCATION &SPACING _ ®Q ;cam d . O STRUCTURAL COL PER STRUCTURAL COL PER 2x4 #2 SYP BLOCKING ri SPACING AND GRADE m : Z6-:•� z CO �.•�oj p Q PLAN FOR SIZE AND PLAN FOR SIZE AND @ 48" O.C. W/ (2) 12d AND SEE ARCH PLAN s �b�'•...•®®®.•'•• �C�ev`` Q p COL. DIMENSION FRAMING PLAN FOR REQ'D # OF STUDS REQ'D # OF STUDS TOENAILS EACH END TO VERIFY SIZE o e'�',' * p�`e Q O 2x BOTTOM PLATE W/ CONNECTIONS 2x BOTTOM PLATE W/ J ®�s1111ew��,e� J MID -SPAN BLOCKING REFER TO PLAN FOR U 0. (2) 12d AT 12" O.C. 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TRUSS TO _ NO MOISTURE CONNECTION PER FRAMING PLAN & CMU W/ STRAP PER O s STANDARD CONNECTOR J BARRIER (FELT PAPER PLAN ALL THREAD W/7" MIN. NOTES OR SIM) IS PROVIDED EMBEDMENT INTO TIE (1) SIMPSON LSTA30 MASONRY WALL PER (1) ROW 8d NAILS @ 3" BEARING REFER TO BEAM USING SIMP. SET STRAP CENTERED FLOOR TRUSS SEEI..' FLOOR TRUSS PER BETWEEN COLUMN PLAN O.C. WALL SHEATHING � SEE PLAN FOUNDATION PLAN EPDXY \ FRAMING PLAN FOR TO BOTTOM PLATE m ... , . <,. PLAN AND GIRDER/BEAM NOTE: ALL FLOOR w '' • • FOR FTG: CONNECTION INFO. 118" GAP BETWEEN _ a. PROVIDE SOLID BELOW W/ (22) 1 O TRUSSES TO BE P.T. IF a Z BOND BEAM _ INFORMATION SEE DETAIL WS1ITHIS SHEATHING & CMU Q =� �' • I=I I -'I BLOCKING BELOW NAILS FLOOR GIRDER OR NO MOISTURE _ FLOOR SYSTEM DRAFT I I—I '' �; :: :..'�` I I—III— SHEET FOR MORE ORE INFO COLEVEN WITHIN 0 STOPPING AT 1000 SQ I--- - -- _=I MASONRY WALL SEE BEAM; SEE PLAN BARRIER (FELT PAPER 2x4 PT SILL PLT. IF U 1— FT MAX: DRAFT — I=III = FLOOR TRUSS OR SIM) IS PROVIDED KNEEWALL 0 LINTEL AS PER PLAN STOPPING MATERIALS PLAN FOR MORE INFO ¢ 0" MIN THICKNESS SHALL S03 TYPICAL TWO STORY COL. @ GIRDER SO TYPICAL GIRDER COL. CONNECTION fiSO TYPICAL GIRDER COL. @ HIGH BEAM fisfkTWO STORY PARALLEL FLOOR CONNECTION C BE 1/2" GYP BOARD OR III W SEE PLAN 15/32 OR 7/16 OSB. 3/4"=11-0113/4"=11-0113/4 -1-0 3/41.=11 0. Q ATTACH TO FLOOR z - - — — — --- _.......... _._.... _.- TRUSS W/ 8d NAILS AT NOTE: 16" O.C. TOP AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN PRECAST SILL OR SILL BOTTOM CHORDS WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND PER WINDOW BOTTOM AND ALONG EACH SIDE W/ (2) A34 CLIPS OF OPENING TO TRANSFER MANUFACTURER LATERALLOADS WRITTEN 2x 2ND FLOOR STUDS u. SEE PLAN FOR MORE (2) SIMPSON LSTA18 Om W STRAPS CENTERED @ O A A FLOOR W/ (14) 10d 0 SEE FLOOR FRAMING NAILS 8 U PLAN FOR FLOOR SPECIFICATIONS aA ° vo�� SYSTEMINFO, Ld W SOLID SHEATHING @ SOLID SHEATHING @ ATTACH 2x STUDS W/ (3) 2x STUDS m g EXT FINISH PER PLAN V J HEADER U l �. 7 b9QDpciC�' (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. � � ./ z HEADER ` p� SIMPSON SP4 W/ (6) STRAPS CENTERED @ oe� Q. VERT REINF. BEYOND F SIMPSON SP4 W/ (6) �� "" -A m . SIMPSON LSTA24 �$yFF (USE SP6 @ 2x6 SOTUDS SIMPSON LSTA24 <� syFFr (USE SP6 @ 2x6 STUDS NAOOR W/ (14) 10d CALIFORNIA CORNER A p 1. ... m T STRAP W/ 22 10d ILS (2) SIMPSON LSTA18 IT Z MASONRY WALL PER '�°J � STRAP W/ (22) 10d & SP8 @ 2x8 STUDS) ( ) & SP8 @ 2x8 STUDS) ¢ Z PLAN NAILS. BEND STRAP NAILS. BEND STAP (2) SIMPSON META16 STRAPS CENTERED @ m W �.� .. CONC. SLAB - OVER TOP PLATE MAX. (2) 2x SPF TOP PLATE OVER TOP PLATE MAX. (2) 2x. SPF TOP PLATE FLOOR TRUSS TO FLOOR W/ (14) 10d p QCD SEE FOUNDATION 3", THEN RUN DOWN S U.N.O. ON PLAN 3", THEN RUN DOWN U.N.O. ON PLAN MASONRY WALL NAILS z W U ti w PLAN FOR MORE INFO FACE OF JAMB STUDS/ FACE OF JAMB STUDS/ HEADER - SEE 2ND (3) 2x STUD PACK � rn 1-- 8 FIN. FLR. HEADER HEADER - SEE 2ND HEADER EXT. SHEATHING ATTACH PER NAILING U 06 va Q U) � �:�. FLOOR PLAN FOR MIN. �/ HEADER SIZE & REQ'D J Z Fw- z > J oo S FLOOR PLAN FOR MIN. FLUSH W/ FACE OF SCHEDULE O Z a JAMB STUDS ATTACH 2x STUDS W/ Q m ao EXTERIOR SHEATHING HEADER SIZE & REQ'D MASONRY ATTACHED w q O J ,, GRADE �# FROM TOP OF WALL JAMB STUDS PER NAILING J U h p } Q o TO BOT. (RIBBON/ EXTERIOR SHEATHING SCHEDULE; PROVIDE (2) 16d NAILS @ 6 O.C. (4) 2x STUDS = O O W v 0 SEE FOUNDATION BEAM) ATTACHED PER FROM TOP OF WALL 1/8" GAP BETWEEN 4 —2 AIL FOR FTG INFO NAILING SCHEDULE. IF HEADER IS UPSET TO BOTTOM OF FLOOR SHEATHING AND STANDARD CORNER A -A J 0 Q � z w w E DETAILS AND WINDOW IS SYSTEM (RIBBON / w ~ Z � z w z E MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE O z w Q Z ' (2) 2x SILL AT WINDOW LOWER: (1) 2x SILL BEAM) ATTACHED PER IF HEADER IS UPSET z h- Q U <:Z) W/ 2x CRIPPLE STUDS AND WINDOW IS 'MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR zq � J o - PLATE W/ 2 1Od NAILING SCHEDULE. q I-- <C 2 w C7 SYSTEM IS 18 TO 36 DEEP USE MSTC66 W/ 6b 16d p � AT EA. END NAILED TO O LOWER; 1 2x SILL Lo TOENAILS. EXT. O 1 PLAN SINKERS AND (14) Y4'X2 Y4' TITENS TO MASONRY p W Z O STUD PACK W/ 10d PLATE W/ (2) Od HEADER OPENINGS v Q 0 •- NAILS @ 8" O.C. THEN LESS THAN 4FT:(1) 2x TOENAILS. EXT. Q = O SO TYPICAL TWO STORY SECTION -SYSTEM 42 STUDS @ 16" O.C. HEADER OPENINGS4S�092nd FLOOR CORNER FRAMING ATTACHMENT z _ 3/4"=1'-0" ATTACH SILL W/ 2 1Od SILL PLATE W/ (2) 1 G LESS THAN 4FT:(1) 2x O TOENAILS. OPENING 3/4"=1'-0" � TOENAILS AT EA. END LARGER THAN 4FT: (2) SILL PLATE W/ (2) 10d 00 OF SILL (MAX OPEN'G 2x SILL PLATE W/ A35 TOENAILS. OPENING O N WIDTH 4'-0"). USE A35 (2) 2x SILL AT WINDOW LARGER THAN 4FT: (2) FLOOR SHEATHING & SHEATHING PER 3/4 FLOOR SHEATHING SHEATHING PER PLAN IL Q CLIPS EACH SIDE W/ 2x W/ 2x CRIPPLE STUDS CLIP AT EA. END FOR 2x SILL PLATE W/ A35 NAILING PER FLOOR DETAIL WF10/SD4 ATTACHED PER ATTACH PER NAILING �; 1, - CLIP PER PLAN CRIPPLES @ 16" O.C. AT EA. END NAILED TO O OPENINGS GREATER CLIPS EACH SIDE W1 2x FRAMING NOTES 2x STUDS SEE NAILING SCHEDULE SCHEDULE z Q ATTACH PER NAILING THAN 4' BUT LESS W/ (2) 10d TOENAILS STUD P 8" O.C.10d = T&B (PLYWOOD NAILS @ 8" O.THEN CRIPPLES @ 16" O.C. FRAMING PLAN FOR UNDER WINDOWS AND 2x STUDS ,SEE o � SCHEDULE, THAN 6' SHEATHING REQ'DW/ (2) 1 Od TOENAILS SPACING AND GRADE GIRDERS: BLOCK FRAMING PLAN FOR p co < W o CONTINUOUS FROM STUDS @ 16" O.C. T&B (PLYWOOD AND SEE ARCH PLAN SOLID BETWEEN SPACING AND GRADE o W > > SIMP. HTT4 T&B) ATTACH SILL W/ (2) 10d RIBBONS W/ SIMPSON AND SEE ARCH PLAN W W TOP OF TOP PLATE TO SHEATHING REQ'D Z GIRDER TRUSS PER BOTTOM PLATE. W/ (18) 1 O x 22' NAILS SEPARATE SHEATHING TOENAILS AT EA. END SYS. 42 FLOOR TO VERIFY SIZE p T&B) TRUSSES 24" O.C.TO POST (U.N.O. ON @ A35 EA. END TO VERIFY SIZE � O = W PLAN UNDER WINDOW OF SILL (MAX OPEN'G 2x BOTTOM PLATE W/ 2x BLOCKING FOR 2x BOTTOM PLATE W/ w = W BEARING WALL PER FRAMING WIDTH 4'-0" USE A35 (MAX) "" FRAMING PLAN) & e )' "" @ "' p � PLAN ALL THREAD W/ 7" MIN. (2) 12d @ 12 O.C. ATTACHMENT WALL (2) 12d 12" O.C. � W � W CLIP AT EA. END FOR EMBEDMENT INTO TIE OPENINGS GREATER (1) ROW 8d NAILS @ 3 O (1) ROW 8d NAILS @ 3 z Vi a DOUBLE BOTTOM O.C. WALL SHEATHING 12d TOENAILS O.C. WALL SHEATHING q Q W BEAM USING SIMP. SET THAN 4' BUT LESS EA. END TO BOTTOM PLATE PLATE TO BOTTOM PLATE/ EPDXY (2) H5 EA. FLOOR THAN 6 � TOP RIBBON 2x SYP #2 RIBBON (MIN i' TRUSS TO DOUBLE � 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS W/ (4) �' W 05 U 0 2x TOP & BOT. ~ 2x4) TO TRUSS W/ (4) 16d NAILS; BOTTOM O ) M. BOTTOM PLATE, SLIT � � ,Z: FLOOR DECKING TO RIBBONS, CONT. 16d NAILS; BOTTOM RIBBON TO BE PT IF o O SEE TRUSS LAYOUT CL M ACCOMMODATE NOTE: ALL FLOOR RIBBON TO BE PT IF BRG DIRECTLY ON z FOR HANGER STRAP TRUSSES TO BE P.T. IF \ (1) SIMPSON LSTA30 STRAP CENTERED BRG DIRECTLY ON CMU CMU LL NO MOISTURE BARRIER BETWEEN COLUMN SEE FRAMING PLAN (2) ROWS 8d NAILS @ I (2) ROWS 8d NAILS @ w FELT PAPER OR SIM) IS ' 3" O.C. WALL SEE PLAN FOR 3" O.C. TYP. WALL m STRUCTURAL ENG: MCD ( '' AND GIRDER/BEAM FOR FLOOR � 2x RIBBON OR PROVIDEDo r' SHEATHING TO SIMPSON META16 AT CANTILEVER SHEATHING TO EA. LL- - BLOCKING W/ (4) 16d SEE FRAMING PLAN BELOW W/ (22) 10d CONNECTION MASONRY WALL PER DRAFTING: d TOENAILS IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR NAILS PLAN I..' BOTTOM RIBBON MASONRY OR MTS12 RIBBON 1 OR (3) 6 FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION NOTE: ALL FLOOR 1/8" GAP BETWEEN AT WOOD FRAME I—-STRUCT: DP CMU WALL BELOW PER DETAIL INCDICATED ON WALL NOTE: ALL FLOOR U _ SHEATHING &CMU TRUSSES TO BE P.T. IF � QC CHECK CC FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING FLOOR GRIDER OR TRUSSES TO BE P.T. IF W NO MOISTURE REQ'D ON EITHER SIDE OF WALL. IF WF02/SD6 BELOW JAMBS BEAM NO MOISTURE TRUSS TO CMU W/ MASONRY OR FRAME 0) JOB No. PSQ-0204603 TRUSS PER PLAN IS INDICATED, BASE STRAPS ARE REQ'D ON MASONRY WALL SEE BARRIER (FELT PAPER STRAP PER STANDARD WALL PER PLAN BARRIER (FELT PAPER SCALE: AS INDICATED BOTH SIDES OF THE WALL PLAN FOR MORE INFO OR SIM) IS PROVIDED CONNECTION NOTES' OR SIM) IS PROVIDED z w DATE. 03/05/18 S1 FLOOR TRUSS TO GIRDER CONNECTION SO HEADER CONNECTION @ 2nd FLOOR SO HEADER CONNECTION @ 2nd FLOOR HIGH BM S1 TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION w 3/4"=1'-0° 3/4"=1'-0"" 3/4"=1'-0"" 3/4"=1'-0" 3/4"=1'-b" m s - 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. SD5 SEE STA A CONNECTOR NOTES J TYPICAL TRUSS TO � FRAME CONNECTION. z SEE STANDARD REFER TO PLAN FOR o CONNECTOR NOTES BUILT-UP COLUMN m w INFO. BEARING 110 PRE -ENG. FLOOR SEE PLAN SYSTEM - IF NO FLOOR 04 SYSTEM INSTALL z KNEEWALL & PROVIDE SOLID BLOCKINGUNDER o COLUMN w DBL. TOP PLATE ABOVE SEE ARCHITECTURAL w °`��111t1111/��®� PLAN FOR OVERHANG HDR. PER PLAN BAND JOIST & BLKG `°°°® c INFO OR LVL GIRDER 0 b •• w A\c-® ® MIN 2x4 SPF #2 STUDS WINDOW AS @ 16" O.C. SEE PLAN MTSC40 POST ABV. TO SCHEDULED FOR MORE INFO. POST BELOW U.N.O. PROVIDE SOLID EXTERIOR FINISH PER PLAN INT. FINISH PER PLAN BLOCKING WITHIN FLR. F I SYSTEM TO MATCH PRE-ENGINEERED TRUSS STRAP - SEE PRE-ENGINEERED FLOOR SHEATHING & SHEATHING PER U _ •,° 'n. ao ROOF TRUSS - SEE FRAMING PLAN FOR ROOF TRUSS - SEE NAILING PER FLOOR DETAIL WF10/SD4 Z v :Go z FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR FRAMING NOTES 2x STUDS , SEE FRAMING PLAN FOR p = p ®w00 Z 2 U _ LOCATION &SPACING LOCATION &SPACING _ ®Q ;cam d . O STRUCTURAL COL PER STRUCTURAL COL PER 2x4 #2 SYP BLOCKING ri SPACING AND GRADE m : Z6-:•� z CO �.•�oj p Q PLAN FOR SIZE AND PLAN FOR SIZE AND @ 48" O.C. W/ (2) 12d AND SEE ARCH PLAN s �b�'•...•®®®.•'•• �C�ev`` Q p COL. DIMENSION FRAMING PLAN FOR REQ'D # OF STUDS REQ'D # OF STUDS TOENAILS EACH END TO VERIFY SIZE o e'�',' * p�`e Q O 2x BOTTOM PLATE W/ CONNECTIONS 2x BOTTOM PLATE W/ J ®�s1111ew��,e� J MID -SPAN BLOCKING REFER TO PLAN FOR U 0. (2) 12d AT 12" O.C. ' • — DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE 2x4 #2 SYP ANGLE (2) 12d @ 12" O.C. w m �-'- N BUILT-UP COLUMNAGAINST TRUSS x 2x BOTTOM PLATE 2x BOTTOM PLATE „ (1) ROW 8d NAILS @ 3" 3/4" FLOOR SHEATHING INFO. �- VERTICAL @ 48 O.C. O.C. WALL SHEATHING INSULATION PER PLAN ATTACHED PER 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING W/ (3) 12d NAILS EACH O SEE DETAILS WS10, NAILING SCHEDULE �'"— BEARING WALL PER END TO BOTTOM PLATE/ z ATTACHED PER ATTAGHED PER WS11 OR WS13 FOR PLAN BEYOND TOP CHORD NAILING SCHEDULE NAILING SCHEDULE O W ADDITIONAL FLOOR TRUSSES SEE COLUMNS > Q PLAN FOR DEPTH AND MID -HEIGHT BLOCKING OR FIELD FRAME 2x4 SS O INFORMATION THIS SYS. 42 FLOOR W O SHEET DIRECTION PER BEARING WALL SIMP. HTT4 TRUSSES @ 24" O.C. KNEE WALL, STUDS @ a NOTE: ALL FLOOR SCHEDULE W/(18) 16d x 2z" NAILS (MAX) 16" O.C. W/ (2) 16d NAILS TRUSSES TO BE P.T. IF TO POST U.N.O. ON _-- . COLUMN BASE ( � @EACH END. TRUSS TO _ NO MOISTURE CONNECTION PER FRAMING PLAN & CMU W/ STRAP PER O s STANDARD CONNECTOR J BARRIER (FELT PAPER PLAN ALL THREAD W/7" MIN. NOTES OR SIM) IS PROVIDED EMBEDMENT INTO TIE (1) SIMPSON LSTA30 MASONRY WALL PER (1) ROW 8d NAILS @ 3" BEARING REFER TO BEAM USING SIMP. SET STRAP CENTERED FLOOR TRUSS SEEI..' FLOOR TRUSS PER BETWEEN COLUMN PLAN O.C. WALL SHEATHING � SEE PLAN FOUNDATION PLAN EPDXY \ FRAMING PLAN FOR TO BOTTOM PLATE m ... , . <,. PLAN AND GIRDER/BEAM NOTE: ALL FLOOR w '' • • FOR FTG: CONNECTION INFO. 118" GAP BETWEEN _ a. PROVIDE SOLID BELOW W/ (22) 1 O TRUSSES TO BE P.T. IF a Z BOND BEAM _ INFORMATION SEE DETAIL WS1ITHIS SHEATHING & CMU Q =� �' • I=I I -'I BLOCKING BELOW NAILS FLOOR GIRDER OR NO MOISTURE _ FLOOR SYSTEM DRAFT I I—I '' �; :: :..'�` I I—III— SHEET FOR MORE ORE INFO COLEVEN WITHIN 0 STOPPING AT 1000 SQ I--- - -- _=I MASONRY WALL SEE BEAM; SEE PLAN BARRIER (FELT PAPER 2x4 PT SILL PLT. IF U 1— FT MAX: DRAFT — I=III = FLOOR TRUSS OR SIM) IS PROVIDED KNEEWALL 0 LINTEL AS PER PLAN STOPPING MATERIALS PLAN FOR MORE INFO ¢ 0" MIN THICKNESS SHALL S03 TYPICAL TWO STORY COL. @ GIRDER SO TYPICAL GIRDER COL. CONNECTION fiSO TYPICAL GIRDER COL. @ HIGH BEAM fisfkTWO STORY PARALLEL FLOOR CONNECTION C BE 1/2" GYP BOARD OR III W SEE PLAN 15/32 OR 7/16 OSB. 3/4"=11-0113/4"=11-0113/4 -1-0 3/41.=11 0. Q ATTACH TO FLOOR z - - — — — --- _.......... _._.... _.- TRUSS W/ 8d NAILS AT NOTE: 16" O.C. TOP AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN PRECAST SILL OR SILL BOTTOM CHORDS WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND PER WINDOW BOTTOM AND ALONG EACH SIDE W/ (2) A34 CLIPS OF OPENING TO TRANSFER MANUFACTURER LATERALLOADS WRITTEN 2x 2ND FLOOR STUDS u. SEE PLAN FOR MORE (2) SIMPSON LSTA18 Om W STRAPS CENTERED @ O A A FLOOR W/ (14) 10d 0 SEE FLOOR FRAMING NAILS 8 U PLAN FOR FLOOR SPECIFICATIONS aA ° vo�� SYSTEMINFO, Ld W SOLID SHEATHING @ SOLID SHEATHING @ ATTACH 2x STUDS W/ (3) 2x STUDS m g EXT FINISH PER PLAN V J HEADER U l �. 7 b9QDpciC�' (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. � � ./ z HEADER ` p� SIMPSON SP4 W/ (6) STRAPS CENTERED @ oe� Q. VERT REINF. BEYOND F SIMPSON SP4 W/ (6) �� "" -A m . SIMPSON LSTA24 �$yFF (USE SP6 @ 2x6 SOTUDS SIMPSON LSTA24 <� syFFr (USE SP6 @ 2x6 STUDS NAOOR W/ (14) 10d CALIFORNIA CORNER A p 1. ... m T STRAP W/ 22 10d ILS (2) SIMPSON LSTA18 IT Z MASONRY WALL PER '�°J � STRAP W/ (22) 10d & SP8 @ 2x8 STUDS) ( ) & SP8 @ 2x8 STUDS) ¢ Z PLAN NAILS. BEND STRAP NAILS. BEND STAP (2) SIMPSON META16 STRAPS CENTERED @ m W �.� .. CONC. SLAB - OVER TOP PLATE MAX. (2) 2x SPF TOP PLATE OVER TOP PLATE MAX. (2) 2x. SPF TOP PLATE FLOOR TRUSS TO FLOOR W/ (14) 10d p QCD SEE FOUNDATION 3", THEN RUN DOWN S U.N.O. ON PLAN 3", THEN RUN DOWN U.N.O. ON PLAN MASONRY WALL NAILS z W U ti w PLAN FOR MORE INFO FACE OF JAMB STUDS/ FACE OF JAMB STUDS/ HEADER - SEE 2ND (3) 2x STUD PACK � rn 1-- 8 FIN. FLR. HEADER HEADER - SEE 2ND HEADER EXT. SHEATHING ATTACH PER NAILING U 06 va Q U) � �:�. FLOOR PLAN FOR MIN. �/ HEADER SIZE & REQ'D J Z Fw- z > J oo S FLOOR PLAN FOR MIN. FLUSH W/ FACE OF SCHEDULE O Z a JAMB STUDS ATTACH 2x STUDS W/ Q m ao EXTERIOR SHEATHING HEADER SIZE & REQ'D MASONRY ATTACHED w q O J ,, GRADE �# FROM TOP OF WALL JAMB STUDS PER NAILING J U h p } Q o TO BOT. (RIBBON/ EXTERIOR SHEATHING SCHEDULE; PROVIDE (2) 16d NAILS @ 6 O.C. (4) 2x STUDS = O O W v 0 SEE FOUNDATION BEAM) ATTACHED PER FROM TOP OF WALL 1/8" GAP BETWEEN 4 —2 AIL FOR FTG INFO NAILING SCHEDULE. IF HEADER IS UPSET TO BOTTOM OF FLOOR SHEATHING AND STANDARD CORNER A -A J 0 Q � z w w E DETAILS AND WINDOW IS SYSTEM (RIBBON / w ~ Z � z w z E MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE O z w Q Z ' (2) 2x SILL AT WINDOW LOWER: (1) 2x SILL BEAM) ATTACHED PER IF HEADER IS UPSET z h- Q U <:Z) W/ 2x CRIPPLE STUDS AND WINDOW IS 'MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR zq � J o - PLATE W/ 2 1Od NAILING SCHEDULE. q I-- <C 2 w C7 SYSTEM IS 18 TO 36 DEEP USE MSTC66 W/ 6b 16d p � AT EA. END NAILED TO O LOWER; 1 2x SILL Lo TOENAILS. EXT. O 1 PLAN SINKERS AND (14) Y4'X2 Y4' TITENS TO MASONRY p W Z O STUD PACK W/ 10d PLATE W/ (2) Od HEADER OPENINGS v Q 0 •- NAILS @ 8" O.C. THEN LESS THAN 4FT:(1) 2x TOENAILS. EXT. Q = O SO TYPICAL TWO STORY SECTION -SYSTEM 42 STUDS @ 16" O.C. HEADER OPENINGS4S�092nd FLOOR CORNER FRAMING ATTACHMENT z _ 3/4"=1'-0" ATTACH SILL W/ 2 1Od SILL PLATE W/ (2) 1 G LESS THAN 4FT:(1) 2x O TOENAILS. OPENING 3/4"=1'-0" � TOENAILS AT EA. END LARGER THAN 4FT: (2) SILL PLATE W/ (2) 10d 00 OF SILL (MAX OPEN'G 2x SILL PLATE W/ A35 TOENAILS. OPENING O N WIDTH 4'-0"). USE A35 (2) 2x SILL AT WINDOW LARGER THAN 4FT: (2) FLOOR SHEATHING & SHEATHING PER 3/4 FLOOR SHEATHING SHEATHING PER PLAN IL Q CLIPS EACH SIDE W/ 2x W/ 2x CRIPPLE STUDS CLIP AT EA. END FOR 2x SILL PLATE W/ A35 NAILING PER FLOOR DETAIL WF10/SD4 ATTACHED PER ATTACH PER NAILING �; 1, - CLIP PER PLAN CRIPPLES @ 16" O.C. AT EA. END NAILED TO O OPENINGS GREATER CLIPS EACH SIDE W1 2x FRAMING NOTES 2x STUDS SEE NAILING SCHEDULE SCHEDULE z Q ATTACH PER NAILING THAN 4' BUT LESS W/ (2) 10d TOENAILS STUD P 8" O.C.10d = T&B (PLYWOOD NAILS @ 8" O.THEN CRIPPLES @ 16" O.C. FRAMING PLAN FOR UNDER WINDOWS AND 2x STUDS ,SEE o � SCHEDULE, THAN 6' SHEATHING REQ'DW/ (2) 1 Od TOENAILS SPACING AND GRADE GIRDERS: BLOCK FRAMING PLAN FOR p co < W o CONTINUOUS FROM STUDS @ 16" O.C. T&B (PLYWOOD AND SEE ARCH PLAN SOLID BETWEEN SPACING AND GRADE o W > > SIMP. HTT4 T&B) ATTACH SILL W/ (2) 10d RIBBONS W/ SIMPSON AND SEE ARCH PLAN W W TOP OF TOP PLATE TO SHEATHING REQ'D Z GIRDER TRUSS PER BOTTOM PLATE. W/ (18) 1 O x 22' NAILS SEPARATE SHEATHING TOENAILS AT EA. END SYS. 42 FLOOR TO VERIFY SIZE p T&B) TRUSSES 24" O.C.TO POST (U.N.O. ON @ A35 EA. END TO VERIFY SIZE � O = W PLAN UNDER WINDOW OF SILL (MAX OPEN'G 2x BOTTOM PLATE W/ 2x BLOCKING FOR 2x BOTTOM PLATE W/ w = W BEARING WALL PER FRAMING WIDTH 4'-0" USE A35 (MAX) "" FRAMING PLAN) & e )' "" @ "' p � PLAN ALL THREAD W/ 7" MIN. (2) 12d @ 12 O.C. ATTACHMENT WALL (2) 12d 12" O.C. � W � W CLIP AT EA. END FOR EMBEDMENT INTO TIE OPENINGS GREATER (1) ROW 8d NAILS @ 3 O (1) ROW 8d NAILS @ 3 z Vi a DOUBLE BOTTOM O.C. WALL SHEATHING 12d TOENAILS O.C. WALL SHEATHING q Q W BEAM USING SIMP. SET THAN 4' BUT LESS EA. END TO BOTTOM PLATE PLATE TO BOTTOM PLATE/ EPDXY (2) H5 EA. FLOOR THAN 6 � TOP RIBBON 2x SYP #2 RIBBON (MIN i' TRUSS TO DOUBLE � 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS W/ (4) �' W 05 U 0 2x TOP & BOT. ~ 2x4) TO TRUSS W/ (4) 16d NAILS; BOTTOM O ) M. BOTTOM PLATE, SLIT � � ,Z: FLOOR DECKING TO RIBBONS, CONT. 16d NAILS; BOTTOM RIBBON TO BE PT IF o O SEE TRUSS LAYOUT CL M ACCOMMODATE NOTE: ALL FLOOR RIBBON TO BE PT IF BRG DIRECTLY ON z FOR HANGER STRAP TRUSSES TO BE P.T. IF \ (1) SIMPSON LSTA30 STRAP CENTERED BRG DIRECTLY ON CMU CMU LL NO MOISTURE BARRIER BETWEEN COLUMN SEE FRAMING PLAN (2) ROWS 8d NAILS @ I (2) ROWS 8d NAILS @ w FELT PAPER OR SIM) IS ' 3" O.C. WALL SEE PLAN FOR 3" O.C. TYP. WALL m STRUCTURAL ENG: MCD ( '' AND GIRDER/BEAM FOR FLOOR � 2x RIBBON OR PROVIDEDo r' SHEATHING TO SIMPSON META16 AT CANTILEVER SHEATHING TO EA. LL- - BLOCKING W/ (4) 16d SEE FRAMING PLAN BELOW W/ (22) 10d CONNECTION MASONRY WALL PER DRAFTING: d TOENAILS IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR NAILS PLAN I..' BOTTOM RIBBON MASONRY OR MTS12 RIBBON 1 OR (3) 6 FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION NOTE: ALL FLOOR 1/8" GAP BETWEEN AT WOOD FRAME I—-STRUCT: DP CMU WALL BELOW PER DETAIL INCDICATED ON WALL NOTE: ALL FLOOR U _ SHEATHING &CMU TRUSSES TO BE P.T. IF � QC CHECK CC FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING FLOOR GRIDER OR TRUSSES TO BE P.T. IF W NO MOISTURE REQ'D ON EITHER SIDE OF WALL. IF WF02/SD6 BELOW JAMBS BEAM NO MOISTURE TRUSS TO CMU W/ MASONRY OR FRAME 0) JOB No. PSQ-0204603 TRUSS PER PLAN IS INDICATED, BASE STRAPS ARE REQ'D ON MASONRY WALL SEE BARRIER (FELT PAPER STRAP PER STANDARD WALL PER PLAN BARRIER (FELT PAPER SCALE: AS INDICATED BOTH SIDES OF THE WALL PLAN FOR MORE INFO OR SIM) IS PROVIDED CONNECTION NOTES' OR SIM) IS PROVIDED z w DATE. 03/05/18 S1 FLOOR TRUSS TO GIRDER CONNECTION SO HEADER CONNECTION @ 2nd FLOOR SO HEADER CONNECTION @ 2nd FLOOR HIGH BM S1 TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION w 3/4"=1'-0° 3/4"=1'-0"" 3/4"=1'-0"" 3/4"=1'-0" 3/4"=1'-b" m s - 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. SD5 EXTERIOR SHE/A 1 rl WALL SPLICE DETAILS 12 PER PLAN (2) 2x TOP PLATE -- (2) 2x HEADER SEE — PLAN FOR MORE INFO & CONNECTIONS WINDOW SEE PLAN FOR LOCATION 2x BLOCKING w/ (2) 12d — TOENAILS EACH SIDE IF WALL SHEATHING IS. STOPPED BELOW ROOF LINE ARCHS 2ND STORY WALL F1 BRACING @ 2 STORY FRAME WALL 2x BASE PLATE W/ (2)2x BRG WALL W/ SIMPSON SP2 @ FROM TOP OF WALL TO BOTTOM OF SILL PLATE ATTACH PER r----- ------------------, NAILING SCHEDULE 2x8 MIN. SPF #2 @ 16" TRUSSES @ 24" O.C. USE SIMPSON MTS12 MTS12 MAY BE USED @ BASE.(WHEN MAX. PER PLAN O.C. -SEE. FRAMING SYSTEM BELOW ROOF SHEATHING SEE ARCHS FOR ROOF NOT REQ'D IF STUD IS TO TRUSS BELOW) WATERPROOFING AND 2x4 BLOCKING FINISH ISIMPSON H2.5 EA. I ATTACH PER NAILING SCHEDULE (2) 12d TOE NAILS SIMPSON CS18 PER EACH END TRUSS ANCHOR (SEE — HANGER BY OTHERS ITRUSS BLOCKING W/ SIMPSON I HUC24-2 EACH END, ATTACH PER NAILING USE (4) 10d & (2) 10d SEE PLAN FOR NAILS. UNDER SCHEDULE WINDOW JAMBS USE jk SEE PLAN REQUIREMENTS. PRE-ENGINEERED STUDS TO ALIGN W/ LOW ROOF TRUSS SEE LAN TRUSS PLAN FOR — I DIREC I TRUSS PER PLAN (2) 2x SYP #2 ON MASONRY USE MASONRY (SHOWN) T1USS & MORE INFO META16 @ 24" O.C. OR OR WOOD WALL PER ----- I ° MIN. 2x6 #2 SYP CONT. BUILT-UP STUD S1 SECTION @ COMBO TRUSS SEE FOUND. PLAN FOR FTG. REQ. WINDOW JAMBS USE LEDGER W/ (2) %"x3-1/2" COLUMNS A _1/2„J BOLTS @ 6 FROM EA. END OF SEE CHART FOR REQUIRED JACKS/ KINGS # OF STUDS TO MATCH WALL & WALL OPENINGS @ 32"o.c. @) TOP TRUSS PER PLAN I SDS WOOD SCREWS @ _ — — _ — — — — - BOTTOM OF EA. STUD MAX. W/ 7" MIN. EMBEDMENT & BETWEEN FLOORS PER BEARING WALL 4 16" O.C. MAX. & 3" I FROM EA. END - USE SCHEDULE SCHEDULE FOR MORE INFORMATION, LEDGER PER PLAN I RECESS LEDGER INTO (3) SCREWS FOR 24" I SIMPSON LUS26. USE �-- O.C. I LUS26-2 FOR 2PLY (TRUSS. VERIFY W/ I TRUSS LTLRUSS SHOP RAWINGS L J 2x8 SYP #2 LEDGER W! _ (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT — .__. — — _---------- --- — MIN. (4) 16d NAILS TO ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN EACH STUD (AT EACH w/ (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SDS SCREWS OPT. TRUSS RECESS LEDGER SIDET. USE (4) NAILS) D01 LEDGER @ GIRDERD03 LEDGER @ OPEN TO BELOW 3/4"=1'-0" 3/4"=1'-0" 2x8's MIN. SPF #2 @ 16" -- 2x4 LEDGER W/ (2) — EXTERIOR WALL SHEATHING & O.C. MAX W/ MID POINT�_ 10d NAILS @ 16' O.C. NAILING PER PLAN. SHEATHING C BLOCKING (U.N.O.) EXT. FINISH PER TO 2nd STORY WALL BOTTOM PU ARCHS 2x EXT. AME WALL ATTACH PER NAILING SCHEDULE, MSTAM24 EA. SIDE OF t PER PLAN EA. STUD TO WALL BELOW W/ (9) 10d SHEATHING PER PLAN SIMPSON H10A @ EACH DIAGONAL NAILS AND (5) 1/4"x2 ATTACH PER NAILING BRACE 3/4" TAPCONS PER ° SCHEDULE STRAP; CENTER ° 1/2" THREADED ROD STRAP BETWEEN ° ° 2x8 #2 SYP P.T. SILL CONTINUOUS TO MASONRY WALL AND ° PLATE W/ 1/2" EPDXY FOUNDATION. REFER FRAME WALL ° ANCHOR BOLT OR TO BEARING WALL CONTRACTOR MAY USE J -BOLT W/ MIN. 7" NOTES FOR BASE SIMPSON HTT4 AT rr EMBED. @ 32" O.C. & 3" 2 3/4 CONNECTION WINDOW JAMB STUDS FROM EA.END 2x BOTTOM PLATE, INSTEAD OF INDICATED CONNECT TO DOUBLE EXTERIOR FLAT STRAP. TOP PLATE W/ 16d f INTERIOR FLAT STRAP MAX 1/8" GAP NAILS @ 6" O.C. 2ND STORY 0 IS STILL REQUIRED AT BETWEEN SHEATHING --OFIN. FLOOR JAMB STUD CONDITION AND CMU a SEE ARCHS FOR (2) 2x TOP PLATE FURRING AND INTERIOR FINISHEA;CONT. #5 IN TIE BEAM 2x BEARING WALL PER PLAN, FRAME 2x SYP #2 LEDGER TO MASONRY WALL PER f EXT. FINISH PER CONTINUOUS TO UPPER FLOOR WALL W/ PLAN BOTTOM PLATE OF 1/4" X 3 1/2" SIMPSON WALL SPLICE DETAILS 12 PER PLAN (2) 2x TOP PLATE -- (2) 2x HEADER SEE — PLAN FOR MORE INFO & CONNECTIONS WINDOW SEE PLAN FOR LOCATION 2x BLOCKING w/ (2) 12d — TOENAILS EACH SIDE IF WALL SHEATHING IS. STOPPED BELOW ROOF LINE ARCHS 2ND STORY WALL F1 BRACING @ 2 STORY FRAME WALL 111=1 1-011 EXT. SHEATHING ATTACH PER NAILING SCHEDULE SEE LD02/SD2 FOR MORE INFO. W/ MIN. I" LMfjLD. (W b" O.H. FROM EACH END & @ PER ELEV. 32" O.C. MAX W/ 2x #2 SPF STUDS @ 16" WASHER. ALTERNATE O.C. w/ EXT. SHEATHING CONNECTION: USE 1/2" IF SHEATHING IS NOT FROM TOP OF WALL TO ALL THREAD ROD W/ 711 CONTINUOUS TO BASE BOTTOM OF TRUSS/ MIN. EMBED USING PLATE, SP8 TOP AND GIRDER SEE PLAN FOR SIMPSON SET -XP BOTTOM ARE REQ'D EPDXY @ 6" FROM WINDOW ATTACHMENT P EACH END & @ 32" O.C. C.M.U. WALL PER PLAN INFO. IF WALL SHEATHING ISN'T CONT. M' W/ WASHER LSTA18 STRAPS ARE REQ'D FROM STUDS TO fil=f SECTION @ OPEN TO ABOVE GIRDER BELOW SEE LD02/SD2 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL 2x BRG WALL W/ SDS SCREW @ 16" O.C. 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2x8 #2 SYP SILL PLATE W/ /2' EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END MASONRY WALL PER PLAN 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 @ PRE ENGINEERED 2x8 MIN. SPF #2 @ 16" TRUSSES @ 24" O.C. USE SIMPSON MTS12 MTS12 MAY BE USED @ BASE.(WHEN MAX. PER PLAN O.C. -SEE. FRAMING SYSTEM BELOW PLAN FOR MORE INFO. SEE ARCHS FOR ROOF NOT REQ'D IF STUD IS TO TRUSS BELOW) WATERPROOFING AND 2x4 BLOCKING FINISH BETWEEN STUDS W/ PLYWOOD FLOORING (2) 12d TOE NAILS SIMPSON CS18 PER EACH END TRUSS ANCHOR (SEE (2) 2x4 #2 SYP PLAN PLAN) BLOCKING W/ SIMPSON 111=1 1-011 EXT. SHEATHING ATTACH PER NAILING SCHEDULE SEE LD02/SD2 FOR MORE INFO. W/ MIN. I" LMfjLD. (W b" O.H. FROM EACH END & @ PER ELEV. 32" O.C. MAX W/ 2x #2 SPF STUDS @ 16" WASHER. ALTERNATE O.C. w/ EXT. SHEATHING CONNECTION: USE 1/2" IF SHEATHING IS NOT FROM TOP OF WALL TO ALL THREAD ROD W/ 711 CONTINUOUS TO BASE BOTTOM OF TRUSS/ MIN. EMBED USING PLATE, SP8 TOP AND GIRDER SEE PLAN FOR SIMPSON SET -XP BOTTOM ARE REQ'D EPDXY @ 6" FROM WINDOW ATTACHMENT P EACH END & @ 32" O.C. C.M.U. WALL PER PLAN INFO. IF WALL SHEATHING ISN'T CONT. M' W/ WASHER LSTA18 STRAPS ARE REQ'D FROM STUDS TO fil=f SECTION @ OPEN TO ABOVE GIRDER BELOW SEE LD02/SD2 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL 2x BRG WALL W/ SDS SCREW @ 16" O.C. 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2x8 #2 SYP SILL PLATE W/ /2' EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END MASONRY WALL PER PLAN 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/ 12d 2x BASE PLATE W/ (2)2x BRG WALL W/ SIMPSON SP2 @ SIMPSON SP2 @ TOP & 12d NAILS @ 12" O.C. TOP & SP1 @ BASE. LSTA18 OR @ 24" O.C. TO FLOOR USE SIMPSON MTS12 MTS12 MAY BE USED @ BASE.(WHEN SPI @ BASE. LSTA18 OR LSTA18 TO WALL IS CONT. BRG ON TRUSS SYSTEM BELOW BLOCKING BELOW. STRAP STUDS W/ LSTA18 @ 16" O.C. OR MTS12 MAY BE NOT REQ'D IF STUD IS TO TRUSS BELOW) TRUSS, THEN ATTACH CONNECTED W/ MTS12 3/4" FLOOR SHEATHING ATTACHED USED @ BASE OR LSTA18 PER NAILING SCHEDULE PLYWOOD FLOORING 2x BLOCKING W/ (2) 12d SIMPSON CS18 PER TOENAILS EACH END FLOOR TRUSS PER SEE FLOOR FRAMING (2) 2x4 #2 SYP PLAN EXTERIOR SHEATHING BLOCKING W/ SIMPSON PLAN FOR MORE INFO HUC24-2 EACH END, ATTACH PER NAILING USE (4) 10d & (2) 10d SEE PLAN FOR NAILS. UNDER SCHEDULE WINDOW JAMBS USE jk SEE PLAN REQUIREMENTS. (2) 2x6 W/ HUC26-2. STUDS TO ALIGN W/ LOW ROOF TRUSS SEE LAN TRUSS PLAN FOR (2) 2x4 #2 SYP CONNECTIONS (IF DIREC TRUSS IS CONT, BRG BLOCKING W/ SIMPSON ON MASONRY USE MASONRY (SHOWN) T1USS & MORE INFO META16 @ 24" O.C. OR OR WOOD WALL PER HUC24-2 EACH END, ON WOOD USE HGA PLAN CLIPS @ 24" O.C.) USE (4) 10d & (2) 10d NAILS. UNDER S1 SECTION @ COMBO TRUSS 2x BASE PLATE W/ 12d ROOF SHEATHING SIMPSON SP2 @ TOP & 2x BLOCKING W/ (2) 12d @ 24" O.C. TO FLOOR ATTACHED PER r SPI @ BASE. LSTA18 TOENAILS EACH END SYSTEM BELOW NAILING SCHEDULE OR MTS12 MAY BE EA. END. SIMPS. SP4 TRUSS, THEN ATTACH @ TOP REQ'D USED @ BASE 2x BASE PLATE W! (2) PLYWOOD FLOORING ATTACH PER NAILING SIMPSON CS18 PER 12d NAILS @ 12" O.C. SEE FLOOR FRAMING I \ EXTERIOR SHEATHING W/ (2) 10d TOE NAILS PLAN FOR MORE INFO I ATTACH PER NAILING 3/4" FLOOR SHEATHING SEE PLAN FOR BOTTOM CHORD SCHEDULE ATTACHED PER REQUIREMENTS. ATTACH EACH TRUSS STUDS TO ALIGN W/ NAILING SCHEDULE LAN USING SIMPSON H10A (2) 2x4 #2 SYP U.N.O. ON FRAMING DIREC PLANS BLOCKING W/ SIMPSON T1USS & MORE INFO L — — —` —'" — — HUC24-2 EACH END, duplication, or transfer of t _ _ _ USE (4) 10d & (2) 10d NAILS. UNDER SEE PLAN SEE FOUND. PLAN FOR FTG. REQ. WINDOW JAMBS USE FLOOR GIRDER SEE PLAN FOR CONNECTION SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO "F1TYPICAL CONNECTION @ GIRDER OR BEAM 3/411=11 -011 -COPYRIGHT MCD 2015: The information contained in this docum( (2) 2x6 W/HUC26-2. LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR PLAN CONNECTIONS MASONRY (SHOWN) OR WOOD WALL PER PLAN S14 SECTION @ RAISED HEEL TRUSS ant is copyrighted and is the exclusive property of MONTA CONSULTING r _�-- EXT. SHEATHING FROM ALIGN 2ND FLOOR TOP OF WALL TO DBL STUDS w/ 1ST FLOOR BOTTOM PLATE. IF STUDS If SHEATHING IS NOT WALL SE CONT. ADD BLOCKING (2) 2x SPF#2 BASE @ SHEATHING SPLICE PLATE. ATTACH 1ST PLY W/ (3) 10d TOENAILS W/ (2) 16d NAILS @ EACH EA. END. SIMPS. SP4 TRUSS, THEN ATTACH @ TOP REQ'D 2ND PLY W/ (2) 10d NAILS ROOF SHEATHING @ 12" O.C. ATTACH PER NAILING SIMPSON CS18 PER SCHEDULE WF16/SD6 2x4 SYP#2 BLOCKING W/ (2) 10d TOE NAILS LOW ROOF TRUSS W/ (2) 2x TOP PLATE 16" TALL RAISED HEEL SEE PLAN FOR BOTTOM CHORD BEARING WALL EXTENSION REQUIREMENTS. ATTACH EACH TRUSS STUDS TO ALIGN W/ TO BEARING WALL STUDS ABOVE USING SIMPSON H10A IUSE (3) SREWS IF 24" U.N.O. ON FRAMING PLANS fi F2 SECTION @ 2 -STORY BRG. 3/4"=1'-0" DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of t L-------------------------- J SECTION a— LOW ROOF 3/4"=1'-0" (2) 2x HEADER SEE FLOOR PLAN FOR MORE INFO STA30 HEADER TO BUILT UP STUD 0 1/2" THREADED ROD WITHIN 6" OF BUILT UP COLUMN ABOVE W/ NUT & 2" WASHER TOP & BOTTOM. ,,('I B PROVIDE SOLID BLOCKING - WITHIN FLOOR SYSTEM UNDER BUILT UP COLUMNS (2) 2x SPF TOP PLATES U.N.O. I I I I 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS BELOW x SPF BASE LATE I) •II PRE-ENGINEERED FLOOR SYSTEM KNEEWALL OR BEAM 2X4 #2 SYP NAILER TO STUDS W/ 3-16d @ EA. STUD. ATTACH TRUSS TO NAILER W/ (3) 10d TOE NAILS. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X8 #2 SYP CONT. LEDGER W/ (4) 16d NAILS. ATTACH NAILS INTO END OF EA. FLOOR TRUSS, 24" O.C. MAX. (INSTALL (4) NAILS AT EA. SIDE OF G.T.) SIMPSON LUS26 OR IF 2 -PLY TRUSS SIMPSON LUS26-2 TRUSS TO LEDGER 8" CMU WALL, TYP.. SEE FLOOR FRAMING PLAN FOR MORE INFO. VERIFY PLAN FOR LOCATION AND DIRECTION SP4 TOP & BOTTOM OF EA. STUD U.N.O. SIMPSON CS18 STUDS ABOVE TO HEADER BELOW 1/2" THREADED ROD @ 32" O.C. MAX W/ NUT & 2" WASHER TOP & BOTTOM 2 2x SPF TOP SEE 2NC r---------------------------1 WALL SE PLATES U,N.O. ° ADDITIO INFORM) SIMPSON H2.5 B •• SEE FLOOR PLAN TRUSS TO LEDGER IMIN. 2x6 #2 SYP I )CONT. LEDGER w/ (2) 2x STUDS SEE PLAN /4 x3 SDS WOOD STUDS ABOVE ARE ISCREWS @ 16" O.C. IMAX - EQUALLY 4 & 3" FROM BELOW( (SPACED END OF LEDGER - LEDGER RECESSED 1 11 IUSE (3) SREWS IF 24" INTO TRUSS. VERIFY IO.C. IS REQUIRED w/ SHOP DRAWINGS L-------------------------- J SECTION a— LOW ROOF 3/4"=1'-0" (2) 2x HEADER SEE FLOOR PLAN FOR MORE INFO STA30 HEADER TO BUILT UP STUD 0 1/2" THREADED ROD WITHIN 6" OF BUILT UP COLUMN ABOVE W/ NUT & 2" WASHER TOP & BOTTOM. ,,('I B PROVIDE SOLID BLOCKING - WITHIN FLOOR SYSTEM UNDER BUILT UP COLUMNS (2) 2x SPF TOP PLATES U.N.O. I I I I 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS BELOW x SPF BASE LATE I) •II PRE-ENGINEERED FLOOR SYSTEM KNEEWALL OR BEAM 2X4 #2 SYP NAILER TO STUDS W/ 3-16d @ EA. STUD. ATTACH TRUSS TO NAILER W/ (3) 10d TOE NAILS. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X8 #2 SYP CONT. LEDGER W/ (4) 16d NAILS. ATTACH NAILS INTO END OF EA. FLOOR TRUSS, 24" O.C. MAX. (INSTALL (4) NAILS AT EA. SIDE OF G.T.) SIMPSON LUS26 OR IF 2 -PLY TRUSS SIMPSON LUS26-2 TRUSS TO LEDGER 8" CMU WALL, TYP.. SEE FLOOR FRAMING PLAN FOR MORE INFO. VERIFY PLAN FOR LOCATION AND DIRECTION SP4 TOP & BOTTOM OF EA. STUD U.N.O. SIMPSON CS18 STUDS ABOVE TO HEADER BELOW 1/2" THREADED ROD @ 32" O.C. MAX W/ NUT & 2" WASHER TOP & BOTTOM ALTERNATE CONNECTION: 1/2 ALL AT OPENINGS LARGER THAN THREAD ROD 6” FROM EA. END OF 4'-2" ATTACH TOP PLATE TO ALL CS18 STRAPS TO HAVE MIN WALL, WALL OPENINGS & AT 32" O.C. HEADER WITH LSTA12 BENT 12" END LENGTH ON STUDS W/ MAX (7" MIN.EMBED USING SIMPSON OVER W/ (5) 10d NAILS INTO TOP (18) 8d NAILS SET -XP EPDXY) W/ WASHER PLATE AND (5) 10d NAILS INTO HEADER PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS F1 2 STORY INTERIOR BEARING WALL hese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. W w� z O I_ - w _ © `````0111111111►°° N Uj 00 z cm Q eCO Z N ®° N 90 0U Q i2S-jz ❑ 'moi eeee a°e° �� ��` Ck: ®j Z W o s'®®°°0 I l lei I l 1pp°0���`� m o F— LL O W O W Fn Q a W 0 d W O J J a F— U) W JCL Z o O U F - z Q M U W Fw— W CL C O > W Cz O F U O ° V ) P4 $ o oZl D U �W CO U.. 9 O 0 U) W V_ U z WW O ©ern— E �_ U 06-0U?No-, 8 O CDwz W O Z¢_O_m-,j JUI—❑}� o W ♦^ p¢�'4_ z<0 2W o W J zI.- v, ❑=wz E Z �' O OQ�W�� <G W a OW OM W Z� w o z � 00 Cl* Q N Z �— Z 0 0 o Q W0 z LU k 0 j W u LU Z W V) Ljj Q Q W a =a F- U O W V o O w 0) Z w� a O 0.. C. CO) w ❑ U STRUCTURALENG: MCD LU DRAFTING: U-STRUCT: DP CSC CHECK: CC Qr U) JOB No. PSQ 0204603 J_..._._ . _ ...... ...... .... .._ Q SCALE: AS INDICATED W DATE: 03/05/18 F W U FSD6 - 2 2x SPF TOP PLATES U,N.O. ° (2) 2x HEADER B •• SEE FLOOR PLAN FOR MORE INFO 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS BELOW( ° 1 11 STA30 2x P.T. BASE PLATE SEE HEADER TO BEARING SCHEDULE FOR BUILT UP A.B. INFO STUD AL SEE FOUND. PLAN FOR FTG. REQ. A �STRApS A _1/2„J BOLTS @ 6 FROM EA. END OF SEE CHART FOR REQUIRED JACKS/ KINGS # OF STUDS TO MATCH WALL & WALL OPENINGS @ 32"o.c. @) TOP BOTTOM OF EA. STUD MAX. W/ 7" MIN. EMBEDMENT & BETWEEN FLOORS PER BEARING WALL WASHER SEE BEARING WALL SCHEDULE SCHEDULE FOR MORE INFORMATION, 11 ALTERNATE CONNECTION: 1/2 ALL AT OPENINGS LARGER THAN THREAD ROD 6” FROM EA. END OF 4'-2" ATTACH TOP PLATE TO ALL CS18 STRAPS TO HAVE MIN WALL, WALL OPENINGS & AT 32" O.C. HEADER WITH LSTA12 BENT 12" END LENGTH ON STUDS W/ MAX (7" MIN.EMBED USING SIMPSON OVER W/ (5) 10d NAILS INTO TOP (18) 8d NAILS SET -XP EPDXY) W/ WASHER PLATE AND (5) 10d NAILS INTO HEADER PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS F1 2 STORY INTERIOR BEARING WALL hese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. W w� z O I_ - w _ © `````0111111111►°° N Uj 00 z cm Q eCO Z N ®° N 90 0U Q i2S-jz ❑ 'moi eeee a°e° �� ��` Ck: ®j Z W o s'®®°°0 I l lei I l 1pp°0���`� m o F— LL O W O W Fn Q a W 0 d W O J J a F— U) W JCL Z o O U F - z Q M U W Fw— W CL C O > W Cz O F U O ° V ) P4 $ o oZl D U �W CO U.. 9 O 0 U) W V_ U z WW O ©ern— E �_ U 06-0U?No-, 8 O CDwz W O Z¢_O_m-,j JUI—❑}� o W ♦^ p¢�'4_ z<0 2W o W J zI.- v, ❑=wz E Z �' O OQ�W�� <G W a OW OM W Z� w o z � 00 Cl* Q N Z �— Z 0 0 o Q W0 z LU k 0 j W u LU Z W V) Ljj Q Q W a =a F- U O W V o O w 0) Z w� a O 0.. C. CO) w ❑ U STRUCTURALENG: MCD LU DRAFTING: U-STRUCT: DP CSC CHECK: CC Qr U) JOB No. PSQ 0204603 J_..._._ . _ ...... ...... .... .._ Q SCALE: AS INDICATED W DATE: 03/05/18 F W U FSD6 - (2) 2x12 SYP#2 BEAM PER MIN. 2x8 SYP#2 JOIST (P.T. IF ATTACHING TO MASONRY SCHEDULE REQ'D @ END OF MIN, 2x8 SYP#2 JOISTS WALL) CONT. LEDGER w/ (3) 16d LANDING FOR STRINGERS TO @ LANDING @ 16"O.C. NAILS @ 16" O.C. MAX: TO EACH CONNECT TO. BEAM TO BEAR W/ SIMPSON A35 OR STUD. ((2) 1/4"x3-114" TAPCONS DIRECTLY ON BUILT UP LUS26 HANGER ON @ 16" O.C. MAX. FOR MASONRY COLUMNS BELOW OR EACH SIDE WALL) ALTERNATE HANGER @ RIGHT OF THIS DETAIL A -A PLAN VIEW as 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 OF STEPS AND MIN. TREAD DEPTH — 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 AT LANDING BEAM (#2 SYP) STANDARD (3) 2X12 MAX WIDTH OF LANDING 12'-0" OR LESS (2) 2x12 -- — MIN. (3) 2x SYP #2 _---- 2x4 CONT. TOP PLATE 2x6 VERTICAL @ 6'-0" MAX. 4'-0" ABOVE FLOOR N STRINGERS W/ O.C. MIN. AND @ ANY Z STUDS REQ'D @ END ° STUDS W/ (2) 16d TOE OPENING W/IN X m Q X SIMPSON A34 CLIP TO HANDRAIL z cl) 4(: � 1< OF LANDING W/ MIN. (6) OJ •� ,a1 Z s�, b•• ®•sem !' '✓I �••••••o••• ` Q KNEEWALL 2x4 SILL PLATE W/ (2) `�� O�®®� co ISL FLOOR SYSTEM f 111611P 10d NAILS @ 4" O.C. 16d NAILS FROM Q �y 24" O.C. W/ (2) 12d LL O (NOTCHED @ 2x6 ( FOR REQUIRED TOENAILS BOTTOM 32' VERTICAL LOCATIONS). (2)2x12 SYP#2 HEADER W 2 U) 2x12 STRINGERS ONE NOTCH SILL AND TO BUILT-UP STUD NAILS U) z PLYWOOD FLOORING o W - O COLUMN 2x6 VERTICAL AND O SUPPORT TO SLIDE DOWN TO L -BRACE @ 6-0" O.C. & ATTACH W/ (2) 12d FACE OF TRUSS @ ANY OPENING O � All ATTACH 2x6 VERTICAL /� /`"� INFORMATION. O k °Ld i LINE UP 2xJOIST IN 6" MIN. � iii a W D A34 @ EA. STRINGER TO LANDING A4 $ 2x4 #2 SPF STUDS @ 24" O.C.O.C, W/ (2) 12d CL NOTCH FLOOR 2x4 SILL PLATE W/ (2) LINE WITH MIDDLE � STANDARD (3)2x12 m z F 29 O z -'-' 'C� (/) w u j LU 16d TOE NAIL EA. O 2x12 STRINGER TO BE w- .J W U O SYP#2 STRINGERS W/ --- W - z<CO_jU-jm 0 x JU~0>-O o O W = W ��/ J W UTILIZED AS BLOCKING 10 wo=zwz W O SIMPSON A35 / A34 I ~ Z o< W = a. NAILS @ 4AO.0 TO FLOOR SHEATHING W ~LU W W H�U_0 M W J J W z LL a (3) 16d NAILS @ 16" O.C. NOTCH SILL AND - 1 Od NAILS @ 4 O.C. CLIP TO FLOOR Q a" I I I I OF LANDING FOR MAX. TO EACH STUD. ((2) PLYWOOD FLOORING MIN. 2x8 SYP#2 JOISTS (NOTCHED @ 2x6 2x4 TO TRUSS z SYSTEM & LANDING Q W 2x12 STRINGERS ONE STRINGERS TO 1/4" x3-1/4" TAPCONS @ TO ALLOW VERTICAL VERTICAL LOCATIONS). 0 @ LANDING @ 16"O.C: U) W Q FRAMING ON EACH SIDE AND I I I I CONNECT TO. BEAM 16" O.C. MAX. FOR TO SLIDE DOWN TO _j Z �_ o W/ SIMPSON A35 OR --- ONE @ MID -SPAN III ( TO BEAR DIRECTLY ON 0 0 SCREWS EQUALLY W� p U_ z g LUS26 HANGER ON I I I I BUILT UP COLUMN =� SPACED & CENTERED p CL r I I I BELOW. EACH SIDE = 2x6 VERTICAL AND q IN TRUSS ~ w � 0) Z A35 CONNECTION I I I W U - ° L -BRACE 6'-0" O.C. & P Q MID SPAN BLOCKING WOOD OR MASONRY SDS WOOD SCREWS @ ANY O NTNG � Q•, (2) 2x12 SYP#2 BEAM TO MATCH JOIST ~ Uj PER SCHEDULE REQ'D DEPTH W/ (3) 10d _p @ END OF LANDING TOENAILS EACH END 01 FOR STRINGERS TO M 10" MIN. CONNECT TO. BEAM TO BEAR DIRECTLY ON MIN. 2x8 SYP#2 JOIST (P.T. IF BUILT UP COLUMNS ATTACHING TO MASONRY BELOW OR WALL) CONT. LEDGER w/ (3) rf) ALTERNATE HANGER SEE TABLE FOR MAX. 16d NAILS @ 16" O.C. MAX. @ RIGHT OF THIS WIDTH OF LANDING TO EACH STUD. ((2) 1/4" x 3 DETAIL 1/4" TAPCONS @ 16" O.C. A -A PLAN VIEW � 90 DEGREE TURN LANDING MAX. FOR MASONRY wA") STAIR WINDER DETAIL MIN. (3) 2x SYP #2 STUDS SEE SCHEDULE FOR MAX WIDTH OF LANDING REQ'D @ END OF LANDING W/ MIN. (6) 16d NAILS 11 SEE PLAN FOR DEPTH 3/4" PLYWOOD OR OSB PLYWOOD SHEATHING FROM (2)2x12 SYP#2 OF LANDING SHEATHING OVER - OVER LANDING HEADER TO BUILT UP LANDING ATTACHED MIN. 2x8 SYP#2 JOIST ATTACHED PER STUD COLUMN PER GENERAL FLOOR LEDGER (P.T. IF GENERAL FLOOR OPTIONAL (2)2x12 SYP#2 CONSTRUCTION NOTES ATTACHING TO CONSTRUCTION NOTES ATTACHMENT TO MASONRY WALL) BEAM @END OF CMU/LEDGER IN LIEU OF 16" O.C. LANDING PER BUILT UP COLUMN MID SPAN BLOCKING MAX SCHEDULE OOD: WOOD:2/HUC210-2 W/ TO MATCH JOIST OPTIONAL (2)2x12 SYP#2 (18)16d NAILS TO O DEPTH W/ (3) 10d ATTACHMENT TO CMU/LEDGER LEDGER/SUPPORT AND z TOENAILS EACH END IN LIEU OF BUILT UP COLUMN (10)10d NAILS TO (2)2x12 0 �_5 z WOOD: HU210-2/HUC210-2 W/ (18)16d SYP#2 HEADER NAILS TO LEDGER/SUPPORT MASONRY: HU210-2/HUC210-2 W/ m p AND (10)10d NAILS TO (2)2x12 (18) 1/4"x3-1/4" TAPCONSw © SIMPSON A35 SYP#2 HEADER TO CMU AND (10) 10d 7B U) CONNECTIONS NAILS TO (2)2x12 SYP#2 SEE PLAN FOR HU2 U210-2 W/ (18) HEADER XF MASONRY WALL OR MASONRY OR 1/4"x3-1/4" TAPCONS TO CMU 1/4"x3-1/4" AND (10) 10d NAILS TO (2)2x12 STANDARD (3) 2X12 WOOD WALL FRAME WALLABE SYP#2 HEADER SYP #2 STRINGERS W/ SIMPSON A34 / A35 I"LIP TO FLOOR SYSTEM &LANDING 13-13 CROSS SECTION OF BEAM TO LEDGER FRAMING (2) 2x12 SYP#2 BEAM PER MIN. 2x8 SYP#2 JOIST (P.T. IF ATTACHING TO MASONRY SCHEDULE REQ'D @ END OF MIN, 2x8 SYP#2 JOISTS WALL) CONT. LEDGER w/ (3) 16d LANDING FOR STRINGERS TO @ LANDING @ 16"O.C. NAILS @ 16" O.C. MAX: TO EACH CONNECT TO. BEAM TO BEAR W/ SIMPSON A35 OR STUD. ((2) 1/4"x3-114" TAPCONS DIRECTLY ON BUILT UP LUS26 HANGER ON @ 16" O.C. MAX. FOR MASONRY COLUMNS BELOW OR EACH SIDE WALL) ALTERNATE HANGER @ RIGHT OF THIS DETAIL A -A PLAN VIEW as 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 OF STEPS AND MIN. TREAD DEPTH — 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 AT LANDING BEAM (#2 SYP) JOISTS (#2 SYP) MAX WIDTH OF LANDING 12'-0" OR LESS (2) 2x12 2x8 9'-0" NOTE: 1. STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINIMUM CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDITION OF THE FBC. 2. (2)2x12 SYP#2 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (2)PLY BEAM TOGETHER USING (3)12d NAILS AT 8" O.C. 3. CONTACT EOR FOR CONDITIONS NOT COVERED THIS DETAIL PRIOR TO NOT USED 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 J Q P z w D w o: ti 0 N z O C U PENDING LANDINGCONSTRUCTION. HEIGHT AND PLAN LAYOUT. HEADER WITHIN SUPPORT 3X21'` TO TRUSS W/ (3) X4' x 3" SDS WOOD SCREWS EQUALLY SPACED/CENTERED IN 0 W TOE NAILS 2x4 #2 SPF STUDS @- SEE ARCH PLAN I I _---- 2x4 CONT. TOP PLATE 2x6 VERTICAL @ 6'-0" MAX. 4'-0" ABOVE FLOOR N ATTACH TOP PLATE TO O.C. MIN. AND @ ANY Z �``�"•• �clj ° STUDS W/ (2) 16d TOE OPENING W/IN X m Q X NAILS HANDRAIL z cl) 4(: � 1< I OJ •� ,a1 Z s�, b•• ®•sem !' 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TO TRUSS W/ (3) X4' x 3" SDS WOOD SCREWS EQUALLY SPACED/CENTERED IN 0 W TOE NAILS 2x4 #2 SPF STUDS @- U z x w LU 0 O Uj N oo Z �``�"•• �clj ° • * J m Q ci : W °° . v O' Z - o ►- �: o Q z cl) 4(: � 1< _� OJ •� ,a1 Z s�, b•• ®•sem !' '✓I �••••••o••• ` Q 0 LL _®'�/�S `�� O�®®� co ISL STUD TO BE f 111611P j I- Q �y LL O FOR REQUIRED STUDS W/ (2) 16d TOE 32' O W 2 U) 2x12 STRINGERS ONE HEADER AND NAILS U) z � o W - O ON EACH SIDE AND O SUPPORT SEE ARCH PLAN ATTACH W/ (2) 12d J O � All /� /`"� INFORMATION. O k °Ld i TOENAILS @BOTTOM) oT � iii a W D A34 @ EA. STRINGER TO LANDING A4 $ 2x4 #2 SPF STUDS @ 24" O.C.O.C, W/ (2) 12d CL NOTCH FLOOR 2x4 SILL PLATE W/ (2) J Z z � i� > W IX m z F 29 O z -'-' 'C� (/) w u j LU 16d TOE NAIL EA. O - w- .J W U O 06 U) N 0w 0mr-,c --- W - z<CO_jU-jm 0 x JU~0>-O o O W = W ��/ J W rqi, 4 �uv')R0<-- ZQO�: o 2x ATTACHED TO wo=zwz W O I ~ Z o< W = a. NAILS @ 4AO.0 TO FLOOR SHEATHING W ~LU W W H�U_0 M W J J W z LL a (3) 16d NAILS @ 16" O.C. NOTCH SILL AND - 1 Od NAILS @ 4 O.C. _ - Q a" I I I I OF LANDING FOR MAX. TO EACH STUD. ((2) PLYWOOD FLOORING z (NOTCHED @ 2x6 2x4 TO TRUSS z Q W 2x12 STRINGERS ONE STRINGERS TO 1/4" x3-1/4" TAPCONS @ TO ALLOW VERTICAL VERTICAL LOCATIONS). I ATTACH U) W Q ON EACH SIDE AND I I I I CONNECT TO. BEAM 16" O.C. MAX. FOR TO SLIDE DOWN TO _j Z �_ f- U U) ONE @ MID -SPAN III ( TO BEAR DIRECTLY ON 0 0 SCREWS EQUALLY W� V D U H I I I I BUILT UP COLUMN =� SPACED & CENTERED p CL r I I I BELOW. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND IN TRUSS ~ w � 0) Z A35 CONNECTION WALL SEE PLAN FOR EQUALLY 2x8 P.T. SPF #2 (MIN.) LET -IN MORE INFO FASTEN TO SLAB USING MIN. (3) 2x4 SYP #2 TRUSSTOOUTSIDE IN TRUSS SEE PLAN MIN. (6) 1/4"'x3-1/4"' EVENLY COLUMN SCHEDULE JOIST PER FACE OF TRUSS SPACED TAPCONS @ MIN. SCHEDULE END DISTANCE OF 1-1/2" 2x P.T. BOTTOM PLATE HEIGHT OF LANDING SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR C U PENDING LANDINGCONSTRUCTION. HEIGHT AND PLAN LAYOUT. HEADER WITHIN SUPPORT DOUBLE TRUSS PARALLEL TO FLOOR N.T.S. TO TRUSS W/ (3) X4' x 3" SDS WOOD SCREWS EQUALLY SPACED/CENTERED IN 3 1/4' TOE NAILS 2x4 #2 SPF STUDS @- U z = (/) LU 0 O '`-` "-'- P W WALL COULD BE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER c CL M REQUIRED. SEE PLAN ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE ULL j Q �y FOR REQUIRED STUDS W/ (2) 16d TOE 32' O W 2 Z F— 2x12 STRINGERS ONE HEADER AND NAILS U) z � BELOW (OTHERWISE O z - O ON EACH SIDE AND O SUPPORT SEE ARCH PLAN ATTACH W/ (2) 12d J VJ U All /� /`"� INFORMATION. O k °Ld i TOENAILS @BOTTOM) 0¢ iii a W D A34 @ EA. STRINGER TO LANDING A4 $ 2x4 #2 SPF STUDS @ 24" O.C.O.C, W/ (2) 12d X I NOTCH FLOOR 2x4 SILL PLATE W/ (2) J Z z � i� > W IX m z F 29 O z -'-' 'C� (/) w u j LU 16d TOE NAIL EA. O (� U `- _ QE .J W U O 06 U) N 0w 0mr-,c W TOENAILS BOTTOM z<CO_jU-jm 0 H JU~0>-O o O W = W ��/ J W rqi, 4 �uv')R0<-- ZQO�: o 2x ATTACHED TO wo=zwz W E I ~ Z o< W = a. NAILS @ 4AO.0 TO FLOOR SHEATHING W ~LU W W H�U_0 M W o W z LL a WALL SEE PLAN FOR EQUALLY 2x8 P.T. SPF #2 (MIN.) LET -IN MORE INFO FASTEN TO SLAB USING MIN. (3) 2x4 SYP #2 TRUSSTOOUTSIDE IN TRUSS SEE PLAN MIN. (6) 1/4"'x3-1/4"' EVENLY COLUMN SCHEDULE JOIST PER FACE OF TRUSS SPACED TAPCONS @ MIN. SCHEDULE END DISTANCE OF 1-1/2" 2x P.T. BOTTOM PLATE HEIGHT OF LANDING SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR LU PENDING LANDINGCONSTRUCTION. HEIGHT AND PLAN LAYOUT. HEADER WITHIN SUPPORT DOUBLE TRUSS PARALLEL TO FLOOR N.T.S. TO TRUSS W/ (3) X4' x 3" SDS WOOD SCREWS EQUALLY SPACED/CENTERED IN 3 1/4' TOE NAILS 2x4 #2 SPF STUDS @- U z = (/) LU 0 O '`-` "-'- W WALL COULD BE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER c M REQUIRED. SEE PLAN ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE a Q �y FOR REQUIRED STUDS W/ (2) 16d TOE 32' I ATTACHED TO TRUSS 2 Z F— 2x12 STRINGERS ONE HEADER AND NAILS '�`- � BELOW (OTHERWISE O z - O ON EACH SIDE AND SUPPORT SEE ARCH PLAN ATTACH W/ (2) 12d J ONE @MID -SPAN All /� /`"� INFORMATION. MAX. 4'-0" ABOVE FLOOR i TOENAILS @BOTTOM) 0¢ iii a W O A34 @ EA. STRINGER TO LANDING -"'~-- 2x4 #2 SPF STUDS @ 24" O.C.O.C, W/ (2) 12d X I NOTCH FLOOR 2x4 SILL PLATE W/ (2) J Z z W 2 i� > W IX SHEATHING TO 16d TOE NAIL EA. O .J W U 2x JOIST P.T. IF ( TOENAILS BOTTOM ACCOMMODATE 2x � w = LLI V) 2x ATTACHED TO III (2) 2x12 SYP#2 BEAM ATTACHING TO MASONRY WALL) CONT LEDGER w/ I 2x4 SILL PLATE W/ (2) NAILS @ 4AO.0 TO FLOOR SHEATHING W ~LU W STRINGER I I I PER SCHEDULE @ END (3) 16d NAILS @ 16" O.C. NOTCH SILL AND - 1 Od NAILS @ 4 O.C. _ - a" I I I I OF LANDING FOR MAX. TO EACH STUD. ((2) PLYWOOD FLOORING (NOTCHED @ 2x6 2x4 TO TRUSS z Q W 2x12 STRINGERS ONE STRINGERS TO 1/4" x3-1/4" TAPCONS @ TO ALLOW VERTICAL VERTICAL LOCATIONS). I ATTACH CI Q ON EACH SIDE AND I I I I CONNECT TO. BEAM 16" O.C. MAX. FOR TO SLIDE DOWN TO I W/ (2) Xa"x3" SDS �_ f- U U) ONE @ MID -SPAN III ( TO BEAR DIRECTLY ON MASONRY WALL) FACE OF TRUSS SCREWS EQUALLY W� V D I I I I BUILT UP COLUMN =� SPACED & CENTERED p r I I I BELOW. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND IN TRUSS ~ w � 0) Z A35 CONNECTION I I I TO TRUSS W/ (3) Y4" x 3" "W L -BRACE 6'-0" O.C. & P Q WOOD OR MASONRY SDS WOOD SCREWS @ ANY O NTNG � Q•, WALL SEE PLAN FOR EQUALLY 2x8 P.T. SPF #2 (MIN.) LET -IN MORE INFO FASTEN TO SLAB USING MIN. (3) 2x4 SYP #2 TRUSSTOOUTSIDE IN TRUSS SEE PLAN MIN. (6) 1/4"'x3-1/4"' EVENLY COLUMN SCHEDULE JOIST PER FACE OF TRUSS SPACED TAPCONS @ MIN. SCHEDULE END DISTANCE OF 1-1/2" 2x P.T. BOTTOM PLATE HEIGHT OF LANDING SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR PER FLOOR PLAN N.T.S. QC CHECK. (n JOB No. PSQ-0204603 SCALE: AS INDICATED F. z rST01 GENERAL LANDING &ST03 SECTION HANDRAIL W/ o DATE: 03/05/18 STAIR FRAMING INFO SCALE: 314" = 1'-0" FLOOR TRUSSES SCALE: 3/4" =1'-0" Uj 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. ST1 LU 0 U) STRUCTURAL ENG MGD LU DRAFTING: W -STRUCT: DP CC PER FLOOR PLAN N.T.S. QC CHECK. (n JOB No. PSQ-0204603 SCALE: AS INDICATED F. z rST01 GENERAL LANDING &ST03 SECTION HANDRAIL W/ o DATE: 03/05/18 STAIR FRAMING INFO SCALE: 314" = 1'-0" FLOOR TRUSSES SCALE: 3/4" =1'-0" Uj 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. ST1