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2641 Green Swallow Way 18-2459 (a)SEBkING FLORIDA SERIES PAD SIZE 40'x 60' ISHEET INDEX: 00 COVER SHEET 01.2 SLAB PLAN (OPT. EXT. COV. LANAI) 02.6 FIRST FLOOR (OPT. MASTER BATH- OPT. EXT. COV. LANAI) 03.0 SECOND FLOOR PLAN ELEVATION "C" 04.C2 EXT. ELEVATION C, FRONT & REAR (OPT. EXT. COV. LANAI) 05.C2 EXT. ELEVATION C, LEFT & RIGHT (OPT. EXT. COV. LANAI) 06 STAIR SECTION 07.2 FIRST FLOOR ELECTRICAL PLAN (OPT. EXT. COV. LANAI) 08.0 SECOND FLOOR ELECTRICAL PLAN "C" D1 TYPICAL DETAILS REVIEWED FOR 000F C O MPLIANCE PLANS EXAAAINER r DATE~ - - A PERMIT RA/ IT IS SUED SHALL. Bl. C ii d: 3'RUED 1-0 BE A L.K. ENSF'TO PROCEED WITH I HF, WORK AND NOT AS Ai_tTHI)PITY 1-O VIOLATE, CANCEL i._ :ALTE:R OR SFT ASM ;t. i'' OF THE PROVISION'S OF THF TECHNICAL C(:)D l )R SHALL ISSUANCE PREVENT ��01LDING OFFICIAL FROIv ! : r AF,rER REG,,o.:wiigG A CORRECTION OF ! F2f' ih ir,, PLANS, CONSTRUCTION OR VIOLATIONS OF ii -IIS CODE 1'd,,,M�APACTTON TEST a .,Vlah Inspection 7 � �-IC' J 'AC� �\ # 2 59 FIREVISION SCHEDULE: NO: DATE: DESCRIPTION: BY: 1 05/20/16 REVISED KITCHEN UT, ADD BAY WINDOW, ENLARGE COV. PATIO OPTION, ADD M DATE HALF BATH. HALF BATH UNDER STAIRS RECONF. STAIRS & ENTRY TO ACCO 0 JML/JFT 2 05/23/16 REDUCE COV. PATIO OPTION & ADD EXTENDED COV. PATIO OPTION. JML/JFT 3 01/10/17 MISC. PLAN REVISIONS. JML/JFT 4 10/17/17 ADJUSTED FRONT ENTRY SIDE LITES TO 14" WIDE C.C. 5 10/18/17 APPLIED FRAME WALK REVISIONS FROM WYNDHAM PRESERVE C.C. 6 10/19/17 ADDED 1.75" HEEL TO SIDE & REAR ELEVATIONS C.C. U) U) aA ,.c(0 �U)04coo r- ��.�cr-o.i � 1 0 LO M 0 O O W a- 0 Q U W CO O 0 z w cn z 75 w 0 0 Q a w 0 vi z ¢ J W W 0 W 2 F -- Z C' (% 7 W D z ¢ Q w Q vi z Q J a w cn w z cD 0 U Q J z 0 0 c) cn Ofw w Of m w w cn w 0 w Of ¢ c� cn Y CL¢ 0 N c� c� a- 0 U i °a O pe r o m' cis c 0 z I d >©• LEJ S2 co LL I0 ®�►saaaa°°°°® C:) 0 C:> CV E *k cM V iC u - U) U) aA ,.c(0 �U)04coo r- ��.�cr-o.i � 1 0 LO M ool.L. 3 Z �Z �g � a uj 7 0 o W ¢ Y ¢ W O Ln N OE O N w z o L 'a u N (n ' CD CCU:T Li Q) C:v- W 7-1 n � O N � J _z z Q_ F- m 0 c O O Q cr � O M o z �" a M O LL h o o � � N o O`o i O � z Lfl- '� > L o N C a No w Q Lu Ln 0 a. m L w F - � w ¢ i z w o 0 ¢ ISSUE DATE 04/27/2018 REVISIONS 0 or_ w PROJECT: 18-0256 z SCALE: AS NOTED_ Z DRAWN BY: JML & JFT DESIGNED BY: MJS COVER PAGE In t? ED dn'.n"' 114a 9'-4n .411 8,-0" 8�� 1 �,4�� 161-01p 40'-0" Slab Plan"A,B,C" (Opt. Ext. Cov. Lanai) SCALE: 1/8 = T-0" (11x17) 1/4" = TV (22x34) 0 w 0 0 O a w d- 2 O 0 z w v� CD z cn W 0 0 z ¢ cn w 0 vi z J 0 - Li co w Z N W 0 z Q W Ci 1 Z ¢ J a w W z w 0 C) a Z O mi ii O U w N W m w 0-1w s V) w a s w a 0 Y ¢ GENERAL NOTES KEY: U4 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB �.. ,� �.,.� SITE. o° M o d � , -.1 W Li. Q �— 2. DO NOT SCALE PRINTS, CONSTRUCTION TO BE FROM • 0 O: 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 O r' 'wtCD SIZE TO EXTERIOR WATER HEATED AT OR ABOVE 0 ~ E FLOOR LEVEL SHALL BE IN A PAN WITH DRAIN TO co O U EXTERIOR. WATER HEATER SHALL HAVE AN LL APPROVED THERMAL EXPANSION DEVICE. T' -CO 4. PAVERS MAY USED ILO CONCRETE SLAB AT PATIO, 1� PORCH, DRIVE AND WALKWAY. Q Q 0) C4 E (o 5. IN LOU OF TREATING THE SOIL AN ALTERNATIVE TO m N p TERMITE TREATED SOIL CAN BE TERMICIDE. .= 00� E 6. BORA-CARE TO BE APPLIED ON INTERIOR WS IAW 0 E "11 MANUFACTURERS INSTRUCTIONS AND u') >C 00 Q CL LL SPECIFICATIONS. PURSUANT TO CH.482 OF TIT",. FLORIDA BUILDING CODE. z z DOOR NOTE KEY: `N � a 0 s w DOOR SIZE CALLOUT: w E 20 = 2'-0" 40 B.F. = 4'-0" BIFOLD � u a 24 = 2'-4" 50 B.F. = 5'-0" BIFOLD 26 = 2'-6" 60 B.F. = 6'-0" BIFOLD 28 = 2'-8" 10 30 = T-0° z 0 c * ALL INT. DOORS TO BE 6'-8" TALL U.N.O.OR PER BUILDER/CLIENT 0 w 0 0 O a w d- 2 O 0 z w v� CD z cn W 0 0 z ¢ cn w 0 vi z J 0 - Li co w Z N W 0 z Q W Ci 1 Z ¢ J a w W z w 0 C) a Z O mi ii O U w N W m w 0-1w s V) w a s w a 0 Y ¢ �rnrr `®�rrrro �trr/�®B U4 �.. ,� �.,.� o° M o d � , -.1 W Li. Q �— • 0 O: O r' 'wtCD 0 ~ E co O U LL T' -CO 1� Q Q 0) C4 E (o m N p .= 00� E 0 E "11 u') >C 00 Q CL LL z z � a 0 s w w E � u a W 0 w z 0 c ¢ w M QfO O O N Li " E u f M w• N L (n = IL LZ -L cn Ili �' V / N � x d ,--� N (n w w � N O CD J z_ z Q m O i O Q = � N � N L aQ c O O _ ) N rq o ~ O M u. O � N o Z O O p L p- � -0 N > N O C C 0 o a w C ¢ W Ln 0 n. m w IIA w z O Z 7 w O ISSUE DATE 04/27/2018 o -- REVISIONS PROJECT: 18-0256 .. _ .... _ .. _..- Z SCALE: AS NOTED z DRAWN BY: JML & JFT DESIGNED BY: MJS SLAB PLAN _-012 ____ 26'-0" 40'-0" 14'-0" -- -- -- - et °° -- _-� 8" Ext. Cov. lanai 8.1 ao 9'•4" CLC. F.F.F. H.B. Q n- Z (FIELD VERIFY ^ oo ,. .- .. -' .. LOCATION) ,. ._ .. 28 60 �r 56 128 86 48 3050 S.H. 6'-0" x 8'-0" S.G.D. (2) 4050 S.H. 3050 S.H. (EGRESS) 61 FLR. OUTLET T C (FIELD VERIFY "' CLG. � H.B. •�-_ LOCATION) _- __ _-- -1 -. Master _ Nook 2'.001 2'-0" - ----- - Suite _ .__ . CD ul)9,.4» CLG Gathering Room- 10'-4" TRAY 9'-4" CLG CLG. zrl in 11'•2.1 3'-2" 3'-0" U 13'-10" 2x6 FRAME KNEEWALLzo R BELOW 36" °' V BARTOP LU F_ 3'.4" 7'-10" _ 12" TOP . _ ._L . _ ..._ ..... c� a ' EXT. N 9 4 3 J s , » r co a / iv N CLG. m e ° 4 �C") M R&S 3 j - ✓/ 0 -�Uj - m M 5 SH ¢ � �WieC. (� ,� s , » CL ¢ z �__.� v "' <o 9''-4" CLG 9 -4 CLG I ( ._ .... _.._.._... ?6 06 w TC _..._. „ -- o 4.2111 6Z Kitchen p9'-6„ 5,-2„ 4' 8„ 3'-8„ 3'„4" 2'_6•• 5'-4" _ - - 9'-4" CLG. - 13.0 A - v M N 42 RAILING " -- - \ ----- (TYP) - _. 06 z R & S - - (OPT)_;._ lT -- -- - T C? F cv REF. 6 A D IL ( P / r'� ----- , JCD t4-- ew "' VP 7T@ 0" CN W "' �r B.1 - N _ __ � APPLIED MOLDING \ 9.4 CLG sHoweRvnwe M �I (ADD NAILER TO -LAUNDRY �4 W.C. Pwdr. .=.;. N TRUSSES FOR SLOPED CLG. OWE 9.4 CLG S •P ATTACHMENT) � --- -- --- I ^�n�ri.1 - - LAV .� m iv R E S LF 1'•2" o g. ED. r-� ¢ j __ Z N oom T Q I _� o 9'•4" CLG _ ----- c - - - .�L. �_I CL W x w 81T Iw �( ) �0S2 "� \ - J C/i 1.4 8 -8 i 3'-0" 1'-10" 5'-6" 5' 10' -- 0 8 LAV 6 -10 LU 4 .411 ....._ 1 .LL.. _ _... _._ - - - --- -- ^- LO -4" ti� 1/2" GYPSUM BOARD BENCH SEAT @ i A/C _- _.... APPLIED TO THE 18" F.F.F. (COMP) T �\ UNDER STAIR C W.H. 8x8 SURFACE AND - - COLUMN W/ SIDES FULL HT. 42" HIGH KNEEWALL <4 a WALL 9'.4 CLC 5/8" TYPE X DRYWALL _ g 0o ON CEILING (TYP) M.T. '? _ 3080DR.w/N - --- - --- (2) 1480 S. L. 3 Car Garaize 9'•4" CLG. F.F.F. 0 N 3'-4" 5'•4" 2'-8" 8" 9'4" 8" 15'-0„ 214 " 8" x Uj CL Eng 11'-0" CLG F.F.F. 8„ - - F_ -- - -- m , I Z Cn or aZ ^ «� Cl) � H.B. 8'-0" x T-0" GAR. DR. 16'-0" x T-0" GAR. DR. co. 1',4„ 91�,, 8„ 1,,4" 8',0" 11'4" BUILDING CODE (6TH EDITION) -0" 101 40'-0" First Floor Plan "A,B,C (Opt. Ext. Cov. Lanai) SCALE: 1/8" = 1'-0" (11x17) 1/4 1'-0" (2204) 1'-4" w CAUMMU mr-wummvICIV I.o. Vr I mr- (GU I /) rLUMIUH 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 GLA ®era ►etto�rai® WINDOWS, AND TRANSOMS ARE NOTED r �e '�s�✓ uu!► lu 00 q�gr NOTES: y`Z` 1. CONTRACTOR TO VERIFY ALL DIMENSIONS 6'6� �*9 �•� 2 �� N O O e J 7.4 aCi JOB SITE. m �m 4 =� > Fw v� O 2. DO NOT SCALE PRINTS! CONSTRUCTION TO Bt '®� • '6 0 �a FROM CALCULATED DIMENSIONS ONLY. ANY y ®� �f r lz� U_ DISCREPANCIES OR ERRORS TO BE REPORTED®®e® ®00 PROMPTLY TO SUPERVISOR FOR CLARIFICATION. 3. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY AND COUNTY - -- CODES. O 4. A/C CONDENSER UNIT TO BE ANCHORED TO SLAB C) N PER CODE M307.2 & M1309.3. * CM U N �I N 5. PROVIDE RECESS H&C WATER w/ DRAIN @ = U_ C WASHER SPACE. � � Pte' . 6. VENT DRYER THRU EXTERIOR WALL U.N.O. L � I cn a) N 7. PROVIDE COLD WATER LINE FOR ICE MAKER LINE(C N @ REF. SPACE. (0 O c ~ �E 8. SAG RESISTANT DRYWALL ON ALL CEILINGS. O O O ES 9. PULL ALL DIMENSIONS FROM THE REAR OF PLAN. LO CU 00 Q 0- I'�- 10. REFER TO EXTERIOR ELEVATIONS & TYP. DETAIL SHEETS FOR EXTERIOR WALL FINISH SPEC'S. CO 11. REFER TO DETAIL SHEETS FOR FLASHING . w z REQUIREMENTS AT ALL WOOD TO MASONRY g INTERFACES. cu E a 0 12. ALL INTERIOR FRAME WALL DIMENSIONS TO BE 3 w 2" U.N.O. O 13. ALL EXTERIOR BLOCK WALL DIMENSIONS TO BE 7 w w U 0 Z" U.N.O. _ -- _ sw o� 14. ALL INT. FIRST FLOOR CEILINGS AT 9'-4" U.N.O. •• ALL INT. SECOND FLOOR CEILINGS AT 9'-0" U.N.O. o Q 15. C.M.U. & FRAME WALL SYSTEM SEGMENTS WHICH oY o a HAVE AN UNINTERRUPTED LENGTH OF 12'-0" OR U:2 q) MORE SHALL BE CONSIDERED SHEAR WALL SWS = '--' U SHEAR WALL SEGMENTS. o � Z CID 16. OPENING BETWEEN GARAGE AND RESIDENCE o a O a SHALL BE EQUIPPED w/ A 20 MIN. FIRE RATED w " 1 O N SOLID WOOD OR HONEYCOMB CORE STEEL DOOR Q a o �T-4} NOT LESS THAN 1 3/8" THICKNESS AS PER z z �� .I V FBC-R302.5.1. N A W 1 -2 17. INSTALL 5/8" TYPE X DRYWALL ON GARAGEa Q /w� , 0 CEILING BENEATH HABITABLE ROOMS (TYP.) a w V J N 18. GARAGE DOOR TO BE CERTIFIED BY MFR. FOR 140 Q M.P.H. = o N 19. ALL TUB & SHOWER UNITS WILL HAVE _j z J ANTI -SCALDING DEVICES INSTALLED. z N Q 20. ALL OPERABLE WINDOWS LOCATED MORE THAN U 72" ABV. SURFACE BELOW SHALL HAVE THE z N LOWEST PORTION OF WINDOW CLEAR OPENING A LD 9�1 - ------- - ---------- - - - MIN. OF 24" ABOVE FINISHED FLOOR BEING o D p SERVER PER (FBC-R312.2). >- 21. ALL INT. DOORS TO BE 6'-8" TALL U.N.O. OR PER < BUILDER / CLIENT d fu v a Cr Cly DOOR NOTE KEY. ti --1 I � r 00 C M DOOR SIZE CALLOUT: 04 rn co p 20'= 2'-0" 40 B.F. = 4'-0" BIFOLD z o cu O 24 = 2'-4" 50 B.F. = 5'-0" BIFOLD .(n a j -a 26 = 2'-6" 60 B.F. = 6'-0" BIFOLDN > p C C a s rN 30 = T -0 •, Q W Ln O 5 - UM WINDOW NOTE KEY. z Lj o= WINDOW SIZE CALLOUT: o 2040 = 2'-0" x 4'-0" U < 2050 = 2'-0" x 5'-0" a 2060 = 2'-0" x 6'-0" • ALL WINDOW CALLOUTS ARE MEASURED IN FEET & INCHES AS PER THE EXAMPLE TABLE ABOVE. Area Tabulations �¢ Living: _ ISSUE DATE 04/27/2018 1 st floor: 1,588 Sf o o REvlsloNs 2nd Floor Elev. A&B: 822 Sf - --------- Total Living: 2,410 Sf , � PROJECT: 48-0256_ � ¢ entry: 83 Sf SCALE: AS NOTED BY: JML & JFT patio: 79 Sf < DRAWN garage: 578 sf a DESIGNED BY MJS _ Total Area: 3,150 sf N FLOOR PLAN Opt. ext, cov. lanai 182 sf 02.2 Opt. elev. c829 sf o i AMA" Second Floor Plan "C" (Standard) SCALE 1/8" = 1'•0" (11x17) 1/4" = 1'•0" (22x34) N 4 zo tri►iuiU,e GENERAL NOTES KEY: s�...a.w•�se /'//��/'� :mss THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED REQUIREMENTS OF THE (2017) FLORIDA p a BUILDING CODE (6TH EDITION) 0 \ ��� � 4 ABBREVIATIONS: tom• • 2- # OF DOORS. • 2- # OF WINDOWS. O EM • MT - METAL THRESHOLD O V • FR' - FRENCH DOORS (0 U) yj ►� 'N • SL - SIDE LIGHT I` N • FG - FIXED GLASS m p TR -TRANSOM C (D *.1--, i� Cn N C: r. C . • GB - GLASS BLOCK � � X r = -C Cu • PKT- POCKET DOOR CO Q Ll- LI- • OBS - OBSCURED GLASS w Z z • TEMP - TEMPERED GLASS • SH - SINGLE HUNG s� • DH - DOUBLE HUNG w E • HR - HORIZONTAL ROLLER J U 0 • BP -BYPASS • BF - BIFOLD • TYP. - TYPICALr; NOTE: SPECIALTY WINDOWS/DOORS, FIXED GLASS >>> WINDOWS, AND TRANSOMS ARE NOTED ON PLANS. � ry NOTES: O N 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON +"z M JOB SITE. ' o (n U- O W iJ 2. DO NOT SCALE PRINTS! CONSTRUCTION TO BE 4O fu FROM CALCULATED DIMENSIONS ONLY. ANY (n DISCREPANCIES OR ERRORS TO BE REPORTED s®' PROMPTLY TO SUPERVISOR FOR CLARIFICATION. " rq 3. MECHANICAL EQUIP. LOCATIONS WILL BE J DETERMINED BY COMMUNITY AND COUNTY CODES. 4. A/C CONDENSER UNIT TO BE ANCHORED TO SLAB PER CODE M307.2 & M1309.3. _ N � 5. PROVIDE RECESS H&C WATER w/ DRAIN @ N 7 fu r WASHER SPACE. M CA�00N 6. VENT DRYER THRU EXTERIOR WALL U.N.O. = a u M r 7. PROVIDE COLD WATER LINE FOR ICE MAKER LINE C) O L O 0 @ REF. SPACE. J a � -0 a� 8. SAG RESISTANT DRYWALL ON ALL CEILINGS. J w Ln 9. PULL ALL DIMENSIONS FROM THE REAR OF PLAN. D 10. REFER TO EXTERIOR ELEVATIONS & TYP. DETAIL J � � SHEETS FOR EXTERIOR WALL FINISH SPEC'S. 11, REFER TO DETAIL SHEETS FOR FLASHING REQUIREMENTS AT ALL WOOD TO MASONRY INTERFACES. L 12, ALL INTERIOR FRAME WALL DIMENSIONS TO BE 3 ISSUE DATE 04/27/2018 2' U.N.O. REVISIONS 13. ALL EXTERIOR BLOCK WALL DIMENSIONS TO BE 7 n' 2" U.N.O. L r SCALE: AS NOTED L DRAWN BY JML & JFT n O 14. ALL INT. FIRST FLOOR CEILINGS AT 9'-4" U.N.O. 7F •• ALL INT. SECOND FLOOR CEILINGS AT 9'-0" U.N.O. o 15. C.M.U. & FRAME WALL SYSTEM SEGMENTS WHICH n n HAVE AN UNINTERRUPTED LENGTH OF 12'-0" OR 0 MORE SHALL BE CONSIDERED SHEAR WALL SWS = m SHEAR WALL SEGMENTS. o 16. OPENING BETWEEN GARAGE AND RESIDENCE o SHALL BE EQUIPPED w/ A 20 MIN. FIRE RATED w SOLID WOOD OR HONEYCOMB CORE STEEL DOOR Q', NOT LESS THAN 1 3/8" THICKNESS AS PER cn FBC-R302,5.1. z d 17. INSTALL 5/8" TYPE X DRYWALL ON GARAGE CEILING BENEATH HABITABLE ROOMS (TYP.) Q 4 18. GARAGE DOOR TO BE CERTIFIED BY MFR. FOR 140 M.P.H. �I Z 19. ALL TUB & SHOWER UNITS WILL HAVE ANTI -SCALDING DEVICES INSTALLED. w �I 20. ALL OPERABLE WINDOWS LOCATED MORE THAN 72" ABV. SURFACE BELOW SHALL HAVE THE z LOWEST PORTION OF WINDOW CLEAR OPENING A v MIN. OF 24" ABOVE FINISHED FLOOR BEING n SERVER PER (FBC-R312.2). n zl 21. ALL INT. DOORS TO BE 6'-8" TALL U.N.O. OR PER Q BUILDER / CLIENT o DOOR NOTE KEY: a - C LLJ 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 CD 28 = 2'-8" 30 = T-0" o WINDOW NOTE KEY:' �I WINDOW SIZE CALLOUT: o 2040 = 2'-0" x 4'-0" 2050 = 2'-0" x 5'-0" 2060 = 2'-0" x 6'-0" w • ALL WINDOW CALLOUTS ARE MEASURED IN FEET & INCHES AS PER THE EXAMPLE TABLE ABOVE. w L m W x w cn w m Q 2 W Q I O. Cn 0 c� tri►iuiU,e s�...a.w•�se /'//��/'� :mss •s ?j Lydiw`� W �i0<� p a 0 \ ��� � 4 tom• O d- O O EM O V ate-, _j uj U- (0 U) yj ►� 'N I` N Q %� N m p C (D *.1--, i� Cn N C: r. C . O E � � � X r = -C Cu CO Q Ll- LI- C CO Cn w Z z m a E s� w E 9 W W J U 0 J i D r � ry O O N E C � M J .` : (n U- O W iJ 4O fu (n J J_ = 46 O rq � J z D O � p _ N � N 7 fu r Cr (n M CA�00N = a u M r L 0 U- C) O L O 0 .' J a � -0 a� c-0 < O J w Ln a D J � � L J L ISSUE DATE 04/27/2018 REVISIONS z PROJECT: 18-0256 r SCALE: AS NOTED L DRAWN BY JML & JFT DESIGNED BY: MJS FLOOR PLAN 03.0 i rIN % M N 8„ 321 2" 61/2" SCALE: 3/4" =1'-0" (11x17)1 112" =1'-0" (2436) 3 " u"VERHANG"' DETAIL 1x2 OVER 1x6 SMOOTH FINISH BAND (TYP.) RANDOM SIZE CULTURED 1 STONE ON OUTER FACE ONLY (TYP.) 0' 0" FIN. FLR. VARIES SCALE: 3/4" =1'-0" (11 x1 7) 11/2" =1'-0" (2436) 4 STu""NE VENEER DETAIL 9'-0" BRG. HT. @ SECOND FLOOR --- T-8" HDR. HT. @ SECOND FLOOR 7/8" TEXTURED CEMENTITIOUS FINISH ON METAL LATH OVER 7/16" OSB. SHEATHING (TYP.) 10'-8 3/4" FIN. FLR. HT. @ SECOND FLOOR 9'-4" BRG. HT. _ W1 1 3/4" HEEL HT. r 8'-0" HDR. HT. 4 3/8" TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYP.) 0'-0" FIN. FLR. FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. Front Elevation "C" (Opt Ext Cov. Lanai) SCALE 1/8" = 1'-0" (11x17) 1/4A = 1'-0" (2204) 12 16 9'-0" BRG. HT. @ SECOND FLOOR 7'-8" HDR. HT. _ @ SECOND FLOOR LL A 2 • - 1x6 SMOOTH FINISH BAND Lu (TYP.) 7/8" TEXTURED CEMENTITIOUSc FINISH ON METAL LATH OVER . 5 7/16" OSB. SHEATHING (TYP.) N 10'-8 3/4" FIN. FLR. HT. --- @ SECOND FLOOR r o 9'-4" BRG. HT. 8'-0" HDR. HT. 18"x30" HALF RND. LOUV. VENT w/ 1x6 SMOOTH FIN. BAND (TYP.) 1x8 SMOOTH FINISH BAND (TYP.) DEC. LIGHTING (TYP.) 1x2 OVER 1x6 SMOOTH FINISH BAND (TYP.) 0'-0" FIN. FLR. ■ 9'-0" BRG. HT. @ SECOND FLOOR T-8" HDR. HT. @ SECOND FLOOR T...._r 10'-8 3/4" FIN. FLR. HT. @ SECOND FLOOR 9'4" BRG HT. wl 1 314" HEEL HT. 8'-0" HDR HT. __ ......._. --- Rear Elevation "C99 (Opt. Ext. Cov. Lanai) SCALE: 1/8" = TV (11x17)1/4" = T-0" (2204) 0'-0" FIN. FLR. ATTIC VENT CALL'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 BE150 OF VENTED SPACE. TOTAL VENTED SPACE: 2,456 = 8.19 SF. NET FREE 300 REQUIRED UPPER PORTION VENTILATION TOTAL: 3.275 SF. TO BE PROVIDED w/ OFF RIDGE VENTS: 4 VENTS @.819 /PER VENT TILE: O'HAGIN MODEL "S", SHINGLE: LOMANCO 770-D). LOWER PORTION VENTILATION TOTAL: 7.19SF. TO BE PROVIDED w/ SOFFITS @ EAVE: 80.00 LF. @ 0.090 SF. VEN**JNG/LF. UPPER ROOF PERCENTAGE: 40% LOWER ROOF PERCENTAGE: 60% •u s KOOT Lavout SCALE: 1/8" = TV (11x17) 1/4" = TV (22x34) 0 04.C2 U 0 1 LL A • Z, �®.. lilt O d'0 I*, -E_ 04 O U J fn u- c Cfl fn CD CU 'L (� 1 N +aU)CCD p ^ Imo- N N ��..Q. OEd�'d�' � -c M 00<CLLLL rnw z z �g °3 a E 0 U 0Ez jj W uo a� � s O � O N c-� �—I � � M v , fu N ,--1 fu I.r O PV J 0 O N 4* N 4 (� (n Vi 0 M �L "a,,�� 01 N H C M L ^ � O n CD 2 cOn . d, U Q > . 'D 5 o c: L Q w L 0 a. 71 ,r ,.r ter► ISSUE DATE 04/27/2018 REVISIONS PROJECT: 18-0256 SCALE: AS NOTED DRAWN BY JML & JFT DESIGNED BY: MJS ELEVATIONS 0 04.C2 U 0 1 u- C) u- A-% 0 ui d C:) 'it C) C) N 0 4-0 u- -7p aj Ch 0.) 0 04 E cu 0 CD a) .�.j e--, U) C b -, o b E 0 E Lr)M cu co u - L Lu cl)z -g cu aE 0 -c w E z 0 0 +1 in M LU 5 O cn E 0 f-4 JNL— U-) u - M 5, r--2 C:) UlN 4- V) 4-1 r4 C) C) N CS C) � 00 CL Ln 0 M — LL Cl (3) 0 C , 0 O r c) < O o uj Ln 8 - ISSUE DATE I 04/27/2018 5 REVISIONS 5 PROJECT: 18-0256 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS ELEVATIONS "C" --- ------------- 05.C2 u- Y.Y.I.. 0 Z � �`Gj eoeeee �! ••® o0 ee t`7 �, ®a •e ?j / cP N o LLI w Q OD� • a ®® e• !'cl, 0 � C 0 cN O U .= u U) 0) N CU <t�04 rn N mU)NOCO p N O 0 E 0 `.. 00 Q LL c � w z z � J I E d O N E w 7 w o a U w0 O w m 0 m w iE O O O ON Li/cu E M z 0 MOWN i J N L -�U-)u w N (7 O *-� U') w w �.r N O � z J z Q m O m o O p � N � N fo fo a..+ O a_ O i � 000 N cB ¢ U N LA a- : M �, �O n fo O o z O 'c: O Ln CL N O p 0 " < w c -c `C w Ln O a- m a �' N L- w F - � w O Z 7 w Q � o- ISSUED TE 04/27/2018 w REVISIONS : PROJECT: 18-0256 z SCALE: AS NOTED z DRAWN BY: JML & JFT DESIGNED BY: MJS SECTIONS 06 Y.Y.I.. 0 Z O O ti O co O U +�, J to LL co O CD cn ti 'N O CD N �( am O N t�0 (/) C O 0 N 's= O O E 0 E Lo M 'r- = cu 00<CLLu- w z �3 Z cu a E O N t W E w U O O Li Q cn Y Q CL z o N M w w.L ( LJL C w V J N �O �}■ C (a- U-' k k w N � O � J z Z t— m O cn Of O o p rq � N � C w Cr ul) N Lj CLQ ONO ul O (D C) o O O ;US CL> -0 N c� i O FT Q 21 C 0 w Q W LY) 0 d m w z Of w i Q 0 i 0 z w o Q ISSUE DATE 04/27/2018 o----- --—...._.._..._.._..... _._. REVISIONS PROJECT: 18-0256 SCALE: AS NOTED DRAWN BY JML & JFT DESIGNED BY: MJS ELECTRICAL LAYOUT 07.2 PC - --------- - KF TOSWIG H_ PRE -WIRE BELOVV CLG. FAN/LITE AF __—L AF . / / / O S.D. PRE -WIRE AF CLG. FAN/LITE AF 4AF Com. - \\\ � -..: 4 C.M.S.D. p C.J F n -- -------- - _-- ... . . . ............ ... . . . ....... - ------- qpAF /// S.D. S.D. %F AF AF AE PRE -WIRE PRE -WIRE CLG. FAN/LITE ­,,CLG. FAN/LITE GENERAL NOTES KEY: I REJ ISSUE DATE, � 04/27/2018 )f REVISIONS 0 PROJECT: 18-0256 >_ SCALE: AS NOTED DRAWN BY: JML & JFTES DESIGNED IGNED BY: MJS ELECTRICAL LECTRICAL LAYOUT 08.0 J C) T-- .1- 0 1. BUILDER VERIFY EXACT LOCATION OF FLOOR OUTLETS IN FIELD. 2. ALL OUTLETS ARE TO BE AFCI PROTECTED. o 3. ALL 15A AND 20A 120V BRANCH CIRCUITS WILL BE AFCI PROTECTED. 4. ALL 15A AND 20A 120V BRANCH CIRCUITS o 00 o LLJ LOCATED IN THE GARAGE AND LAUNDRY WILL BE r- GFCI PROTECTED. 00 C -Q M LL 0 5. ALL GARAGE BAYS WILL HAVE DEDICATED GFCI U) (n < Ld OUTLET. 4.1 c uj 6. ALL OUTLETS LOCATED IN THE KITCHEN AND fo " 0 BATHROOMS ARE TO BE GFCI PROTECTED. 7. DW. AND GARBAGE DISPOSAL ARE TO BE GFCI PROTECTED. 8. EXCEPTIONS TO THE GFCI STIPULATION WILL BE ALLOWED ONLY IF ALLOWED PER CURRENT CD NFPA / NEC. 9. OUTLETS LOCATED IN THE LAUNDRY ARE TO BE GFCI AND AFCI PROTECTED. d7 10. OUTLETS LOCATED WITHIN 6'-0" OF A WET AREA ARE TO BE GFCI PROTECTED. 11. ALL OUTLETS OVER COUNTERTOPS TO BE 42" 04 co A.F.F. (U. N. 0.). 12, ALL SMOKE/CARBON MONOXIDE DETECTORS ARE TO BE HARD WIRED, INTERCONNECTED AND r-- C:) c) AFCIPROTECTED. 13. 8'-0" HEIGHT VANITY LIGHTS IN MASTER BATHROOM AND T-0" IN ALL OTHER BATHROOMS. NOTES: • THIS DIAGRAMMATIC PLAN IS INTENDED TO SHOW LIGHTING AND CONVENIENCE OUTLETS cu u - ONLY. IT IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO VERIFY THE REQUIREMENT AND LOCATIONS OF ALL ELECTRICAL co EQUIPMENT, (INCLUDING KITCHEN EQUIPMENT) AND PROVIDE AND INSTALL COMPLETE ELECTRICAL SERVICE AS REQUIRED PER NFPA, cU 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. z 6TH EDITION (2017) RESIDENTIAL, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. Fn LU • VARIOUS SYMBOLS ON ELECTRICAL LEGEND MAY OR MAY NOT BE USED ON THIS PLAN. ELECTRICAL KEY: af 0 7) 0 cn a- CEILING MOUNTED LIGHT 0 u PULL CHAIN LIGHT pc Of RECESSED LIGHT cmn 1-0 WALL MOUNTED LIGHT c: E fa = fo M WALL WASH RECESSED > DUPLEX RECEPTACLE u- 220 V RECEPTACLE '2 0 � - - ------------------- 1/2 HOT, 1/2 SWITCHED wp WATER PROOF RECEPTACLE Ln Ld FLOOR RECEPTACLE LLJ PRE -WIRE FOR CLG, FAN GFI GROUND ND FAULT INTERRUPT V)_ .. ... ..... ... ..... WALL SWITCH ....... .. . . o 83 3 -WAY SWITCH 8. DIMMER SWITCH o TELEPHONE JACK — - ------------ -- ---- < CABLEJACK PRE -WIRE GARAGE DOOR OPENER FLUORESCENT LIGHT ELECTRICAL PANEL 0_0 CHIME DOOR BELL / GARAGE DOOR SWITCH .. .. ..... ....... ... . L= DISCONNECT SWITCH UM ELECTRICAL METER S.D. SMOKE DETECTOR C.M.S.D. CARBON MONOXIDE SMOKE DETECTOR CEILING FAN co ui c.r_ ...... .... WALL SCONCE >_ m w CHANDELIER ... .... . .. ..... SPOT LIGHT Li => FLUSH MOUNT FLUORESCENT LIGHT FAN I LIGHT COMBINATION GARBAGE DISPOSAL MOTOR cn SPEAKER a_ .. .......... ... ... Q) JUNCTION BOX L.V. LOW VOLTAGE V.P. VAPOR PROOF .. ..... .. .. A.F. ARC FAULT PROTECTION REJ ISSUE DATE, � 04/27/2018 )f REVISIONS 0 PROJECT: 18-0256 >_ SCALE: AS NOTED DRAWN BY: JML & JFTES DESIGNED IGNED BY: MJS ELECTRICAL LECTRICAL LAYOUT 08.0 J C) T-- .1- 0 C) o O ti E 0 o 00 o LLJ fo cr fo 0 .2 r- 41" ul) "o ca N C - > 00 C -Q M LL 0 C) 0 C) m Ln C) U) (n < Ld 4_0 4.1 c uj C6 C fo " 0 0 = a- c CD > d7 N E cc U) 4-a c: 04 co o 4-0 A) c C o r-- C:) c) 0 E U-) cu 4-j 00 Q cu u - co cU w Z z a) E 0� _c E 0 z cf) 4� cn :) U Fn LU O cl� 7) 0 cn Of Q) US cmn ON c: E fa = fo M > ur) u- '2 0 Ln Ld REJ ISSUE DATE, � 04/27/2018 )f REVISIONS 0 PROJECT: 18-0256 >_ SCALE: AS NOTED DRAWN BY: JML & JFTES DESIGNED IGNED BY: MJS ELECTRICAL LECTRICAL LAYOUT 08.0 J C) o o 00 o LLJ fo cr fo 0 .2 r- 41" ul) "o ca N C - > 00 C -Q M LL 0 C) 0 C) m Ln C) U) (n < Ld < 4.1 c uj C) Ln fo " 0 0 = a- REJ ISSUE DATE, � 04/27/2018 )f REVISIONS 0 PROJECT: 18-0256 >_ SCALE: AS NOTED DRAWN BY: JML & JFTES DESIGNED IGNED BY: MJS ELECTRICAL LECTRICAL LAYOUT 08.0 J 1, O�2 w -do �w Q Y � cn L, of o- �o _o �V) zV) Y Ld W a nz �w a acn z Qw n cr Qa- �jw W n� <z Q = M O 0 z nLj W �z �cn �co Q JW C� 4 0 Z LLJ FZ J Q O l CONCRETE BLOCK HEADER OR STEEL LINTEL 30 >— PC EXP. STRIP ..j PC ANCHOR �/� 30 •®® cy) •. of STRIP Z "! G? ; , .1 `c ci o, --- A o •04°• lK,� GLS. BLK. PER PLAN C:) r- 0 o ti M 4t O 0 w) J PC PANEL Q C/) Q �m 04 E 04 REINFOR. c*4 C.0 0 (U ,. _c ti cn _.., 0 E� E Lo (u Q X SEALANT 0.- u - C 03 � N z z _ PC ANCHOR STRIP - 0 N ..c a 0 a �" EXP. BOLT (2) --- - - _ - - — ro O N.N O E 0 M. 'i u ) _- - -- PER ANCHOR �0 V gypv , fu N q � N 0 MORTAR 0 0 N N � ASPHALT + O i-00 N d cv Ln rn EMULSION .f� LLC) O Q N O C C pN �- o w uo O 8 - -ISSUE - CONC. BLOCK — ISS UE DATE 04/27/2018 REVISIONS PROJECT:_ 18-0256 _ -- - - WALL _ AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS (4)` DETAILS EXTERIOR FINISH PANEL ANCHOR CONSTRUCTION PC PANEL REINFORCING (TOP): USED IN PANELS OVER 25"S.F. IN AREAJS 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 "THICK EXPANSION STRIPS ARE AVAILABLE X 4" WIDE X 24" LONG. FOR PANEL ANCHOR CONSTRUCTION; -......... STD. 4" WIDE STRIPS ARE EASILY CUT TO 3" WIDTH, FOR 31" "PREMIERE" SERIES BLK., AND TO 21" WIDTH, FOR 32 "THINLINE" SERIES BLOCK. INSTALLATION NOTES: 1 THROUGHOUT INSTALLATION, KEEP THE WINDOW JAMBS PLUMB AND SQUARE. KEEP HEAD AND SILL LEVEL AND SQUARE. MAKE SURE HEAD AND SILL ARE NOT CROWNED UP OR DOWN. 2. CONSTANTLY CHECK WIDTH AT MEETING RAILS (i.e. DOUBLE RUNGS) 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 � DETA�LS 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 INSTALLATION IS COMPLETE, THESE SHIMS MAY BE REMOVED. CHIMNEY HEIGHT 24" ROOF UNDERLAYMENT PER FBC 5. INSTALL FASTENERS (STRAIGHT, NOT ANGLED) IN EVERY OTHER FASTENER SLOT STARTING AT THE ABOVE ROOF WITHIN 10' R905.2.771 CDX PLYWOOD OR O.B.S. MIDDLE OF THE WINDOW. FASTENER MUST BE EMBEDDED INTO SOLID WOOD A MINIMUM OF 111. KEEP WINDOW LOCKED UNTIL ALL SIDES ARE SECURED. PREFAB 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 7/8" 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 U.N.O. 15/32" C.D.X. OR 7/16" O.S.B. (MIN. 2.5:12 PITCH) EXTERIOR FINISHING MATERIAL WHICH SURROUNDS WINDOW). ALL AROUND NAILED 8d @ 6 & 12 GALV, L -FLASHING ROOF UNDERLAYMENT PER FBC - 7 2x's @ 24" O.C. W/ HUGHES Iv�P3'5 ----- ----- — --- 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. 24" O.C. • APPLY TOP PIECE OF SELF-ADHESIVE TYPE FLASHING. / � RUSS @ •- NOTE: / - - _ ROOF COVERING PER _....__... ...-- -- - PLAN SELF-ADHESIVE TYPE FLASHING IS A GENERIC TERM. SEE SPECIFICATIONS FOR MATERIAL TO BE USED. ------_---- �x - -_ ROOF UNDERLAYMENT - - - - FIRE BLOCKING 2x4 BLOCKING PER FBC R905.2.7 IMPORTANT: 15# FELT DRAINAGE PLANE I METAL FIRE BLOCKING 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 - 718" 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 —-- , PLANE OVERLAP CONTROL BEAD ND MEMBRANE STRIP OVER WOOD FLA - SH IN AND FRAME / MASONRY CONNECTION. A , MEMBRANE STRIP COVERING WOOD FRAME ` '_' - INTERSECTION UNDER EXPANSION JOIN EQUAL -"�� �` PRE -FAB FIRE BOX � I X// TOPROTECTO WRAP BT-20XL-9" WIDE. TO EXTEND 2 BELOW THE CMU DAMPER ` 1 18 NON-COMBUSTABLE j��� �� �� 112. NOMINAL CEMENTITIOUS FINISH MATERIAL FOR HEARTH _. /���� %"i " i FOUNDATION x VALLEY RAFTER i� SCALE: 3„ 1,_0„ 2 �� FLASHING DETML STUCCO BOND BREAD FLASHING DETA�L p E®FAB RREBO FLASHNG DETA0L SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 1, O�2 w -do �w Q Y � cn L, of o- �o _o �V) zV) Y Ld W a nz �w a acn z Qw n cr Qa- �jw W n� <z Q = M O 0 z nLj W �z �cn �co Q JW C� 4 0 Z LLJ FZ J Q O l D 1 0 J O 30 >— W .L ..j �/� 30 •®® cy) •. of NJ Z "! G? ; , .1 `c ci o, A o •04°• lK,� C:) r- 0 o ti M 4t O 0 w) J Q C/) Q �m 04 E 04 M c*4 C.0 0 (U ,. _c ti cn _.., 0 E� E Lo (u Q X 00 0.- u - C 03 � N z z _ � a E 0 N ..c a 0 a U O ro O N.N O E 0 M. 'i u ) W � N O 2 �0 V � N fu N q � N 0 0 0 N N � � + O i-00 N d cv Ln rn 0 .f� LLC) O Q N O C C pN �- o w uo O 8 - -ISSUE ISS UE DATE 04/27/2018 REVISIONS PROJECT:_ 18-0256 SCALE:— _ AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS DETAILS D 1 0 J O GENERAL NOTES! WIND DESIGN LOAD INFORMATION ENGINEERED LUMBER WIND SPEED (ALLOWABLE) 108 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: WIND 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 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 j = 450 Fc = 900 Fc 1= 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 6x6xW1.4xW1.4 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 BE 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 (+) 18.0 BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND MEANS AND METHODS AT EACH END SHALL BE PROVIDED. CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OF THE 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, BOLTS AND THREADED RODS FRAMING PLANS / DETAILS ALONG W/ CONNECTOR & COMPONENT MANUFACTURERS' (-) 20.9 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 STANDARD DESIGN PRESSURE NOTES HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE (12.7MM) GYPSUM BOARD. OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, MASONRY WALL CONSTRUCTION METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. PSI (fm = 1900 PSI) 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BEA 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 MINIMUM G50 ZINC COATING 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN V. 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BEA MINIMUM G185 ZINC COATING. SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS PRESERVATIVE WOOD TREATER. FILLED WITH COARSE GROUT AND GRADE 60 STEEL. REINFORCEMENT SHALL BE 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE, OF PRESSURE TREATED WOOD SUCH THAT THEY MEET THE REQUIREMENTS OF 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK ASTM F1667 WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERTICALLY. TIES TO THE PREFABRICATED WOOD TRUSSES FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR POSITIONERS IN MIDDLE OF WALL SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT 7. REINFORCING STEEL SHALL BE LAPPED MIN. 40" U.N.O. CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE 8, HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS 10. MASONRY ROUGH OPENING TOLERANCES -1/4" TO + 1/2" AND STRUCTURAL PLANS FOR MORE INFO. 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING TRUSS ENGINEER OF RECORD CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO LATEST EDITION OF ANSI TPI 1, CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ MANUFACTURER UNLESS NOTED ON PLANS EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF CONSOLIDATION. TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY WOOD CONSTRUCTION TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 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 INFILL 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, .SAVE OR SIMILAR COVERING SHALL BE -gDDIT'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 BCSI-133 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 -13 REQUIRE HOT -DIPPED GALVANIZED OR PERPENDICULAR TO TRUSS SPAN AT 15'-0" 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-B3. ("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-B3). 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 BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN, 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETAIL SHEET FOR MORE INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH MIN. 7" EMBEDMENT. -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCKAFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. "*EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8 GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. STRUCTURAL STEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BEAT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA: TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX LINO (LOW HYDROGEN). FILLET WELDS SHALL BE Y/6" LINO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 140 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA O O 10 (+) 21.2 (+) 21.2 (-) 22.9 (-) 28.3 20 (+) 20.2 (+) 20.2 (-) 22.0 (-) 26.4 50 (+) 19.0 (+) 19.0 (-) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 - 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16-0" x T-0" (+)18.4 + (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 a 5 5 �✓" a STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 6th. EDITION (2017). WIND SPEED IS BASED ON 'LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FORA TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS REGION. GLAZED OPENING PROTECTION IS REQUIRED AND SHALL BE: PROVIDED PER SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE - RESIDENTIAL, CURRENT EDITION. INDEX OF DRAWINGS SHEET SHEET TITLE SC STRUCTURAL NOTES sic FOUNDATION PLAN Z W p co S2C DOWEL PLACEMENT PLAN w r` S3 FOUNDATION DETAILS 0 0 N S3.1 FOUNDATION DETAILS 0 P: S4C LINTEL PLAN p w S5C FIRST FLOOR FRAMING PLAN ®``"''��rr, W CO S6 NOTES &CONNECTOR LEGEND' .'�e�°°°°®®°®®®° �`�Co ®9s• °�®m U_®• Twp 0 CT S7C ROOF FRAMING PLAN w o* W z` o 1 SD1 GENERAL DETAILS Z w p°°�Oi•t•a•N°c°i.e.t�t•�,e e` oSD2 GENERAL DETAILS LLU_ LLJ m SD3 GENERAL DETAILS LL SD4 GENERAL DETAILS ° O SD5 TWO STORY DETAILS 65 65 Q SD6 TWO STORY DETAILS Of a ° w ST1 GENERAL STAIR DETAILS O _, J x F- w Z 0 CL 2 F O U p Q V C 0� uJ UJ ° v LLO U z O a. W Uj d V c O �O z 0 p U� o U)h'7 °$ p F.{ Q CO _! z O co < r' W �w O 06 E E 1= :D � J o 5) co o v cO��cn `? O (�WzaM� C �- •- W zao_j-JC.0 x 0 W 0 X: `A I" W �/ CAU)CYO¢`jc J L.L Z¢022w o U F- LJ.. 01zWz E OZI-WY0 ¢ ~ U<QW<a MASTER UPDATES w Cn S o 0 LO 0 W Z� o NUMBER DATE DESCRIPTION INTIALS a U) z ..... 1 5/16/2016 CREATED ELEV A, B, C, OPT BEDROOM #5, & OPT MASTER BATH DP WCNI a N 2 5/25/2017 QC COMMENTS DP O o (.� J CREATED ELEV C W/ EXT LANAI WITH ABS TRUSSES PER SAW -37 o co > W o 3 12/11/2017 AND CREATED ELEV C AN EXT LANAI AND TRAIT' AT MASTER SUITE DP/JWJ > Z 2 WITH ABS TRUSSES PER VER -10 O W w 4 1/18/2018 PLANS HAVE BEEN UPDATED TO MEET F.B.C. 6th EDITION (2017) w = W RESIDENTIAL PER VER -10 JW Z Z W CL CREATED ELEV C W/ EXT LANAI & TRAY @ MASTER WITH 5 4/10/2018 ACCU-SPAN TRUSSES PER SMV -133 DP ~ CC) LU = W C D p O O Z 6 4/30/2018 CREATED ELEV A W/ LANAI - ACCU-SPAN TRUSSES PER SMV -154 DP z W Q IZ G. N cn W BLDG DESIGN: -- 7 5/7/2018 CREATED ELEV C W/ LANAI & TRAY @ MASTER - MID -FLORIDA W STRUCTURALENG: BED TRUSSES PER WP -242 OP _-- W DRAFTING: � -DESIGN: --- -STRUCT: JW C) QC CHECK: CC (n JOB No. PSQ-0205140 SCALE: AS INDICATED F - z_...._ ......- - _ © DATE: 05/18/18 w W U) Q r% F - COPYRIGHT MCD 2015: The information contained in this document Is copyrighted and is the exclusive property of MONTH CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer Of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. MASONRY WALL SEE PLAN CONC. SLAB PER (1) #5 FROM FTG. TO FOUNDATION PLAN TIE BEAM MIN. 40" SPLICE GROUT CELL SOLID PER PLANS a qA 4 n 4 —� � _ - - iii—i=-i i == ► �- (2) #5 BARS CONT.�— W/ 3" COVER TYP. OR 6" 114" 01 (3) #5 BARS & 20" WIDE FOOTING @ 2 -STORY CONDITION CLEAN COMPACTED FILL @ 95% STANDARD DENSITY *F'1FOOTING AT INTERIOR BEARING WITH CMU 3/4"=1'-0'' 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. 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, 0 10 OJT MF01 S3 4- 0 U_ O LO N MF01 S3 40'-0" 0 00 icy 40'-0" FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. REFER TO FBC-R CURRENT EDITION SECTION R506.2.3 FOR REQUIRED LOCATIONS 2. PROVIDE 4" 2500PSII CONC, SLAB W/ 6x6xW1,4xW1.4 WELDED WIRE MESH PLACED AT MIDDLE OR UPPER 1/3 OF SLAB DEPTH OVER 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN Q CURRENT CODE EDITION). 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM w ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. 00 LAP SPLICES SHALL BE NO LESS THAN 30". 4, CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. a 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. a 96. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE 0 i� SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) H - CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR = USE ALTERNATE APPROVED METHOD. e�,Pl1°°�I(lOrr 7. MECHANICAL EQUIP, LOCATIONS WILL BE DETERMINED BY`o�```�Cs •••®�j>��s'/sem Uj C111))a COMMUNITY & COUNTY CODES. r °®• °•.° �/ eon pp K • • 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL ;� 0®tE, y';2� `; LLJ O 00 SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE_ O 0 w -,► = -� Z AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION $ W a -'C o; Q J N INSTRUCTIONS. �� liJ m0 ° _'�- O m 2 :.?. z 'stn .. 4 9. NO WOOD STAKES PERMITTED IN FOUNDATION. Q °•• °.• �� B° Q 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED s®®®� �0 ®�® Q p DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO ° ®�i''®®� ®®®®`®� LL DETERMINE STEP LOCATIONS IF REQUIRED ILL w 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MFO9 AND MF10 ON S3 FOR STANDARD U_ FOOTING STEP DOWN AND CORNER INFORMATION. 0 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE 0 SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH 65 �--- PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION p Q N 13, ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER w COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS w FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE z PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL L CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO 0 FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, Q COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS F=- DETERMINED BY ASTM - D1557 ( MODIFIED PROCTOR). MWO THE FOUNDATION SdZES INDICATED ON THE FOUNDATION PLAN HAS S3 BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 w Z PSF. [t 0 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO p I' DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE 0 _a STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND o FOOTING SIZES PENDING DEPTH OF STEMWALL. Q (� 15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE r'i HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE --- STOP--- w 0 CONTACT E.O,R. PRIOR TO CONSTRUCTION d ----- — - 16. ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTING = SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OF THE 0 L FOOTING WILL BE MEASURED FROM THE LOWEST SLAB ELEVATION 0 MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION Z PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE 0 a CONDITIONS AND/OR LOCATIONS, CONTRACTOR TO FIELD VERIFY 2.6 � ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT j U REQUIREMENTS ARE MET. ° It Z A d �:a FOOTING SCHEDULE w <Cgo 8 ° 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. ^� U Z O WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E,W. n BARS & 3" MIN. COVER TO EDGE OF CONC. a _ 12"x24"x12" dp w/ #5's EQUALLY SPACED EA. 24" SIDE @3" O.C.&MIN Z Q m 1A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN `r 0 (Dz MFO BARS & 3" MIN. COVER TO EDGE OF CONIC. (3) #5 PARALLEL TO 12" H SIDE 6" O.C. U_w 0 r S3 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. z �••••• W CJ w I-- O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. O (� I_- E BARS & 3" MIN, COVER TO EDGE OF CONC. ¢ <� 06 � °� C°b 0 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. U Q U) Z - N 2,3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. © z Z j � BARS & 3" MIN. COVER TO EDGE OF CONC. w Z Q O -j LL C` = I--UF-m O 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. F- J O Q 0 >o A/C o? 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. z c� N O Q PAD Cl) BARS & 3" MIN.. COVER TO EDGE OF CONC. O z UJI Q O � LLj o 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. w �— 1 o = z w Z E 2,6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. U LL 0 z I-- w Y O N BARS & 3" MIN. COVER TO EDGE OF CONC. z d < �- 36 x36 x12 dp w/ #6's EQUALLY SPACED EA. O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. O W O z o BARS & 3 MIN. COVER TO EDGE OF CONIC. 0 = O O 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. Q (n 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. z BARS & 3" MIN. COVER TO EDGE OF CONC. o N 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. U) WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. C N BARS & 3" MIN. COVER TO EDGE OF CONC. M 2.6 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. O Q O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. Z V J BARS & 3" MIN. COVER TO EDGE OF CONC. 48"x48"x16" dp w/ #5's EQUALLY SPACED EA. co W `LU G 4A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. p MF02 BARS & 3" MIN. COVER TO EDGE OF CONC. z 2 JW W S3 48"x48"x24" dp w/ #5's EQUALLY SPACED EA, w = W 46 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. W BARS & 3 MIN. COVER TO EDGE OF CONC. W 52"x52"x12" dp w/ #5's EQUALLY SPACED EA.w Z a 9> .3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W, Q Q BARS & 3" MIN. COVER TO EDGE OF CONC, c~n 54"x54"x16" dp w/#5's EQUALLY SPACED EA. H Cf Co < 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. 3:W V) LU Q tt O BARS & 3" MIN. COVER TO EDGE OF CONC. 0 F_ <8> dp w/#5's EQUALLY SPACED EA. ~ 0 O Z 5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. z BARS & 3 MIN. COVER TO EDGE OF CONC. 60"x60"x16" dp wv/#5's EQUALLY SPACED EA. u� OWAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. W BLDG DESIGN: --- BARS & 3" MIN. COVER TO EDGE OF CONC. �_ STRUCTURAL ENG BED 66"x66"x16" d w/#5's EQUALLY SPACED EA. p w DRAFTING: 5,5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. -DESIGN: --- BARS & 3" MIN. COVER TO EDGE OF CONC. I--STRUCT: JW QC CHECK: CC (0 JOB No. PSQ-0205140 < SCALE: AS INDICATED FOUNDATION P o DATE. 05/18/18 F w 0 01 to% w 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, 26'-0" 14'-O" 8" 12'-4" 12'-4" 8" Ile _ ■■ ■■ _ ■■ 2 2 U_ PAVERS FO S3 ■ NJ ■ ■ ■ ■ F1 S3 14'-4" ■ FLOOR OUTLET FIELD VERIFY LOCATION ri I I I■ ■ I 3 I M 0'-0" FIN. FLR. N r' N 4" THICK CONC. SLAB W/ I TI FIBERMESH. OVER 6 MIL VAPOR I BARRIER OVER COMPACTED FILL. X19'-71/2" T-0" 5-31/2" O 0) " D I i 2 __- i 2.6 2.6 3.5 2 -__ —4— ■ 11F—■ r L__._.. _J o ih 2.6 -Li■ —-------� � e FO '19'-6 1/4"M 6'-7 3/4" S3 4'-$" ■ I--- —�1 FO FO I 3 S3 ri-_---n — ° S3�-�- T � I (-) -31/2.. 16'-10 1/2" 4'-11 1/2" �- 61 16 -6 a� — — — - -J�i I FO 2.6 I I - �� R__ C)FO � = S3 ■ ■ N 31-81' N .NU_ ■ I 2'-5 1/2" 25"-6 1/2" I FO MF 11 S3 (2 -STORY FTG.) - >' `` O 0 FO S3 `? v~i b �r N I- a w �, S3 .. U_ ■ ■ ~ 2.6 ILL I 117 ■ 10'-4" 18'-4" UPAVERS 0 � MFO GL � N Nq S3 I D1 r b ®7 3.5 ao N 2 S2C o IN rr I SIM. TOP ® I HORIZONTAL DOWEL J @ TOP OF MAIN "I 2 HOUSE CMU WALL ( S1C LO MF13 S3 ■ -I- -1 I JK rx-- MF1371 S3 S2C DO D DO 4.. D0 D DO 8" 10'-4" 1'-4" 8'-0" 8" 1'-4" D 16'-0" D 1'-4" 4.. 11'-4" 10"-0" 18'-8" 40'-0" FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. REFER TO FBC-R CURRENT EDITION SECTION R506.2.3 FOR REQUIRED LOCATIONS 2. PROVIDE 4" 2500PSII CONC, SLAB W/ 6x6xW1,4xW1.4 WELDED WIRE MESH PLACED AT MIDDLE OR UPPER 1/3 OF SLAB DEPTH OVER 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN Q CURRENT CODE EDITION). 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM w ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. 00 LAP SPLICES SHALL BE NO LESS THAN 30". 4, CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. a 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. a 96. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE 0 i� SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) H - CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR = USE ALTERNATE APPROVED METHOD. e�,Pl1°°�I(lOrr 7. MECHANICAL EQUIP, LOCATIONS WILL BE DETERMINED BY`o�```�Cs •••®�j>��s'/sem Uj C111))a COMMUNITY & COUNTY CODES. r °®• °•.° �/ eon pp K • • 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL ;� 0®tE, y';2� `; LLJ O 00 SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE_ O 0 w -,► = -� Z AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION $ W a -'C o; Q J N INSTRUCTIONS. �� liJ m0 ° _'�- O m 2 :.?. z 'stn .. 4 9. NO WOOD STAKES PERMITTED IN FOUNDATION. Q °•• °.• �� B° Q 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED s®®®� �0 ®�® Q p DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO ° ®�i''®®� ®®®®`®� LL DETERMINE STEP LOCATIONS IF REQUIRED ILL w 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MFO9 AND MF10 ON S3 FOR STANDARD U_ FOOTING STEP DOWN AND CORNER INFORMATION. 0 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE 0 SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH 65 �--- PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION p Q N 13, ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER w COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS w FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE z PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL L CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO 0 FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, Q COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS F=- DETERMINED BY ASTM - D1557 ( MODIFIED PROCTOR). MWO THE FOUNDATION SdZES INDICATED ON THE FOUNDATION PLAN HAS S3 BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 w Z PSF. [t 0 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO p I' DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE 0 _a STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND o FOOTING SIZES PENDING DEPTH OF STEMWALL. Q (� 15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE r'i HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE --- STOP--- w 0 CONTACT E.O,R. PRIOR TO CONSTRUCTION d ----- — - 16. ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTING = SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OF THE 0 L FOOTING WILL BE MEASURED FROM THE LOWEST SLAB ELEVATION 0 MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION Z PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE 0 a CONDITIONS AND/OR LOCATIONS, CONTRACTOR TO FIELD VERIFY 2.6 � ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT j U REQUIREMENTS ARE MET. ° It Z A d �:a FOOTING SCHEDULE w <Cgo 8 ° 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. ^� U Z O WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E,W. n BARS & 3" MIN. COVER TO EDGE OF CONC. a _ 12"x24"x12" dp w/ #5's EQUALLY SPACED EA. 24" SIDE @3" O.C.&MIN Z Q m 1A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN `r 0 (Dz MFO BARS & 3" MIN. COVER TO EDGE OF CONIC. (3) #5 PARALLEL TO 12" H SIDE 6" O.C. U_w 0 r S3 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. z �••••• W CJ w I-- O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. O (� I_- E BARS & 3" MIN, COVER TO EDGE OF CONC. ¢ <� 06 � °� C°b 0 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. U Q U) Z - N 2,3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. © z Z j � BARS & 3" MIN. COVER TO EDGE OF CONC. w Z Q O -j LL C` = I--UF-m O 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. F- J O Q 0 >o A/C o? 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. z c� N O Q PAD Cl) BARS & 3" MIN.. COVER TO EDGE OF CONC. O z UJI Q O � LLj o 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. w �— 1 o = z w Z E 2,6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. U LL 0 z I-- w Y O N BARS & 3" MIN. COVER TO EDGE OF CONC. z d < �- 36 x36 x12 dp w/ #6's EQUALLY SPACED EA. O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. O W O z o BARS & 3 MIN. COVER TO EDGE OF CONIC. 0 = O O 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. Q (n 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. z BARS & 3" MIN. COVER TO EDGE OF CONC. o N 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. U) WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. C N BARS & 3" MIN. COVER TO EDGE OF CONC. M 2.6 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. O Q O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. Z V J BARS & 3" MIN. COVER TO EDGE OF CONC. 48"x48"x16" dp w/ #5's EQUALLY SPACED EA. co W `LU G 4A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. p MF02 BARS & 3" MIN. COVER TO EDGE OF CONC. z 2 JW W S3 48"x48"x24" dp w/ #5's EQUALLY SPACED EA, w = W 46 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. W BARS & 3 MIN. COVER TO EDGE OF CONC. W 52"x52"x12" dp w/ #5's EQUALLY SPACED EA.w Z a 9> .3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W, Q Q BARS & 3" MIN. COVER TO EDGE OF CONC, c~n 54"x54"x16" dp w/#5's EQUALLY SPACED EA. H Cf Co < 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. 3:W V) LU Q tt O BARS & 3" MIN. COVER TO EDGE OF CONC. 0 F_ <8> dp w/#5's EQUALLY SPACED EA. ~ 0 O Z 5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. z BARS & 3 MIN. COVER TO EDGE OF CONC. 60"x60"x16" dp wv/#5's EQUALLY SPACED EA. u� OWAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. W BLDG DESIGN: --- BARS & 3" MIN. COVER TO EDGE OF CONC. �_ STRUCTURAL ENG BED 66"x66"x16" d w/#5's EQUALLY SPACED EA. p w DRAFTING: 5,5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. -DESIGN: --- BARS & 3" MIN. COVER TO EDGE OF CONC. I--STRUCT: JW QC CHECK: CC (0 JOB No. PSQ-0205140 < SCALE: AS INDICATED FOUNDATION P o DATE. 05/18/18 F w 0 01 to% w 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, ao in 104" 11'-0" 1'-4" 11'-0" 1'-4" 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: J Q 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. Z w 0 INDICATES 450 CORNER BLOCK GROUT FILLED WITH (2) VERT. w GRADE 60 #5 CONT. FT.G TO TIE BEAM. ti 0 N (1) # 5 @TOP, BOTTOM Z &@24"O.C. F VERTICALLY BETWEEN [� COLUMN & MAIN w HOUSE CMU �,'�`� meaaaootir/rr® M eyb �® LLI NJ • ■ ■ ■ ■ ■ y� �i oU FILLED CELL ®® �j �� .�, ° Y o 's °° Zq Q �o° �U � � 6-°a 2�jJ :• --F Z PLAN VIEW CO. ®o o ¢ Q U _ _ Sw �° 0 J _„ ®� o . 0 ■ ~ (1) CONT. # 5 FROM �d' ®®°°° �` Q TIE BEAM TO FOOTING ®�'i'®� p(�•®�i w M ------------ x s ■ MASONRY WALL w REINFORCING PER U (1) # 5 @ TOP, BOTTOM PLAN (TYP). O W &@24"O.C. I- VERTICALLY BETWEEN Q COLUMN & MAIN HOUSE CMU - -- - - -- .-.- - r. I w I I x I F-- SECTION VIEW 0 I I J II ■ Q -------------- ■ D1 MASONRY COLUMN TIE IN ofI I 1/2"=V_011 U) Z p JO�I I o IL ----------- I0 10 ` I C° 0 ~ CL °z a C) ® ------------ C U W os ti F- r06' LL0 F=====____E=====a ■ i i I _ �I_ _� ® O / I c — U o Na. w Ld ■ --- _I ° I I �� ■ W Z ------------------ I .- - - _ _ i ------V- W F- r- Q U U w r - i Z W V L ---- O 00Q ti I ii J 0 (D 2 z C� NM -1, 29 Z I-*Z>_jW= fV x _O0mU_0 C F- �.I-jo�oro _/7"D ■ _ o J 7 Z ZQ0 Uj O w �-- c�xZwZ E CV �? OzPwY0 W O J F-�o Q WpD.. Z a TTT U_ T U O Q -Z 2 ■ W N.. ■ ■ ■ CL N 0 () .3'-0" 6'- 2- 104 0 9■ o W W Uj o zo - 2 W W Z 0 u M w = o ■ x — W _ ® o ■ -® ■ z W z CL zV) I--- 0 m Q r W U) Q o Z M ■ o p OC r ■ z (L C4 •• oo •• Uj BLDG DESIGN: STRUCTURAL ENG: BED _ _._...-. ------ - - - 8'-0" 8" 1'-4" 16'-0" 1'-4" LU DRAFTING: 1'-4" 81111-41f 91 -411 -DESIGN: J I=--STRUCT: W QC CHECK: CC u) JOB No. PSQ-0205140 Q SCALE: AS INDICATED DOWEL PLACEMENT PLAN DATE: 05,1$,18 w 1/4111=11-011 U) M S2C 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. III (1) #5 FROM FTG. TO (1) #5 FROM FTG. TO BOND BEAM IN FULLY BOND BEAM IN FULLY MASONRY WALL GROUTED CELL. d I d 2 BAR TOP GROUTED CELL: SEE PLAN SPLICE TO BE MIN. 30 O #5 S @ SPLICE TO BE MIN. 30 (2) #5 BARS @ TOP WHEN MONO DEPTH WHEN MONO DEPTH MASONRY WALL �'I. EXCEEDS 26". IF °I I' EXCEEDS 26". IF SEE PLAN DEPTH IS LESS THAN DEPTH IS LESS THAN CONCRETE SLAB PER 26", THESE BARS ARE CONCRETE SLAB PER > I I 26", THESE BARS ARE FOUNDATION PLAN I•Ig NOT REQUIRED FOUNDATION PLAN a NOT REQUIRED I VARIES ' :` 4'. ' #3 STIRRUPS @17 48" O.C. WHEN A. a . a :� SEE PLAN 4. ° . rd MONO DEPTH °00 co _ d� . I °. d ' �la ' GRADE #3 STIRRUPS @ _-_ I _ da . I a. 4 :Fr ' GRADE z EXCEEDS 26, IF = d '. d . I.° - - � � 48" O.C. WHEN - d .: I = DEPTH IS LESS - I - ° d — I — I — ° ' THAN 26" - I II ' I IT z o MONO DEPTH - I �l III z q THESE BARS _ 1- ° - I o M EXCEEDS 26' ; IF 1 - ° ° d ' 4 - o r� - I (=I ( I ' °°°'..'9�1 ° I — DEPTH IS LESS co - - I a'� j.l - ARE NOT REQ'D co -I - .. ((_ - -, THAN 26" I Sk THESE BARS - (2) #5 BARS CONT. ' 1 = _ ARE NOT REQ'DI III= I=I I CLEAN COMPACTED W/ 3" COVER TYP. - I I -I I CLEAN COMPACTED FILL @ 95% STANDARD 8" 1'-4" W/ 3 3" FILL @ 95% STANDARD (2) " COVER TYP. BARS CONT. 8" V-4" DENSITY q 11DENSITY10 ALL REINFORCEMENT SHALL ALL REINFORCEMENT SHALL MAINTAIN 3" CLEAR TO MAINTAIN 3" CLEAR TO WHERE 2ND STORY OCCURS, FTG GRADE AND 1-1/2" CLEAR TO WHERE 2ND STORY OCCURS, FTG GRADE AND 1-1/2" CLEAR TO SHALL BE 1'-4" WIDE W/(3) #5 BARS SHALL BE 1'-4" WIDE W/(3) #5 BARS ANY FACE EXPOSED TO ANY FACE EXPOSED TO WEATHER WEATHER F01 TYPICAL EXTERIOR FOOTING fiFO TYPICAL GARAGE CURB FOOTING CONC. SLAB PER FOUNDATION PLAN U) w d° q d ° d' z 11 II =I01 61 ; III=111 (1) #5 BAR CONT. W/ 3" COVER TYP. CLEAN COMPACTED FILL @ 95% STANDARD DENSITY FO NON-BEARING SLAB STEP DOWN IF BEARING WALL 0 ABOVE - WALL VERIFY W/ DETAILS FOR REQ'D ANCHOR TO HAVE MIN. PLAN AND BEARING 7" EMBEDMENT BELOW MIN 5" LOWEST STEP OF WALL SCHEDULE CURB CONC. SLAB PER (1) #5 CONT. W/ 1-1/2" w M g ~ COVER TYP. z I• BEYOND CONCRETE SLAB PER a a ° 400 FOUNDATION PLAN C a e ' 4' �r ° a _ a ° 4 oCo 90 -DEGREE #5 HOOK ° I - Z I—I I; 8" 16" 4" It 01 d L:.._,; .' (2) #5 BARS CONT. W/ i/ CONC. SLAB PER 3" COVER TYP. CLEAN COMPACTED WHEN MONO DEPTH FILL @ 95% STANDARD FOUNDATION PLAN DENSITY WHERE 2ND STORY OCCURS, FTG .° q. SHALL BE 1'-8" WIDE W/(3) #5 BARS FOR REQUIRED #5 f�F�0DOUBLE STEP FOOTING 26", THESE BARS ARE 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" % 3/4"=1'-0" (1) #5 FROM FTG. TO TIE BEAM SPLICE TO BE MIN. 30" GROUT CELL SOLID SEE PLAN FOR r I SHOWER SIZE 1 II 0 2x BRG WALL PER VERIFY W/ DETAILS FOR REQ'D � PLAN AND BEARING - - J BUILDER WALL SCHEDULE z M CONC. SLAB PER FOUNDATION PLAN g ~ 2x P.T. BASE PLATE BEYOND CLEAN COMPACTED ° 400 GRADE G" "d.— .a°, a d o _--_ FILL @ 95% STANDARD W % �� q .dam' .0 .d 90 -DEGREE #5 HOOK co eI'.a°'.d a q DENSITY d L:.._,; .' 1' I I I--� CONC. SLAB PER FOR REQUIRED #5 III= DENSITY WHEN MONO DEPTH 8" x 8" THICKENED FOUNDATION PLAN EXCEEDS 26". IF -III III -1'-4" .° q. DEPTH IS LESS THAN FOR REQUIRED #5 3/4"=1'-0" 26", THESE BARS ARE #3 STIRRUPS @ 48° 3" COVER TYP. NOT REQUIRED O.C. WHEN MONO •:.�.a Aa .. ` e e'° co -1 �_I—I I—III JEELI _ •a _I I I; (2) #5 BARS CONT. (2) #5 BARS CONT. W/ I ...I 11=V=III I I I I' I I111=111=1111 I -III III -I I I- W/ 3" COVER TYP. 3" COVER TYP. 8" 8" 8" 8" CONNECTION ARE NOT REQ'D WHERE 2ND STORY OCCURS, __ FOOTING @ fiFO gFTG]SHALL BE 1'-8" WIDE W/(3) #5 B 01=0_FOOTING AT INTERIOR BEARING THICKENED EDGE 3/4"=1'-0" (n FOOTING PER MF08 ON °: :4 .a 4 ' a I` W Cn THIS SHEET BEYOND w U w UJI NOTE: AT FRENCH °° a W PAVERS PER PLAN PITCH DOOR LOCATIONS. M d r_d r. ° CONTRACTOR TO °' a - -I— VERIFY WITH DOOR •, MANUF. FOR ~° � ° SLOPE .a L.' d. REQUIRED RECESS CLEAN COMPACTED I I ' '......°...'�. j�'5 ' : •a. THRESHOLD PER MFR'S. FILL @ 95% STANDARD SPECIFICATIONS THRESHOLD PER DENSITY MANUFACTURER'S EXTEND SLAB OUT 1 1/2" AT fi F1 FOOTING @ ENTRY MASONRY COLUMN SPECIFICATIONS FRONT ENTRY DOOR & GARAGE ENTRY SWING DOOR cn CONC. SLAB PER rv FOUNDATION PLAN WW v M d ! ° �---- SLOPE PER DOOR MANUFACTURER " SLOPE EXT. SURFACE • . , •.' OR GRADE 1/8" PER FOOT AWAY FROM BUILDING 1/2" FIBER EXPANSION AS REQUIRED AF1 EXTERIOR DOOR POURED SILL 3/4"=1'-0" COPYRIGHT MCD 2015: The information contained in this documf (1) #5 FROM FTG. TO TIE BEAM SPLICE TO BE MIN. 30" GROUT CELL SOLID SEE PLAN FOR r I SHOWER SIZE 1 II 0 ALL REINFORCEMENT SPECIFIED IN PLAN VERIFY W/ DETAILS FOR REQ'D � OPTIONAL CURB BY - - J BUILDER �8" z M CONC. SLAB PER FOUNDATION PLAN g ~ FOUNDATION PLAN BEYOND I ° 400 GRADE G" "d.— .a°, a d o _--_ OR PAVERS W % �� q .dam' .0 .d 90 -DEGREE #5 HOOK co eI'.a°'.d a q ° III III_ d L:.._,; .' 1' I I I--� .,..-.. —III— (2) #5 BARS @ TOP FOR REQUIRED #5 III= DENSITY WHEN MONO DEPTH 8" x 8" THICKENED 4 8 EXCEEDS 26". IF -III III -1'-4" I I DEPTH IS LESS THAN FOR REQUIRED #5 3/4"=1'-0" 26", THESE BARS ARE #3 STIRRUPS @ 48° 3" COVER TYP. NOT REQUIRED O.C. WHEN MONO BAR. LAP REBAR PER DEPTH EXCEEDS 26", ° d. . (2) #5 BARS CONT. IF DEPTH IS LESS BY TIE IN OR EPDXYd W/ 3" COVER TYP. THAN 26" THESE BARS CONNECTION ARE NOT REQ'D O __ FOOTING @ fiFO SHOWER AT MASONRY 3/4"=1'-0” CONC. SLAB PER 8"x12" THICKENED FOUNDATION PLAN SLAB W/ (1) #5 CONT. W/ 3" COVER TYP. ...8', d GRADE 'd _7 =1 I I= -1 I I—I I I—III I I I I I— •' 'III=I I- —III -1 I I =— _ _ _ —1 I 1=1 I 1=1I = I I I„_I I I I I I III=ISI 'III 111- I•- 8 118 I I 1111- I04 THICKENED EDGE ® FILLED CELL PER PLAN ALL REINFORCEMENT SPECIFIED IN PLAN VERIFY W/ DETAILS FOR REQ'D GARAGE STEEL AT 2 STORY LOCATIONS - - J TOP VIEW C CORNER CONC. SLAB PER MIN. 24" BEFORE FOUNDATION PLAN GARAGE WALL �a 0Ilk BEYOND I DRIVEWAY BY r O q BUILDER- CONCRETE 4„ -...__.. __- 01 M OR PAVERS W % �� q .dam' .0 .d 90 -DEGREE #5 HOOK 0 eI'.a°'.d a q ° III III_ CLEAN COMPACTED ° . VERIFY PLAN DETAILS FILL @ 95% STANDARD FOR REQUIRED #5 III= DENSITY CONT. BARS. MAINTAIN 3" COVER TYP. 8" x 8" THICKENED 4 8 EDGE W/ (1) #5 CONT. MIN. W/ 3" COVER, TYP. *Ff�'THICKENED EDGE @ GARAGE DOOR FOR REQUIRED #5 3/4"=1'-0" .nt is copyrighted and is the exclusive property of MONTA CONSULTING & I CLEAN COMPACTED FILL @ 95% STANDARD DENSITY 3/4"=V-011 8" C.M.U. FINISH PER ELEV. FINISH FLOOR Z PENETRATING PIPE MAX. 4 d #5 LOOP TIE (TYP.) NOTE TO CONTRACTOR: Z ALL REINFORCEMENT SPECIFIED IN PLAN VERIFY W/ DETAILS FOR REQ'D FOUNDATION DETAILS SHALL TIE IN TO STEEL AT 2 STORY LOCATIONS ADJACENT MONO AND/OR STEM WALL FOUNDATIONS AS SPECIFIED THIS DETAIL. MIN. 24" BEFORE a� z Z ANOTHER STEP �a 0Ilk FOUNDATION PLAN o��l= m Q FOR QUANTITY r O q a _Z °e ca A ��.U_ q �z �� Wrd. ' ' > ,� . d. r W % �� q .dam' .0 .d 90 -DEGREE #5 HOOK °I - eI'.a°'.d a q ° III III_ ` 4 ° �° -'�a- ° . VERIFY PLAN DETAILS LU �'�- - w o a d. d. �' FOR REQUIRED #5 III= ""'`'<. CONT. BARS. MAINTAIN 3" COVER TYP. MIN.- 1 16 LINTEL PLAN MIN. VERIFY PLAN DETAILS__I I II I 1=1 1 L._._.. ' BEND EACH CONT. #5 FOR REQUIRED #5 BAR AT STEP DOWN, CONT. BARS. MAINTAIN OR INSTALL #5 HOOK 3" COVER TYP. BARS FOR EACH CONT. BAR. LAP REBAR PER DETAIL MD08 ON ° d. . LINTEL PLAN F09 TYPICAL STEP FOOTING DETAIL 8" CMU - CONC. SLAB PER FINISH PER ELEV. FOUNDATION PLAN FINISH FLOOR PENETRATING 9 . GRADE PIPE. MAX 4 M + .. REFER TO FOUNDATION PLAN — "- ° FOR; CONT. FOUNDATION PVC SLEEVE MAX INFORMATION 6" DIAMETER =I =) FOOTING PER PLAN "� I=I ° 40. 44 I FOOTING PER PLAN CLEAN COMPACTED FRONT VIEW PVC SLEEVE Z FILL @ 95STANDARD ( ) MAXMAX6"DIA. � (SIDE VIEW) DENSITY CONTACT EOR FOR ADDITIONAL REVIEW (2) #5 x 4'-0" BARS FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS CENTERED AT PIPE PVC OR 5CH40 SLEEVE PENETRATION —. I II o A III—I I u 4 a� a d -I I I d — I REFER TO FOUNDATION PLAN PIPE PARALLEL TO FND _ FOR CONT. -I- SEE FDN. ((- PLAN FOR FOUNDATION I I I- SIZE & REINF. INFORMATION #F1' TYPICAL FOUNDATION PENETRATIIONS PIPE PERPENDICULAR TO FND 3/4"=11-011 DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSUL HOLD BRG WALL BACK SO GYP FINISH IS FLUSH W/ FOUNDATION BELOW CONI,. SLAB PER FOUNDATION PLAN W Cl) j I 2x P.T. BASE PLATE I 4.° °• a . • 4 1 I II ...,,..... ..-1l 0 — I I — . 2x BRG WALL PER PLAN AND BEARING WALL SCHEDULE "' I I I-= III III ... I -I I '- , - (2) #5 BARS CONT. W/ 6" $" 8" 10" 3" COVER TYP. CLEAN COMPACTED FILL @ 95% STANDARD DENSITY WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-8" WIDE W/(3) #5 BARS AFOkBEARING SLAB STEP DOWN VERIFY W/ DETAILS FOR REQ'D Z STEEL AT 2 STORY LOCATIONS n 44 �.� CONNECTION #5 CONT, �d' REINFORCEMENT SEE d• r �; FOUNDATION PLAN ° °' 'q A .r FOR QUANTITY dp - ° of W" rr % Md '' ° . ° :. • �' 90 -DEGREE #5 HOOK ° d° o I'I. BARS AT CORNER, OR a. d° d.' ° d a.. q 1.11 BEND CONTINUOUS#5 ° d BARS AROUND °4I CORNER. LAP REBAR CMU BASE W/ (1) #5 PER DETAIL MD08 ON d A . °' d• "� `44 LINTEL PLAN #Fl TYPICAL CORNER BAR DETAIL (TOP VIEW) 3/4"=11-011 WOOD POST PER PLAN Z FOR SIZE AND BASE CONNECTION TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE F_ FILLED SOLID SEE ELEVATION CMU BASE W/ (1) #5 VERTICAL @ EA. CORNER. SEE PLAN FOR BASE SIZE; BARS TO TIE INTO EXT. FTG.d ° d. . BY TIE IN OR EPDXYd q ° z CONNECTION Al d' `' r, O I m THICKENED EDGE i (n FOOTING PER MF08 ON °: :4 .a 4 ' a I` J THIS SHEET BEYOND " ' 4 ' d w UJI CONC. SLAB OR °° a W PAVERS PER PLAN PITCH d r_d r. ° GRAD °' a - -I— d SEE FOUNDATION FOR I _ 4 . ° ., .a' 4 PAD SIZE - .a L.' d. CLEAN COMPACTED I I ' '......°...'�. j�'5 FILL @ 95% STANDARD ,:, DENSITY fi F1 FOOTING @ ENTRY MASONRY COLUMN .TING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. J H z w 0 U) w wY 0 N z D W ,%►itt111111j,�'r 0 W co O sw�V o®e®ooeo®oo®o i. a prp U � •oe LLJ O 00 0 V: J z NI „ az LU •mss : J� 0 . �z : p �°l+M% z Pd®idA119111`r` ILL ILLW i Z O F_ U i (n W i LU I.V U ' O i U 9` 0 -D i z CO > U)Lt r OWvrlzw � U �U)Z N�- p > U' W©M'.E z<0JUU_0 F—U1=m a = owlot 8 Q V.2 J Z<0�: i o F— ozzwz E OZF-wY0 O W LL v_0 a W ZoLL o > c= 0 � N i > d' > N F_ i U j ' W W > 0WW u Wza 1- Cl m a W coLLI coa -� PCZ r _ Re BLDG DESIGN: --- 1 STRUCTURALENG BED DRAFTING: i -DESIGN: --- STRUCT: JW _- _ ..... QC CHECK CC JOB No. _ _ PSQ-0205140 I SCALE: AS INDICATED 1 DATE: 05/18/18 00 V -- CO N V-4 Q TIS LEVEL PRCil ACT "Hit METAL IL ATH ORwIRESCREEN PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE WITH TOP OF BLOCK FOR AT CORNERS PROPER TRUSS/ FLOOR PROVIDE LINTEL W/ 3000 OVER COURSES NOT REQ'D APPROVED LINTEL MANUFACTURERS: LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING SYSTEM BEARING (MIN 3") STANDARD #5 psi CONC. PER TO BE FILLED. (SHEET METAL CASTE -CRETE, QUALITY, LOTTS, &POWERS STEEL IF R FELT PROHIBITED APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL HOOK BAR, LAP LINTEL PLAN, &PAPE ) TYPICAL TRUSS ANCHOR PER PLAN OTHER BARS INTO REBAR IS STANDARD LINTELS STANDARD LINTEL NOTES CORNER AS REQ'D INDICATED IN PROVIDE SCREEN WHEN BLOCK BELOW CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -OB 8F16-1 B / 8F16 -OB 8F24-1 B / 8F24 -OB 8F32-1 B / 8F32 -OB LINTEL, #5 TO BE HOOK PER IS NOT REQUIRED TO BE FILLED 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. HOOKED INTO MD08 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 SIDE VERTICALS ' STANDARD 90 DEGREE HOOK 2'-2" 1783 3069 / 3069 6113 / 5163 8974 / 8054 10000 / 1000Q 2• (1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY Q ° . ° . 41' °. a 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 OPENINGS. U.N.O. F- 4.,° ° 4' a .- w TYP. BOND BEAM $" x 8" x 16" K.O. 3r_2rr J. ALL STANDARD LINTELS TO HAVE MIN. 4" NOMINAL BEARING EA. END. ALL RECESSED LINTELS TO Z 1217 2165 / 1969 6113 / 2931 8672 / 4576 10000 / 6224 °- �"' '"" "�" — •� �" �' '- — - LINTEL BLOCK FILL W/ 3000 psi CONC. HAVE MIN. 8" BEARING EA. END p `° ° . ° ° °'d ° ° •' , ° a ° ' : e : ° f— p 3'-4" 1006 1663 / 1349 5365 / 1999 7342 / 3123 10000 / 4249 d ° W/ (1) #5 DIA. REBAR ,A. ° 4-011860 1651/1349 53651 1999 7342/3123 10000/4249 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN, IF DEEPER LINTEL INSTALLED THAN w a d ° da p- O 4'-6" 710 1423 / 1105 4360 / 1631 6036 / 2549 8328 / 3470 INDICATED ON PLAN THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT d °° g C w _j iZ1 w 5-2 570 1232/1232 3480/2580 8360/3586 8825/4592 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. A d _ O ❑ w 6'-2" 488 991/991 2661/2143 5681/2698 6472/3685 O - 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK ASA MIN. 32" FOR THE LOAD Q N O �' 7'-0" 416 752 / 699 1843 / 1625 3486 / 2602 6390 / 3302 II ° L°. z C C) 0 w CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS z ° �41 2BOTTOM STEEL IN LINTEL IF M cn 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 O ° INDICATE - SHOULD HOOK INTO 9'-2" 315 618 / 535 1533 / 1247 2781 / 1946 4754 / 2489 ADEQUATE FOR THE LOADS. VERTICAL CELLS PER MD08 d °r ° 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS W SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY 11 ROUGH OPENING PER PLAN — °- a 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 COORDINATE WITH EOR AS REQ'D. ° WITH WINDOW/BOOR SUPPLIER SPECIFICATIONS AND C '-2" 255 .471 / 352 1'075 / 1075 1838 / 1567 2883 / 2003 M STD. 90 DEGREE ANGLE 3000 psi ��,`►11111111�>Bd w 12 -0 239 418/297 1075/1045 1838/1446 2883/1848 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL +r� ��� a ° CONC. W/ (1) #5 DIA. REBAR O ` 0 , ' 0° 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS ��®®q " +® /'j/x��r LLj o e0-�. Y c::) 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE LL. ° I. 13'-4" 0 328/0 1234/0 1779/0 2662/0 2439/0 1997/0 8R14-OB/1T MATERIALS P 1 NO ' z [�� ®"+" �' °' Co� 0 s v r ®. ?,�1W� O ®� 0 6 o Q _ � Oil = = Z U <C 6'-4" 526/434 1539/1539 1329/2267 N � 14'-0" ° 292/0 1160/0 1660/0 16'-0" 0 284/0 950/0 1379/0 1. f PRECAST LINTELS = 3500 PSI. SEE DOWEL LAYOUT I n /� WALL VV„�� TYPICAL MASONRY CONSTRUCTION 7'-4" 480 / 322 1334 /1334 1964 / 1552 BOTTOM OF LINTEL CAVITY d G i O U W ZO w C:1 ” 1-1/2 CLEAR 0 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE LL. ° I. 13'-4" 0 328/0 1234/0 1779/0 2662/0 2439/0 1997/0 8R14-OB/1T MATERIALS P 1 NO ' z [�� ®"+" �' °' Co� 0 s v r ®. ?,�1W� O ®� 0 6 o Q _ � Oil = = Z U <C 6'-4" 526/434 1539/1539 1329/2267 N � 14'-0" 0 292/0 1160/0 1660/0 16'-0" 0 284/0 950/0 1379/0 1. f PRECAST LINTELS = 3500 PSI. SEE DOWEL LAYOUT I n /� WALL VV„�� TYPICAL MASONRY CONSTRUCTION 7'-4" 480 / 322 1334 /1334 1964 / 1552 BOTTOM OF LINTEL CAVITY d G i 11 ° BEAM W/ (1) #5 BAR W/ 3000 psi CONC. SEE 18 -0 0 211 / 0 750 / 0 1177 / 0 1676 / 0 a + a ° 1 MD08 FOR LAP INFO. 18'-$" 0 142/0 598/0 1114/0 1468/0 2. fi c PRESTRESSED LINTELS = 6000 psi. �s ®�, z Z,;. •"%/may z �� ° d ° 201-0" 0 180/0 598/0 1024/0 1441/0 3. GROUTED PER ASTM C476 fig = 3000 psi W/ MAXIMUM 3/$ AGGREGATE AND 8 TO 11 SLUMP. 6. "®®®� Y(r ® } O PROVIDE CLEAN OUT OPENING @ GROUT 20'-8" 0 145/0 550 /0 981/0 1376/0 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE LIJ ®� P� ®®® LL FILLED CELL AND REBAR (TYP). MORTAR 221-811 0 110 / 0 450 (n 824/0 1147/0 STRENGTH =1900 PSI. _ //111111111ll®�®®® JOINTS SHOULD NOT BE CUT RECESSED LINTELS -FILLED (— �-} CLEAR OPENING 8R6-1 B/8R6-OB 8R14-1 B/8R14-OB 8R22 -16/8R22 -OB 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW °'. I SEE FOUNDATION FOR FOOTING RELAXATION. 7/32 WIRE PER ASTM A510. O ° ° 2'-4" 1694/1694 3725/3280 5499/5421 cn ° �' �• 2'-8" 1425/1425 3343/3280 4933/4933 z 3;-0" 1230/1230 2769/2769 4085/40$5 LINTEL DESIGNATION SCHEDULE 3'-4" 1081/920 2769/1716 4085/2839 LINTEL F = FILLED WITH GROUT 0 4'-4" 846/833 2121/1716 3127/2839 MARK REQUIREMENTS U = UNFILLED aof ° I. GRADE 40 R = RECESSED & FILLED WITH GROUT ° BEND 0 _ w I- 8R14-OB/1T LENGTH P 1 NO ' -SHEAR WALL T OPENING "Ar, TYPI AL SHEAR WA L SEGMENT 6'-4" 526/434 1539/1539 1329/2267 o 8R6-OB/1T °. 4 O 17/8 41/4 7 ° 21/4 PROVIDE CLEAN OUT OPENING @ GROUT 20'-8" 0 145/0 550 /0 981/0 1376/0 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE LIJ ®� P� ®®® LL FILLED CELL AND REBAR (TYP). MORTAR 221-811 0 110 / 0 450 (n 824/0 1147/0 STRENGTH =1900 PSI. _ //111111111ll®�®®® JOINTS SHOULD NOT BE CUT RECESSED LINTELS -FILLED (— �-} CLEAR OPENING 8R6-1 B/8R6-OB 8R14-1 B/8R14-OB 8R22 -16/8R22 -OB 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW °'. I SEE FOUNDATION FOR FOOTING RELAXATION. 7/32 WIRE PER ASTM A510. O ° ° 2'-4" 1694/1694 3725/3280 5499/5421 cn ° �' �• 2'-8" 1425/1425 3343/3280 4933/4933 z 3;-0" 1230/1230 2769/2769 4085/40$5 LINTEL DESIGNATION SCHEDULE 3'-4" 1081/920 2769/1716 4085/2839 LINTEL F = FILLED WITH GROUT 0 4'-4" 846/833 2121/1716 3127/2839 MARK REQUIREMENTS U = UNFILLED aof 5'-4 664 / 572 1761 / 1761 2595 / 2595 ° I. GRADE 40 R = RECESSED & FILLED WITH GROUT :A °I BEND 0 _ w I- 8R14-OB/1T LENGTH d' .. LO co0Z "Ar, Z "C" "Dir 6'-4" 526/434 1539/1539 1329/2267 o 8R6-OB/1T 4- .4 O 17/8 41/4 7 15 21/4 41/4 .. ,. ' SEE DOWEL LAYOUT 21/2 /� WALL VV„�� TYPICAL MASONRY CONSTRUCTION 7'-4" 480 / 322 1334 /1334 1964 / 1552 BOTTOM OF LINTEL CAVITY d G i O U W ZO w C:1 ” 1-1/2 CLEAR 0 O 113/4 25 _j o z H w . ° ° ... TOP KNOCK OUT/ LINTEL BLOCK Z 5'-4 664 / 572 1761 / 1761 2595 / 2595 SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 R = RECESSED & FILLED WITH GROUT w BEND 0 _ w I- 8R14-OB/1T LENGTH LAP SPLICE .. LO co0Z "Ar, Z "C" "Dir 6'-4" 526/434 1539/1539 1329/2267 o 8R6-OB/1T QUANTITY OF #5 REBAR @ O 17/8 41/4 7 15 21/4 41/4 .. ,. ' SEE DOWEL LAYOUT 21/2 /� WALL VV„�� TYPICAL MASONRY CONSTRUCTION 7'-4" 480 / 322 1334 /1334 1964 / 1552 BOTTOM OF LINTEL CAVITY 8F16-OB/1T O U W ZO w C:1 ” 1-1/2 CLEAR 0 O 113/4 25 _j o z H w . ° ° ... TOP KNOCK OUT/ LINTEL BLOCK Z fn O #6 8'-4" 415/235 1152/1152 1694/1552 0 8F8-0B/1T 81=16-113/1T Q 81✓16 181/2 PLAN FOR FILLED CELL #7 43/8 9 13/16116 1/2 35 51/4 1913/16 213/4 3/4"=1'-0" o QUANTITY OF #5 REBAR AT TOP P+'• a 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER Q 8R14-1 B/1T — O 8F20 1B/1T Q 8F16-1B/1T 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. NOMINAL HEIGHT C0 +< 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. w Q M (n TYPE DESIGNATION NOMINAL WIDTH a O LINTEL PER PLAN " ' '° E - - - 9' 4" T.O.M. - - INTERIOR/EXTERIOR � #5 REBAR AT TOP MIN. (1) REQ'D W REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 x - BEND 0 _ w I- 8R14-OB/1T LENGTH LAP SPLICE .. LO co0Z "Ar, Z "C" "Dir 1-1/2" CLEAR o licit Q� LL W_jd #3 17/8 41/4 7 15 21/4 41/4 .. ,. ' SEE DOWEL LAYOUT 21/2 /� WALL VV„�� C ((''�� c A LE`�END 0 8F16-OB/1T O U W ZO w C:1 ” 1-1/2 CLEAR 0 O 113/4 25 _j o z H w . ° ° ... TOP KNOCK OUT/ LINTEL BLOCK Z fn O #6 33/4 81/16 14 30 41/2 81✓16 181/2 PLAN FOR FILLED CELL #7 43/8 9 13/16116 1/2 35 51/4 1913/16 213/4 56 o P+'• a INFORMATION.. MIN. (1) O 8F20 1B/1T +< IS REQUIRED ON Q M (n LINTEL PER PLAN " ' '° EITHER SIDE OF - - - 9' 4" T.O.M. - - INTERIOR/EXTERIOR � #5 REBAR AT TOP MIN. (1) REQ'D W . . ;.:., ..., ..., -•'. EN N. OPENING U O BEARING WALLS VERIFY "O 8F20-OB/1T U J a C.M.U. a ® = 11'-0" T.O.M. HGT. W/ARCHITECTURAL PLAN U.N.O. OR LINTEL O 8R22-1B/1T z oo g n a GROUT _ � TRANSOM OPENING .e; -0" 11'-0" =KNEE WALL O 8F24-1B/1T O z ° #5 REBAR AT BOTTOM OF LINTEL U U_ W PER PLAN �o CAVITY FRAME INFILL AROUND 0 8R22-OB/1T BOTTOM REINFORCING PROVIDED z WINDOW BY BUILDER (2) 2x8 SYP #2 P.T. WOOD HEADER O O O 7-5/8"AACTU IN LINTEL (VARIES) 0 r TURNED SIDEWAYS. ATTACH (2) 2x8 O _ M 0 8 NOMINAL WIDTH > U SEE WF01/SD3 FOR SYP #2 P.T. HEADER TO MASONRY _ o0 6`-0" 8'-0" 3'-0" 00 - 3' 0" 8F24-OB/1T O . ,.. r I MORE INFO 1 WALL W/ SIMPSON HU28-2 OR HUC28-2 - N O 8R30-1B/1T FILLED � A � � a HANGER @ EA. END. USING (14) 1/4" w DIA. x 2 3/4" TAPCONS & (6) 10d NAILS P 8F32-1B/1T 1-1/2" CLEAR x Z INTO HEADER. NAIL EACH PLY AND EACH ADDITIONAL HEADER PLY W/ (2) 1Od NAILS STAGGERED @ 6" O 8R30-OB/1T O ° D U 'a ROWS OF O.C. AND MIN. 2 FROM ENDS. q O O v #5 REBAR AT TOP MIN. (1) REQ'Do Od 8F32 -OB/1T Z C.M.U. ❑ Z O 8F38-1B/1T ° w U DOOR OR WINDOW OPENING }±, U3 ° �z � w r ~ LUC)�w 1� MAX 4 -O REFER TO DESIGN u 8F12 -1 B/OT - v- O W p_j rn j ca t o PLANS FOR REQUIRED O 840-1B/1T ,�-----,� BOTTOM REINFORCING PROVIDED Q 0f -1Ci U) � Y, 8 IN -FILL FRAMING 7-5/8" ACTUAL IN LINTEL (VARIES) p (� w Z O C'4 c DIMENSIONS W O 8F28-�B/1T 8" NOMINAL WIDTH w z Z Q zz 11� ��``'�� /MDU/ LIN TEL W/ TRANSOM DETAIL $F40 OB/1T UNFILLED _ J _ J o ~ o > a dN N REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 x - BEND 0 _ w I- Z) U) Li- 't M � Iii o ❑=zwz E LENGTH LAP SPLICE .. LO co0Z "Ar, rrBrr "C" "Dir 1-1/2" CLEAR o licit Q� LL W_jd #3 17/8 41/4 7 15 21/4 41/4 91/4 #4 21/2 O _N "'kkk 20 w Q w #5 REBAR AT TOP MIN, (1) REQ'D O U W ZO w C:1 #5 M O 113/4 25 _j o z H w . ° ° ... TOP KNOCK OUT/ LINTEL BLOCK Z fn O #6 REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND O LENGTH LAP SPLICE "Ar, rrBrr "C" "Dir "Air "Bi, licit "D" #3 17/8 41/4 7 15 21/4 41/4 91/4 24 #4 21/2 5 5/8 91/2 20 3 55/8 121/21 32 #5 31/8 7 113/4 25 33/4 7 151/21 40 #6 33/4 81/16 14 30 41/2 81✓16 181/2 48 #7 43/8 9 13/16116 1/2 35 51/4 1913/16 213/4 56 1- w ° .°,4 .. COURSE - 0 cnOCO XW a O o , 04 U O I— g' #5 REBAR AT BOTTOM MIN. (1) U le �OoG� REQ'D d 04 �' F O z 7-5/8" A AL LINTEL POWERS STEEL BOXED (D Fn O 8" NOMINAL WIDTH POWERS STEEL ° Cl) W ° z 2 J W z 0 5-4��-->� SAFE LOAD TABLE NOTES W = W n rn I-- _ - UjO 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED ~ W O o A LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL Q Q Z a 1- MIN. RECESSED LINTELS BASED ON 4" NOMINAL BEARING. F- 1 V-0" T.0.M: cn @COLUMN 2. 0 = NOT RATED. °: °... 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. W co LLJ 0 a , O 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 0 O Z #3 = 2 Y2' 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAIINED BY THE DESIGNER BY PROVIDING o W 5-4 #4 = 2 Yz" 9'-4" ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. z 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. U) C. #7 = 3 Yz" OMIN. K WN. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY p BLDG DESIGN: --- e,... ° q 4 8'-0" CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF cn STRUCTURAL ENG: BED 16'-0" — DRAFTING: --- -- --,. _. a °.• ° SUPPORT. rrBrr -DESIGN: --- ' 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT.-STRUCT: JW d °.: LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK 9. ALL 'SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. � � QC CHECK. CC — -- -- .-....-. fn JOB No. PSQ-0205140 )0 REBAR SPLICE DETAIL `� SCALE. AS INDICATED 3/4"=1'-0" w DATE 05/18/18 LINTEL PLAN ❑ W 1/8"=1 S4C '-0" cn z ---rCOPYRIGHT 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. ANO WALL LEGEND = 9'4" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY = 11'-0" T.O.M. HGT, W/ ARCHITECTURAL PLAN U.N.O. OR LINTEL = KNEE WALL r. PER PLAN z ■■ w Cil co U U U Cil � r~ 0 CJ3 CJ3 0 1= CJ5 CJ5 4` 0) C4 ■ ■oo 00 Cil C3 FO 1 i` V U ®� ®y.�2y Z D e z '',,, crr O� o J Q U I_ _ — = — — CJ3T ua ,K $ 0� O s Q Uj 5 Z U_ C1 ti I I *�®®®f®®ddd9B w0® `® pip t U_ W 1 I A7T LL ® 19 5 C I I O 6T z W F1 6 � Q 5T p Q a _ F-1 I I w -- I' 4T J _. — — _. _.. _ _... — — ____ ____ — — ■ A3 co o I I A2 J z a 0 013---------' 0 F1 F1 Al o � D 18 12 R R 12 18 D 2 ¢ CJ D1 --------- _j FT3 cli U) _ I W 2 H2x10 - BUCKET a D 4 INTO COLUMN R 13 19 U W - S1 W/ HUC410 18 4 B ua I— 0 D co r•. p � D2===_=====C=====a w w U Z ; O 1 D4 IL---------- A 4 18 B W 1 > U° 18 4 B y i SlCL D---- D5A /�- �� I -------- D u.i o T T04 IN IN 19 5 Q BW1----_-__LL i tNi a u� T U z •`9�ooaa� D5 _ m D5 D o -__ _ til u. ch III O II 11 --------III z W0,��w ---- J O J CA Cfl I. E D5---- ---- _ �� U otS `' Z ti rn o------ --{ II JI _ BW1 B N I i ii DO O O zl^-Z>M00= D5 SIMPSON HGA10 x ;; BW1 SD1 w Q p „_, � CD =3 Cn TRUSS TO — --- O Jpp©�c 8 ANGLED WALL — z J U) O ro D6 ■ i H2x10 m0 J z< 0 3: � lii o BW2 Q 5 19 SII m LL w F- zo=zwz E U Ozl-w�0 E2 W 2x6 #2 SYP CONT LEDGER AT U_ � LL U_ Q � vJ Q W �' wl FLOOR LEVEL W/ (3) 1/4" x 3 1/2" W 1— O u, BW2 SDS SCREWS AT EACH TRUSS 18 B &DO 0 W Z E2 FO 2x8 STUDS VERTICAL / DIAGONAL MAX24"24" O �C, BW1 SD1 ¢ 0 D F1 SIM. NO THREADED RODS, ATTACH TRUSS TO z 1 CONTRACTOR TO INSTALL CS18 WALL BELOW W/ o .. E2 D STRAPS FROM 2ND FLOOR TO SIMPSON DTC CLIP N ■ ■ ■ 1 ST FLOOR AT 16" O.C. MAX a N E3 pp C7 Q SD1 Sp1 Q J U_ BUCKET ENTRY O > W d] E3 TRUSSES INTO FT4 0 LU J PER TRUSS COMPANY z SIM. NO S1 F1 F1 3:0 W W tl E3 BLOCKING 2 2 p p 2 w = ..: W REQ'D D■ r W 1 4H1 FT1 z a Z Gam.. E4 1 F1 U2 Cy m Q 1 GEO hJ D G10 W CO) Q (2) 2x6 #2 SYP ■ ;' o O Z 4CJ1 V BLOCKING W/ Z A34 EACH END G1 C7 fl G. e4 • v5 O BLDG DESIGN: --- G3 U STRUCTURALENG: BED U w DRAFTING: .---- - - -DESIGN: --- GEO U _-STRUCT: — JW--- ---- D QC CHECK CC U JOB No. PSQ-0205140 `t SCALE: AS INDICATED F- --- - --- FIRST T FRAMING PLAN.) DATE: 05/18/18 TE: SEE PAGE S6 FOR NOTES ASID CONNECTOR LEGEND 1/41=11-011 S5C -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 CONNECTION & FASTENERS UPLIFT VALUES VALUES TAG HEADER FASTENERS STUD LUMBER A (2)2X4 SPF #2 BUILT UP STUD COLUMN TAG CAP. BLOCKING TAG SIMPSON CONNECTOR TYPE SPACING SPECIES TOP BOTTOM (plf) SPF(Ib) SYP(Ib) ATTACH KING STUD TO HEADER w/(6) META1 w/(8) 10dx1-1/2" NAIL R META20 w/(8) Odx1- ' O (2)12d (2)12d B .(3)2X4 SPF #2 BUILT UP STUD COLUMN H2x6 (2)2x6 #2 SYP w/2' FLITCH PLATE BW1 16" SPF NO MID -SPAN O FilNAILS. AT PARALLEL TRUSS CONDITIONS USE LTA2 FRAME TO CMU 1450 1450 16d NAILS TOENAILS TOENAILS UPLIFT w/(10) 10dx1-1/12" NAILS @ 24" O.C. U.N.O. ATTACH KING STUD TO HEADER w/(8) C (4)2X4 SPF #2 BUILT UP STUD COLUMN (2)HETA16 OR (2)HETA20 H2x8 (2)2x8 #2 SYP w/3" FLITCH PLATE SP4 W/(6) SP4 W/(6) 570 plf MID -SPAN a (1)ply TRUSS (10)1Od x 1 1" NAILS (1)ply 2035 (1)ply 2035 16d NAILS BW2 16" SPF 1" 1„ 2 FRAME TO CMU 10d x 1Z NAILS 10d x 12 NAILS (2)ply 2500 (2)ply 2500 (2)ply TRUSS (12) 16d x 12" NAILS ATTACH KING STUD TO HEADER w/(10) D (2)2X6 SPF #2 BUILT UP STUD COLUMN W2x10 2)2x10#2 SYP w/" FLITCH PLATE 16d NAILS SP4 W/(6) SP4 W/(6) W10A w/(18)10d x 12' NAILS OR W10A 1015 H10A 1340 B'W3 16'" SPF 10d x 11" NAILS 10d x 11" NAILS 570 plf 3rd. PT. a FRAME TO FRAME 2 2 (2)ply TRUSS H1 OA -2 w/(18) 10d x 12' NAILS H10A-2 1070 H10A-2 1241, H2x12 2)2x12 #2 SYP w/1i FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) OHTS20 (3)2X6 SPF #2 BUILT UP STUD COLUMN 2 16d NAILS 12 SPF (3) 12d (3) 12d NO w/(24)1 Od x 12" NAILS D „ TOENAILS TOENAILS UPLIFT MID -SPAN FRAME TO FRAME 1245 1450 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 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 16d NAILS SP4 W/(6) SP4 W/(6) 11'NAILS FRAME TO FRAME 2490 2900 BWS 12" SPF 10d x 12" NAILS 1Od x 12' NAILS 760 plf MID -SPAN (AT EXT LOCATIONS INCLUDE(3)12dTOENAILS) (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) > (3)2X8 SPF #2 BUILT UP STUD COLUMN 16d NAILS 12" SPF 760 plf 3rd. PT, SP4 W/(6) SP4 W/(6) � fl H2.5A w/(1 0)8d FRAME TO FRAME 535 600 B'W6 ��„ HH3.54.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 10d x 1„ 2 NAILS 10d x 1`z NAILS O (3)2X4 SYP #2 BUILT UP STUD COLUMN 16d NAILS MTS 12 w/(14)1 Od x 1 Z'(3)12d TOENAILS) " NAILS O1.7"x11.25" LVL 16 BW7 (3) 12d (3) 12d NO MID -SPAN El (AT EXT LOCATIONS INCLUDE FRAME TO FRAME 860 .1000 3 ATTACH KING STUD TO HEADER w/(12) SYP TOENAILS TOENAILS UPLIFT J (2)2X6 SYP #2 BUILT UP STUD COLUMN H5.5x11.25 5 16d NAILS O �" IMP. ET -XP EPDXY MGT w/(22)10d s EPDXY ANCHOR w/S S 8 FRAME TO CMU 3330 3965 SP4 W/(6) SP4 W/(6) � MIN. 12" EMBEDMENT 3 2x12 #2 SYP w/ 1'" FLITCH ATTACH KING STUD TO HEADER w/(10) BW8 16" SYP 1„ 1„ 664 plf MID -SPAN O (2)2X8 SYP #2 BUILT UP STUD COLUMN H3x12 O 2 10d x 12 NAILS 10d x 12 NAILS PLATE BETWEEN PLIES 16d NAILS HTT4 w/(1 8)16d x 22' NAILS & $" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 SP4 W/(6) SP4 W/(6) 1 SET EPDXY MIN. 7" EMBEDMENT HEADER SUPPORT SCHEDULE B'W9 16" SYP 10d x 12' NAILS 1Od x 12" NAILS 664 plf 3rd. PT. O 4x4 SYP #2 POST MGT -2 w/(16)1 Od NAILS w/ (2) 4' EPDXY ANCHOR w/SIMP. 10 FRAME TO CMU 10980 8910 SEE PLAN FOR WALL WIDTH SET EPDXY MIN. 12" EMBEDMENT OPENING SIZE JACKS @ EA. END KINGS EA. END � (2) 12d (2) 12d NO O 6x6 SYP #2 POST BW10 12" SYP TOENAILS TOENAILS UPLIFT MID -SPAN V-0" TO T-11" 1 1 11 HTSM16 w/(8)1 Od NAILS & (4) 4"x 24' TAPCONS FRAME TO CMU 1010 1175 BW11 12" SYP SP4 W/1(6) SP4 W/1(6) 885 plf MID -SPAN O 8x8 SYP #2 POST 4'-0" TO 7'-11" 2 2 10d x 12 NAILS 10d x 12 NAILS 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 8'-0" TO 9'-11" 2 3 SP4 W/(6) SP4 W/(6) i OP BW12 12„ SYP 885 plf 3rd. PT. 3-1/2"x3-1/2" LVL COLUMN. 10d x 12" NAILS 10d x 12" NAILS 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 10'-0" TO 12'-0" 3 4 SP4 W/(6) SP4 W/(6) <8> 3-1/2"x5-1/4" LVL COLUMN. STANDARD HEADER NOTES BW13 �6" SPF 1Od x 12" NAILS 1 O x 12' NAILS 280 plf MID -SPAN 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928plf @ 32"o.c. @32"o.c• O 3-1/2"x7" LVL COLUMN. 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED w/OUT 12" SPF SP4 W/(6) .SP4 W/(6) 380 plf MID -SPAN 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 BW14 1 " APPROVAL FROM E.O.R. 10d x 1„ 2 NAIL$ 10d x 1„ 2 NAILS O3 -1/2"x9-1/2" LVL COLUMN. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. @ 24"'o.c. @ 24"'o.c. 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD3. STANDARD BEARING WALL W/STRAPS NOTES 3. NAIL #2 SYP HEADER PLIES TOGETHER USING: (2) ROWS OF 10d NAILS @12" O.C. ONE <T> 5-1/4 x5-1/4 LVL COLUMN: SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X6 AND 2X8 HEADERS. (3) ROWS OF 10d 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 NAILS @12'" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X10 AND 2X12 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. V 5-1/4"x7" LVL COLUMN. 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 O s" COLUMN TO FTG.OR MEMBERS BUCKET INTO HEADER TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS. 18 LTT20B w/(10) 10d NAILS & a EPDXY ANCHOR w/SIMP. SET 1290 1300 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 EPDXY MIN. 7" EMBEDMENT CMU O @ CC XO 7"x7" LVL COLUMN. PER HEADER SCHEDULE. SP6 AND @ 2x8 WALLS USE SP8 INSTEAD OF INDICATED SP4. HTT4 w/(18) 16d x 22' NAILS w/8" EPDXY ANCHOR w/SIMP. 5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 19 SET EPDXY MIN. 7" EMBEDMENT -AT LVL / PSL COLUMNS COLUMN TO FTG, 3640 4235 REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. O 3 1/2" X 11 7/8" LVL COLUMN USE 18 #10x1-1/2" SD SCREWS INSTEAD OF NAILS 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. (3)HTS20 w/(24)1 Od x 12' NAILS 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. �„ _ 20 FRAME TO FRAME 3735 4350 7. BASE PLATE TO BE ATTACHED TO FOOTING USING -1 J BOLTS OR EPDXY Z 5 1/4" X 9 1/2" LVL COLUMN (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. ANCHOR W/ WASHER@ 6" FROM EA. END OF BASE PLATE &WALL OPENINGS & O 8. SEE DTL. WF09/SD2 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT AT 32" o.c. VV/ 7" MIN. EMBEDMENT. USE SIMPSON SET -XP EPDXY W/EPDXY 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. + 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 8. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D. IF BRG. STANDARD COLUMN NOTES ROOF NOTES. WALL IS INDICATED W/BW1, BW4, BW7 OR BW10. THESE WALLS ARE ONLY 22 SIMPSON MGUS 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. 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 GT w/ (22) 10d NAILS TO GIRDER & (1) 5/8" A.T.R. THRU 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ATTACHED W/HARD CASED GUN NAILS AND WILL NOT REQ. THE ANCHOR BOLT 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD DBL. TOP PLT. TO INVERTED HDU5 ATTACHED TO POST. FRAME TO FRAME 3300 3965 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 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. 9. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD1 U.N.O. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. ON PLAN.AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD2 U.N.O. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @SPF/SYP 10. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS ON PLAN. SOLID POSTS. AT EXTERIOR CONDITIONS STANDARD CONNECTOR NOTES AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24 O.C. W/ 4x4: ABU44 w/(12)16d NAILS & g EPDXY ANCHOR w/MIN. SINGLE TOP AND P.T. BASE PLATE LEAVE 1-1/2" GAP FROM TOP PLATE TO TRUSS 11. COLUMNS WITHIN BEARING WALLS w/UPLIFT THAT DO NOT SHOW A BASE 7" EMBEDMENT BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) CONNECTION` CONTRACTOR TO INSTALL SP4/ SP6/ SP8 AT EACH STUD 6x6: ABU66 w/(12)16d NAILS & 8' EPDXY ANCHOR w/MIN. 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. HETA16/20, U.N.O. ON PLAN. TOP/BOTTOM AND HAVE A J -BOLT OR EPDXY ANCHOR WITHIN 6" FROM THE 12d TOENAILS. 7 EMBEDMENT COLUMN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. HETA16/20 @ 24"o:c. OR 32"o.c. VERIFY w/ TRUSS 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE -5„ 12. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT E.O.R. FOR 8x8: ABU88 w/(18)16d NAILS & (2) a EPDXY ANCHORS w/ CONTINUOUS FROM FLOOR TO CEILING. FURTHER REVIEW. MIN. 7" EMBEDMENT SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING 24"o.c. OR 32"o.c.) 13. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADDITIONAL LOADS: ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. 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. A) ALL CEILING HUNG SOFFITS AND SOFFITS SIDE AND CRIPPLE STUDS AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL AND BASE PLATE U.N.O. ON PLANS. MAX. AND (2) AT EACH CORNER. WITH CABINETS AS SHOWN ON PLANS. NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE. LEAVE A 1 1/2" GAP FROM 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS, 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS TRUSS TO TOP PLATE AND ATTACH USING SIMPSON DTC CLIP (SEE DETAILS FOR 2 -PLY U.N.O. ON PLAN OF ALL HARDWARE BEFORE INSTALLATION. WF20 & WF21/SD2): ATTACH BASE PLATE w/ EITHER GUN. NAILS @32"o.c. OR STANDARD D NAIL SCHEDULE 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT (2)12d NAILS TO EACH FLOOR TRUSS. �7 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. ROOF a EXT. WALL NAILING SHEATHING NOTES STANDARD NAIL GENERAL DIAMETER/ LENGTH 4. CONNECT ALL INTERIOR FLOOR TRUSSESMOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY ROOFS: 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. TRUSSES ROOF SHEATHING TO BE 7/16" OSB (WITH SHINGLE 5/8" OR 19/32" OSB WITH TILE) 8d 131 x 22 1 10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS )' (6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED HETA16/20 ABOVE THE GARAGE. FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" OC. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND STRAP LOCATION. IF DOUBLE HETA16/20 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS E ID'S, THIS LAYOUT WAS BEEN 61; O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR 10d 148" x 3" IF UPLIFT IS HIGHER THEN 21001bs, CONTACT E.O.R. FOR FURTHER REVIEW. PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED. BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE 12d .148" x 34FLOOR FRAMING NOTES DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW SPACED NO MORE THAN 24" O.C. AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE GABLE ENDS: PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. 16d 162" x 3Z"' GENERAL NOTES SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF 8d RING SHANK 113" x 2$" 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS EXTERIOR WALLS: 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ: LAYOUT IS 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. 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 ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND NAILS: TO AVOID CONFLICT, BUILDER TO DETERMINE THE REQUIRED SIZE.. (2) 751b MIN POINT LOAD SHOULD BE NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN 5. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, INDICATED AS LONG AS IT MEETS OR EXCEEDS THE 6. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION 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. 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 THE CONTRACTOR OR A/C SUPPLIER. TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. FLOOR SHEATHING NOTES 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 BE IN ACCORDANCE WITH ASTM A 153. NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS APA SHEATHING NOTE: EXTEND THRU THE MEMBER IT'S BEING ATTACHED To. FLOOR NAILING NOTES LAYOUT 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED ----STOP---- PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL WITH (3) 10d TOENAILS. SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. TAG I BEAM SIZE CONNECTIONS TO POST: SIMP. HTS20 OR MSTA18 TO BEAM: SIMP. HUC48 w/(14)16d & (6)-10d NAILS (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 Q 62x8 WITH 1/2" FLITCH w/(6)1 Od NAILS & (14)4"x24" F PLATETAPCONS w ON MASONRY: (1)SIMP. MSTAM24 CO U-1 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x10 #2 SYP (10) 1 Od NAILS N B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od Oz PLATE NAILS & (18)4"x24' TAPCONS 0 ON MASONRY: (1) SIMP. MSTAM24 W z TO POST: SIMP. HTS20 OR LSTA18//V U j TO BEAM: SIMP. HUC410 w/(18)16d & aaa, LL (2)2x12 #2 SYP (10) 1Od NAILS U �.�® ��®�••®.°�/� °�,r LLj 00 B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od z `o®� '&* _j e V Z PLATE NAILS & (18)4"x24' TAPCONS -p`to� O D ; ,..1 _ V ON MASONRY: (2) SIMP. MSTAM24 S w , cc, w °C+ Q - Q IJ.1•0 `q Q O Z� J • • •ca O' TO POST: SIMP. HTS20 OR LSTA18 Ii' �1,'°00®®®•••®°.'�'�`�� Q TO BEAM: SIMP. HUC410 w/(18)16d & 0 iia/ ®® >- O (10) 10d NAILS w ///,,►tat" P�®`�1�: m U_ U_ (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 25 NAILS & (18)4'x24' TAPCONS ON MASONRY: (2) SIMP. MSTAM24 0 z TO POST: SIMP. HTS20 OR LSTA18 Q TO BEAM: SIMP. HUC410 w/(18)16d & 5 Q " 63.5x11. (10) 1 O NAILS � 0 875 (2)1.75"x11.875LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d a- - - - - - -- - NAILS & (18)4"x24' TAPCONS w ON MASONRY: (2) SIMP, MSTAM24 Q J TO POST: SIMP. HTS20 OR LSTA18 Q TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS 'S B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od w Z NAILS & (18)4''x24" TAPCONS O ON MASONRY: (2) SIMP. MSTAM24 0 U z �. TO POST: (2) SIMP. HTS20 OR LSTA18 Q V ON MASONRY: (2) SIMP. MSTAM24 w W 35.25x16 (3) 1.75"x16" LVL Uj I-_ C) " U.N.O.FASTEN LVL PLIES TOGETHER USING (3) a -- - -- -- --- -- - ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. U W EACH SIDE U_ � 0 W TO POST: (2) SIMP. HTS20 OR LSTA18 0 ON MASONRY: (2) SIMP. MSTAM24 W B3.5x20 (2) 1.75"x20" LVL p ° * U.N.O.FASTEN LVL PLIES TOGETHER USING (4) w "° ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. Uj EACH SIDE S STANDARD BEAM NOTES W "x " I- Z o z o . 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12" Q GO O.C. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM cQn z Z M u 0 � 1 � U) w 2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12 DEEP) TOGETHER USING (3) ROWS OF z O Wn W0 w 12d NAILS 6 O.C. (TYP. ONE SIDE) MIN 2 FROM TOP AND BOTTOM OF BEAM O_ U V ❑ U t: E 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 04 06 w Z 0 M 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. H /1 J v 0 Q � w o VJ ly- W W Do 0wV U 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT Q �-- - WRITTEN J z d 0 ?,O Iii o APPROVAL FROM THE E.O.R.O w F- 0= z w z E OZPWRO 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS Q F-- �[ w w O W Z I-�0�, O W Z o _ �O z w W d. O CV 0 z V o r�juUAi Z z_5w O W W w 2 __ U) y � a Q z a_ F- F- CY 00 a O W (1) 0 o Z z Q t (D tl G, cV W BLDG DESIGN: --- STRUCTURAL ENG. BED W DRAFTING: -DESIGN: --- H-STRUCT: JW U - QC CHECK. CC JOB No. PSQ-0205140 NOTES & _j --- < SCALE: AS INDICATED w DATE: 05/18/18 CONNECTOR LEGEND z w U COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 00 C=) cv WALL LEGEND ®`OIIIIIIIIO/'® 0') soi�o uL CO ao "• •ti� 1co • ui �•. 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX z ` ® LL `�'• ®2� = Z 0 Uj co 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX m:' ®IJ, 0.2 ,, ®z Uj EXTERIOR FRAME WALL NOTES ° '� •®'' ¢ Q 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDEREDIIIIIII W TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. W 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS O & NAILING PATTERN. z W 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE 0 W NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF > Q SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN (� 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE s MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS p 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. z F_ LU Z ULTIMATE WIND SPEED: 140 MPH EXPOSURE: B O h H2x6 H2x6 C *'>_3 B N (00 N = 9'4" T.O.M. = INTERIOR/EXTERIOR B 3 BEARING WALLS VERIFY = 11'-0" T.O.M. HGT. W/ ARCHITECTURAL N PLAN U.N.O. OR LINTEL CL - J ¢ = KNEE WALL PER PLAN z U w ° EXTERIOR FRAME WALL w W O SCHEDULE PARK SQUARE) N Fjoi z z _O F= w WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 1-7 " O 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX O ®`OIIIIIIIIO/'® 0') soi�o uL CO ao "• •ti� 1co • ui �•. 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX z ` ® LL `�'• ®2� = Z 0 Uj co 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX m:' ®IJ, 0.2 ,, ®z Uj EXTERIOR FRAME WALL NOTES ° '� •®'' ¢ Q 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDEREDIIIIIII W TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. W 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS O & NAILING PATTERN. z W 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE 0 W NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF > Q SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN (� 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE s MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS p 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. z F_ LU Z ULTIMATE WIND SPEED: 140 MPH EXPOSURE: B O h H2x6 H2x6 C *'>_3 B N (00 N 1 U W W B 3 Cx0 N z CL -- U Uj W O Fjoi z I VOL 1-7 O > O U ° I— Z z U c a° � < z °$ z ¢ LL Z M OW Z ti w V r, W o z ��N= c� 111kVj1 0r6n -j- 0 U) ' O IMM V W z° c e) , C W < ZQp —Jt_jL H JU~°>=P ti o� o U J LL Ta ZQp�Mu.i o ZE Apo, 1 U W W B 3 Cx0 N z CL ° Q M W LU U W W CL -- U Uj W O z 1-7 O > O U ° I— Z z U c a° � < z °$ z ¢ LL Z M OW Z ti w V r, W o z C] J0') E c� 0r6n -j- 0 U) ' O V W z° c e) , C W < ZQp —Jt_jL H JU~°>=P ti o� o U J LL Ta ZQp�Mu.i o ZE LU I-' Oz�W�o a I-- Ua�QW J� W O 2o� O W O Z� co a = W° cn z .....___ W !V U) B 3 a N 0 z V 0 o W W ; ALTERNATE CONNECTIONS I.L.O. J -BOLT: SHEATHING PER PLAN STRUCTURAL 1. MIN. (6) 1/2"x5" TITEN HD W/ 3-1/2" MIN. EMBED. SHEATHING PER PLAN TYP. TRUSS TO FRAME SHEATHING 2. MIN. (6) 1/2" ASTM F1554, Gr. 36 (OR BETTER) THREADED ROD W/ 4-1/2" MIN. CONNECTION PER TYP. TRUSS TO FRAME ' ;r•r —r_ PROVIDE STANDARD TYP. TRUSS TO FRAME • .� ° °"a HO EMBED W/ SIMPSON SET -XP EPDXY OR EQUIV. USE 2x2 SQUARE WASHER rt'• OK CONNECTION PER STD. CONNECTOR CONNECTION PER w 2x6x12 P.T. SYP #2 NOTES STD. CONNECTOR _ STD. CONNECTOR • NOTES LOCK Q N p NOTES CENTER BUCK FRAME OUT T B " .. _.._ _......_ ___.... __._.�___._.--._.. 1/2" J -BOLT W/ 5 1/2" (2) 2x PLATE EDGE AS REQ'D FRAME OUT TO BLOCK .� .. EDGE EMBED. FRAME OUT TO BLOCK (1) #5 IN TIE BEAM 1 1/2°._..:__ 2x P.T. SYP #2 NAILER EDGE AS REQ'D _, .II OF OPENING a W/ (1) 1/4"x2-3/4" LAST STUD OF 1=- %LAST STUD OF z �I :ir..: (1) #5 BAR IN PRECAST MIN. 4" MIN. FROM TAPCONS @ 24" O.C. & KNEE WALL JOINING KNEE WALL JOINWG I (2) 2x TOP PLATE w I LINTEL FACE OF CMU 4" FROM ENDS LAST STUD OF KNEE WALL UP TO MAIN HOUSE (2) #5's VERTICAL IN --� - -�- ANCHOR NOT PERMITTED TO BE JOINING UP TO MAIN HOUSE I UP LL MAIN HOUSE (2) 2x #2 SYP SEE PLAN I < • GROUT FILLED CELL INSTALLED WITHIN 1-1/2" OF HEAD JOINT WALLS SHALL BE ATTACHED WALLS SHALL BE w (2) 2x #2 SYP SEE PLAN WALLS SHALL BE I FOR BEAM SIZE (ONLY � ----�-_-- -- TO MIN. (2) 2x FULL HEIGHT i (2) 2x TOP PLATE ATTACHED TO MIN. I FOR BEAM SIZE ATTACHED TO MIN. I IF OPENING PROVIDED r. 2 II MIN. (6) 1/2 DIAMETER J -BOLTS USING 2X2 SQ. (2) 2x FULL HEIGHT I (2) 2x FULL HEIGHT PER PLAN) <- • z WASHERS & 5-1/2" MIN. EMBED. AT EA. 2x6 P.T. DOOR WALL STUDS W/ (2)-16d NAILS I WALL STUDS W/ WALL STUDS W/ ( Q ° g BUCK, EA. SIDE OF OPENING. FIRST ANCHOR @ 12'O.C. I (2)-16d NAILS @ 12" I „ I 2x4 SPF #2 KNEE WALL ENTIRE COLUMN TO a �. .__- I (2)-16d NAILS @ 12 W/ STUDS @ 16" O.C. z BE GROUT FILLED w (BOTTOM &TOP) 8" MAX. ABOVE GARAGE F.F. & 6" i (2) 2x #2 SYP SEE PLAN O.C. O.C. W/ STRUCTURAL cn - - BELOW TOP OF BUCK. SPACE REMAINING ANCHORS MIN. 2x4 SPF #2 KNEE WALL U.N.O. FOR BEAM SIZE 1/2" x 8" ANCHOR BOLT SHEATHING FROM (1) #5 VERTICAL IN @ 24" O.C. MAX WITH STUDS @ 16" O.C. W/ i I w >) NOTE: CONTRACTOR TO VERIFY STRUCTURAL SHEATHING I MIN. 2x4 SPF #2 KNEE OR TITEN HD @ 32 TOP OF WALL TO �. L .. GROUT FILLED CELL (IF i = C7 BUCK TO CMU ATTACHMENT ON BOTH SIDES FROM TOP I WALL WITH STUDS @ O.C. & 6" FROM EACH BOTTOM OF WALL: �myma�►e�d REQ'D PER PLAN) r a BUILDER FRAME I <cn b�°° � CO ' LOCATIONS PER GARAGE DOOR OF WALL TO BOTTOM OF 16 O.C. W/ END ATTACHED PER = a' ��� �x LU CO RADIUS AS REQ'D a �- ° �` j MFR.'S WRITTEN SPECIFICATIONS BEAM. ATTACHED PER I STRUCTURAL I 2x PT BOTTOM NAILING SCHEDULE paY �,�° ��®® ®®•®�Ij�',` NOTE: SEE MD08 ON w m w NAILING SCHEDULE SHEATHING ON BOTH i PLATE • OTHERWISE SP2 CLIPS U �� ®•; �i '"® Y o ]._. _ 45 DEG. BEVEL CUT I °Q ch • t�, ai u b �` II LINTEL PLAN OTHERWISE SP2 CLIPS SIDES FROM TOP OF EACH STUD TO BEAM z .•GO �, p8 - _j Z aca a ° o m N ¢ WALL TO BOTTOM OF RADIUS AS REQ'D KNOCK COURSE , • ABOVE AND SPI CLIPS o v w ® �: Q 2x6 P.T. SYP #2 BUCK CI " _ r _._..:__.. END, 1 1/2 ABOVE ®�' EACH STUD TO DOUBLE TOP a3 Q U C=3 4 • — O PLATE AND SP1 CLIPS EACH NAIL NG SCHEDUDLEER MASONRY WALL BOTTOM PRATE m•. a O� GARAGE F.F. EA. SIDE • z' u� STUD TO BOTTOM PLATE • LLI .--4 .' SECTION OF OPENING a 6. ••. ••• 5 .� 6DO VERTICAL REINFORCEMENT DETAIL ADO GARAGE BUCK DETAIL (MAX. fiFO�KNEEWALL AT DOWNSET BEAM fiFO KNEEWALL AT UPSET BEAM AFO KNEEWALL AT MASONRY WALL o ''o®® p�►� } o >-° foo rir r f`I1,� 14� �.. LL -0" 1/2"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" U_ ® ®� W z w CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN O BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN O W STRAP IS NOT REQUIRED. ? Q w o D PT. POST (AS NOTED) a EXT. AS NOTED W w z LAP BEAM,PLYS AND p NAIL AS SHOWN (5) 0.131 x 3 1/4" NAILS a PER PLY = HTS20 CLIP FROM POST TO BEAMLU Z EXTERIOR BEAM AS a O NOTED PLAN VIEW a@ TOP OF POST — IIIQ p - (2) 2x TOP PLATE W/ SEE ROOF SHEATHING, SIZE O PT POST (AS NOTED) U SPACING # ROWS 1x4 3/16" x 2 1/4" 12" O.C. 1 1 x6 3/16"x 2 1/4" 191, 1x8 3/16" x 2 1/4" 12" O.C. (3) 12d END NAILS TO LAST STUD PLAN NAIL PER PLAN 2x BUILT-UP COL. ABU POST BASECONC. 2x4 3/16" x 3 1/4" 12" O.C. 1 O 3/16" X'3 1/4" " CONNECTION PER STD CLOSURE WALL w/ 2x8 3/16" x 3 1/4" 1 12" O.C. ° _� TYPICAL TIE BEAM W/ 3000 psi(2) (AS NOTED)M CONC. OR POWERS STEEL o Z "� J (� W PLATE (2) NAILS SILL �„I.� WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE W/(1) #5 REBAR CONT. DOUBLE TOP PLATE TYP. @ ALL WINDOWS 5/8" THREADED ROD w/F4_ 'I • PER NAILING SCHEDULE FROM�) 24" O.C. &EXT. 0 3: � W TOP OF KNEEWALL TO BOTTOM I SHEATHING INSTALLED p _ SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) 2x TOP PLATE o° NUT SET 1N ADHESIVE w � OR SP2 CLIPS AT TOP AND SPI I PER NAILING PATTERN IL'a EXT FINISH PER PLAN z a Z L1,. C( _,, ' I'' MAIN FLOOR O W to 0 STD HOOK @ EACIH STUD (2) 12d NAILS @ o° �W MASONRY WALL PER OF BUCK. 2x BLOCKING `'� CRICKET AS REQUIRED °4 2x PT STUD OR ALTERNATE 1x PT a EACH END z � PLAN (TYP). 2: BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR FURRING TO CMU W/ 2x FRAMING PER PRE-ENGINEERED SIMPSON LSTA30 W/ \ ° a I i a / u W ° ". z PLAN ROOF TRUSS - SEE (22) 10d NAILS (ALL \ i a SEE FOUNDATIONLL CONC. SLAB - VERT REINF. BEYOND O Q 0. N o4 FRAMING PLAN FOR CORNER CONDITIONS �4 4 I I -'"�� / PLAN FOR ADDITIONAL z TYPICAL FILLED CELL SPACING EXTERIOR SHEATHING STRAP AROUNDU INFO p ;a W/ 3000 psi CONIC. SEE PLAN FOR NAIL PER PLAN TALLER STUD) SIDE VIEW'@ BASE OF POST > ' W/(1) #5 REBAR VERT. CONNECTION U w ., VERIFY W/ PLAN FOR 2x BRG wALL, SEE CD0 CORNER COLUMN FRAMING a A SEE FRAMING PLAN FOR REQ'D LOCATIONS PLAN FOR STUD SIZE & , w BEARING WALL LOCATIONS. 3/4"=1 -0 g CMU WALL AS REQ'D SPACING. MIN (2) 2x SEE FLOOR PLAN FOR PSI ° I. PER PLAN UNDER GIRDER TRUSS MORE BRG. WALL INFO SEE BEARING WALL U SCHEDULE FOR REQUIRED ~ • z f U.N.O. 0 CONNECTIONS STUD z�°"$1 ' 4 EQ. SPACED � TITEN HD ANCHORS W/ PRE-ENG.TRUSS PER � J U � ➢ °� SPACING, AND BLOCKING O 2 2x BLOCKING PLAN, 24" O.C. MAX o z° REQUIREMENTS I a MIN. 12" EMBEDMENT FOR HOLLOW _ G ROOFING MATERIAL I BLOCK OR 3 1/2" EMBEDMENT FOR SOLID (2) 2x TOP PLATE a Z L ..a SIMPSON LSTA24 EACH PER ARCHS � BLOCK. MAX. 6" FROM TOP AND BOTTOM STUD w ti al OR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" ATTACH 2x TO -- -- - SEE FRAMING PLAN O W U) w n I 2x BRG WALL SEE PRE -ENG. ROOF BUILT-UP W1(2) z Lu U ,� w FROM TOP AND BOTTOM AND 12" O.C. FOR CONNECTION O_ E U F- BETWEEN PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS INFO SPACING. MIN (2) 2x STAGGERED @ 8 p55 I rn PT BASE PLATE UNDER GIRDER TRUSS SEE PLAN FOR p,C. SEE ELEVATION O w z 0 M T U.N.O. CONNECTION TOP OF MASONRY w Z ¢ O J � .� SEE ARCH PLANS FOR 4DO�BEARING/ SHEARWALL CONNECTION TO CMU F1 05) SECTION @ DOUBLE BEARING fiFikSTEP @ BEARING FRAME WALL _ o OVERHANG INFO J W U) Q O p< o 2 6i 3/4"=1'-0"3/4"=1�.. w I— Z 4 Z I- w w Z E -0 1-0 Z p m Z w RO RE. ELEV. Q % u.a U W Q W Q - FOR O.H.W F- 2 O M TYP. SINGLE TIE -BEAM O W V Z � W/ (1) #5 CONT. U _r p GROUT SOLID a (n Z p LU N d' PRE-ENGINEERED � N PRE -CAST LINTEL PER PLAN OPENING WATERPROOFING BY BUILDER/ OTHERS WINDOW/DOOR P.T. BUCK FASTENER SCHEDULE WINDOW PER > SIZE TAPCONS SPACING # ROWS 1x4 3/16" x 2 1/4" 12" O.C. 1 1 x6 3/16"x 2 1/4" 191, 1x8 3/16" x 2 1/4" 12" O.C. 2 2x4 3/16" x 3 1/4" 12" O.C. 1 O 3/16" X'3 1/4" " CONNECTION PER STD CLOSURE WALL w/ 2x8 3/16" x 3 1/4" 1 12" O.C. 2 TRUSSES PER PLAN @ _ WINDOW PER > - ~ CLIPS AT BASE ARE REQ'D. 24" O. C. MAX.DOUBLE 2x TOP PLATE FLOOR PLAN z j („� J o TYP. TRUSS TO FRAME IF REQ'D, PROVIDE LOCATION PER PLAN > Wj O CONNECTION PER STD CLOSURE WALL w/ -' W W > CONNECTION NOTESPRECAST SINGLE TOP AND BASE CONC. OR POWERS STEEL o Z "� J (� W PLATE (2) NAILS SILL �„I.� WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE EXT. SHEATHING ATTACHED I � TO TRUSS. STUDS S T TYP. @ ALL WINDOWS 'I • PER NAILING SCHEDULE FROM�) 24" O.C. &EXT. 0 3: � W TOP OF KNEEWALL TO BOTTOM I SHEATHING INSTALLED o 4" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OR SP2 CLIPS AT TOP AND SPI I PER NAILING PATTERN IL'a EXT FINISH PER PLAN z a Z L1,. C( _,, ' I'' OPENING SIZE AND NOTES: CLIPS AT BASE ARE REQ'D. LOCATION PER PLAN 1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF ~ ~ 0) m Q (TYP). WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE 'I • 0 0) LLJ 4" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE ' I'' MAIN FLOOR O W to 0 MASONRY WALL PER OF BUCK. 2x BLOCKING `'� CRICKET AS REQUIRED ELEV O'-0" a O � C Z PLAN (TYP). 2: BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR ° ". z EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO MIN 2x4 STUDS @ 16" CONC. SLAB - VERT REINF. BEYOND O Q 0. N STRUCTURE BY OTHERS IN THIS CASE. O/C MAIN SPAN ROOF SEE FOUNDATION i — — — P.T. BUCKS PERTRUSS 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO 2x P.T. PLATE PLAN FOR MORE INFO — j L— III I I I - w p BLDG DESIGN: --- SCHEDULE EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILSSTRUCTURAL I ENG: BED STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK. 1/2" x 8" A.B. OR TITEN HD @ 32" I I=I NRY WALL PER DRAFTING MAX. 2 PLIES OVER INITIAL P.T. BUCK. O.C. & 6 FROM EA. END, PLAAN -DESIGN: 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME CENTER ON BASE PLATE v JW OPEINING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS UPLIFT CONNECTOR SEE FOUNDATION QC CHECK CC (FASTENING) ARE MET. (SEE SCHEDULE) DETAILS FOR FTG INFO 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID TOP KNOCK OUT W JOB No. PSQ 0205140 GROUTED CMU. COURSE W/ (1) #5 .. MASONRY WALL PER Q SCALE: AS INDICATED 6. WINDOW OR DOOR INSTALLATION BY OTHERS CONT. PLAN z w DATE: 05/18/18 fiD'O�2x BUCK DETAIL ARN-� KNEEWALL ABOVE MASONRY WALL S0� TYPICAL ONE STORY CMU WALL SECTION 1/2"=1 1 "=1'-0.. 3/4 "=1'-0'1 U) SD1 z F- —COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, ILLC, Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE WHERE O.H. IS > 1'-0", DROP GABLES w/ OUTLOOKERS @ 24" O.C. TO RUN 1'-0" MAX PLYOOD CANT. O.H. BACK TO 1ST COMMON TRUSS WITH SEE ELEV. FOR (3)12d TOENAILS. CONNECT TO O.H. SIZE DROP GABLE WITH H2.5 CLIP. MAX 2'-0" O.H. (2) ROWS 12d NAILS STAGGERED @ 12" O.C. EA. FACE OR (3) ROWS 12d NAILS TRUSS Z- STAGGERED 0 12" CONT. 2x4 O.C. FOR 2X10 OR < 2X4 DIAGONAL BRACE GREATER HEADER I -- z O.C. TO 3RD BAY LU DOUBLE 2x TOP PLATE @ 48 LSTA30 HEADER TO FASTEN SIDE WALL REQ'D w/ STUDS U.N.O. BEAM PER PLAN SHEATHING PER PLAN. STRONGBACK, SEE (5) 16d NAILS CHART DOWNFRAME TO BRACE TO DOOR SIM TO 0 EXT. SHEATHING; BLOCKING GABLE BRACING (+) WF01/SD3 rr SIMPSON H10A SIMPSON H10A ATTACH PER PLAN SEE CHART 2X STUDS TYP. z DIAGONAL TO BEAM DIAGONAL TO TOP 0 % PLATE PROVIDE 2x4 BRACE ATTACH JAMB STUDS w PER WF08/SD3 TO EA. ADJ. DIAG. STRONGBACK IF BEAM CONNECTION FASTEN TO DIAG. REQ'D PER 0) FRAME WALL CONNECTION BASE PLATE TO BE 0 LU ce) UJ, % 11 w/(2) 16d NAILS. CHART ATTACHED TO FTG V_ cv USING 1/2" 0 J-BOLTSfJ 00 00 % REQ'D GABLE END "L" AND/OR "T" GABLE BRACING @ ULI OR EPDXY ANCHOR @ k 0) U Ao% - * -_ �e C=) BRACING STRONG BACK PER GABLE 48" O.C. NOT REQ'D GABLE END 0 Cj ce) 0 0*0 —1 _j z CINI S REQ'D G 1A S 6" FROM EA. END OF Uj 00 6'FROM EAVES END BRACING CHART SHEATHING j's" LU P 0 Z V-11 BASE PLATE &WALL 41 to 0 4, Nwi FASTEN PER Z' z 2x4 SYP #2 TOP CHORD BRACING OPENINGS & 32" O.C. 4Z C LAN. Uj < X ";� 'q " 0 @ 16" O.C. MIN (2) TRUSS BAYS W/ 7" MIN EMBED. & 2" 41Z BACK FROM GABLE END (MIN. 48") 0 WASHER. AT SLAB CONTRACTOR TO FIELD VERIFY WHICH GABLE ENDSTEP DOWNS, EMBED. IL0 CONDITION IS REQUIRED. CONTACT EOR A23 DIAGONAL TO TRUSS PER 9 MUST BE 7" BELOW U_ L FOR ADDITIONAL INFO AS REQ'D TRUSS BOTTOM PLAN TYP. DOOR STEP LU r CHORD. REFER TO SIMPSON HGA10 @ 48" O.C. 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK NOTE: ALL GABLE ADJ. BAYS @ EA. DIAG. AS SHOWN. FASTEN UP TO 4'-8" BRACING IS TO BE ROOF SHEATHING TO BLOCKS W1 8d NAILS @ SHEATHING NOT REQ'D SYP#2 OR BETTER 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS TO BE CONT. @ THE REQ'D) TRANSITION FROM MAINTAIN 31/4" BRACE TO PLATE BRACING TYP. 14'-0" < H:618'-8" STRONGBACK W/ (2) 2x4 BRACE --------- WALL TO GABLE PLYWOOD X X WHERE O.H. IS > 1'-0", DROP GABLES w/ OUTLOOKERS @ 24" O.C. TO RUN 1'-0" MAX PLYOOD CANT. O.H. BACK TO 1ST COMMON TRUSS WITH SEE ELEV. FOR (3)12d TOENAILS. CONNECT TO O.H. SIZE DROP GABLE WITH H2.5 CLIP. MAX 2'-0" O.H. (2) ROWS 12d NAILS STAGGERED @ 12" O.C. EA. FACE OR (3) ROWS 12d NAILS TRUSS Z- STAGGERED 0 12" CONT. 2x4 O.C. FOR 2X10 OR < 2X4 DIAGONAL BRACE GREATER HEADER I -- z O.C. TO 3RD BAY LU DOUBLE 2x TOP PLATE @ 48 LSTA30 HEADER TO FASTEN SIDE WALL REQ'D w/ STUDS U.N.O. BEAM PER PLAN SHEATHING PER PLAN. STRONGBACK, SEE (5) 16d NAILS CHART DOWNFRAME TO BRACE TO DOOR SIM TO 0 EXT. SHEATHING; BLOCKING GABLE BRACING (+) WF01/SD3 rr SIMPSON H10A SIMPSON H10A ATTACH PER PLAN SEE CHART 2X STUDS TYP. z DIAGONAL TO BEAM DIAGONAL TO TOP 0 % PLATE PROVIDE 2x4 BRACE ATTACH JAMB STUDS w PER WF08/SD3 TO EA. ADJ. DIAG. STRONGBACK IF BEAM CONNECTION FASTEN TO DIAG. REQ'D PER 0) FRAME WALL CONNECTION BASE PLATE TO BE 0 LU ce) UJ, % 11 w/(2) 16d NAILS. CHART ATTACHED TO FTG V_ cv USING 1/2" 0 J-BOLTSfJ 00 00 % REQ'D GABLE END "L" AND/OR "T" GABLE BRACING @ ULI OR EPDXY ANCHOR @ k 0) U Ao% - * -_ �e C=) BRACING STRONG BACK PER GABLE 48" O.C. NOT REQ'D GABLE END 0 Cj ce) 0 0*0 —1 _j z CINI S REQ'D G 1A S 6" FROM EA. END OF Uj 00 6'FROM EAVES END BRACING CHART SHEATHING j's" LU P 0 Z V-11 BASE PLATE &WALL 41 to 0 4, Nwi FASTEN PER Z' z 2x4 SYP #2 TOP CHORD BRACING OPENINGS & 32" O.C. 4Z C LAN. Uj < X ";� 'q " 0 @ 16" O.C. MIN (2) TRUSS BAYS W/ 7" MIN EMBED. & 2" 41Z BACK FROM GABLE END (MIN. 48") 0 WASHER. AT SLAB CONTRACTOR TO FIELD VERIFY WHICH GABLE ENDSTEP DOWNS, EMBED. IL0 CONDITION IS REQUIRED. CONTACT EOR A23 DIAGONAL TO TRUSS PER 9 MUST BE 7" BELOW U_ L FOR ADDITIONAL INFO AS REQ'D TRUSS BOTTOM PLAN TYP. DOOR STEP LU r CHORD. REFER TO H GABLE BRACING UP TO 4'-8" NO BRACE REQUIRED SIMPSON A23 @ EACH GE02 FOR REQ'D (1) 2x4 BRACE 71-01' < H.,!:- 91-411 (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < 1-1614'-0" MAINTAIN 31/4" BRACE TO PLATE BRACING TYP. 14'-0" < H:618'-8" STRONGBACK W/ (2) 2x4 BRACE CLEARANCE BETWEEN 1/2" J -BOLTS W/ 2x4 SYP #2 BOTTOM SEE GABLE PLYWOOD W INSIDE FACE OF CMU WASHERS (MIN. 6° CHORD BRACING @ 16" EMBED) MIN, 6" FROM AND CENTERLINE OF O.C. FOR FALSE BEAM SHEATHING & J -BOLT EACH END AND 32" ATTACHMENT W1 (3) L NAILING PER O.C. MAX.D 10d TOENAILS EA. EN W PLAN SHALL MIN. (2) TRUSS BAYS W 3: RUN CONT. FOR REQ'D r b 2x8 P.T. PLATE, CANT. ¢ MBACK FROM GABLE SP4 @ BASE OF EA. JTO ACROSS GABLE BOTTOM OF FW Y END (MIN. 48") OR CLG. NAILING FALSE BEAM. SURFACE0 Cd 2x TOP PLATE TO CONNECTIONS STUD U.N.O. SEE BEARING CL ATTACHED PER PROVIDE 16d NAILS 0 GABLE END W/ 12d NAILING 7 GABLE END TRUSS TO NAILS @ 6" O.C. SCHEDULE WOOD WALL SCHEDULE ON WW GABLE BRACING CHART H GABLE BRACING UP TO 4'-8" NO BRACE REQUIRED 41-811 < H:6 71-011 (1) 2x4 BRACE 71-01' < H.,!:- 91-411 (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < 1-1614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H:618'-8" STRONGBACK W/ (2) 2x4 BRACE GABLE 2x4 BRACE LEGEND SHEET FOR MORE WITH (2) 10d NAILS INFORMATION NOTE: REQUIRED NUMBER OF KING STUDS PER THE HEADER _�AD (1) A23 FROM (4)a. E PLATE @12" O.C. MAX. HGA10 @ 32" O.C. 2x4 SYP #2 FRAMING FOR FALSE V, k-zzq *IN- 2x4 BRACE IF REQ'D STRONGBACK TO BEAM @ 16" O.C., IF REQ'D W/ (4) SEE CHART. TIE BEAM COURSE w/ 10d NAILS @ EA. TRUSS BRACE DIAGONAL (1) #5 CONT. TOP AND BOTTOM 2x4 #2 SYP CMU WALL OR LINTEL MIN. 2x4 SYP #2 STUDS @ 16" O.C. BLOCKING 10d COMMON NAILS @ BELOW W/ SINGLE BOTTOM & TOP PLATE BETWEEN 6" O.C. XAI/ (3) 10ri NAILS PAr'14 PKin TVP STUDS ONLY IF O W Z 0 0 CL z <C) CMU WALL CONNECTION FALSE BEAM FRAME DOWN GABLE VERTICAL 2x4 SYP #2 HORIZONTAL PER PLAN IS A SINGLE 2x /\1 BLOCKING @ 16" O.C. W/ (3) 10d IF REQ'D WIDE 2ND 2x4 BRACE IF a_ < NAILS EACH END REQ'D, SEE CHART 0 LU U_ CLEAR SPAN CONNECTION A -A GABLE VERTICAL BRACING 2x6 2X CRIPPLES @ 16" O.C. 0 TOPANsoNSP2TYP.CMMONNAILS@'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING' 8"O.C. D BOTTOM IF U) HEADER IS NOT FLUSH U SP4 TOP OF CRIPPLE AT AGAINST TOP PLATE rGE 0 GABLE END BRACING STRAP LOCATION WHEN STUD LENGTH CL (GE01 GABLE END @ FLAT CEILING CONNECTIONS 111 3/4"=1 3/4"=11_0" IS < 12" USE LSTA30 LW (150 MPH EXP. B) STRAPS AT EA. STUD D Z_ WRAPPED OVER TOP UU ) ZO D PLATE &NAILED TO j HEADER EA. SIDE W/0 co (11) 10d NAILS < z I.. z SP4 TOP OF CRIPPLE ATU) U_ (D L tt-, 0 Uj W 0 STRAP LOCATION z LU 0 W 0 C) E (2) ROWS 12d NAILS n to r- i"t - 8 0') STAGGERED @ 12" O.C. Cq � 6 0 j W C') EA. FACE OR (3) ROWS _j - z > Z< F _j 12d NAILS STAGGERED LU < 0 _j (0 LL (n @ 12" O.C. FOR 2X10 W 0 8 OR GREATER HEADER D U) 0 ca Z<03 U) af 0 < � SEE HEADER _j : Z Lij 00 Z SCHEDULE FOR W z 001:Uj z 0 Q < LU �e HEADER CONNECTION 0 < W < z INFORMATION < Uj Q U_ 0 00 0 W W z � M0 ILL] LSTA30 HEADER TO 0 0 LL 0 _r 0 STUDS U.N.O. < (f) z FILLING AND BLKING AS REQ'D W/ (2) ROWS W I04V OF 12d @ 16" O.C. TO 0 CL 04 HEADER UNO I-- 2x4 SYP #2 BLOCKING (D 0 @ 48" O.C. MAX. W/ (3) TRUSSES AT 24" O.C. 2X STUDS TYP. z 0 12d TOE -NAILS @ EA. ROOF SHEATHING PER TYP. NON -LOAD ATTACH JAMB STUDS <0 END.REDUCE PLAN ATTACH PER STRUCTURAL 0 > LLI BEARING WALL PER SIMPSON DTC @ 48" PER WF08/SD3 Uj LLJ > SPACING TO 24" O.C. NAILING SCHEDULESHEATHING @ WALLS CARRYING PLAN. STUDS @ 24" O.C. ATTACH W/ (6) 8d ATTACHED PER z O.C. MAX. STUD NAILS (MAX. 1" BASE PLATE TO BE 37 0 LLJ LLJ LOADS SUCH AS SPACING TO BE 4 NAILING SCHEDULE ATTACHED TO FTG W VERTICAL GAP = -.r (j) SHELVING 16" O.C. MAX. @ 2x4 #2 SYP CONT. W/ EPDXY ANCHOR @ 6" W 0 W CABINETS OR HEAVY REDUCED DOWN To BETWEEN 12" LONG 1: — LU 14— USING 1/2" J -BOLTS OR LLJ TYP. NON -LOAD SIMPSON DTC @ EACH BLOCK & TRUSS DOOR z z HORIZONTAL BLOCK LOCATIONS CARRYING BOTTOM CHORD/ BEARING WALL PER (2) 16d COMMON X OPENING FROM EA. END OF BASE LOADS SUCH AS TRUSS BLOCKING.) PLAN. STUDS @ 24" NAILS EA. STUD OR PLATE & WALL LOCATION O.C. MAX. STUD . ATTACH W/ CABINETS OR HEAVY REDUCE DTC C SPACING SPACING TO BE TRUSS MEMBER, OPENINGS & 32" O.C. W/ (6) 8d NAILS (MAX. 14' SHELVING. TO 24" O.C. FOR Q TYP. (MAX. 24" O.C.). 7"' MIN EMBED PER BRG C) U) Lij V T__ LLJ U) VERTICAL GAP WALLS CARRYING REDUCED DOWN TO IF MASONRY, USE (2) WALL SCHEDULE. AT 0 ) am BETWEEN 12" LONG HOLD TOP OF LOADS SUCH AS 16" O.C. MAX. @ 1/4" TAPCONS W1 SLAB STEP DOWNS, 0 Z BLOCK & TRUSS NON -LOAD BEARING CABINETS OR HEAVY LOCATIONS CARRYING MIN. 2" EMBED. @ 24" EMBED. MUST BE 7" BOTTOM CHORD/ WALL DOWN 1-1' LOADS SUCH AS z 21 SHELVING O.C. MIN. BELOW STEP C4 TRUSS BLOCKING.) BELOW BOTTOM OF CABINETS OR HEAVY U) TRUSS BOTTOM 2x BLOCKING x 12" 10 SHELVING. W BLDG DESIGN: --- 2x BLOCKING x 12" TRUSS OR ROOF P.T BASE PLATE LONG @ HORIZONTALe CHORD. LONG @ TRUSSSYSTEM STRUCTURALENG: BED . . ....... BLOCKING LOCATION LOCATION FOR CLIP W DwgFTTING: ATTACHMENT, @ 48" WOOD/MASONRY NOTE: CONTRACTOR TO NAIL W -DESIGN: FOR CLIP D O.C. ATTACH TO WALL WALL OR TRUSS, 1st KING STUD INTO HEADER _-STRUCT: JW ATTACHMENT. ATTACH 11-1 HOLD TOP OF SEE PLAN PER HEADER SCHED. THEN SP4 @ BASE OF EA. SINGLE TOP PLATE W STUD U.N.O. SEE QC CHECK: cc MIN. (4) 8d NAILS. NON -LOAD BEARING ATTACH ADDIT'L KINGS AS PLATE W / MIN. (4) 8d BEARING WALL TO WALL SINGLE TOP WALL DOWN 1-21" REQ'D. U) JOB No. PSQ-0205140 NAILS. BELOW BOTTOM OF SCHEDULE ON NOTES & _j - , "" " :!� SCALE: AS INDICATED SINGLE 2x TOP PLATE TRUSS BOTTOM CONNECTOR LEGEND F - SHEET FOR MORE INFO. z SINGLE 2x TOP PLATE CHORD. w DATE: 05/18/18 fi F2 NON-BEARING WALL (PARALLEL TRUSS) (6�02 LEDGER @ LOW ROOF fiFO k TYPICAL HEADER DETAIL W 3/4"=11-011 W U) =1 SD2 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC, Any use, duplication, or transfer of these documents without the expressed, written consent ofMONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. .010 OPENING 01 P.T BASE PLATE U_ 0 (n % SEE GABLE O_ 0 W CONNECTION DETAIL L < FOR REQ'D SP4 @ BASE OF EA. C) CONNECTIONS STUD U.N.O. SEE BEARING CL WOOD WALL SCHEDULE ON WW 2x4 ATTACHED TO EA. NOTES & CONNECTOR GABLE 2x4 BRACE LEGEND SHEET FOR MORE WITH (2) 10d NAILS INFORMATION NOTE: REQUIRED NUMBER OF KING STUDS PER THE HEADER _�AD (1) A23 FROM (4)a. E PLATE @12" O.C. MAX. HGA10 @ 32" O.C. 2x4 SYP #2 FRAMING FOR FALSE V, k-zzq *IN- 2x4 BRACE IF REQ'D STRONGBACK TO BEAM @ 16" O.C., IF REQ'D W/ (4) SEE CHART. TIE BEAM COURSE w/ 10d NAILS @ EA. TRUSS BRACE DIAGONAL (1) #5 CONT. TOP AND BOTTOM 2x4 #2 SYP CMU WALL OR LINTEL MIN. 2x4 SYP #2 STUDS @ 16" O.C. BLOCKING 10d COMMON NAILS @ BELOW W/ SINGLE BOTTOM & TOP PLATE BETWEEN 6" O.C. XAI/ (3) 10ri NAILS PAr'14 PKin TVP STUDS ONLY IF O W Z 0 0 CL z <C) CMU WALL CONNECTION FALSE BEAM FRAME DOWN GABLE VERTICAL 2x4 SYP #2 HORIZONTAL PER PLAN IS A SINGLE 2x /\1 BLOCKING @ 16" O.C. W/ (3) 10d IF REQ'D WIDE 2ND 2x4 BRACE IF a_ < NAILS EACH END REQ'D, SEE CHART 0 LU U_ CLEAR SPAN CONNECTION A -A GABLE VERTICAL BRACING 2x6 2X CRIPPLES @ 16" O.C. 0 TOPANsoNSP2TYP.CMMONNAILS@'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING' 8"O.C. D BOTTOM IF U) HEADER IS NOT FLUSH U SP4 TOP OF CRIPPLE AT AGAINST TOP PLATE rGE 0 GABLE END BRACING STRAP LOCATION WHEN STUD LENGTH CL (GE01 GABLE END @ FLAT CEILING CONNECTIONS 111 3/4"=1 3/4"=11_0" IS < 12" USE LSTA30 LW (150 MPH EXP. B) STRAPS AT EA. STUD D Z_ WRAPPED OVER TOP UU ) ZO D PLATE &NAILED TO j HEADER EA. SIDE W/0 co (11) 10d NAILS < z I.. z SP4 TOP OF CRIPPLE ATU) U_ (D L tt-, 0 Uj W 0 STRAP LOCATION z LU 0 W 0 C) E (2) ROWS 12d NAILS n to r- i"t - 8 0') STAGGERED @ 12" O.C. Cq � 6 0 j W C') EA. FACE OR (3) ROWS _j - z > Z< F _j 12d NAILS STAGGERED LU < 0 _j (0 LL (n @ 12" O.C. FOR 2X10 W 0 8 OR GREATER HEADER D U) 0 ca Z<03 U) af 0 < � SEE HEADER _j : Z Lij 00 Z SCHEDULE FOR W z 001:Uj z 0 Q < LU �e HEADER CONNECTION 0 < W < z INFORMATION < Uj Q U_ 0 00 0 W W z � M0 ILL] LSTA30 HEADER TO 0 0 LL 0 _r 0 STUDS U.N.O. < (f) z FILLING AND BLKING AS REQ'D W/ (2) ROWS W I04V OF 12d @ 16" O.C. TO 0 CL 04 HEADER UNO I-- 2x4 SYP #2 BLOCKING (D 0 @ 48" O.C. MAX. W/ (3) TRUSSES AT 24" O.C. 2X STUDS TYP. z 0 12d TOE -NAILS @ EA. ROOF SHEATHING PER TYP. NON -LOAD ATTACH JAMB STUDS <0 END.REDUCE PLAN ATTACH PER STRUCTURAL 0 > LLI BEARING WALL PER SIMPSON DTC @ 48" PER WF08/SD3 Uj LLJ > SPACING TO 24" O.C. NAILING SCHEDULESHEATHING @ WALLS CARRYING PLAN. STUDS @ 24" O.C. ATTACH W/ (6) 8d ATTACHED PER z O.C. MAX. STUD NAILS (MAX. 1" BASE PLATE TO BE 37 0 LLJ LLJ LOADS SUCH AS SPACING TO BE 4 NAILING SCHEDULE ATTACHED TO FTG W VERTICAL GAP = -.r (j) SHELVING 16" O.C. MAX. @ 2x4 #2 SYP CONT. W/ EPDXY ANCHOR @ 6" W 0 W CABINETS OR HEAVY REDUCED DOWN To BETWEEN 12" LONG 1: — LU 14— USING 1/2" J -BOLTS OR LLJ TYP. NON -LOAD SIMPSON DTC @ EACH BLOCK & TRUSS DOOR z z HORIZONTAL BLOCK LOCATIONS CARRYING BOTTOM CHORD/ BEARING WALL PER (2) 16d COMMON X OPENING FROM EA. END OF BASE LOADS SUCH AS TRUSS BLOCKING.) PLAN. STUDS @ 24" NAILS EA. STUD OR PLATE & WALL LOCATION O.C. MAX. STUD . ATTACH W/ CABINETS OR HEAVY REDUCE DTC C SPACING SPACING TO BE TRUSS MEMBER, OPENINGS & 32" O.C. W/ (6) 8d NAILS (MAX. 14' SHELVING. TO 24" O.C. FOR Q TYP. (MAX. 24" O.C.). 7"' MIN EMBED PER BRG C) U) Lij V T__ LLJ U) VERTICAL GAP WALLS CARRYING REDUCED DOWN TO IF MASONRY, USE (2) WALL SCHEDULE. AT 0 ) am BETWEEN 12" LONG HOLD TOP OF LOADS SUCH AS 16" O.C. MAX. @ 1/4" TAPCONS W1 SLAB STEP DOWNS, 0 Z BLOCK & TRUSS NON -LOAD BEARING CABINETS OR HEAVY LOCATIONS CARRYING MIN. 2" EMBED. @ 24" EMBED. MUST BE 7" BOTTOM CHORD/ WALL DOWN 1-1' LOADS SUCH AS z 21 SHELVING O.C. MIN. BELOW STEP C4 TRUSS BLOCKING.) BELOW BOTTOM OF CABINETS OR HEAVY U) TRUSS BOTTOM 2x BLOCKING x 12" 10 SHELVING. W BLDG DESIGN: --- 2x BLOCKING x 12" TRUSS OR ROOF P.T BASE PLATE LONG @ HORIZONTALe CHORD. LONG @ TRUSSSYSTEM STRUCTURALENG: BED . . ....... BLOCKING LOCATION LOCATION FOR CLIP W DwgFTTING: ATTACHMENT, @ 48" WOOD/MASONRY NOTE: CONTRACTOR TO NAIL W -DESIGN: FOR CLIP D O.C. ATTACH TO WALL WALL OR TRUSS, 1st KING STUD INTO HEADER _-STRUCT: JW ATTACHMENT. ATTACH 11-1 HOLD TOP OF SEE PLAN PER HEADER SCHED. THEN SP4 @ BASE OF EA. SINGLE TOP PLATE W STUD U.N.O. SEE QC CHECK: cc MIN. (4) 8d NAILS. NON -LOAD BEARING ATTACH ADDIT'L KINGS AS PLATE W / MIN. (4) 8d BEARING WALL TO WALL SINGLE TOP WALL DOWN 1-21" REQ'D. U) JOB No. PSQ-0205140 NAILS. BELOW BOTTOM OF SCHEDULE ON NOTES & _j - , "" " :!� SCALE: AS INDICATED SINGLE 2x TOP PLATE TRUSS BOTTOM CONNECTOR LEGEND F - SHEET FOR MORE INFO. z SINGLE 2x TOP PLATE CHORD. w DATE: 05/18/18 fi F2 NON-BEARING WALL (PARALLEL TRUSS) (6�02 LEDGER @ LOW ROOF fiFO k TYPICAL HEADER DETAIL W 3/4"=11-011 W U) =1 SD2 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC, Any use, duplication, or transfer of these documents without the expressed, written consent ofMONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. 2x4 BLOCKS, (2) I NAILS @ EA. END. BLOCK ADJ. BAYS EA.DIAG. AS SHOV FASTEN ROOF SHEATHING TO BLOCKS w/8d NAIL @ 6" O.C. 4THING PER PLAN RE O.H. IS > T-0", P END GABLE w/ LOOKERS @ 24" TO RUN BACK TO "OMMON TRUSS 1 (3) 12d TOENAILS. NECT TO DROP LE WITH H2.5 CLIP. 2'-0" O.H. CONT. 2x4 (5) 16d NAILS BRACE 2x44S @ 24" n r TO BLOCKING GABLE END PROVIDE 2x4 BRACE SHEATHING FASTEN TO EA. ADJ. DIAL. PER PLAN FASTEN TO DIAG.w/(2) 16d NAILS, SPLICE AS REQ'D -- SIMPSON H10A DIAG. TO BLOCKING GABLE BRACING @ 48" - PROVIDE 2x BLOCKING O.C. MAX. 45° FROM FOR NAILING HORIZONTAL (+/- 10°) BRACE NOT REQUIRED 6' FROM EAVES. TRUSS PER PLAN 64 SEE PLAN FOR tA 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 MAY ALSO BE CONNECTIONS MASONRY) 'NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING'k'k'k GE0 GABLE END @ FLAT CEILING W/ BOSTON HIP 3/4"=1'-0" 1/2"= 1 1-011 • BUILDER NOTE: SOFFIT FRAMING NOT REQUIRED WITH ALUMINUM OR VINYL SOFFITS OV SC OV S�, ROOF SHEATHING, <'-I- FRC qe r ROOF SHEATHING, 2.1 FRC qe r FASTEN PER PLAN rR�s FASTEN PER PLAN CFNG r,4� OF S op SS PO oy 2x4 FRAMING @ 24" 2x4 FRAMING @ 24" O.C. MAX. 0 C MAX PROVIDE (4) 10d x 3" 2x SCAB w/ 10d NAILS 2x6 COLLAR TIE HALF WAY (2) - 8d EACH END NAILS AT JOINT @ 4" O.C. UP HEIGHT OF VALLEY. HEADER (SEE PLAN 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" PER -ENG TRUSSES FASTEN w/ (5) 10d COMMON LU m TOP CHORDS OF TRUSSES BELOW WHEN (2) - 8d EACH END NAILS @ EACH END (TYP.) VIEW w/ WOOD p10 2x SCAB w/ 10d NAILS w 1 1/2" z N Uj 2x6 RAFTER TO 2x8 RIDGE > @4"O.C. OSIMPSON BOARD W/ A35 ON ONE SIDE 10d x 3" COMMON TRUSS CONNECTION OF RAFTER. ATTACH A35 ON PER -ENG TRUSSES I 2x FASCIA ADJ RAFTER TO OPP SIDE %roai�t9ta�/r®yi M 2x FASCIA PER PLAN (AS SHOWN) 00 CMU WALL PER PLAN (2) 8d TOE NAILS TO FASTEN SYP OR SPF 2X6 (MIN. 10d x 3" COMMON (2) 8d TOE NAILS OPP. SIDE WIDTH) PLATE THRU O.S.B PER PLAN TO LEDGER SHEATHING (THICKNESS PER 2x4 PT LEDGER W/ LL %®� a�O� �d®°�� PLAN) TO PRE -ENG TRUSS W 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER BELOW W/ 1/4"x4-1/2" NAILS @ 16" O.C. 2X8 RIDGE BOARD O.C. SIMPSON SDS SCREWS 2x6 PLATE TO TOP CHORD OF FASTEN CONV. 2x VALLEY RAFTER EACH TRUSS BELOW 2x6's @ 24" FRAMING (OR PRE -ENG VALLEY TRUSSES) CONDITION O.C. MAX. CONDITION @ TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 CONNECTORS ((5) 8d NAILS) @ EA. rCF01�FIELD FRAMED VALLEY DETAIL RAFTER To PLATE CONN. 1/2"= 1 1-011 • BUILDER NOTE: SOFFIT FRAMING NOT REQUIRED WITH ALUMINUM OR VINYL SOFFITS OV SC OV S�, ROOF SHEATHING, <'-I- FRC qe r ROOF SHEATHING, 2.1 FRC qe r FASTEN PER PLAN rR�s FASTEN PER PLAN CFNG r,4� OF S op SS PO oy 2x4 FRAMING @ 24" 2x4 FRAMING @ 24" O.C. MAX. 0 C MAX PROVIDE (4) 10d x 3" 2x SCAB w/ 10d NAILS ARCH PER ELEV (2) - 8d EACH END NAILS AT JOINT @ 4" O.C. PROVIDE (4)10d x3" HEADER (SEE PLAN 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" PER -ENG TRUSSES NAILS AT JOINT 2x BLK'G. TO O.S.B. TOP CHORDS OF TRUSSES BELOW WHEN (2) - 8d EACH END PER PLAN VIEW w/ WOOD p10 2x SCAB w/ 10d NAILS w 1 1/2" z N Uj FRAMING DETAIL > @4"O.C. OSIMPSON 04 10d x 3" COMMON TRUSS CONNECTION SIDE Oz PER -ENG TRUSSES z 2x FASCIA PER PLAN %roai�t9ta�/r®yi M 2x FASCIA PER PLAN n4. 00 00 CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION 10d x 3" COMMON (2) 8d TOE NAILS OPP. SIDE LEDGER PER PLAN TO LEDGER FO TYPICAL BUILT-UP STUD COLUMN DETAIL 2x4 PT LEDGER W/ LL %®� a�O� �d®°�� 2x4 LEDGER (2) 16d W 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER NAILS @ 16" O.C. O.C. PLAN SEE ELEV. FOR SEE ELEV. FOR O.H. SIZE O.H. SIZE CONDITION @ CMU WALL CONDITION @ FRAME WALL PRECAST LINTEL PER PLAN MASONRY WALL —� SEE PLAN 2x8 W/ (2) 16d TOE — NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER DETAIL - MD04/SD1 NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS ARCH WINDOW FRAMING DETAILS 3/4"=1'-0" LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDI 2x BLK'G. TO O.S.B. ARCH PER ELEV (2) - 8d EACH END END VIEW w/ CMU 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN HEADER (SEE PLAN 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 7/16" O.S.B. EA. SIDI ,gkARCH PER ELEV 2x BLK'G. TO O.S.B. TOP CHORDS OF TRUSSES BELOW WHEN (2) - 8d EACH END END VIEW w/ WOOD NOTES: STUDS @ 16" O.C. FOR KNEE WALL 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT 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" 2 1/2" EDGE 1" EDGE 1 1/2" EDGE OTO TOP CHORDS OF TRUSSES BELOW WHEN NAILS (TYP.) 10d x 3 COMMON — p10 2 1/2" z w 1 1/2" z N Uj FRAMING DETAIL > N OSIMPSON 04 10d x 3" COMMON 10d x 3" COMMON OPP. 10 SIDE Oz z z FINISH PER ARCHITECTURAL PLANS %roai�t9ta�/r®yi M ROOF TRUSSES PER PLAN OR CURVED OCURVED n4. 00 00 NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D 10d x 3" COMMON TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. OPP. SIDE (2) 2x4's (2) 2x6's (2) 2x8's (2) 2x COLUMN FO TYPICAL BUILT-UP STUD COLUMN DETAIL 1-1/2"=1'-0" 001 DORMER FRAMING DETAIL 0 z Q a 00 SEE TYPICAL HEADER -RAMING DETAILS FOR kDDITONAL NFORMATION HEADER CAN BE =1THER UPSET OR )OWNSET) OUTSIDE (2) 2x4's w C� C 0 u a (D z a U) 00 EDGE DISTANCE PER DETAIL INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN O2x STUDS @ 16" O.C. FOR KNEE WALL @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT OLSTA18 ROOF SHEATHING FOR STRAP OCONT. ROOF SHEATHING NAIL PER PLAN PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END OTO TOP CHORDS OF TRUSSES BELOW WHEN NAILS (TYP.) BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS BELOW AND CONNECT w/ HTS20 @ 32" O.C. OPRE-ENGINEERED ROOF TRUSS PER PLAN BELOW OF2x PLATES OVER ROOF DECK PER VALLEY FRAMING DETAIL > DOUBLE TOP PLATE OSIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR RAFTER TRUSS PER PLAN OR CONV. FRAMING w/ OCOMMON STRUCTURAL SHEATHING PER PLAN AND ROOF FINISH PER ARCHITECTURAL PLANS %roai�t9ta�/r®yi M ROOF TRUSSES PER PLAN OR CURVED OCURVED RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING m NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. 2x W/ (2) 16d TOE NAILS d EACH END F - z w (3) 16d COMMON W NAILS (TYP.) 0 z 0 2x4 SPF CONT, BLOCKING ATTACH TO o 7/16" OSB W/ (2) 8d _ NAILS F' %roai�t9ta�/r®yi M 7/16" OSB EACH SIDE, o W/ 6d NAILS @ 16" O.C. O ,.°°®� �®0, p: ®��C,®•••®o•®®®®• /(// °®s � m TO SIDE & TOP NAILER ��� , 0 �®deoo % WAo•, o U_ z N 2x BUCKS, •4410) -k ®. Q Q U_ r-1 n — ® w CO • ®U O 94- �® ❑ J O " ®• O0 LL %®� a�O� �d®°�� W LL O, 0 W V5 O Q � 0 10dx3" _ O Q r F- w_ Z -' O 0 F- U a 10d x 3" OPP. SIDE ¢ U cri (0 W W WCE PER O U) z O > U O CL ° Ld a U zz off' ci 0 p < ° 42 u.. O W cow z O Q W 0rr,.w J E Q 0_(0 r 0 J O z j � LU a Z P -5 QO_m -�ti(° 0 F- ,-. _IO~C]>-Q o U F– W W nU)R0 C J Z ZQO�2w o ❑ z w z E OzaF-wxo UF— z ❑wa Q Ix It rrWnn W V ZOOM 0 W_17 _ o 0 r <C 5w z ❑ W N U) le O N 0 Q zUri V J o C > W o LU LU > �..� z 0 W W u W... Z � V' W za Q a- �- m a ~ W ��G O ❑ O o Z U-1 LY_ ad' 0 0_ LL N m LU BLDG DESIGN: --- U) STRUCTURALENG BED ----- -._. .... _.___....- . LU DRAFTING: -DESIGN: --- U-STRUCT: JW QC CHECK: CC u) JOB No. PSQ 0205140 Q SCALE: AS INDICATED -- --- w❑ DATE: 05/18/18 W cnq, ni z 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. 2x4 #2 SYP P.T. BLOCKING @ 24" O.C. 2.x4 BLOCKING (2) 12d TRUSS PER PLAN W/ (2) 12d END NAILS NAILS, TOENAILED @ @ EACH END EACH END.AT 2411 O.C. ROOF SHEATHING PER PLAN TRUSS PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (4) 8d (2) 16d TOENAILS NAILS INTO TOP PLATE NOTE: PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.C. DOUBLE 2x4 TOP NAIL FIELD INSTALLF^ PLATE LENGTHS MUST PENETRATION OF WITHIN 48" OF SPLICE PLATE TOP PLATE TO FRAM 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 NA �\PSPN516Z W/ (12) 16d W/ (2) 10d NAILS 3" O.C. @ 8" O.C. (FOLLOW Fj NAILS TVP TOP & BOT (SOLID BLOCK W/ 2x6) NAILING ATTACH 2x4 STUDS TO REQUIREMENTS THI (2) 10d NAILS @ 3" O.C. TOP PLATE W/ (3) 12d DETAIL FOR ALL TOF WITHIN 48" OF SPLICE TOE -NAILS TYPICAL AT PLATE SPLICE LOCATIONS) + THEN (2) ROWS 10d ALL LOCATION NAILS @ 8" O.C. OTHERWISE 2x4 WALL BEYOND AGAINST 2x8 STUDS N ATTACHED PER (WF08/SD3) z W 0 w ti 0 N z O E PLATE p w BRACE TO LEDGER TOP SPLICE@ • c� � rn a . SIMPSON LTA2 m ®•.•® DOUBLE TOP PLATE DOUBLE 2X4 TOP °��� ��'" M BLOCKING TO CMU W/ 2:X4 LEDGER W/ (2) 10d PLATE ATTACH 2X8 STUDS TO NAIL BOTTOM PLATE �y�•®•®•• •®®® �i� ��'� a 00 MASONRY WALL OR (10) 10d NAILS AND NAILS @ EACH WEB TOP PLATE W/ (4) 12d TO EACH PLY EL BUILT UP COLUMN BELOW W/ ®•4 M ` Q :2 Y O LINTEL SEE PLAN °,.. p• „ 4 Co ; O o® ,y -� z MIN. 4 1/8 EXTERIOR SHEATHING. ATTACH 2x4 STUDS TO AT ALL LOCATION (2) 10d NAILS z Q ®z ®Q TOE -NAILS TYPICAL c� EMBEDMENT OR Z ATTACH PER PLAN TOP PLATE W/ (3) 12d —p W Dw Co TOE -NAILS TYPICAL AT v 0 �` o• A: Q U SIMPSON META16 a FROM TOP OF WALL p 2 • z ua -� •` aa-- 0so w TO BOTTOM ALL LOCATION TOP SPLICE m Q. •.• 4c, ®l, i� Uj Q STD CONDITION @ CMU DOUBLE 2x8 TOP TOP PLATE CORNER TRANSITION o ®®� ®® 2x8 #2 SPF STUDS AT BOTTOM SPLICE OVER ®®®�� °® ®�C'``` Q SIMPSON DTC 2 8d 16" O.C. STUD PLATE O ®��/I/®I! p®�® '.a;;� O e NAILS INTO BLOCKING, (4) 8d NAILS TO TOP MASONRY WALL OR 2x8 #2 SYP PT. BASE PLATE LINTEL SEE PLAN PLATE W/ 1/2" x 8° fi FO TYPICAL TOP PLATE SPLICE @ BRG. WALL TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) I— TRUSS PER PLAN ANCHOR BOLT OR "O TITEN HD @ 32" O.C. & 3/4"=1'-0" cn TRUSS PER PLAN 6" FROM EACH END p W VAULTED CONDITION @ CMU Q o a 2x4 SYP #2 BLOCKING, w @ 24" O.C. W/ (2) 12d N END NAILS @ EACH O END. Q WALL SHEATHING PER IMIN. 15/32" EXP 1 OR 7/16 STRUCTURAL 0 NAIL SHEATHING AT FRAME WALL BOTTOM PLATE & D PLAN SIMPSON 10d LTA2 TRUSS T/ CMU W/ 2x DBL TOP PLATE 1 SHEATHING INSTALLED VERTICALLY AT FLOOR SYSTEM (I -JOIST OR SYSTEM42 / FLAT D= NAIL SPACING 'S (10) 10d NAILS & MIN. 4 1/8" - ° 2 OR HORIZONTALLY TRUSS TOP & BOTTOM USING 1 ROW OF 8d NAILS - ° o ° o 0 0 0 0 ° U) EMBEDMENT OR SIMPSON BEYOND ) O @ M iv IT — — T-1— — PER NOTE #2 w Z 2x WALL, SEE PLAN O 3" O.C. SEE WS10 AND WS11 FOR ADDITIONAL INFO. _ —D HGAM10 W/ (4) 1/4" x 1 1/2" SDS — — — — — — — — _ _ _ — "�" Z r I I I SHEATHING PER PLAN O STD CONDITION @FRAME WALL scREws & (4)1/4" TAPCONS OR I — — — TT — �1— — 1T — II— � 0 Q NAIL AT DOUBLE TOP PLATE USING (2) ROWS OF 8d WALL SPLICE, FIELD w z -j 0- EQUAL MAINTAINING MIN. 2" I I 5— I I I I I I `VERIFY IF REQUIRED a z� w NAILS @ 3 O.C. WALL DOUBLE TOP 1 D/2 I I O h- `_ x NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS PLATE PER PLAN p EMBEDMENT @ENDS, I I I I I I I I � w F- cn z� (4)10d NAILS @ EA. TRUSS PER PLAN OTHERWISE 24" O.C. U.N.O. ON a = O F- @ 3 O.C. IN HORIZONTAL CONDITIONS DOUBLE NAIL EDGE SPACING `� V BLOCKING TO FRAMING PLANS III —11— — — — — -- — W U_ z ® NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C. � W LU PLATE III III I I I I i— WALL SHEATHING O U.N.O. ON PLANS. STAGGER ALL VERT. PANEL JOINTS III I I( I I I I I I SPLICE, SEE SPLICE SHEATHING PER PLAN 3/g" w - TRUSS PER PLAN III III I I I I I DETAIL. MAX 1/8" 0 PLYWOOD SPLICES @ HEADER NAIL SHEATHING TO - S= NAIL SPACING Q - - -_-- -- - - -- TRUSS PER PLAN LU w HEADER W/ 8d NAILS @ 3 O.C. (2) ROWS @ TOP & v S S PER NOTE #1 z (2)10d NAILS TO OPENING SPACE BETWEEN w — _ — — _ — III III I 4 IJ w � BOTTOM "' ,v,_ W BOTTOM CHORD III 3 I I I I I I I I PANELS J ° ° O @EACH END OF III TYP I I I I I I I I � o SINGLE NAIL EDGE SPACING EXTERIOR SHEATHING O � > BLOCKING U O a III AROUND III I I I I I III OPENING I I CI I I 2x STUDS BEYOND, w 0 W o 2x4 SYP #2 FLAT �" a ° Z III SEE PLAN FOR MORE U_ PROVIDE PIECE OF (2)10d NAILS TO BLOCKING, @ 24" O.C. .^ /a: LAY 2x4 SYP #2 BLOCKING III CII I I I I I IINFO � O SHEATHING BETWEEN BOTTOM CHORD W/ (2) 12d END NAILS Wv�w 0 H OVER THE TOP OF THE BOTTOM — — — III —I I -TC III I ( I I I I Jrn7)co� w = O EXTERIOR WALL @EACH END OF @ EACH END. LINTEL PER •.� : CHORD. ATTACH W/ (2) 10d I I I I I I III III I I I I I 0) J � SHEATHING & BLOCKING. BLOCKING PLAN NAILS @ EACH TRUSS 24" O.C. —ill—IL _�_ �u__�I__iL--IL_ O F-0 SHEATHING TO HAVE WALL SHEATHING PER MAX. BLOCKING SHALL EXTEND — — — — — _ _ _ Z U) m SAME THICKNESS & PLAN A MIN. OF (1) TRUSS BAY EACH �` O U_ 00 STRENGTH ORIENTATION 2x WALL, SEE PLAN SIDE OF BOND BEAM, TYP. FLOOR SYSTEM 7-W `_ AS EXTERIOR WALL ----- ---- SHEATHING BEARING CONDITION @ CMU WALL CUT TO FIT 2x BOTTOM PLATE STUD PER PLAN JOINT, MAX. 1/8" GAP ALT. BLOCKING@FRAME CONDITION 1 OPENING SIZEBEYOND SEE PLAN 2x6 BLOCKING PLACED SHEATHING DIAGRAM (2) ROWS OF 8d NAILS FO NON BEARING WALL CLIP DETAIL F1 EXTERIOR SHEATHING SCHEDULE FLATWISE W/ (2) 16d NAILS EACH END @ 3" O.C. TOP & BOT. OF SHEATHING SPLICE � > U O a ° , 0 A a , U o I— �" a ° Z V /U• J g94&� 'x p z 4 Z U_ O W M WW z O Wv�w 0 H Jrn7)co� 3/4"=1'-01' SCALE: 3/4"=1'0" GYPSUM WALLBOARD SHEATHING SPLICE DETAIL U °D O d ti rn Zlwzj SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED ROOF TRUSSES on 24" PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. TYPICAL TRUSS TO SYSTEM INSTALL z KNEEWALL & PROVIDE 0 SOLID BLOCKING ~ 0 DBL. TOP PLATE UNDER COLUMN w s SEE ARCHITECTURAL ABOVE PLAN FOR OVERHANG HDR. PER PLAN BAND JOIST & BLKGLU ®��®®16ttt11//4prd a •� INFO OR LVL GIRDER . oa MIN 2X4 SPF #2 STUDS NOTE: ALL FLOOR PRE-ENGINEERED TRUSS STRAP -SEE PRE-ENGINEERED SHEATHING PER U �`C. `� r®r Y FLOOR SHEATHING & ®®•••°®�••®® �i w o WINDOW AS @ 16" O.C. SEE PLAN MTSC40 POST ABV. TO TRUSSES TO BE P.T. IF FRAMING PLAN FOR NAILING PER FLOOR O,� �'••° •.�2 -� Z ROOF TRUSS -SEE ROOF TRUSS -SEE DETAIL WF10/SD4 FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR 2x STUDS SEE ••� U_ G.: _ SCHEDULED FOR MORE INFO. POST BELOW U.N.O. NO MOISTURE FRAMING NOTES ®� U BARRIER (FELT PAPER LOCATION & SPACING - LOCATION & SPACING FRAMING PLAN FOR ®z �• c[ p PROVIDE SOLID 5 .U1 r J EXTERIOR FINISH PER OR SIM) IS PROVIDED : - STRUCTURAL COL PER 2x4 #2 SYP BLOCKING SPACING AND GRADE ,u ® Uj Q BLOCKING WITHIN FLR. STRUCTURAL COL PER ,C *. z a� "t O : Z O INT. FINISH PER PLAN PLAN FOR SIZE AND @ " AND SEE ARCH PLAN �..,��C•.�� PLAN TRUSS STRAP -SEE 48 O.C.OCW/ 2 12d SYSTEM TO MATCH PLAN FOR SIZE AND .: REQ'D # OF STUDS TOENAILS EACH END TO VERIFY SIZE �'i /�,•W® ®••�!�® ��. O COL. DIMENSION FRAMING PLAN FOR REQ'D # OF STUDS • 2x BOTTOM PLATE W/ CONNECTIONS 2x BOTTOM PLATE W/ ®o '•®•°" ® ®® U_ MID -SPAN BLOCKING (2) 12d AT 12" O.C. REFER TO PLAN FOR t ; DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE 2x4 #2 SYP ANGLE (2) 12d @ 12" O.C. w U.N.O. BUILT-UP COLUMN AGAINST TRUSS s 2x BOTTOM PLATE 2x BOTTOM PLATE (1) ROW 8d NAILS @ 3" I- 3/4" FLOOR SHEATHING INFO. VERTICAL @ 48" O.C. INSULATION PER PLAN ATTACHED PER 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING W/ (3) 12d NAILS EACH O.C. WALL SHEATHING 0 BEARING WALL PER ATTACHED PER ATTACHED PER TO BOTTOM PLATE/ U) SEE DETAILS WS10, NAILING SCHEDULE PLAN BEYOND NAILING SCHEDULE NAILING SCHEDULE END TOP CHORD O W WS11 OR WS13 FOR FLOOR TRUSSES SEE COLUMNS 0 LU ADDITIONAL Lb PLAN FOR DEPTH AND PRE -ENG FLOOR TRUSS � Q INFORMATION THIS DIRECTION MID -HEIGHT BLOCKING SYS. 42 FLOOR OR FIELD FRAME 2x4 OL 0 PER BEARING WALL KNEE WALL, STUDS @ SHEET SIMP. HTT4 TRUSSES @ 24" O.C.. � NOTE: ALL FLOOR SCHEDULE W/(18) 16d x22" NAILS (MAX) 16 O.C. W/ (2) 16d NAILS w TRUSSES TO BE P.T. IF TO POST U.NA. ON @ EACH END. TRUSS TO COLUMN BASE ( \ NO MOISTURE �„ CMU W/ STRAP PER BARRIER (FELT PAPER CONNECTION PER FRAMING PLAN) & 8 PLAN ALL THREAD W/7" MIN. \ Q STANDARD CONNECTOR OR SIM) IS PROVIDED EMBEDMENT INTO TIE � (1) SIMPSON LSTA30 � ., a•I. NOTES Q BEARING BEAM USING SIMP. SET STRAP CENTERED MASONRY WALL PER (1) ROW 8d NAILS @ 3" REFER TO FLOOR TRUSS SEE SEE PLAN FOUNDATION PLAN EPDXY \ FRAMING PLAN FOR I, cin O.C. WALL SHEATHING FLOOR TRUSS PER BETWEEN COLUMN PLAN i' „ • • ; S.' , , ,: PLAN AND GIRDER/BEAM NOTE: ALL FLOOR TO BOTTOM PLATE w Z FOR FTG. CONNECTION INFO. BOND BEAM INFORMATION PROVIDE SOLID BELOW W/ (22) 10d TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN a. O I�=I_ TI I=I- BLOCKING BELOW SEE DETAIL WS11THIS NAILS FLOOR GIRDER OR NO MOISTURE SHEATHING & CMU FLOOR SYSTEM DRAFT I I—I . '.a' i. ; : -I 1 I- SHEET FOR MORE INFO O COL. EVEN WITHIN BEAM; SEE PLAN BARRIER (FELT PAPER 2x4 PT SILL PLT. IF U CL • .,. STOPPING AT 1000 SQ I=_=_=__ I -I MASONRY WALL SEE FLOOR TRUSS OR SIM) IS PROVIDED KNEEWALL ❑ FT MAX: DRAFT I=I I i- PLAN FOR MORE INFO z LINTEL AS PER PLAN STOPPING MATERIALSfi-s-i"k Q U MIN THICKNESS SHALL TYPICAL TWO STORY COL. GIRDER Aso TYPICAL GIRDER COL. CONNECTION S0 TYPICAL GIRDER COL. @HIGH BEAM TWO STORY PARALLEL FLOOR CONNECTION W W WD, HD. HT. BE 1/2 GYP BOARD OR 4SQ3 SEE PLAN 15/32" OR 7/16" OSB. 3/4"=1'-0" 3/4"=1'-O" 3/4"=1'-0" 3/4"=1'-0" a ATTACH TO FLOOR TRUSS W/ 8d NAILS AT 16" O.C. TOP AND PRECAST SILL OR SILL BOTTOM CHORDS PER WINDOW MANUFACTURER WRITTEN 2x 2ND FLOOR STUDS — U_ W SEE PLAN FOR MORE A (2) SIMPSON LSTA18 O STRAPS CENTERED @ z A A FLOOR W/ (14) 10d 0 NAILS SEE FLOOR FRAMING ----� n U I� SPECIFICATIONS rv LH�t-UK I-LUUK W o No�do SYSTEM INFO. ; W11 d EXT FINISH PER PLAN SOLID SHEATHING @ SOLID SHEATHING @ - r HEADER HEADER ATTACH 2x STUDS W/ (3) 2x STUDS Gq Z a (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. x ~ J VERT REINF. BEYOND F SIMPSON SP4 W/ (6) F� SIMPSON SP4 W/ (6) STRAPS CENTERED @a° �.a �<< 10d x1-1/2 @ 24 O.C. << 10d x1-112 24 O.C. I— Z o s sy @ FLOOR W/ (14) 10d SIMPSON LSTA24 hFFT (USE SP6 @ 2x6 STUDS SIMPSON LSTA24 FFT (USE SP'6 @ 2x6 STUDS NAILS ' ' CALIFORNIA CORNER A -A o Q m STRAP W/ (22) 10d &SP8 @ 2x8 STUDS) STRAP W/ (22) 10d &SP8 @ 2x8 STUDS) (2) SIMPSON LSTA18 MASONRY WALL PER .a.' W z PLAN NAILS. BEND STRAP NAILS. BEND STRAP (2) SIMPSON META16 STRAPS CENTERED @ � M: ��.f CONC. SLAB - OVERTOP PLATE MAX. (2) 2x SPF TOP PLATE OVER TOP PLATE MAX, (2) 2x SPF TOP PLATE FLOOR TRUSS TO FLOOR W/ (14) 10d O D U) w SEE FOUNDATION 3", THEN RUN DOWN U.NO. ON PLAN 3", THEN RUN DOWN U.N.O. ON PLAN MASONRY WALL NAILS z W U w FACE OF JAMB STUDS/ FACE OF JAMB STUDS/ 3 2x STUD PACK O >"• 0 U f' E PLAN FOR MORE INFO . HEADER - SEE 2ND O _j 0) ❑ � FIN. FLR. HEADER HEADER - SEE 2ND HEADER EXT. SHEATHING ATTACH PER NAILING Q ��/ a'S Ci U) ti rn 8 " �:^. FLOOR PLAN FOR MIN. U 1..` 0'-0" r FLOOR PLAN FOR MIN. FLUSH W/ FACE OF SCHEDULE O U w z o M T v HEADER SIZE & REQ'D H z > ao °r EXTERIOR SHEATHING HEADER SIZE & REQ'D MASONRY ATTACHED w O Z Q O _j ,-.;i o GRADE . JAMB STUDS PER NAILING _ P- U P m c FROM TOP OF WALL JAMB STUDS ATTACH 2x STUDS W/),Cn TO BOT. (RIBBON/ EXTERIOR SHEATHING SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O:C. (4) 2x STUDS Z) O 0 ov 8 SEE FOUNDATION 49 BEAM) ATTACHED PER FROM TOP OF WALL 1/$" GAP BETWEEN F- W O Q c DETAILS FOR FTG INFO NAILING SCHEDULE. IF HEADER IS UPSET TO BOTTOM OF FLOOR SHEATHING AND STANDARD CORNIER A -A J Z Q O 2 w O AND WINDOW IS SYSTEM (RIBBON / w F-- z Z z w z E MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE O z I— w 2 O (2) 2x SILL AT WINDOW LOWER: (1) 2x SILL BEAM ATTACHED PER IF HEADER IS UPSET U }-- O U Q Z) w Q = SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR z Q a. W/ 2x CRIPPLE STUDS AND WINDOW IS MASONRY WALL PER Q PLATE W/ (2) 10d NAILING SCHEDULE. PLAN SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d p I- Q g U- O AT EA. END NAILED TO TOENAILS. EXT. LOWER: (1) 2x SILL SINKERS AND (14) Y4"X2 Y4" TITENS TO MASONRY W W ~ 'S O M STUD PACK IN/ 10d PLATE VV/ (2) 10d O W Z o NAILS @ 8" O.C. THEN HEADER OPENINGS TOENAILS. EXT. U Z O A_S_6�TYPICAL TWO STORY SECTION - SYSTEM 42 LESS THAN 4FT:(1) 2x Q STUDS @ 16" O.C. SILL PLATE vvi (2) 10d HEADER OPENINGS S09 2nd FLOOR CORNER FRAMING ATTACHMENT z _ 3/4"=1'-0" ATTACH SILL W/ (2) 10d TOENAILS. OPENING LESS THAN 4FT:(1) 2x 0 TOENAILS AT EA. END SILL PLATE W/ (2) 10d w dam' LARGER THAN 4FT: (2) 0) OF SILL (MAX OPEN'G 2x SILL PLATE W/ A35 TOENAILS. OPENING O WIDTH 4'-0"). USE A35 CLIPS EACH SIDE 3 2x (2) 2x SILL AT WINDOW LARGER THAN 4FT: (2) FLOOR SHEATHING & SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER PLAN a N W/ 2x CRIPPLE STUDS DETAIL WF10/SD4 ATTACHED PER ATTACH PER NAILING 2 I•- CLIP AT EA. END FOR CRIPPLES 16" O.C.2x SILL (PLATE W/ A35 NAILING PER FLOOR SHEATHING PER PLAN @ AT EA. END NAILED TO NAILING SCHEDULE SCHEDULE O O OPENINGS GREATER W/ 2 10d TOENAILS CLIPS EACH SIDE W/ 2x FRAMING NOTES 2x STUDS , SEE z ATTACH PER NAILING O STUD PACK W/ 10d V ..j THAN 4' BUT LESS T&B (PLYWOOD CRIPPLES @ 16" O.C. FRAMING PLAN FOR UNDER WINDOWS AND 2x STUDS ,SEE p NAILS @ 8" O.C. THEN SCHEDULE, THAN 6' W/ (2) 10d TOENAILS SPACING AND GRADE GIRDERS: BLOCK FRAMING PLAN FOR O U) ; W p SHEATHING REQ'D STUDS @ 16" O.C. � CONTINUOUS FROM T&B (PLYWOOD AND SEE ARCH PLAN SOLID BETWEEN SPACING AND GRADE W W > SIMP. HTT4 T&B) ATTACH SILL W/ (2) 10d ❑ TOP OF TOP PLATE TO �„ SHEATHING REQ'D SYS. 42 FLOOR TO VERIFY SIZE RIBBONS W/ SIMPSON AND SEE ARCH PLAN GIRDER TRUSS PER BOTTOM PLATE. W/ (18) 10d x 22 NAILS SEPARATE SHEATHING TOENAILS AT EA. END T&B A35 EA. END TO VERIFY SIZE O W W PLAN TO POST (U.N.O. ON ) TRUSSES @ 24 O.C. UNDER WINDOW OF SILL (MAX OPEN'G 2x BOTTOM PLATE W/ 2x BLOCKING FOR 2x BOTTOM PLATE W/ w BEARING WALL PER FRAMING PLAN) & 8" WIDTH 4'-Q"). USE A35 (2) 12d @ 12" O.C. (MAX) PLAN ALL THREAD W/ 7" MIN. CLIP AT EA, END FOR SHEATHING/ DRYWALL (2) 12d @ 12" O.C. W - W (1) ROW 8d NAILS @ 3" ATTACHMENT W/ (2) (1) ROW 8d NAILS @ 3" DOUBLE BOTTOM EMBEDMENT INTO TIE OPENINGS GREATER Z � Z a O.C. WALL SHEATHING 12d TOENAILS O.C. WALL SHEATHING Q PLATE BEAM USING SIMP. SET THAN 4' BUT LESS �- EPDXY TO BOTTOM PLATE/ EA. END TO BOTTOM PLATE � (2) H5 EA. FLOOR THAN 6 TOP RIBBON � �"" CJ Do Q 2x SYP #2 RIBBON (MIN C,) CO) W = TRUSS TO DOUBLE \ 2x SYP #2 RIBBON (MIN 'S BOTTOM PLATE, SLIT 2x TOP & BOT. 2x4) TO TRUSS O (4) W 0 RIBBONS, CONT. 2x4) TO TRUSS W/ (4) 16d NAILS; BOTTOM h 16d NAILS; BOTTOM RIBBON TO BE PT IF p O O Z SEE TRUSS LAYOUT FLOOR DECKING TO RIBBON TO BE PT IF w ACCOMMODATE NOTE: ALL FLOOR BRG DIRECTLY ON z FOR HANGER STRAP (1) SIMPSON LSTA30 BRG DIRECTLY ON CMU CMU 0 CL d. N TRUSSES TO BE P.T. IF STRAP CENTERED ..... NO MOISTURE BARRIER BETWEEN COLUMN SEE FRAMING PLAN (2) ROWS 8d NAILS @ L (2) ROWS 8d NAILS @ w --- BLDG DESIGN: (FELT PAPER OR SIM) IS AND GIRDER/BEAM FOR FLOOR 3" O.C. WALL SEE PLAN FOR 3" O,C. TYP. WALL U) STRUCTURAL ENG BED 2x RIBBON OR PROVIDED �` SHEATHING TO SIMPSON META16 AT CANTILEVER SHEATHING TO EA. BLOCKING W/ (4) 16d SEE FRAMING PLAN BELOW W/ (22) 10d CONNECTION MASONRY WALL PER °" w DRAFTING: OR (3) 16d TOENAILS IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR NAILS PLAN I.• BOTTOM RIBBON MASONRY OR MTS12 RIBBON -DESIGN: --- FRAMING PLAN, 2nd FLR STUDS TO BEAR ON `• 1/8" GAP BETWEEN AT WOOD FRAME H-STRUCT: JW CMU WALL BELOW PER DETAIL INCDICATED ON CONNECTION NOTE: ALL FLOOR SHEATHING & CMU WALL NOTE: ALL FLOOR U FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING FLOOR GRIDER OR TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF QC CHECK CC NO MOISTURE_--_- REQ'D ON EITHER SIDE OF WALL. IF WF02/SD6 BELOW JAMBS BEAM NO MOISTURE TRUSS TO CMU W! MASONRY OR FRAME U) JOB No. PSQ-0205140 BARRIER (FELT PAPER STRAPPER STANDARD WALL PER PLAN BARRIER (FELT PAPER -.--- - -- TRUSS PER PLAN IS INDICATED, BASE STRAPS ARE REQ'D ON MASONRY WALL SEE OR SIM) IS PROVIDED CONNECTION NOTES OR SIM) IS PROVIDED : SCALE: AS INDICATED BOTH SIDES OF THE WALL w DATE: 05/1$/18 PLAN FOR MORE INFO z 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'-0" T SD5 u� 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 & ASSIOCIATES, LLC is strictly prohibited. O.C. FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES TYPICAL TRUSS TO Q FRAME CONNECTION. w SEE STANDARD REFER TO PLAN FOR p CONNECTOR NOTES BUILT-UP COLUMN w INFO. BEARING SEE PLAN PRE -ENG. FLOOR SYSTEM - IF NO FLOOR SYSTEM INSTALL z KNEEWALL & PROVIDE 0 SOLID BLOCKING ~ 0 DBL. TOP PLATE UNDER COLUMN w s SEE ARCHITECTURAL ABOVE PLAN FOR OVERHANG HDR. PER PLAN BAND JOIST & BLKGLU ®��®®16ttt11//4prd a •� INFO OR LVL GIRDER . oa MIN 2X4 SPF #2 STUDS NOTE: ALL FLOOR PRE-ENGINEERED TRUSS STRAP -SEE PRE-ENGINEERED SHEATHING PER U �`C. `� r®r Y FLOOR SHEATHING & ®®•••°®�••®® �i w o WINDOW AS @ 16" O.C. SEE PLAN MTSC40 POST ABV. TO TRUSSES TO BE P.T. IF FRAMING PLAN FOR NAILING PER FLOOR O,� �'••° •.�2 -� Z ROOF TRUSS -SEE ROOF TRUSS -SEE DETAIL WF10/SD4 FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR 2x STUDS SEE ••� U_ G.: _ SCHEDULED FOR MORE INFO. POST BELOW U.N.O. NO MOISTURE FRAMING NOTES ®� U BARRIER (FELT PAPER LOCATION & SPACING - LOCATION & SPACING FRAMING PLAN FOR ®z �• c[ p PROVIDE SOLID 5 .U1 r J EXTERIOR FINISH PER OR SIM) IS PROVIDED : - STRUCTURAL COL PER 2x4 #2 SYP BLOCKING SPACING AND GRADE ,u ® Uj Q BLOCKING WITHIN FLR. STRUCTURAL COL PER ,C *. z a� "t O : Z O INT. FINISH PER PLAN PLAN FOR SIZE AND @ " AND SEE ARCH PLAN �..,��C•.�� PLAN TRUSS STRAP -SEE 48 O.C.OCW/ 2 12d SYSTEM TO MATCH PLAN FOR SIZE AND .: REQ'D # OF STUDS TOENAILS EACH END TO VERIFY SIZE �'i /�,•W® ®••�!�® ��. O COL. DIMENSION FRAMING PLAN FOR REQ'D # OF STUDS • 2x BOTTOM PLATE W/ CONNECTIONS 2x BOTTOM PLATE W/ ®o '•®•°" ® ®® U_ MID -SPAN BLOCKING (2) 12d AT 12" O.C. REFER TO PLAN FOR t ; DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE 2x4 #2 SYP ANGLE (2) 12d @ 12" O.C. w U.N.O. BUILT-UP COLUMN AGAINST TRUSS s 2x BOTTOM PLATE 2x BOTTOM PLATE (1) ROW 8d NAILS @ 3" I- 3/4" FLOOR SHEATHING INFO. VERTICAL @ 48" O.C. INSULATION PER PLAN ATTACHED PER 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING W/ (3) 12d NAILS EACH O.C. WALL SHEATHING 0 BEARING WALL PER ATTACHED PER ATTACHED PER TO BOTTOM PLATE/ U) SEE DETAILS WS10, NAILING SCHEDULE PLAN BEYOND NAILING SCHEDULE NAILING SCHEDULE END TOP CHORD O W WS11 OR WS13 FOR FLOOR TRUSSES SEE COLUMNS 0 LU ADDITIONAL Lb PLAN FOR DEPTH AND PRE -ENG FLOOR TRUSS � Q INFORMATION THIS DIRECTION MID -HEIGHT BLOCKING SYS. 42 FLOOR OR FIELD FRAME 2x4 OL 0 PER BEARING WALL KNEE WALL, STUDS @ SHEET SIMP. HTT4 TRUSSES @ 24" O.C.. � NOTE: ALL FLOOR SCHEDULE W/(18) 16d x22" NAILS (MAX) 16 O.C. W/ (2) 16d NAILS w TRUSSES TO BE P.T. IF TO POST U.NA. ON @ EACH END. TRUSS TO COLUMN BASE ( \ NO MOISTURE �„ CMU W/ STRAP PER BARRIER (FELT PAPER CONNECTION PER FRAMING PLAN) & 8 PLAN ALL THREAD W/7" MIN. \ Q STANDARD CONNECTOR OR SIM) IS PROVIDED EMBEDMENT INTO TIE � (1) SIMPSON LSTA30 � ., a•I. NOTES Q BEARING BEAM USING SIMP. SET STRAP CENTERED MASONRY WALL PER (1) ROW 8d NAILS @ 3" REFER TO FLOOR TRUSS SEE SEE PLAN FOUNDATION PLAN EPDXY \ FRAMING PLAN FOR I, cin O.C. WALL SHEATHING FLOOR TRUSS PER BETWEEN COLUMN PLAN i' „ • • ; S.' , , ,: PLAN AND GIRDER/BEAM NOTE: ALL FLOOR TO BOTTOM PLATE w Z FOR FTG. CONNECTION INFO. BOND BEAM INFORMATION PROVIDE SOLID BELOW W/ (22) 10d TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN a. O I�=I_ TI I=I- BLOCKING BELOW SEE DETAIL WS11THIS NAILS FLOOR GIRDER OR NO MOISTURE SHEATHING & CMU FLOOR SYSTEM DRAFT I I—I . '.a' i. ; : -I 1 I- SHEET FOR MORE INFO O COL. EVEN WITHIN BEAM; SEE PLAN BARRIER (FELT PAPER 2x4 PT SILL PLT. IF U CL • .,. STOPPING AT 1000 SQ I=_=_=__ I -I MASONRY WALL SEE FLOOR TRUSS OR SIM) IS PROVIDED KNEEWALL ❑ FT MAX: DRAFT I=I I i- PLAN FOR MORE INFO z LINTEL AS PER PLAN STOPPING MATERIALSfi-s-i"k Q U MIN THICKNESS SHALL TYPICAL TWO STORY COL. GIRDER Aso TYPICAL GIRDER COL. CONNECTION S0 TYPICAL GIRDER COL. @HIGH BEAM TWO STORY PARALLEL FLOOR CONNECTION W W WD, HD. HT. BE 1/2 GYP BOARD OR 4SQ3 SEE PLAN 15/32" OR 7/16" OSB. 3/4"=1'-0" 3/4"=1'-O" 3/4"=1'-0" 3/4"=1'-0" a ATTACH TO FLOOR TRUSS W/ 8d NAILS AT 16" O.C. TOP AND PRECAST SILL OR SILL BOTTOM CHORDS PER WINDOW MANUFACTURER WRITTEN 2x 2ND FLOOR STUDS — U_ W SEE PLAN FOR MORE A (2) SIMPSON LSTA18 O STRAPS CENTERED @ z A A FLOOR W/ (14) 10d 0 NAILS SEE FLOOR FRAMING ----� n U I� SPECIFICATIONS rv LH�t-UK I-LUUK W o No�do SYSTEM INFO. ; W11 d EXT FINISH PER PLAN SOLID SHEATHING @ SOLID SHEATHING @ - r HEADER HEADER ATTACH 2x STUDS W/ (3) 2x STUDS Gq Z a (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. x ~ J VERT REINF. BEYOND F SIMPSON SP4 W/ (6) F� SIMPSON SP4 W/ (6) STRAPS CENTERED @a° �.a �<< 10d x1-1/2 @ 24 O.C. << 10d x1-112 24 O.C. I— Z o s sy @ FLOOR W/ (14) 10d SIMPSON LSTA24 hFFT (USE SP6 @ 2x6 STUDS SIMPSON LSTA24 FFT (USE SP'6 @ 2x6 STUDS NAILS ' ' CALIFORNIA CORNER A -A o Q m STRAP W/ (22) 10d &SP8 @ 2x8 STUDS) STRAP W/ (22) 10d &SP8 @ 2x8 STUDS) (2) SIMPSON LSTA18 MASONRY WALL PER .a.' W z PLAN NAILS. BEND STRAP NAILS. BEND STRAP (2) SIMPSON META16 STRAPS CENTERED @ � M: ��.f CONC. SLAB - OVERTOP PLATE MAX. (2) 2x SPF TOP PLATE OVER TOP PLATE MAX, (2) 2x SPF TOP PLATE FLOOR TRUSS TO FLOOR W/ (14) 10d O D U) w SEE FOUNDATION 3", THEN RUN DOWN U.NO. ON PLAN 3", THEN RUN DOWN U.N.O. ON PLAN MASONRY WALL NAILS z W U w FACE OF JAMB STUDS/ FACE OF JAMB STUDS/ 3 2x STUD PACK O >"• 0 U f' E PLAN FOR MORE INFO . HEADER - SEE 2ND O _j 0) ❑ � FIN. FLR. HEADER HEADER - SEE 2ND HEADER EXT. SHEATHING ATTACH PER NAILING Q ��/ a'S Ci U) ti rn 8 " �:^. FLOOR PLAN FOR MIN. U 1..` 0'-0" r FLOOR PLAN FOR MIN. FLUSH W/ FACE OF SCHEDULE O U w z o M T v HEADER SIZE & REQ'D H z > ao °r EXTERIOR SHEATHING HEADER SIZE & REQ'D MASONRY ATTACHED w O Z Q O _j ,-.;i o GRADE . JAMB STUDS PER NAILING _ P- U P m c FROM TOP OF WALL JAMB STUDS ATTACH 2x STUDS W/),Cn TO BOT. (RIBBON/ EXTERIOR SHEATHING SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O:C. (4) 2x STUDS Z) O 0 ov 8 SEE FOUNDATION 49 BEAM) ATTACHED PER FROM TOP OF WALL 1/$" GAP BETWEEN F- W O Q c DETAILS FOR FTG INFO NAILING SCHEDULE. IF HEADER IS UPSET TO BOTTOM OF FLOOR SHEATHING AND STANDARD CORNIER A -A J Z Q O 2 w O AND WINDOW IS SYSTEM (RIBBON / w F-- z Z z w z E MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE O z I— w 2 O (2) 2x SILL AT WINDOW LOWER: (1) 2x SILL BEAM ATTACHED PER IF HEADER IS UPSET U }-- O U Q Z) w Q = SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR z Q a. W/ 2x CRIPPLE STUDS AND WINDOW IS MASONRY WALL PER Q PLATE W/ (2) 10d NAILING SCHEDULE. PLAN SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d p I- Q g U- O AT EA. END NAILED TO TOENAILS. EXT. LOWER: (1) 2x SILL SINKERS AND (14) Y4"X2 Y4" TITENS TO MASONRY W W ~ 'S O M STUD PACK IN/ 10d PLATE VV/ (2) 10d O W Z o NAILS @ 8" O.C. THEN HEADER OPENINGS TOENAILS. EXT. U Z O A_S_6�TYPICAL TWO STORY SECTION - SYSTEM 42 LESS THAN 4FT:(1) 2x Q STUDS @ 16" O.C. SILL PLATE vvi (2) 10d HEADER OPENINGS S09 2nd FLOOR CORNER FRAMING ATTACHMENT z _ 3/4"=1'-0" ATTACH SILL W/ (2) 10d TOENAILS. OPENING LESS THAN 4FT:(1) 2x 0 TOENAILS AT EA. END SILL PLATE W/ (2) 10d w dam' LARGER THAN 4FT: (2) 0) OF SILL (MAX OPEN'G 2x SILL PLATE W/ A35 TOENAILS. OPENING O WIDTH 4'-0"). USE A35 CLIPS EACH SIDE 3 2x (2) 2x SILL AT WINDOW LARGER THAN 4FT: (2) FLOOR SHEATHING & SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER PLAN a N W/ 2x CRIPPLE STUDS DETAIL WF10/SD4 ATTACHED PER ATTACH PER NAILING 2 I•- CLIP AT EA. END FOR CRIPPLES 16" O.C.2x SILL (PLATE W/ A35 NAILING PER FLOOR SHEATHING PER PLAN @ AT EA. END NAILED TO NAILING SCHEDULE SCHEDULE O O OPENINGS GREATER W/ 2 10d TOENAILS CLIPS EACH SIDE W/ 2x FRAMING NOTES 2x STUDS , SEE z ATTACH PER NAILING O STUD PACK W/ 10d V ..j THAN 4' BUT LESS T&B (PLYWOOD CRIPPLES @ 16" O.C. FRAMING PLAN FOR UNDER WINDOWS AND 2x STUDS ,SEE p NAILS @ 8" O.C. THEN SCHEDULE, THAN 6' W/ (2) 10d TOENAILS SPACING AND GRADE GIRDERS: BLOCK FRAMING PLAN FOR O U) ; W p SHEATHING REQ'D STUDS @ 16" O.C. � CONTINUOUS FROM T&B (PLYWOOD AND SEE ARCH PLAN SOLID BETWEEN SPACING AND GRADE W W > SIMP. HTT4 T&B) ATTACH SILL W/ (2) 10d ❑ TOP OF TOP PLATE TO �„ SHEATHING REQ'D SYS. 42 FLOOR TO VERIFY SIZE RIBBONS W/ SIMPSON AND SEE ARCH PLAN GIRDER TRUSS PER BOTTOM PLATE. W/ (18) 10d x 22 NAILS SEPARATE SHEATHING TOENAILS AT EA. END T&B A35 EA. END TO VERIFY SIZE O W W PLAN TO POST (U.N.O. ON ) TRUSSES @ 24 O.C. UNDER WINDOW OF SILL (MAX OPEN'G 2x BOTTOM PLATE W/ 2x BLOCKING FOR 2x BOTTOM PLATE W/ w BEARING WALL PER FRAMING PLAN) & 8" WIDTH 4'-Q"). USE A35 (2) 12d @ 12" O.C. (MAX) PLAN ALL THREAD W/ 7" MIN. CLIP AT EA, END FOR SHEATHING/ DRYWALL (2) 12d @ 12" O.C. W - W (1) ROW 8d NAILS @ 3" ATTACHMENT W/ (2) (1) ROW 8d NAILS @ 3" DOUBLE BOTTOM EMBEDMENT INTO TIE OPENINGS GREATER Z � Z a O.C. WALL SHEATHING 12d TOENAILS O.C. WALL SHEATHING Q PLATE BEAM USING SIMP. SET THAN 4' BUT LESS �- EPDXY TO BOTTOM PLATE/ EA. END TO BOTTOM PLATE � (2) H5 EA. FLOOR THAN 6 TOP RIBBON � �"" CJ Do Q 2x SYP #2 RIBBON (MIN C,) CO) W = TRUSS TO DOUBLE \ 2x SYP #2 RIBBON (MIN 'S BOTTOM PLATE, SLIT 2x TOP & BOT. 2x4) TO TRUSS O (4) W 0 RIBBONS, CONT. 2x4) TO TRUSS W/ (4) 16d NAILS; BOTTOM h 16d NAILS; BOTTOM RIBBON TO BE PT IF p O O Z SEE TRUSS LAYOUT FLOOR DECKING TO RIBBON TO BE PT IF w ACCOMMODATE NOTE: ALL FLOOR BRG DIRECTLY ON z FOR HANGER STRAP (1) SIMPSON LSTA30 BRG DIRECTLY ON CMU CMU 0 CL d. N TRUSSES TO BE P.T. IF STRAP CENTERED ..... NO MOISTURE BARRIER BETWEEN COLUMN SEE FRAMING PLAN (2) ROWS 8d NAILS @ L (2) ROWS 8d NAILS @ w --- BLDG DESIGN: (FELT PAPER OR SIM) IS AND GIRDER/BEAM FOR FLOOR 3" O.C. WALL SEE PLAN FOR 3" O,C. TYP. WALL U) STRUCTURAL ENG BED 2x RIBBON OR PROVIDED �` SHEATHING TO SIMPSON META16 AT CANTILEVER SHEATHING TO EA. BLOCKING W/ (4) 16d SEE FRAMING PLAN BELOW W/ (22) 10d CONNECTION MASONRY WALL PER °" w DRAFTING: OR (3) 16d TOENAILS IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR NAILS PLAN I.• BOTTOM RIBBON MASONRY OR MTS12 RIBBON -DESIGN: --- FRAMING PLAN, 2nd FLR STUDS TO BEAR ON `• 1/8" GAP BETWEEN AT WOOD FRAME H-STRUCT: JW CMU WALL BELOW PER DETAIL INCDICATED ON CONNECTION NOTE: ALL FLOOR SHEATHING & CMU WALL NOTE: ALL FLOOR U FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING FLOOR GRIDER OR TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF QC CHECK CC NO MOISTURE_--_- REQ'D ON EITHER SIDE OF WALL. IF WF02/SD6 BELOW JAMBS BEAM NO MOISTURE TRUSS TO CMU W! MASONRY OR FRAME U) JOB No. PSQ-0205140 BARRIER (FELT PAPER STRAPPER STANDARD WALL PER PLAN BARRIER (FELT PAPER -.--- - -- TRUSS PER PLAN IS INDICATED, BASE STRAPS ARE REQ'D ON MASONRY WALL SEE OR SIM) IS PROVIDED CONNECTION NOTES OR SIM) IS PROVIDED : SCALE: AS INDICATED BOTH SIDES OF THE WALL w DATE: 05/1$/18 PLAN FOR MORE INFO z 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'-0" T SD5 u� 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 & ASSIOCIATES, LLC is strictly prohibited. EXTERIOR SHEATHI"'^ FROM TOP OF WALI TO BOTTOM OF SILI PLATE ATTACH PER ----------------------------- NAILING SCHEDULE ROOF SHEATHING ISIIMPSON H2.5 EA. I ATTACH PER NAILIh HANGER BY OTHERS ITIRUSS I SCHEDULE PRE-ENGINEERED TRUSS PER PLAN (2) 2x SYP #2 I ° MIN. 2x6 #2 SYP CONT. BUILT-UP STUD I LEDGER W/ (2) %4'x3-1/2" I COLUMNS TRUSS PER PLAN SDS WOOD SCREWS @ 16" O.C. MAX. & 3" I— " FROM EA. END - USE LEDGER PER PLAN I (3) SCREWS FOR 24" I SIMPSON LUS26. U% IRECESS LEDGER INTO O.C. I LUS26-2 FOR 2PLY ITRUSS. VERIFY W/ I TRUSS TRUSS SHOP IDRAWINGS L,--_--- ----------- -- _— J 2x8 SYP #2 LEDGER (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT MIN. (4) 16d NAILS T 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 SCREWSSIDE OF G.T. USE (4) OPT TRUSS RECESS LEDGER ID01 LEDGER @GIRDER 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 2x BASE PLATE W/ 12d @ 24" O.C. TO FLOOR SYSTEM BELOW PLYWOOD FLOORING SEE FLOOR FRAMING PLAN FOR MORE INFO 16d NAILS) D03 LEDGER @ OPEN TO BELOW 2x4 LEDGER W/ (2) 10d NAILS @ 16" O.C. 2x EXT. FRAME WALL PER PLAN SIMPSON H10A @ EACH DIAGONAL BRACE 1/2" THREADED ROD CONTINUOUS TO FOUNDATION. REFER TO BEARING WALL NOTES FOR BASE CONNECTION 2x BOTTOM PLATE, CONNECT TO DOUBLE TOP PLATE W/ 16d NAILS @ 6" O.C. 2ND STORY _0FIN. FLOOR (2) 2x TOP PLATE 2x BEARING WALL PER PLAN, FRAME CONTINUOUS TO BOTTOM PLATE OF 2ND STORY WALL Fl BRACING @ 2 STORY FRAME WALL 3/4"=11-0" /--- EXTERIOR WALL SHEATHING & NAILING PER PLAN. SHEATHING CONT. TO 2nd STORY WALL BOTTOM PLATE ATTACH PER NAILING SCHEDULE----- 5 CHEDULE.-/ 3/4"=1'-0" 12d NAILS @ 12" O.C. 2x8's MIN. SPF #2 @ 16" USE SIMPSON MTS12 PRE ENGINEERED OR LSTA18 TO O.C. MAX W/ MID POINT BLOCKING BELOW. TRUSSES @ 24" O.C. 2x8 MIN. SPF #2 @ 16" ATTACH PER NAILING BLOCKING (U.N.O.) MAX. PER PLAN O.C. - SEE FRAMING EXT. FINISH PER 2x BLOCKING W/ (2) 12d BLOCKING W/ 8d NAILS PLAN FOR MORE INFO. @6"O.C. ARCHS . SEE ARCHS FOR ROOF MSTAM24 EA. SIDE OF DIAGONAL BRACE TO HUC24-2 EACH END, ` 2x4 BLOCKING EA. STUD TO WALL NAILS, UNDER FINISH BETWEEN STUDS W/ 16d NAILS EACH BELOW W/ (9) 10d DIAGONAL BRACE. (2) 12d TOE NAILS SHEATHING PER PLAN TRUSS PLAN FOR NAILS AND (5) 1/4"x2 EACH END 2x4 SYP #2 DIAGONAL ATTACH PER NAILING TRUSS ANCHOR (SEE 3/4" TAPCONS PER 45° FROM META16 @ 24" O.C. OR SCHEDULE ON WOOD USE HGA STRAP;CENTER CLIPS @ 24" O.C.) ° nr�t c SECTION 0- COMBO TRUSS MORE INFO. STRAP BETWEEN ROOF SHEATHING ° 2x8 #2 SYP P.T. SILL z MASONRY WALL AND ° PLATE W/ 1/2" EPDXY NAILING SCHEDULE FRAME WALL ° ANCHOR BOLT OR PLATE W/ 1/2" J -BOLT CONTRACTOR MAY USE J -BOLT W/ MIN. 7" Lu SIMPSON HTT4 AT2 FROM EACH END & @ 3/4" EMBED. @ 32" O.C. & 3" PER ELEV. WINDOW JAMB STUDS 32" O.C. MAX W/ FROM EA.END INSTEAD OF INDICATED 2x #2 SPF STUDS @ 16" CONNECTION: USE 1/2" EXTERIOR FLAT STRAP. O.C. w/ EXT. SHEATHING ALL THREAD ROD W/ 7" °` CONTINUOUS TO BASE INTERIOR FLAT STRAP FROM TOP OF WALL TO MIN. EMBED USING MAX 1/8" GAP IS STILL REQUIRED AT SIMPSON SET -XP BOTTOM ARE REQ'D BETWEEN SHEATHING GIRDER SEE PLAN FOR JAMB STUD CONDITION AND CMU EACH END & @ 32" O.C. ^ ° C.M.U. WALL PER PLAN INFO. IF WALL � MAX W/ WASHER SEE ARCHS FOR I[jEXT. FURRING AND F1 SECTION @OPEN TO ABOVE GIRDER BELOW INTERIOR FINISH „_- 1 1 -0, ° CONT. #5 IN TIE BEAM MASONRY WALL PER MORE INFO IF PLAN FINISH PER PARALLEL TO WALL 2x BRG WALL W/ ARCHS ROOF SHEATHING 6qO 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 2x BASE PLATE W/ 12d @ 24" O.C. TO FLOOR SYSTEM BELOW PLYWOOD FLOORING SEE FLOOR FRAMING PLAN FOR MORE INFO 16d NAILS) D03 LEDGER @ OPEN TO BELOW 2x4 LEDGER W/ (2) 10d NAILS @ 16" O.C. 2x EXT. FRAME WALL PER PLAN SIMPSON H10A @ EACH DIAGONAL BRACE 1/2" THREADED ROD CONTINUOUS TO FOUNDATION. REFER TO BEARING WALL NOTES FOR BASE CONNECTION 2x BOTTOM PLATE, CONNECT TO DOUBLE TOP PLATE W/ 16d NAILS @ 6" O.C. 2ND STORY _0FIN. FLOOR (2) 2x TOP PLATE 2x BEARING WALL PER PLAN, FRAME CONTINUOUS TO BOTTOM PLATE OF 2ND STORY WALL Fl BRACING @ 2 STORY FRAME WALL 3/4"=11-0" /--- EXTERIOR WALL SHEATHING & NAILING PER PLAN. SHEATHING CONT. TO 2nd STORY WALL BOTTOM PLATE ATTACH PER NAILING SCHEDULE----- 5 CHEDULE.-/ FLOOR GIRDER SEE --� PLAN FOR CONNECTION V_ SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO F1 TYPICAL CONNECTION @ GIRDER OR BEAM NAILS. UNDER SEE PLAN WINDOW JAMBS USE (2) 2x6 W/ HUC26-2. 4` LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR PLAN CONNECTIONS MASONRY (SHOWN) OR WOOD WALL PER PLAN 51 SECTION @ RAISED HEEL TRUSS 5 2x SYP #2 LEDGER TO UPPER FLOOR WALL W/ 1/4" X 3-1/2" SIMPSON SDS SCREW @ 16" O.C. 2x8 #2 SPF MIN STUDS @ 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) 12d NAILS @ 12" O.C. 16d NAILS @ EACH USE SIMPSON MTS12 PRE ENGINEERED OR LSTA18 TO EXT. SHEATHING BLOCKING BELOW. TRUSSES @ 24" O.C. 2x8 MIN. SPF #2 @ 16" ATTACH PER NAILING CONNECTED W/ MTS12 MAX. PER PLAN O.C. - SEE FRAMING SCHEDULE 2x BLOCKING W/ (2) 12d BLOCKING W/ 8d NAILS PLAN FOR MORE INFO. @6"O.C. (2) 2x4 #2 SYP . SEE ARCHS FOR ROOF BLOCKING W/ SIMPSON DIAGONAL BRACE TO HUC24-2 EACH END, WATERPROOFING AND 2x4 BLOCKING PROVIDE 2x4 SYP #a1:2 NAILS, UNDER FINISH BETWEEN STUDS W/ 16d NAILS EACH (2) 2x6 W/ HUC26-2. DIAGONAL BRACE. (2) 12d TOE NAILS TRUSSES PER PLAN TRUSS PLAN FOR EXTENSION EACH END 2x4 SYP #2 DIAGONAL TRUSS IS CONT. BRG TRUSS ANCHOR (SEE ON MASONRY USE 45° FROM META16 @ 24" O.C. OR PLAN) ON WOOD USE HGA SEE LD02/SD2 FOR CLIPS @ 24" O.C.) 6' FROM EAVES. nr�t c SECTION 0- COMBO TRUSS MORE INFO. ROOF SHEATHING ®o; ®°o>, z ATTACHED PER o NAILING SCHEDULE 2x8 #2 SYP P.T. SILL PLATE W/ 1/2" J -BOLT W/ MIN. 7" EMBED. @ 6" Lu 0 H, FROM EACH END & @ PER ELEV. 32" O.C. MAX W/ rWASHER. ALTERNATE 2x #2 SPF STUDS @ 16" CONNECTION: USE 1/2" IF SHEATHING IS NOT O.C. w/ EXT. SHEATHING ALL THREAD ROD W/ 7" °` CONTINUOUS TO BASE FROM TOP OF WALL TO MIN. EMBED USING PLATE, SP8 TOP AND BOTTOM OF TRUSS/ SIMPSON SET -XP BOTTOM ARE REQ'D GIRDER SEE PLAN FOR EPDXY @ 6" FROM WINDOW ATTACHMENT EACH END & @ 32" O.C. ^ ° C.M.U. WALL PER PLAN INFO. IF WALL � MAX W/ WASHER SHEATHING ISN'T CONT. LSTA18 STRAPS ARE REQ'D FROM STUDS To F1 SECTION @OPEN TO ABOVE GIRDER BELOW „_- 1 1 -0, SEE LD02/SD2 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL 2x BRG WALL W/ ROOF SHEATHING SIMPSON SP2 @ TOP & 2x BLOCKING W/ (2) 12d ATTACHED PER SP1 @ BASE. LSTA18 TOENAILS EACH END NAILING SCHEDULE OR MTS12 MAYBE USED @ BASE 2x BASE PLATE W/ (2) � 12d NAILS @ 12" O.C. EXTERIOR SHEATHING i ATTACH PER NAILING 3/4" FLOOR SHEATHING SCHEDULE ATTACHED PER NAILING SCHEDULE (2) 2x4 #2 SYP BLOCKING W/ SIMPSON I— — — -- — — HUC24-2 EACH END, USE(4)10d&(2)10d FLOOR GIRDER SEE --� PLAN FOR CONNECTION V_ SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO F1 TYPICAL CONNECTION @ GIRDER OR BEAM NAILS. UNDER SEE PLAN WINDOW JAMBS USE (2) 2x6 W/ HUC26-2. 4` LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR PLAN CONNECTIONS MASONRY (SHOWN) OR WOOD WALL PER PLAN 51 SECTION @ RAISED HEEL TRUSS 5 2x SYP #2 LEDGER TO UPPER FLOOR WALL W/ 1/4" X 3-1/2" SIMPSON SDS SCREW @ 16" O.C. 2x8 #2 SPF MIN STUDS @ 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 2x BASE PLATE W/ (2)2x 2x4 BLOCKING W/ (2) 12d NAILS @ 12" O.C. 16d NAILS @ EACH USE SIMPSON MTS12 END. BLOCK OR LSTA18 TO ADJACENT BAYS @ BLOCKING BELOW. EACH DIAGONAL NOT REQ'D IF STUD IS BRACE AS SHOWN., CONNECTED W/ MTS12 FASTEN ROOF OR LSTA18 SHEATHING TO 2x 2x BLOCKING W/ (2) 12d BLOCKING W/ 8d NAILS TOENAILS EACH END @6"O.C. (2) 2x4 #2 SYP (5) 16d NAILS BLOCKING W/ SIMPSON DIAGONAL BRACE TO HUC24-2 EACH END, BLOCKING '`y'--- PROVIDE 2x4 SYP #a1:2 NAILS, UNDER CONT. BRACE W/(2) WINDOW JAMBS USE 16d NAILS EACH (2) 2x6 W/ HUC26-2. DIAGONAL BRACE. LOW ROOF TRUSS SEE TRUSSES PER PLAN TRUSS PLAN FOR EXTENSION CONNECTIONS (IF 2x4 SYP #2 DIAGONAL TRUSS IS CONT. BRG BRACE @ 48" O.C. MAX. ON MASONRY USE 45° FROM META16 @ 24" O.C. OR HORIZONTAL BRACE ON WOOD USE HGA NOT REQUIRED CLIPS @ 24" O.C.) 6' FROM EAVES. 2x BASE PLATE W/ (2)2x BRG WALL W/ SIMPSON SP2 @ 12d NAILS @ 12" O.C. TOP & SPI @ BASE. LSTA18 OR USE SIMPSON MTS12 MTS12 MAY BE USED @ BASE.(WHEN OR LSTA18 TO WALL IS CONT. BRG ON TRUSS BLOCKING BELOW. STRAP STUDS W/ LSTA18 @ 16" O.C. NOT REQ'D IF STUD IS TO TRUSS BELOW) CONNECTED W/ MTS12 3/4" FLOOR SHEATHING ATTACHED OR LSTA18 PER NAILING SCHEDULE 2x BLOCKING W/ (2) 12d EA. ENID. SIMPS. SP4 TOENAILS EACH END FLOOR TRUSS PER (2) 2x4 #2 SYP PLAN BLOCKING W/ SIMPSON ATTACH PER NAILING HUC24-2 EACH END, SCHEDULE USE (4) 10d & (2) 10d 2x4 SYIP#2 BLOCKING NAILS, UNDER W/ (2) 110d TOE NAILS WINDOW JAMBS USE SEE aLa" (2) 2x6 W/ HUC26-2. 16" TALL RAISED HEEL LOW ROOF TRUSS SEE BOTTOM CHORD TRUSS PLAN FOR EXTENSION CONNECTIONS (IF ATTACH EACH TRUSS TRUSS IS CONT. BRG TO BEARING WALL ON MASONRY USE MASONRY (SHOWN) META16 @ 24" O.C. OR OR WOOD WALL PER ON WOOD USE HGA PLAN CLIPS @ 24" O.C.) `®®® cb, nr�t c SECTION 0- COMBO TRUSS �•,.../ SEE 2NC �'— EXT. SHEATHING FROM ALIGN 2ND FLOOR TOP OF WALL TO DBL STUDS w/ 1ST FLOOR BOTTOM PLATE. IF STUDS SHEATHING IS NOT I CONT. ADD BLOCKING (2) 2x SPF#2 BASE @ SHEATHING SPLICE PLATE. ATTACH 1ST PLY W/ (3) 110d TOENAILS W/ (2) 16d NAILS @ EACH EA. ENID. 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 SYIP#2 BLOCKING I L-------------------------- W/ (2) 110d TOE NAILS ( 2) 2x TOP PLATE LOW ROOF TRUSS W/ D04 SECTION @ LOW ROOF 16" TALL RAISED HEEL SEE PLAN FOR BOTTOM CHORD BEARING WALL EXTENSION REQUIREMENTS. ATTACH EACH TRUSS STUDS TO ALIGN W/ TO BEARING WALL STUDS ABOVE USING SIMPSON H10A U.N.O. ON FRAMING PLANS F2 SECTION @ 2 -STORY BRG. `®®® cb, 3/4"=1'-0" WALL & WALL OPENINGS @ 32"o.c. KINGS # OF STUDS TO MATCH MAX. W/ 7" MIN. EMBEDMENT & BETWEEN FLOORS WASHER SEE BEARING WALL SCHEDULE FOR MORE INFORMATION. TERNATE CONNECTION: 1/2" ALL AT OPENINGS LARGER THAN AL THREAD ROD 6" FROM EA. END OF O4'- 2 " ATTACH TOP PLATE TO WALL, WALL OPENINGS & AT 32" O.C. HEADER WITH LSTA12 BENT MAX (7" MIN.EMBED USING SIMPSON OVER W/ (5) 10d NAILS INTO TOP SET -XP EPDXY) W/ WASHER PLATE AND (5) 10d NAILS INTO HEADER Flk 2 STORY INTERIOR BEARING WALL 116PIRMIUM11156ft 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 BOTTOM OF EA. STUD PER BEARING WALL SCHEDULE ALL CS18 STRAPS TO HAVE MIN 12" END LENGTH ON STUDS W/ (18) 8d NAILS PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS SP4 TOP & BOTTOM OF EA STUD U.N.O. SIMPSON CS18 STUDS ABOVE TO HEADER BELOW 1/2" THREADED ROD @ 32" O.C. MAX W/ NUT & 2" WASHER TOP & BOTTOM 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 LU 0 Lu t� ti 0 N z 0 SEE 2NC I- ---,-----_...—.----------------- WALL SE ADDITIO O INFORM SIMPSON H2.5 I TRUSS TO LEDGER 1 IMIN. 2x6 #2 SYP ICONT. LEDGER w/ (2) > I%4'x3" SDS WOOD ISCREWS @ 16" O.C. a , r`r►f>I�Ilsrr�,r IMAX - EQUALLY CO ISPACED & 3" FROM ° END OF LEDGER- IUSE (3) SREWS IF 24" LEDGER RECESSED INTO TRUSS. VERIFY IO.C. IS REQUIRED w/ SHOP DRAWINGS I I L-------------------------- I J OPT. TRUSS RECESS LEDGER D04 SECTION @ LOW ROOF Z 3/4"=1'-0" WALL & WALL OPENINGS @ 32"o.c. KINGS # OF STUDS TO MATCH MAX. W/ 7" MIN. EMBEDMENT & BETWEEN FLOORS WASHER SEE BEARING WALL SCHEDULE FOR MORE INFORMATION. TERNATE CONNECTION: 1/2" ALL AT OPENINGS LARGER THAN AL THREAD ROD 6" FROM EA. END OF O4'- 2 " ATTACH TOP PLATE TO WALL, WALL OPENINGS & AT 32" O.C. HEADER WITH LSTA12 BENT MAX (7" MIN.EMBED USING SIMPSON OVER W/ (5) 10d NAILS INTO TOP SET -XP EPDXY) W/ WASHER PLATE AND (5) 10d NAILS INTO HEADER Flk 2 STORY INTERIOR BEARING WALL 116PIRMIUM11156ft 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 BOTTOM OF EA. STUD PER BEARING WALL SCHEDULE ALL CS18 STRAPS TO HAVE MIN 12" END LENGTH ON STUDS W/ (18) 8d NAILS PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS SP4 TOP & BOTTOM OF EA STUD U.N.O. SIMPSON CS18 STUDS ABOVE TO HEADER BELOW 1/2" THREADED ROD @ 32" O.C. MAX W/ NUT & 2" WASHER TOP & BOTTOM 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 LU 0 Lu t� ti 0 N z 0 Z i O H 0 w > 11 r`r►f>I�Ilsrr�,r Uj CO `C� o.eo•0� �' U 000 0 moire os �eo <C/ Q) ``r b' a 2v� i Wco J Z W LL i Uj o'�®� `®®® cb, o Cq ®o; ®°o>, z o pP�®e,®®® 11111 Lu W i Q i Z i O H > 11 U > U) W i � co o i J � $ � 0 V z I'- z am C W Z \) 111 / LLQ P r LU U W I� J�= E L.1. 0Iw-zjMoo W Oz¢© -jL-LJC 0 J 0P Q} o c 0 W rn VWR00Q"c VJ Z ��w o �— oIzwz;= O Ozl—wY0 f'— UQQWJOT- Q0 U > W ZOOM LU �- 0 U) i 04 N V p i W W � O W W LU Z G. W � 0 ) � � o Z r i tl G. cV BLDG DESIGN: --- ) STRUCTURALENG BED � DRAFTING: DESIGN --- STRUCT: JW QC CHECK: CC JOB No. PSQ-0205140 SCALE: AS INDICATED DATE: 05/18/18 ) SD6) 6" MIN. BELOW OR WALL) CONT. LEDGER w/ (3) ,fl ALTERNATE HANGER 16d NAILS @ 16" O.C. MAX. @ RIGHT OF THIS SEE TABLE FOR MAX. TO EACH STUD. ((2) 1/4" x 3 DETAIL WIDTH OF LANDING 1/4" TAPCONS @ 16" O.C. MAX. FOR MASONRY WALL) STAIR W 1 N D E R D ETAI L A -A PLAN VIEW@ W DEGREE TURN LANDING �- STANDARD (3) 2X12 12'-0" OR LESS MIN. (3) 2x SYP #2 -- MIN. (3) 2x SYP #2 STUDS SEE SCHEDULE FOR MAX WIDTH OF LANDING STRINGERS W/ STUDS REQ'D @ END REQ'D @ END OF LANDING SIMPSON A34 CLIP TO OF LANDING W/ MIN. (6) W/ MIN. (6) 16d NAILS FLOOR SYSTEM 16d NAILS FROM NOTE: 3/4" PLYWOOD OR OSB TO ALLOW VERTICAL (2)2x12 SYP#2 HEADER FROM (2)2x12 SYP#2 FLOOR SYSTEM PER SEE ARCHS. FOR MAX. OF LANDING TO BUILT-UP STUD 1, STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINIMUM SHEATHING OVER TO SLIDE DOWN TO OVER LANDING HEADER TO BUILT UP COLUMN RISE OF STEPS AND CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDITION OF THE FBC. L -BRACE @ 6'-0" O.C. & LANDING ATTACHED MIN. 2x8 SYP. JOIST LINE UP 2xJOIST IN MIN. TREAD DEPTH STUD COLUMN LINE WITH MIDDLE STANDARD (3)2x12 2x12 STRINGER TO BE SYP#2 STRINGERS W/ PER GENERAL FLOOR LEDGER (P.T. IF GENERAL FLOOR UTILIZED AS BLOCKING SIMPSON A35 / A34 CLIP TO FLOOR NAIL (2)PLY BEAM TOGETHER USING (3)12d NAILS AT 8" O.C. MIN. 2x8 SYP#2 JOISTS SYSTEM & LANDING CONSTRUCTION ATTACHMENT TO z @ LANDING @ 16"O.C. FRAMING ���-_ -p W/ SIMPSON A35 OR z 'j- � LUS26 HANGER ON CMU/LEDGER IN LIEU OF TO TRUSS W/ (3) %4' x 3" 3 1/2" TOE NAILS EACH SIDE a HEIGHT AND PLAN LU o SDS WOOD SCREWS MID SPAN BLOCKING BEAM @ END OF _ 9 u (2) 2x12 SYP#2 BEAMTO MATCH JOIST p _ PER SCHEDULE REQ'D DEPTH W/ (3) 10d w S @ END OF LANDING TOENAILS EACH END PER WOOD: 2x4 #2 SPF STUDS @ FOR STRINGERS TO C, CONNECT TO. BEAM 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER MID SPAN BLOCKING TO BEAR DIRECTLY ON MAX SCHEDULE MIN. 2x8 SYP#2 JOIST (P.T. IF BUILT UP COLUMNS FACE OF TRUSS STUD TO BE ATTACHING TO MASONRY 6" MIN. BELOW OR WALL) CONT. LEDGER w/ (3) ,fl ALTERNATE HANGER 16d NAILS @ 16" O.C. MAX. @ RIGHT OF THIS SEE TABLE FOR MAX. TO EACH STUD. ((2) 1/4" x 3 DETAIL WIDTH OF LANDING 1/4" TAPCONS @ 16" O.C. MAX. FOR MASONRY WALL) STAIR W 1 N D E R D ETAI L A -A PLAN VIEW@ W DEGREE TURN LANDING JOISTS (#2 SYP) MAX WIDTH OF LANDING 12'-0" OR LESS (2) 2x12 MIN. (3) 2x SYP #2 STUDS SEE SCHEDULE FOR MAX WIDTH OF LANDING REQ'D @ END OF LANDING PLYWOOD FLOORING W/ MIN. (6) 16d NAILS SEE PLAN FOR DEPTH NOTE: 3/4" PLYWOOD OR OSB TO ALLOW VERTICAL PLYWOOD SHEATHING FROM (2)2x12 SYP#2 FLOOR SYSTEM PER SEE ARCHS. FOR MAX. OF LANDING 1, STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINIMUM SHEATHING OVER TO SLIDE DOWN TO OVER LANDING HEADER TO BUILT UP FRAMING PLAN TYP. RISE OF STEPS AND CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDITION OF THE FBC. L -BRACE @ 6'-0" O.C. & LANDING ATTACHED MIN. 2x8 SYP. JOIST ATTACHED PER MIN. TREAD DEPTH STUD COLUMN @ ANY OPENING SECTION X -X PER GENERAL FLOOR LEDGER (P.T. IF GENERAL FLOOR OPTIONAL (2)2x12 SYP#2 2X4 CONT. TOP PLATE NAIL (2)PLY BEAM TOGETHER USING (3)12d NAILS AT 8" O.C. CONSTRUCTION NOTES ATTACHING TO CONSTRUCTION ATTACHMENT TO 3. CONTACT EOR FOR CONDITIONS NOT COVERED THIS DETAIL PRIOR TO ���-_ TO STUDS W/ (2) 16d MASONRY WALL) NOTES CMU/LEDGER IN LIEU OF TO TRUSS W/ (3) %4' x 3" 3 1/2" TOE NAILS HEIGHT AND PLAN SDS WOOD SCREWS BEAM @ END OF BUILT UP COLUMN LAYOUT. HEADER N.T.S. EQUALLY 16" O.C.LANDING oo PER WOOD: 2x4 #2 SPF STUDS @ WALL COULD BE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER MID SPAN BLOCKING MAX SCHEDULE HU210-2/HUC210-2 W/ ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE 2x12 STRINGERS ONE FOR REQUIRED STUDS W/{2) 16d TOE 32' TO MATCH JOIST ATTACHED TO TRUSS ON EACH SIDE AND OPTIONAL (2)2x12 SYP#2 (18)16d NAILS TO NAILS BELOW (OTHERWISE ONE @MID -SPAN SUPPORT A O DEPTH W/ (3) 10d SEE ARCH PLAN _ MAX. 4'-0'" ABOVE FLOOR � ATTACH W/ (2) 12d ATTACHMENT TO CMU/LEDGER LEDGER/SUPPORT AND INFORMATION.. TOENAILS @BOTTOM) A34 @ EA. STRINGER 2 z TOENAILS EACH END 2x4 STUDS @ IN LIEU OF BUILT UP COLUMN (10)10d NAILS TO (2)2x12 O.C.SPF X X 24" . W/ (2) 12d ( NOTCH FLOOR � 2x4 SILL PLATE W/ (2) w z 2x JOIST (P.T. IF TOENAILS BOTTOM SHEATHING TO WOOD: SYP#2 HEADER 2x ATTACHED TO ATTACHING TO MASONRY ACCOMMODATE 2x I CONT. BRACE & 10d U- g (2) 2x12 SYP#2 BEAM WALL) CONT LEDGER w/ HU210-2/HUC210-2 W/ (18)16d MASONRY: I I I I I I I PER SCHEDULE @ END (3) 16d NAILS @ 16" O.C. NOTCH SILL AND 10d NAILS 4 O.C. _____ @ " � p OF LANDING FOR MAX. TO EACH STUD. ((2) NAILS TO LEDGER/SUPPORT HU210-2/HUC210-2 W/ 2x12 STRINGERS ONE I l I I STRINGERS TO 1/4" x3-1/4" TAPCONS @ TO ALLOW VERTICAL d 2 ON EACH SIDE AND I I I I CONNECT T0. BEAM 16'" O.C. MAX. FOR AND (10)10d NAILS TO (2)2x12 (18) 1/4"x3-1/4" TAPCONSw W/ (2) %4'x3'" SDS ONE @ MID -SPAN I I I I TO BEAR DIRECTLY ON MASONRY WALL) FACE OF TRUSS I o SIMPSON A35 I I I I BUILT UP COLUMN SYP#2 HEADER TO CMU AND (10) 10d SPACED &CENTERED A35 CONNECTION I I I III BELOW. ATTACH 2x6 VERTICAL Uj w � CONNECTIONS NAILS TO (2)2x12 SYP#2 L -BRACE @ 6'-0" O.C. & WOOD OR MASONRY SDS WOOD SCREWS @ ANY OPENING SEE PLAN FOR HU2 ON2/HUC210-2 W/ (18) HEADER EQUALLY MASONRY WALL OR 1/4"x3-1/4" TAPCONS TO CMU WOOD WALL MASONRY OOND AND (10) 10d NAILS TO (2)2x12 STANDARD (3) 2X12 IF FRAME WALLABEYLL SYP#2 HEADER SYP #2 STRINGERS W/ B SIMPSON A34 / A35 CLIP 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 SCHEDULE RST N END T ATTACHING TO MASONRY MIN. 2x8 SYP#2 JOISTS WALL) CONT. LEDGER w/ (3) 16d LANDING FOR STRINGERS @ LANDING @ 16"O.C. NAILS @ 16" O.C. MAX. TO EACH CONNECT TO. BEAM TO BEAARR W/ SIMPSON A35 OR STUD. ((2) 1/4"x3-1/4" TAPCONS DIRECTLY ON BUILT UP COLUMNS BELOW OR LUS26 HANGER ON @ 16" O.C. MAX. FOR MASONRY ALTERNATE HANGER @ EACH SIDE WALL) 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. NOT USED RIGHT OF THIS DETAIL (3) 16d TOENAILS Ilk SEE ARCH PLAN I I 2x4 CONT, TOP PLATE 2x6 VERTICAL @ 6-0" @ MAX 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO OC MIN AND @ ANY A -A PLAN VIEWa@ 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 2x4 #2 SPF STUDS 24"OC BEAMMOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS AT LANDING BEAM (#2 SYP) JOISTS (#2 SYP) MAX WIDTH OF LANDING 12'-0" OR LESS (2) 2x12 2x8 9'-0" :I STUDS W/ (2) 16d TOE OPENING W/IN X X NAILS HANDRAIL NOTCH SILL PLATE 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ KNEEWALL FOR VERTICAL 10d NAILS @ 4" O.C. 24" O.C. W/ (2) 12d (NOTCHED @ 2x6 TOENAILS BOTTOM VERTICAL LOCATIONS). 2x L -BRACE W/ 12d NAILS @ 4" O.C. 2x8 P.T. SPF #2 (MIN.) LET -IN MORE INFO SPACED/CENTERED IN FASTEN TO SLAB USING MIN. (3) 2x4 SYP #2 TRUSS SEE PLAN GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, MIN. (6) 1/4"x3-1/4" EVENLY COLUMN 2x JOIST PER TRUSS TO OUTSIDE SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF SPACED TAPCONS @ MIN. SCHEDULE FACE OF TRUSS AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND END DISTANCE OF 1-1/2" 2x P.T. BOTTOM PLATE TABLE R301.5 (FBC 6TH EDITION) HEIGHT OF LANDING SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR PER FLOOR PLAN N.T.S. ST01 GENERAL LANDING & rST_6*3 SECTION @ HANDRAIL W/ STAIR FRAMING INFO SCALE: 3/4"='`°" FLOOR TRUSSES SCALE:3/4"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. J 4 z UJ 0 U) w ct 0 N z O I_ 0 w s c(000 ``�l1t11lllll�r v yz0®s•° °°•° V2 : w z 44rn " :, u. �- : y " _3 Z q_ 0 :LU O it*Q = CJ N w LL O U) O LU O � 0 CL X LU z O J J Q x F- W Z 0 a 2 1.- 0 CL U 0 a U ri W w W CL U W U. O z O W O U ° a A d Ui Z A� 8 0 U • Z v� Ill— U) z a m W J a c U_ z = Q wvW O (D w z C M .- J w Q Z<QO_jU_(D N F_ z JO¢p>p U F- W W U) U) p<C`"� J Z¢O�2w p w0 2 Z w z E z OZPWRO < Q w< a LL o Wz Cl) W o Q U) 0 z 0 w N U) qt O N CL C� zU 0 Fn o ; W oUffi z OLU w C 4 W Ill w = = W z It V a Z Q a_ U 0W= o W D �/OZ z°�a a. CL C4 F w BLDG DESIGN: --- 0 STRUCTURALENG. BED W DRAFTING. -DESIGN: --- I=--STRUCT: JW QC CHECK: CC U) JOB No. PSQ-0205140 Q SCALE: AS INDICATED P z W0 DATE: 05/18/18 w ST1 F - BOTTOM CHORD TO LANDING "---- NOTCH SILL AND PLYWOOD FLOORING NOTE: TO ALLOW VERTICAL FLOOR SYSTEM PER SEE ARCHS. FOR MAX. 1, STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINIMUM 2x6 VERTICAL AND TO SLIDE DOWN TO FRAMING PLAN TYP. RISE OF STEPS AND CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDITION OF THE FBC. L -BRACE @ 6'-0" O.C. & FACE OF TRUSS MIN. TREAD DEPTH 2. (2)2x12 SYP#2 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR @ ANY OPENING SECTION X -X STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. 2X4 CONT. TOP PLATE NAIL (2)PLY BEAM TOGETHER USING (3)12d NAILS AT 8" O.C. (ATTACH TOP PLATE 3. CONTACT EOR FOR CONDITIONS NOT COVERED THIS DETAIL PRIOR TO ATTACH 2x6 VERTICAL TO STUDS W/ (2) 16d PENDING LANDING CONSTRUCTION. DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ (3) %4' x 3" 3 1/2" TOE NAILS HEIGHT AND PLAN SDS WOOD SCREWS LAYOUT. HEADER N.T.S. EQUALLY WITHIN SUPPORT SPACED/CENTERED IN 2x4 #2 SPF STUDS @ WALL COULD BE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER REQUIRED. SEE PLAN ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE 2x12 STRINGERS ONE FOR REQUIRED STUDS W/{2) 16d TOE 32' ATTACHED TO TRUSS ON EACH SIDE AND HEADER AND NAILS BELOW (OTHERWISE ONE @MID -SPAN SUPPORT A SEE ARCH PLAN _ MAX. 4'-0'" ABOVE FLOOR � ATTACH W/ (2) 12d „ INFORMATION.. TOENAILS @BOTTOM) A34 @ EA. STRINGER 2x4 STUDS @ TO LANDING O.C.SPF X X 24" . W/ (2) 12d ( NOTCH FLOOR � 2x4 SILL PLATE W/ (2) 2x JOIST (P.T. IF TOENAILS BOTTOM SHEATHING TO 16d TOE NAIL EA. 2x ATTACHED TO ATTACHING TO MASONRY ACCOMMODATE 2x I CONT. BRACE & 10d STRINGER (2) 2x12 SYP#2 BEAM WALL) CONT LEDGER w/ 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO I I I I I I I PER SCHEDULE @ END (3) 16d NAILS @ 16" O.C. NOTCH SILL AND 10d NAILS 4 O.C. _____ @ " FLOOR SHEATHING OF LANDING FOR MAX. TO EACH STUD. ((2) PLYWOOD FLOORING (NOTCHED @ 2x6 - 2x12 STRINGERS ONE I l I I STRINGERS TO 1/4" x3-1/4" TAPCONS @ TO ALLOW VERTICAL VERTICAL LOCATIONS). ATTACH 2x4 TO TRUSS ON EACH SIDE AND I I I I CONNECT T0. BEAM 16'" O.C. MAX. FOR TO SLIDE DOWN TO W/ (2) %4'x3'" SDS ONE @ MID -SPAN I I I I TO BEAR DIRECTLY ON MASONRY WALL) FACE OF TRUSS I SCREWS EQUALLY I I I I BUILT UP COLUMN -_-_-_ SPACED &CENTERED A35 CONNECTION I I I III BELOW. ATTACH 2x6 VERTICAL :__ 2x6 VERTICAL AND IN TRUSS TO TRUSS W/ (3) %4" x 3" L -BRACE @ 6'-0" O.C. & WOOD OR MASONRY SDS WOOD SCREWS @ ANY OPENING WALL SEE PLAN FOR EQUALLY 2x8 P.T. SPF #2 (MIN.) LET -IN MORE INFO SPACED/CENTERED IN FASTEN TO SLAB USING MIN. (3) 2x4 SYP #2 TRUSS SEE PLAN GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, MIN. (6) 1/4"x3-1/4" EVENLY COLUMN 2x JOIST PER TRUSS TO OUTSIDE SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF SPACED TAPCONS @ MIN. SCHEDULE FACE OF TRUSS AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND END DISTANCE OF 1-1/2" 2x P.T. BOTTOM PLATE TABLE R301.5 (FBC 6TH EDITION) HEIGHT OF LANDING SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR PER FLOOR PLAN N.T.S. ST01 GENERAL LANDING & rST_6*3 SECTION @ HANDRAIL W/ STAIR FRAMING INFO SCALE: 3/4"='`°" FLOOR TRUSSES SCALE:3/4"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. J 4 z UJ 0 U) w ct 0 N z O I_ 0 w s c(000 ``�l1t11lllll�r v yz0®s•° °°•° V2 : w z 44rn " :, u. �- : y " _3 Z q_ 0 :LU O it*Q = CJ N w LL O U) O LU O � 0 CL X LU z O J J Q x F- W Z 0 a 2 1.- 0 CL U 0 a U ri W w W CL U W U. O z O W O U ° a A d Ui Z A� 8 0 U • Z v� Ill— U) z a m W J a c U_ z = Q wvW O (D w z C M .- J w Q Z<QO_jU_(D N F_ z JO¢p>p U F- W W U) U) p<C`"� J Z¢O�2w p w0 2 Z w z E z OZPWRO < Q w< a LL o Wz Cl) W o Q U) 0 z 0 w N U) qt O N CL C� zU 0 Fn o ; W oUffi z OLU w C 4 W Ill w = = W z It V a Z Q a_ U 0W= o W D �/OZ z°�a a. CL C4 F w BLDG DESIGN: --- 0 STRUCTURALENG. BED W DRAFTING. -DESIGN: --- I=--STRUCT: JW QC CHECK: CC U) JOB No. PSQ-0205140 Q SCALE: AS INDICATED P z W0 DATE: 05/18/18 w ST1 F -