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3896 Saltmarsh Lp 18-1868 (a)2392 REVISION SCHEDULE:BARCELONA till III/, 4® Luca 'TIVE ERIES % COLLEC 5 S' C.'j c PAD SIZE 30'x 65 111 SHEET INDEX: 00 COVER SHEET 01 SLAB PLAN l'A�B,C�� cn 02 FIRST FLOOR PLAN "A,B,C" 03 SECOND FLOOR PLAN 04.A EXT. ELEVATION A, FRONT.& REAR 05,A EXT. ELEVATION A, LEFT & RIGHT 06 STAIR SECTION 07 FIRST FLOOR ELECTRICAL PLAN 08 SECOND FLOOR ELECTRICAL PLAN FT w m O D1 TYPICAL DETAILS 0 0 0 w 0 CLu w m z to0Lj- 0 z w a g w Pa" o Q cn d w 0 c z a "CO.R'l) COPY w cn LJ zLn c - w 0 z d to d w D REVIEWED FOR CODE COMPLIANCE vi PL.AN6 EXAMINER °- DATE z PoFCBFC7�I_[�IMICzC1l��d�l4�f� c� Ln A PERMIT ISSUED SHALL BE CONSTRUED TO BEA � LICENSE TO PROCEED WITH THE WORK AND NOT AS wo AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET O ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THFREAFfER z REQUIRING A CORRECTION OF ERRORS IN PLANS; O CONSTRUCTION OR VIOLATIONS OF THIS CODE 0 0 COMPACTION TEST REQUIRED Results to be reroeu � r at slab /nspevtio n m w w wiLD�/�G w 0 SANFORD w w QFc'A R t M��~ o c Y #1s-1868 CL Z d 0 z n 0 C) 00O N0; DATE: DESCRIPTION: BY: 1 01/23/17 BEDROOM 5 OPTION J.L. 2 03/13/17 DROP CLG. HT. AT ENTRY T010'-8" &ADD RAISED HEEL TO TRUSSES J.L. 3 10/18/17 REVISED MODEL PER WYNDHAM PRESERVE FRAME WALK C.C. 4 01/05/18 UPDATED MODEL TO 2017 FBC C.C. � eta®®° O O ~ O M � co � � tG cCS�NO 0 � g as a �W w �o a w d x a a N N a � � N M i m M 011 �, w � M � J c� z m 0 � Q O Q Q ad. Q' � o � �C � � OC 0''10 N N M 11') h O � rti o � � � LL O z cn C:) � C W ¢ w Ln © a M w '� � I Mlilri I► w d O z w O d � ISSUE DATE 4/02/2018 REVISIONS PROJECT: 1$-0234 SCALE:T AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS COVER PAGE 2392 REVISION SCHEDULE:BARCELONA till III/, 4® Luca 'TIVE ERIES % COLLEC 5 S' C.'j c PAD SIZE 30'x 65 111 SHEET INDEX: 00 COVER SHEET 01 SLAB PLAN l'A�B,C�� cn 02 FIRST FLOOR PLAN "A,B,C" 03 SECOND FLOOR PLAN 04.A EXT. ELEVATION A, FRONT.& REAR 05,A EXT. ELEVATION A, LEFT & RIGHT 06 STAIR SECTION 07 FIRST FLOOR ELECTRICAL PLAN 08 SECOND FLOOR ELECTRICAL PLAN FT w m O D1 TYPICAL DETAILS 0 0 0 w 0 CLu w m z to0Lj- 0 z w a g w Pa" o Q cn d w 0 c z a "CO.R'l) COPY w cn LJ zLn c - w 0 z d to d w D REVIEWED FOR CODE COMPLIANCE vi PL.AN6 EXAMINER °- DATE z PoFCBFC7�I_[�IMICzC1l��d�l4�f� c� Ln A PERMIT ISSUED SHALL BE CONSTRUED TO BEA � LICENSE TO PROCEED WITH THE WORK AND NOT AS wo AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET O ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THFREAFfER z REQUIRING A CORRECTION OF ERRORS IN PLANS; O CONSTRUCTION OR VIOLATIONS OF THIS CODE 0 0 COMPACTION TEST REQUIRED Results to be reroeu � r at slab /nspevtio n m w w wiLD�/�G w 0 SANFORD w w QFc'A R t M��~ o c Y #1s-1868 CL Z d 0 z n 0 C) 00O N0; DATE: DESCRIPTION: BY: 1 01/23/17 BEDROOM 5 OPTION J.L. 2 03/13/17 DROP CLG. HT. AT ENTRY T010'-8" &ADD RAISED HEEL TO TRUSSES J.L. 3 10/18/17 REVISED MODEL PER WYNDHAM PRESERVE FRAME WALK C.C. 4 01/05/18 UPDATED MODEL TO 2017 FBC C.C. 4 0 r 30'-0" 14'-0" W . q' Qcn Q; T 0 _.____- a® io COMP. N Lt'K ®•�� -s J r U. r 30'-0" 14'-0" W . •®�//1 j�� r®� s• //(JJ� i 00 Qcn Q; T .AIC _.____- a® io COMP. Lt'K ®•�� -s J U. I 1 O O O M 0 # U I \\ II co cm Cn T h, I \ \ >(o Lu \ \ 4" PVC PIPE FOR II \ \ A/C CHASE ,cu o 0 O E o T � co Q 0,. u- I \\ I \\ -4 11 W �z -cs z E° t � 0 41 0 8'-0" S.G.D.. \ _. - - - -- - --- -- -- --- - --- -71. Q n Y 4 1 Z \ \ 3' 10" ---------__._ .- _� _ _� _ _-__... II \ N c: a O i M rq sV... V) 40- i M m M 0 V, X M � J 00ui z O L O z D O a p _ N ? L 4 O cr Ln \ \ i C�e 00 N U N zc C M LA (OPT) \ \ h a .� REF. \\ ,0 0- m w Lij v � o iZ w a a { — - ------------- \� ----- -- E� - REVISIONS I 8'-4" \ \ I �— 21'-8" I w - r-- - PROJECT: 18-0234 z SCALE AS NOTED z DRAWN BY: JML & JFT DESIGNED BY MJS I ELEV. 0'-0" A.F.F. \� 01 II \\ II \\ I \\ I I T \\ CHASE UP TO 2ND. \ \ FLR. A/C I � ui I � 30 DR. LI TUB/ sl + cn 0 �? ROWER (WA.C _ o 2'-10„ 3,-0„ 2'-2" Jl LAV.._ -- _ --- 1--= 28 DR. N c-- ab 10,.5„ 2,.91 4'-0" 2'-10„ 1, „ Cn s- 41.01121-8" 15'.411 6" Lu O` 16'-0" GAR. DR. 2'-0„ 41-8" 104" 3'-0" 16'-0„ 31-00 8'-0" 22'-0" 30'-0" Slab Plan"A,BC" � (Standard) SCALE: 1/8" = 1=0" (11x17)1/4" = T-0" (22x34) 4 o GENERAL NOTES KEY: 1, CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB SITE. 2. DO NOT SCALE PRINTS. CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION, 3. WATER HEATER T & P RELIEF VALVE SHALL BE FULL SIZE TO EXTERIOR WATER HEATED AT OR ABOVE FLOOR LEVEL SHALL BE IN A PAN WITH DRAIN TO EXTERIOR. WATER HEATER SHALL HAVE AN APPROVED THERMAL EXPANSION DEVICE. 4. PAVERS MAY BE USED ILO CONCRETE SLAB AT PATIO, PORCH, DRIVE AND WALKWAY. 5, IN LOU OF TREATING THE SOIL AN ALTERNATIVE TO TERMITE TREATED SOIL CAN BE TERMICIDE. 6. BORA-CARE TO BE APPLIED ON INTERIOR WALLS IAW MANUFACTURERS INSTRUCTIONS AND SPECIFICATIONS. PURSUANT TO CH.482 OF E FLORIDA BUILDING CODE. r® DOOR NOTE KE :T: DOOR SIZE CALLOUT: 20 = 2'-0" 40 B.F. = 4'-0" BIFOLD ✓''® -y ®%" 24 = 2'-4" 50 B.F. = 5'-0 BIFOLD 26 = 2'-6" 60 B.F. = 6'-0 BIFOLD 28 = 2'-8" ®/ 30 = 3'-0" * ALL INT. DOORS TO BE 6'-8" TALL U.N.O.OR PER BUILDER/CLIENT z W Q z Ld W 0 z Q cn w w 2 c/i z Q a.. w N w Z N W O a z a vi Q w vS J Q_ w w W O v z O M a co w cr- LLJ va W . •®�//1 j�� r®� s• //(JJ� i 00 Qcn Q; T 00 a® io W 4 o GENERAL NOTES KEY: 1, CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB SITE. 2. DO NOT SCALE PRINTS. CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION, 3. WATER HEATER T & P RELIEF VALVE SHALL BE FULL SIZE TO EXTERIOR WATER HEATED AT OR ABOVE FLOOR LEVEL SHALL BE IN A PAN WITH DRAIN TO EXTERIOR. WATER HEATER SHALL HAVE AN APPROVED THERMAL EXPANSION DEVICE. 4. PAVERS MAY BE USED ILO CONCRETE SLAB AT PATIO, PORCH, DRIVE AND WALKWAY. 5, IN LOU OF TREATING THE SOIL AN ALTERNATIVE TO TERMITE TREATED SOIL CAN BE TERMICIDE. 6. BORA-CARE TO BE APPLIED ON INTERIOR WALLS IAW MANUFACTURERS INSTRUCTIONS AND SPECIFICATIONS. PURSUANT TO CH.482 OF E FLORIDA BUILDING CODE. r® DOOR NOTE KE :T: DOOR SIZE CALLOUT: 20 = 2'-0" 40 B.F. = 4'-0" BIFOLD ✓''® -y ®%" 24 = 2'-4" 50 B.F. = 5'-0 BIFOLD 26 = 2'-6" 60 B.F. = 6'-0 BIFOLD 28 = 2'-8" ®/ 30 = 3'-0" * ALL INT. DOORS TO BE 6'-8" TALL U.N.O.OR PER BUILDER/CLIENT z W Q z Ld W 0 z Q cn w w 2 c/i z Q a.. w N w Z N W O a z a vi Q w vS J Q_ w w W O v z O M a co w cr- LLJ va W . •®�//1 j�� r®� s• //(JJ� i 00 Qcn Q; T 00 a® cm o ® z W Lt'K ®•�� -s J U. I 1 O O O M 0 # U j C/A LL C co cm Cn T h, >(o � Cn N co O .;Cis �..� r` -C/) .E ,cu o 0 O E T � co Q 0,. u- m � W �z -cs z E° t � 0 41 0 u v Q n Y 4 1 Z 1 c N c: a O i 0 E M rq sV... V) 40- i M m M 0 V, X M � J z z Q O z D O a p _ N ? L 4 O cr Ln M i C�e 00 N U N zc C M LA Q O Ln f6 CD h a .� Q0 w Ln O ,0 0- m w Lij v � o iZ w a a ISSUE DATE 04/02/2018 W REVISIONS w - r-- - PROJECT: 18-0234 z SCALE AS NOTED z DRAWN BY: JML & JFT DESIGNED BY MJS SLAB PLAN 01 c ,r VENT TO EXT. Kitchen 1•rr 9'-4" CLG. 10'-0" aiq 6-0 - -- - - _ 31-011 `v�d COUNTERTOPS Q (OPT) 3 '-HT; w/CAB. ABV._._ - REF. q 5SH N 1/2" GYPSUM --- ------ ---- BOARDS APPLIED TO Uj CO I I STORAGE I THE UNDER g � STAIR M w wSLpP�D CLG. SURFACE AND c -- L_. _L_ _L _L J_ __1 _I - SIDES -- 77-- ----- Bedroom 2 _.......... _ P--. ` 0 CO) OPEN TO � . 9'-4" CLC. 9'-4" CLG. � � � � ABOVE � 411 _ - - _ 3' 10" _ 3'-10" T-0" 4'-4" 2`-811 31-01, 1'-1011 41,611 - Li CV 4 _ `rLINE OF 2ND. 811zo Q �J[7 N FLR. ABOVE r'in to 9'-4" CLG. C? (46 ca co WAX* 9'-4" CLG 9'-4" CLG. ." ri Ladr R&S M ° 9'-4" CLG. r __L.I T.B. 81.011 uo� 9'-6" = wI 116" 8 81,01, 21,811 vi _.._3080,DR. - -o SII B.2 TUB/ --------- - = a. 17 9'-4" CLG. HOWE w u0.. F- � Ln w y (. _ (� I - __..:_ __1-11-1-- .. T.P. ��) NL cv L.............__L LAV M.T. L- 2'.10" 2'-10" 31 -011 2'-2" -4" VANITY w/ - MIRROR ABV. (W. H). 9'-4" CLG F.F.F. ? FULL HT. _ 4 _.�__._....:._ 80.00 0 $n __. _...._ 18'-0" WALL 20-411 --- LU o cz O rig- �-- ---� 4 L LINE OF FLOOR ABV. CP- cm —22"-X '22"-X 48" LU ATTIC - 5/8" TYPE X DRYWALL e- L_ -- ACCESS __ J ON CEILING (TYP) q 2 Car Caraize 9'4" CLG F.F.F. II I I I I H.B. 16'-0" x 7'-0" GAR. DR. o0 21.0n 41„81, .11-41"" 31.011 161-01r 31 -Orr 8'-019 301.0,1 First Floor Plan "A,B,C (Standard) SCALE: 1/8" = TV (11x17) 1/4" = T -O" (2204) 10. REFER TO EXTERIOR ELEVATIONS & TYP. DETAIL SHEETS FOR EXTERIOR WALL FINISH SPECS. 11. REFER TO DETAIL SHEETS FOR FLASHING REQUIREMENTS AT ALL WOOD TO MASONRY INTERFACES. 12. ALL INTERIOR FRAME WALL DIMENSIONS TO BE 3 2" U.N.O. GENERAL NOTES KEY: Cn 0 THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR LLJ o EXCEED REQUIREMENTS OF THE (2017) FLORIDA oLLJ 00� BUILDING CODE (6TH EDITION) :2Q ABBREVIATIONS: o Cn • 2- # OF DOORS. o • 2- # OF WINDOWS. • MT - METAL THRESHOLD a • FR - FRENCH DOORS m 0 • SL - SIDE LIGHT o • FG - FIXED GLASS Z • TR -TRANSOM o • GB - GLASS BLOCK • PKT - POCKET DOOR w • OBS - OBSCURED GLASS < m • TEMP - TEMPERED GLASS z • SH - SINGLE HUNG z • DH - DOUBLE HUNG w - 0 • HR - HORIZONTAL ROLLER © C„ • BP -BYPASS a w • BF - BIFOLD V) • TYP. - TYPICAL o w NOTE: w z� SPECIALTY WINDOWS/DOORS, FIXED GLASS, N%% _j z WINDOWS, AND TRANSOMS ARE NOTED ON r®®� ' °°•® PLANS. , ��.� 1= O NOTES: .4' z N 1. CONTRACTOR TO VERIFY ALL DIMENSION] (5P of ch V) JOB SITE. W . U d 2. DO NOT SCALE PRINTS! CONSTRUCTION T'Q ®•, 00 ° FROM CALCULATED DIMENSIONS ONLY. MN ,, DISCREPANCIES OR ERRORS TO BE REPORTI�@j PROMPTLY TO SUPERVISOR FOR CLARIFICATION®®/ Q >- BUILDER /CLIENT /r" 3. MECHANICAL EQUIP. LOCATIONS WILL BE � a DOOR NOTE KEY: DETERMINED BY COMMUNITY AND COUNTY CODES. wQ 4. A/C CONDENSER UNIT TO BE ANCHORED TO SLAB o PER CODE M307.2 & M1309.3. 20 = 2'-0" 40 B.F. = 4'-0" BIFOLD z " 5. PROVIDE RECESS H&C WATER w/ DRAIN @ 24 = 2'-4" 50 B.F. = 5'-0" BIFOLD o WASHER SPACE. 26 = 2'-6" 60 B.F. = 6'-0" BIFOLD 0 6. VENT DRYER THRU EXTERIOR WALL U.N.O. 28 = 2'-8" a 7. PROVIDE COLD WATER LINE FOR ICE MAKER LINE ® REF. SPACE, 30 = 3'-0" a 8. SAG RESISTANT DRYWALL ON ALL CEILINGS, m 9. PULL ALL DIMENSIONS FROM THE REAR OF PLAN, 10. REFER TO EXTERIOR ELEVATIONS & TYP. DETAIL SHEETS FOR EXTERIOR WALL FINISH SPECS. 11. REFER TO DETAIL SHEETS FOR FLASHING REQUIREMENTS AT ALL WOOD TO MASONRY INTERFACES. 12. ALL INTERIOR FRAME WALL DIMENSIONS TO BE 3 2" U.N.O. garage: 455 sf 2 orrr®®® U 00 LU 0 ¢ O • c L� Z ° Cr La Q � L m O Y- d' O r" E O O � U N U_ C C.0m W Ui t", — a5 �CD �� Q 0-0) N E Co CO N O O +� CU -C N 00 '' .E 0 E 'd` � LO cz �C 00IL C t m w z � z m a E t w O ' w � a CL fu 8 ai C: 0- _j N V i © E M N-0 u 1 L C) fo M m M 00 in 4* M 0 9 C7 N O .1 ) 0 M N Ln O n c O .N Q.> - 'j 2 i ¢ w`Vn 0 a i i ISSUE DATE 04/02/2018 REVISIONS PROJECT: __ 18-0234 SCALE: AS NOTED „ DRAWN BY:JML & JFT DESIGNED BY;_M S' FLOOR PLAN -02 Total Area: 3,084 sf 0 13. ALL EXTERIOR BLOCK WALL DIMENSIONS TO BE 7 Cn 0 21" U.N.O. LLJ o oLLJ 00� 14. ALL INT. FIRST FLOOR CEILINGS AT 9'-4" U.N,O. :2Q •• ALL INT. SECOND FLOOR CEILINGS AT 9'-0" U.N.O. o Cn o 15. C.M.U. & FRAME WALL SYSTEM SEGMENTS WHICH HAVE AN UNINTERRUPTED LENGTH OF 12'-0" OR a MORE SHALL BE CONSIDERED SHEAR WALL SWS = m 0 SHEAR WALL SEGMENTS. o Z o 16. OPENING BETWEEN GARAGE AND RESIDENCE SHALL BE EQUIPPED w/ A 20 MIN. FIRE RATED w SOLID WOOD OR HONEYCOMB CORE STEEL DOOR < m NOT LESS THAN 1 3/8" THICKNESS AS PER z FBC-8302.5.1. z w - 0 17. INSTALL 5/8" TYPE X DRYWALL ON GARAGE © C„ CEILING BENEATH HABITABLE ROOMS (TYP.) a w V) 18, GARAGE DOOR TO BE CERTIFIED BY MFR. FOR 140 o w M.P.H. w z� 19. ALL TUB & SHOWER UNITS WILL HAVE _j z ANTI -SCALDING DEVICES INSTALLED. m� 20. ALL OPERABLE WINDOWS LOCATED MORE THAN 1= O 72" ABV, SURFACE BELOW SHALL HAVE THE z N LOWEST PORTION OF WINDOW CLEAR OPENING A ch V) MIN. OF 24" ABOVE FINISHED FLOOR BEING d SERVER PER (FBC-R312.2). 00 21. ALL INT. DOORS TO BE 6'-8" TALL U.N.O, OR PER Q >- BUILDER /CLIENT o � a DOOR NOTE KEY: wQ DOOR SIZE CALLOUT: o 20 = 2'-0" 40 B.F. = 4'-0" BIFOLD z " 24 = 2'-4" 50 B.F. = 5'-0" BIFOLD o 26 = 2'-6" 60 B.F. = 6'-0" BIFOLD 0 28 = 2'-8" a 30 = 3'-0" a m WINDOW NOTE KEY:Q 0= WINDOW SIZE CALLOUT: o m 2040 = 2'-0" x 4'-0" " Q 2050 = 2'-0" x 5'-0" M a 2060 = 2'-0" x 6'-0" C„ • ALL WINDOW CALLOUTS ARE MEASURED IN FEET & w INCHES AS PER THE EXAMPLE TABLE ABOVE. W o �Cn Area Tabulations w Living: z0 c� 1 st floor: 1,186 sf = o 2nd Floor: 1,227 sf Q Total Living: 2,413 sf ly-Q entry: 99 sfCL covered lanai: 117 sf 0 z garage: 455 sf 2 orrr®®® U 00 LU 0 ¢ O • c L� Z ° Cr La Q � L m O Y- d' O r" E O O � U N U_ C C.0m W Ui t", — a5 �CD �� Q 0-0) N E Co CO N O O +� CU -C N 00 '' .E 0 E 'd` � LO cz �C 00IL C t m w z � z m a E t w O ' w � a CL fu 8 ai C: 0- _j N V i © E M N-0 u 1 L C) fo M m M 00 in 4* M 0 9 C7 N O .1 ) 0 M N Ln O n c O .N Q.> - 'j 2 i ¢ w`Vn 0 a i i ISSUE DATE 04/02/2018 REVISIONS PROJECT: __ 18-0234 SCALE: AS NOTED „ DRAWN BY:JML & JFT DESIGNED BY;_M S' FLOOR PLAN -02 Total Area: 3,084 sf 0 'io o®oo 0 �•s "� N Q Z Oo O ®� •, V J ®' 4C co _J O O © 0 � U N .I V' uj CO co > -= , 0) N � � C Q a)^ N C N © - ,,, d'E' 0 E coLo CZ - 0LL C � W Z as a E d w oz . rn w U Ct N N � o a 0 N Cr 0 E �, M CU N — C) i _ � � O M N CN M 00 � M O J O O N � N cr O U) M 0 N a C Zi fV Ln O � � 4-1 C) �. Q w Ln O a i ISSUE DATE 04/Q2/2018 REVISIONS PROJECT: 18-0234 SCALE: AS NOTED_ DRAWN BY: JML & JFT DESIGNED BY: MJS FLOOR PLAN �rrrrrrrn Li [: ce) LL :;n - 0 -"J ci d osZ� Z ' ®« 0 Z �m tj d 006.000 ®�„°" 2:" u- P c► rrnir'er�®® C) T d' O O O � U rr�LL ^ Vl T �N cm co U) c\J O N C�p•N, O E d©' t LoCZ = CZ 00 Q 0 -LL m w z z �g E 0 Ez o0 W u o cu N a CL o O V E J N M 4a N au - 1 i CD O M m M 00 M 0 0 0 N � N O '- OC 00 cV d V f'V LM O Ln � p O c: C O O .� p- >'C3 �> p aj R3 L w Ln 0 5- I ISSUE DATE 04/02/2018 REVISIONS PROJECT: f T m 18-0234 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS ELEVATIONS "A" 04.A rrrrrrrur®>'r tai 00 *&**soy as 00 ce) vr o 10 6 z w 0 0 z Z" lk-j M LL 0 C6 u -C.0 CD co f;o CD >• <cz CL cr) c\J E U) CM (o 0 (o A) C o c) 0 E 1.0 cz 00 < U- cz W z 0 -c w E 0 0z N cu fu CL c: o 9 0 E M (3) -2 u- 40 M - 00 V) 4* CD C) 00r4 N O M U- CO O 0 > a O 0 U3 Ln 0 CE ISSUE DATE 04/02/2018 REVISIONS PROJECT: 18-0234 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS ELEVATIONS "A" — --------- 05.A NOTES: 1. STAIRWAY CONSTRUCTION TO CONFORM TO FBCR 2017, 6TH EDITION SECTION R311.7 2. MAX HT. OF RISER TO BE 7 3/4. 3. MIN. WIDTH OF TREAD TO BE 9" (EXCLUSIVE OF NOSING. 4. ALL TREADS LESS THAN 10" IN WIDTH SHALL HAVE APPROX. 1" OF NOSING. 5. 3/16" MAX VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER. 6. 3/8" MAX VARIATION IN ANY RISE/TREAD. 7. HAND RAIL CIRCULAR CROSS SECTION DIA. TO BE 1 1/4 - 2" OR TO PROVIDE EQUIVALENT GRASPABILITY. 8. UNDER MIN. 6 WIDE @NARROW END. 9. 34'-38" HANDRAIL HT. 10. HEADROOM CLEARANCE MIN 6'-811. --- 2x4 P.T. IN BETWEEN STRINGERS - ATTACH TO SLAB w/ 12d CUT NAILS @ 6" O.C. AND (2)12d EACH END OF 2x4TOE NAILED TO STRINGER. s1 TYP. STADR CONNECT. 06 SCALE: 3/4" = T-0" (1107) 1 1/2" = T-0" (22"041 10" 1x8 SKIRT 2x12 TREADS z_. CUT TO FIT I 1,. — 112" PL D. BLOCKING \ - 2 xA2 STRINGERS DATA: TOTAL RISE: 10-8 3/4" (18 RISERS @ 7.15 "EA.) TOTAL RUN: 17 (17 TREADS @ 10" EA.) S2 TF" < F\ F\ DETA�L �6SCALE: 3/4" = T-0" (11x17) 1 1/2" = T-0" (2204) 3/4" PLYWD: SUB -FLOOR 2x JOISTS 16" O.C. MAX _ 2x LEDGER ATTACHED TO STUDS w/ (2)12d NAILS @ EACH STUD--- "-- j HUS26 JOISTS TO LEDGER - - - 2x'S @ 16" O.C. MAX. ADD 2x VERTICALS @ 16" O.C. AS �- REQUIRED BY MUNICIPALITY TO BE PLACED DIRECTLY UNDER LEDGER rs-4- LANLED'dNG CONNECT. DETA�L 06 SCALE: 3/4" = 1'•0" (11x17) 1 1/2" = TV (22x34) PLATFORM FRAMING PRE-ENGINEERED FLOOR TRUSSES @ 24" O.C. (SEE TRUSS LAYOUT) i S3 ALF WALL DETAQL 0q SCALE: 3/4" = TV (11x17) 1 1/2" = T-0 (2204) 3/4 PLYWD. SUB -FLOOR----\ PRE-ENGINEERED 9'-0" BRG. HT. @ SECOND FLOOR T-8" HDR. HT. @ SECOND FLOOR 10-8 3/4" FIN. FLR. HT. @ SECOND FLOOR 9'-4" BRG. HT. 8'-0" HDR. HT. 0'-0" FIN. FLR. 12 6� LHIVUIIVh III uw IV Stair Section SCALE: 3/8" = T -O" (1107) 3/4" = T-0" (2204) FLOOR TRUSSES 24" Q.C. 2 x 4 LEDGER IN BETWEEN STRINGERS ATTACH TO - FLOOR TRUSS w/ 12d NAILS @ 6" O.C. @ (2)12d @ EACH END OF LEDGER TOE -NAILED TO STRINGER. rs& STAB R CON N ECT FLR. USS_ 06 SCALE: 3/4" = 1'-0" 01x17) 1 1/2" = T-0" (22x34) STRINGER TO FLOOR TRUSS Lj co co Cc: ca ® c; ® •° ° -' III lilt d- O r" E: O co O U N J to LL co U) '— ['�, . crjU�( o .'D coo o E N 0 E .... " M `o � x M ti o <t d � 1`� N a) Z _0 .0 a 0 o� u 4 0 w N � _ M o w Q �o M a cn © y� W LIQ CO O per. U �o N m� it 0 �LJ 0 0 ,--i c: � � V • 0 E Pl � a- - N .m _U- LU uO — W ISSUE DATE 04/02/2018 Qw M C V) MMVn REVISIONS Qw — — -w _ Lj— -- ¢z � a. z z U) Y a wm O z Zco DESIGNED BY: MJS Stair Details w a: O 0 U SECTIONS Tr._ V) SCALE: 3/4" = TV (11x17) 1 1/2" = T-0" (2204) Q a� �, o LLJ 4 cr Un V)0 M zo _j cl� he a-- � s - L_ a u pp N N wy z M w O R3 n Z N O o hV) z O (A C Ai. ' O LD2 o C p m 0 Q CL owL ¢ a W 6n O d cn z �LJ Lj> ww iuj Q w� — W ISSUE DATE 04/02/2018 00 REVISIONS — — _ Lj— -- � PROJECT: 18-0234 z SCALE: AS NOTED Y a DRAWN BY JML & JFT z DESIGNED BY: MJS Stair Details U SECTIONS Tr._ SCALE: 3/4" = TV (11x17) 1 1/2" = T-0" (2204) 06 I �i I�II �, _ ___.l._ _ __ _ __ - _- - - -- - - - _, __ I � ,,... �I,„,,, . �.... , ,....,�.� . �w, ..,, , OPTIONAL OVERHEAD SERVER GENERAL NOTES KEY: SAME AS UNDERGROUND 200 AMP 1. BUILDER TO VERIFY EXACT LOCATION OF FLOOR SERVICE OUTLETS IN FIELD. 4/0 SCR AL AMP NEMA 3 2. ALL OUTLETS ARE TO BE AFCI PROTECTED. METER MAIN SEE FLOOR PLAN FOR FUSE SIZE 3. ALL 15A AND 20A 120V BRANCH CIRCUITS WILL BE DISC. AIC DISC. AFCI PROTECTED. #14 COPPER TO LIGHTS AND OUTLETS 4. ALL 15A AND 20A 120V BRANCH CIRCUITS #10 COPPER TO WATER HEATER LOCATED IN THE GARAGE AND LAUNDRY WILL BE TYP. #8 COPPER TO RANGE GFCI PROTECTED. — - ELECTRICAL #8 TO AIC AFiI UNDERGROUND PANEL 5. ALL GARAGE BAYS WILL HAVE DEDICATED GFCI SERVICE BY (20 CIRCUITS) OUTLET. F POWER CO. 6. ALL OUTLETS LOCATED IN THE KITCHEN AND BATHROOMS ARE TO BE GFCI PROTECTED. #2 -GROUND TO (2) 518" RODS (V APART) ALSO 7. DW. AND GARBAGE DISPOSAL ARE TO BE GFCI SERVICE TO BE BONDED TO FOOTING STEEL PROTECTED. NOTE: 8. EXCEPTIONS TO THE GFCI STIPULATION WILL BE - PRE -WIRE ALL ELECTRICAL WORK AND MATERIAL PROVIDED SHALL COMPLY WITH THE FLORIDA ALLOWED ONLY IF ALLOWED PER CURRENT CLG. FAN/LITE BUILDING CODE. (2017) THE ABOVE ELECTRICAL LAYOUT IS FOR BID PURPOSE ONLY. NFPA / NEC. All 9. OUTLETS LOCATED IN THE LAUNDRY ARE TO BE GFCI AND AFCI PROTECTED. 200 AMP ELECTRICAL RISER 10. OUTLETS LOCATED WITHIN 6'-0" OF A WET AREA ARE TO BE GFCI PROTECTED. _ - ------ : __..... ___._ .. _ / 11. ALL OUTLETS OVER COUNTERTOPS TO BE 42.. - --- - _.._._.._ . 211 ._---- 42 _ r...,-. ..: F E / A.F.F. (U.N.O.). ° GFI L -E S.D. T) 12. ALL SMOKE/CARBON MONOXIDE DETECTORS U.P __— ARE TO BE HARD WIRED, INTERCONNECTED AND AF AFCI PROTECTED. SLS-- 13. 8'-0" HEIGHT VANITY LIGHTS IN MASTER \ -- __ --- BATHROOM AND T-0'" IN ALL OTHER BATHROOMS. O NOTES: O N 0 -- / • THIS DIAGRAMMATIC PLAN IS INTENDED TO Co 0 SHOW LIGHTING AND CONVENIENCE OUTLETS a) J ONLY. IT IS THE ELECTRICAL CONTRACTORS = LL .� RESPONSIBILITY TO VERIFY THE REQUIREMENT r '� _� - _ _ /� AND LOCATIONS OF ALL ELECTRICAL CO V.P. EQUIPMENT, (INCLUDING KITCHEN EQUIPMENT) .� C4D 'a AND PROVIDE AND INSTALL COMPLETE Q C( 0) N E __--- (°_) 42" ELECTRICAL SERVICE AS REQUIRED PER NFPA, � U) N (p 0 GFI - - (o NEC, FBC CODES AND ALL REIGNING CD .-. MUNICIPALITY CODES, STANDARDS AND.� c:ll C) C.M.S.D. A ORDINANCES. �- Ot �- E o • LOCATION OF FIXTURES AND / OR OUTLETS ARE D ,,c� SUGGESTED LOCATIONS AND MEET MOST LOCAL � � 1 = CODE REQUIREMENTS. ADDITIONS OR 00 Q LL 4 RECESS LIGHTS ADJUSTMENTS MAY BE MADE BETWEEN THE _ E_.t__ s __..._ / \ \ I OWNER AND BUILDER IN THE FIELD. _ ._ I • ALL ELECTRICAL WORK AND APPLIANCES ARE IN Z FULL COMPLIANCE WITHN.F.P.A., N.E.C., F.B.C. - z 6TH EDITION (2017) RESIDENTIAL, AND ALL ITC _ _ PRE -WIRE A APPLICABLE LOCAL STANDARDS, CODES, AND BELOW_ ORDINANCES. CLG. FAN/LITE I c . VARIOUS SYMBOLS ON ELECTRICAL LEGEND w AF S.D. _ - E /E / MAY OR MAY NOT BE USED ON THIS PLAN. C.M.S.D. o � o E w p S D. F o . _..-- T- _ - ELECTRICAL KEY: E o -- \ AF� E � -- ---- oY E - -- cy - PRE -WIRE \\7 --\- CEILING MOUNTED LIGHT ° Cl FAN/LITEAF I _ ___.__._.-_. 0 N _. --- I\ \ o z fl. PULL CHAIN a N 0 �, PC o � N a -. N X RECESSED LIGHT a (� ch l- M o F _._._._. __� - I WALL MOUNTED LIGHT z ( -0 LL O C.M.SS S.D. ___. _ 2 N a cn WALL WASH RECESSED Ld 6 Off".. cn O V) 0 AF _.._ DUPLEX RECEPTACLE a W _ __ _ _. _ _. % _.. ---- - - - c� M M N w \6 220 V RECEPTACLE w a W M - °\> 0 = 1/2 HOT, 1/2 SWITCHED o u o J A WATER PROOF RECEPTACLE a CD Z PRE -WIRE WP z -- -- --------- CLG. FAN/LITE _.....r ... __.__ _...._.__._._._ z tin.-_.. E FLOOR RECEPTACLE N w m PRE -WIRE FOR CLG. FAN GFI GROUND FAULT INTERRUPT N _ .. -_-__ - _ T__. _ _— w V.P -'' . WALL SWITCH o _. AF-- -- ---- ----- z cv CD 3 -WAY SWITCH ¢ o DIMMER SWITCH _ . ..... _...._ _. _._ _ _._.. - a O o TELEPHONE JACK z o v1 M - _ ........ ........ .......... _.. _...__ ¢ _ ,G CABLE JACK w F '_ oo cel Ln C8 a c -a M PRE WIRE GARAGE DOOR OPENER Q fa o C o FLUORESCENT LIGHT z >r a) O'L O -© ELECTRICAL PANEL _ L �- 0 N � N N ® CHIME Q N Q w Ln 0 a DOOR BELL / GARAGE DOOR SWITCH U o {� DISCONNECT SWITCH a ~ o u �M ELECTRICAL METER :5i LLJ S.D. SMOKE DETECTOR Q C.M.S.D. CARBON MONOXIDE / SMOKE DETECTOR _ z W CEILING FAN cn w o i WALL SCONCE m i C o rl t� Floor E Ctf CaL P c1C1 CHANDELIER ISSUE DTE 04/02/2018 Se°° LL SPOT LIGHT � cy- REVISIONS 00 - - SCALE: 1/8" = T-0" (11x17) 1/4 = T-0" (22x34)--- ----. ------ FLUSH MOUNT FLUORESCENT LIGHT w w - -- --- (�( FAN / LIGHT COMBINATION - -- < PROJECT: 18-0234 N _ _ _ - >- SCALE: AS NOTED GARBAGE DISPOSAL MOTOR Y z -- ---- __..._ . _: __-__._--._._._.____-- z DRAWN BY: JML & JFT ® SPEAKER _ DESIGNED BY: MJS-- - -- 4 JUNCTION BOX o L.V. LOW VOLTAGE c� ELECTRICAL LAYOUT V.P. VAPOR PROOF --- A.F. ARC FAULT PROTECTION 08 cfi W o� W n O W �< Q o n d Y W � CD W p mO�: o `L z n o u) z cn w:2 �Ld Q� w� o� oLo QLj V)Of 0- Luw LLJ — W z[I-- _j _jz d� W W¢ �m 0 zN C-5 Of W� �o z= a� oa a� 0 W } V) W Q z� 0 0 U cn W m m W m W s cn W 0 z w Q of �Lj of Ln Y a z 0 N I n o z Q W m O 0 z W o r - a O m CONCRETE BLOCK '®r,o u -i n.cl •• �� , a .®�•® o � co HEADER OR STEEL F o�z� �' a, O LINTEL O N t� O U N _j LL � c CO •N PC EXP. STRIP PC ANCHOR Q C2 N E cz � Oj O p c: •� ^ � co O E 1 `�' E _Lo cu X co Q CL u- .� w Z 5 m o. E STRIP E w 00 N W u a N fo V O- � 0 n E � M O M N u c V4-1 O L GLS. BLK. PER PLAN M m M c Un � M O J 0 O N N m ;w+ CD Cr CD °— 00 N a -a 'r' cn IN p to p 0 c 'C3 aj O c c o c .c Q w �.n O a PC PANEL ISSUE DATE 04/02/2018 REVISIONS PROJECT: 18-0234 _....._-_ _..__.. ...._.__. SCALE: _._..._..—._- AS NOTED DRAWN BY: REINFOR. DESIGNED BY: MJS DETAILS Dl� SEALANT L_ -- PC ANCHOR STRIP -- -�' - - T EXP. BOLT 2 _ -- PER ANCHOR -- ---- MORTAR ASPHALT EMULSION CONC. BLOCKco - - _ WALw • �v EXTERIOR FINISH ��®�• r 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; T 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 EXPANSION STRIPS ARE AVAILABLE " THICK X 4" WIDE X 24" LONG. FOR PANEL ANCHOR CONSTRUCTION, L4 4 J STD. 4" WIDE STRIPS ARE EASILY CUT TO 3 WIDTH, FOR 31PREMIERE SERIES BLK., AND TO 21WIDTH, FOR 32 "THINLINE" SERIES BLOCK. INSTALLATION NOTES: 1. THROUGHOUT INSTALLATION, KEEP THE WINDOW JAMBS PLUMB AND SQUARE. KEEP HEAD AND SILL LEVEL AND SQUARE. MAKE SURE HEAD AND SILL ARE NOT CROWNED UP OR DOWN. 2. CONSTANTLY CHECK WIDTH AT MEETING RAILS (i.e. DOUBLE 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.: SHIMS AT SILL CORNERS AND SET WINDOW INTO SHIMS. CENTER THE WINDOW IN THE GLASS DETA�LS 4. PLACE 1/4" 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'—]1490521 CDX PLYWOOD OR O.B.S. MIDDLE OF THE WINDOW. FASTENER MUST BE EMBEDDED INTO SOLID WOOD A MINIMUM OF 1 ". KEEP WINDOW LOCKED UNTIL ALL SIDES ARE SECURED. PRE -FAB CAP LATH AND STUCCO 6. CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT USED. OVER CHIMNEY 7. CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. "J" METAL FLASHING 8. INSULATE AROUND PERIMETER WITH BATT TYPE INSULATION. DO NOT USE EXPANDABLE FOAM. THE USE -- HCDPL/R TYP. 45 BASE FLASHING _ OF EXPANDABLE FOAM WILL VOID WARRANTY. - 9. FOR ANY INSTALLATION FINISHED WITH BRICK OR STONE, ALLOW 1/4" GAP AT SILL BETWEEN _______ STUCCO OVER PAPER ROOF COVERING PER PLAN STRUCTURE AND WINDOW. THEN, CAULK THIS GAP. 10. CAULK GAP BETWEEN INSTALLED WINDOW EXTERIOR PERIMETER AND J -CHANNEL (OR BRICK OR OTHER 1/2 PLYWOOD EXT R. SHEATHING BACK WIRE MESH U.N.O, BA 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 2x's @ 24" O.C. W/ HUGHES MF''35 _. _ _ .___ _..------- ----------.-----_-.._ ATTACHED TO SHEATHING FLASHING SEQUENCING: _.. � - �- _ WHEN GREATER THAN 24"x24". • APPLY BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER ALL OF ROUGH OPENING. \ 2x4 BLOCKING 2x4 BLOCKING • SET WINDOW UNIT. • APPLY 2ND BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER NAILING FIN AND BLDG PAPER. TRUSS @ 24 O.C. y_ _ 0 -ADHESIVE TYPE FLASHING. APPLY SIDE STRIPS OF SELF TYPE FLASHING. 011 / • APPLY TOP PIECE OF SELF-ADHESIVE RUSS @ 24" O.C. NOTE: / --- - - ROOF COVERING PER - --_ ----_ PLAN SELF-ADHESIVE TYPE FLASHING IS A GENERIC TERM. SEE SPECIFICATIONS FOR MATERIAL TO BE USED. ( _--- - - ROOF UNDERLAYMENT IMPORTANT: 15# FELT DRAINAGE PLANE I FIRE METAL FIRE IBLOCKING NG 2x4 BLOCKING PER FBC SHEATHING ROOF SHEATHING IT IS THE RESPONSIBILITY OF THE OWNER OR BUILDER TO SELECT PRODUCTS IN COMPLIANCE WITH WOOD BASED EXTERIOR SHEATHING- OSB AROUND FLUE LINER �� 6 MIN. LAP ON METAL APPLICABLE LAWS AND BUILDING CODES. DO NOT USE MURIATIC ACID ON HOMES AFTER INSTALLING THIS z - 2x4 #2 SPF OR #3 WINDOW. THE ACID MAY DESTROY THE COIL SPRING BALANCE SYSTEM. WINDOWS WILL NOT BE UNDER - --- 7/8" NOMINAL STUCCO THICKNESS % ' 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 DRAINAGE PLANE OVERLAP CONTROL BEAD FLASHING AND MEMBRANE STRIP OVER WOOD MANTLE \ FRAME / MASONRY CONNECTION. \ \ M ,-_ MEMBRANE STRIP COVERING WOOD FRAME �. PRE -FAB FIRE BOX y / ! INTERSECTION UNDER EXPANSION JOIN EQUAL TO PROTECTO WRAP BT-20XL-9" WIDE. TO DAMPER \ /\ \ C EXTEND 2" BELOW THE CMU 18" NON-COMBUSTABLE \ > 1/2" NOMINAL CEMENTITIOUS FINISH MATERIAL FOR HEARTH--------- EARTH FOUNDATION FOUNDATION VALLEY RAFTER SCALE: 3" = V-0" 2 jWNDOW FLASHING DETA�LS 20 STUCCO BONDBREAK/FLASIFIIING PRE-FAB REO FLASHINGDETAIL SCALE. N.T.S. SCALE: N.T.S. SCALE: N.T.S. cfi W o� W n O W �< Q o n d Y W � CD W p mO�: o `L z n o u) z cn w:2 �Ld Q� w� o� oLo QLj V)Of 0- Luw LLJ — W z[I-- _j _jz d� W W¢ �m 0 zN C-5 Of W� �o z= a� oa a� 0 W } V) W Q z� 0 0 U cn W m m W m W s cn W 0 z w Q of �Lj of Ln Y a z 0 N I n o z Q W m O 0 z W o r - a O m '®r,o u -i n.cl •• �� , a .®�•® o � co W- �"e N .4�. ®+ � m F o�z� �' a, O O N t� O U N _j LL � c CO •N (D �� Q C2 N E cz � Oj O p c: •� ^ � co O E 1 `�' E _Lo cu X co Q CL u- .� w Z 5 m o. E 0 v, E w 00 N W u a N fo V O- � 0 n E � M O M N u c V4-1 O L S cn p M m M c Un � M O J 0 O N N m ;w+ CD Cr CD °— 00 N a -a 'r' cn IN p to p 0 c 'C3 aj O c c o c .c Q w �.n O a ISSUE DATE 04/02/2018 REVISIONS PROJECT: 18-0234 _....._-_ _..__.. ...._.__. SCALE: _._..._..—._- AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS DETAILS Dl� 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 2x12'5 (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 BLOCK AFFECTED 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 1 st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. STRUCTURAL STEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE 3/6" UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. DESIGN PRESSURES ENGINEERED LUMBER GNERAL NOTES WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B 1. ENGINEERED LUMBER PRODUCTS SHALL CONFORM TO THE CURRENT EDITION OF FOUNDATIONS THE ANSI/AWC NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS). SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF 2. ENGINEERED LUMBER SHALL BE EITHER STRUCTURAL COMPOSITE LUMBER AS MAX. DRY DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR) MINIMUM DEFINED NDS SECTION 8.1 (INCLUDING LVL, PSL, AND LSL LUMBER) BEARING CAPACITY 2000 PSF 3. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN TERMITE TREATMENT VALUES AS FOLLOWS: - VALUE DENOTES SUCTION COLUMNS BEAMS STUD REFER TO SECTION R318 PROTECTION AGAINST TERMITES, OF THE E = 1,700,000 Ib/int U.N.O. E = 2,000,000 Wing U.N.O. E = 1,500,000 Wine U.N.O. FLORIDA BUILDING CODE -RESIDENTIAL CURRENT EDITION, FOR FULL (+) 21.2 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 3000 Fc 11= 2100 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1 ", AND HAVE 2 TO 4% AIR ENTRAINMENT, Fc = 450 Fc = 900 Fc = 450 AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO Fv = 285 Fv = 285 Fv = 150 ASTM A-615 GRADE 60 MIN. WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 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. (+) 18.0 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING U.N.O. REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. LIVING SPACE IS ABOVE THE GARAGE. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING MEANS AND METHODS BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 30" LAP EXCLUDING BEND CONSTRUCTION MEANS &METHODS ARE THE SOLE RESPONSIBILITY OF THE AT EACH END SHALL BE PROVIDED. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. CONTRACTOR. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE ERECTED & TRUSS / FRAME MEMBERS ARE CONNECTED PROPERLY PER APPROVED CENTER TO UPPER 1/3 OF THE SLAB. FRAMING PLANS / DETAILS ALONG W/ CONNECTOR & COMPONENT MANUFACTURERS' BOLTS AND THREADED RODS SPECIFICATIONS. UNTIL SUCH TIME, TEMPORARY BRACING & SHORING OF WALLS AND 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) FRAME MEMBERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS UNDER STAIR PROTECTION FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. (12.7MM) GYPSUM BOARD. 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL MASONRY WALL CONSTRUCTION AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A PSI (fm = 1900 PSI) MINIMUM G50 ZINC COATING 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1 ". (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. PRESERVATIVE WOOD TREATER. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES FILLED WITH COARSE GROUT AND GRADE 60 STEEL. REINFORCEMENT SHALL BE OF PRESSURE TREATED WOOD SUCH THAT THEY MEET THE REQUIREMENTS OF PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. ASTM F1667 6. VERTICAL REINFORCEMENT SHALL BE IN CENTER OF THE MASONRY/ BLOCK PREFABRICATED WOOD TRUSSES WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERTICALLY. TIES TO THE 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT POSITIONERS IN MIDDLE OF WALL CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE 7. REINFORCING STEEL SHALL BE LAPPED MIN. 30" U.N.O. ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. AND STRUCTURAL PLANS FOR MORE INFO. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. TRUSS ENGINEER OF RECORD 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING 3, PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR LATEST EDITION OF ANSI TPI 1. 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO 4, BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. MANUFACTURER UNLESS NOTED ON PLANS 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY CONSOLIDATION. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. WOOD CONSTRUCTION TRUSS DESIGN LOADS: 1. WOOD CONSTRUCTION SHALL CONFORM TO THE ANSI/AWC "NATIONAL DESIGN TOP CHORD: Lr = 16 PSF SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) DL = 7 PSF (SHINGLE TYPE ROOF COVER) 2. LUMBER DENOTED AS SPF#2 OR SPF#1/#2 SHALL BE SPRUCE -PINE -FIR VISUALLY DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) GRADED "No.1/No.2" BY NLGA, OR BETTER. DL = 14 PSF (TRUSS OVERBUILD) 3. LUMBER DENOTED AS SYP#2 SHALL BE SOUTHERN YELLOW PINE OR "MIXED" BOTTOM CHORD: DL = 5 PSF SOUTHERN YELLOW PINE VISUALLY GRADED"No 2" BY SFIB, OR BETTER. MINIMUM FLOOR DESIGN LIVE LOADS: 4. OTHER LUMBER SHALL BE VISUALLY GRADED "No. 2" OR BETTER, REGARDLESS OF A) FLOORS = 40 PSF B) BALCONIES= 60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) SPECIES, U.N.O. ON FRAMING PLANS OR DETAILS. C) DECKS = 40 PSF D) STAIRS = 40 PSF 5. ALL STRUCTURAL WOOD MEMBERS INCLUDING EXTERIOR FRAME WALLS, BEARING E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. WALLS, SHEAR WALLS, AND MISC. MEMEBERS (I.E. BLOCKING OR GABLE END BRACING) MINIMUM FLOOR DESIGN DEAD LOADS: SHALL BE SPF#2 OR BETTER U.N.O.. A) FLOORS = 15 PSF B)BALCONIES = 15 PSF 6. END -JOINTED LUMBER ISNOT PERMITTED TO BE USED IN ANY LOAD BEARING GENERAL LOADING: (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. ATTIC WITHOUT STORAGE = 10 PSF 7. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD ATTIC WITH LIMITED STORAGE = 20 PSF SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF 8. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL GUARDRAILS IN -FILL COMPONENTS = 50 PSF SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA DURABLE OR PRESERVATIVE -TREATED WOOD. RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING 9, ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD 0 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 @ 10'4" 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 -B 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-63. 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 2x12'5 (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 BLOCK AFFECTED 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 1 st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. STRUCTURAL STEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE 3/6" UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. DESIGN PRESSURES ' WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 140 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY 11 BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND VALUE DENOTES PRESSURE AREASFT)+) Q - VALUE DENOTES SUCTION AREA O (+) 21.2 (+) 21.2 10 - 22.9 - 28.3 (+) 20.2 (+) 20.2 20 (- 22.0 - 26.4 (+) 19.0 (+) 19.0 50 -) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 - 19.8 - 22.0 GARAGE DOORS 9'-01" x 7'-01" 16-0" x T-0" (+)18.4 + (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 a 5 5 STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 6th EDITION (2017). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS REGION. GLAZED OPENING PROTECTION IS REQUIRED AND SHALL BE PROVIDED PER SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE - RESIDENTIAL, CURRENT EDITION, INDEX OF DRAWINGS SHEET SHEET TITLE SC STRUCTURAL NOTES Q I_ SIA FOUNDATION PLAN w 0 co S2A DOWEL PLACEMENT PLAN w cc S3 FOUNDATION DETAILS n S3.1 FOUNDATION DETAILS 0 O S4A LINTEL PLAN o F- W � °�®�t►or'rrr��®r S5A FIRST FLOOR FRAMING PLAN�y� w M S6 NOTES & CONNECTOR LEGEND ®•�, �, •®2,,a _� w o 0 ® .9 J a Z .. Fes- ® r- N = S7A ROOF FRAMING PLAN • p z ~(k G+ 0 S D 1 GENERAL DETAILS *as 00 �; : � z Fr° SD2 GENERAL DETAILS ° `' ®,rr r�p�a``° -i rl U_ w SD3 GENERAL DETAILS U_ SD4 GENERAL DETAILS z co OW SD5 TWO STORY DETAILS o a SD6 TWO STORY DETAILSCc m w w - - -- ST1 GENERAL STAIR DETAILS O J MASTER UPDATES Q NUMBER DATE DESCRIPTION INTIALS W J Z O 0 1 3/1/2017 CREATED ELEV A, B, & C DP f- z � ADDED PADS TO SIDES OF SGD OPENING AT REAR, MADE mFr 2 4/24/2017 BEDROOM #5 OPT AND LOFT STANDARD, & QC CLEAN UP DP U) w W 3 8/30/2017 ELEVATION A & C ARCHITECTURAL &TRUSS UPDATES PER WP -8 DP O 4 10/23/2017 UPDATE PER FRAME WALK REVISIONS ELEVATIONS A & C DP cn w z �. O PLANS HAVE BEEN UPDATED TO MEET F.B.C. 6th EDITION (2017) o o RESIDENTIAL LLI d 6 3/26/2018 UPDATED A & C LAUNDRY ROOM WALL PER ARCH UPDATE DP U) 8 I- W U • z � o� CO 0 0z Qm c¢n Z Z U_ � � z -J WUtiw O p U E p O C�3wzoco, a w ZaO_j-'t z AWN°lot " J Z¢pui o LU o o=zwz E U z= W Y d ¢cc O W z `: 0 _ C/� O o 0 z_ �- w IL 0 M aoz 0 o to Wo W j W °z_ 2�'!M §W z0 Z N o W G a Q W 10a a b toQ= oW010M�mo N Z z M� a f]- ICI. N W W BLDG DESIGN: --- c l) STRUCTURAL ENG: BED W DRAFTING: m -DESIGN: --- -STRUCT: JB QC CHECK: EA m _ _ U) JOB No. PSQ-0204922 J - "`r SCALE: AS INDICATED w DATE: 04/06/2018 0 c`n LU X z H -COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. F01 S3 R ■ INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5 �r 14'-011 16-0" I- T r LL SECTION R506.2.3 FOR REQUIRED LOCATIONS 151-411 11 8 42.6 FOS PAD F01 S3 O S3 Frm U) WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT.CURRENT CODE EDITION). �r 3, VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM LU ip ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. SPLICES SHALL BE NO LESS THAN 30", tz N I 0 OC _ ■ PAVERS • _ tz 2.6 zo RECESSING DOOR SILLS. r F01 U R ■ INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5 �r 14'-011 16-0" CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.) T r R SYMBOLS LEGEND FOUNDATION NOTES: ■ INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5 1. PROVIDE MIN, 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE 14'-011 16-0" CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.) LAPPED MIN, 6" AND SEALED. REFER TO FBC-R CURRENT EDITION A/C SECTION R506.2.3 FOR REQUIRED LOCATIONS 151-411 11 8 42.6 FOS PAD F01 S3 PLACED AT M DDLEIOR UPPER 1CONC.B/3 OF SL B1 DEPTH OVER 6 MIL VAPOR S3 Frm WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT.CURRENT CODE EDITION). z 3, VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM LU INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT,LAP ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. SPLICES SHALL BE NO LESS THAN 30", tz 0o I OC _ ■ PAVERS • _ tz 2.6 RECESSING DOOR SILLS. r F01 U Q v S3 a r M F01 F(-)0'-4" �S3 ■I ■ • • ■ 4 ---L_ ■ I 2 cv S3 I101,011 N 61_411 ■ 4" THICK CONC. SLAB W/ FIBERMESH. OVER 6 MIL VAPOR BARRIER OVER o °°°\\ n�� COMPACTED FILL. o \\r ° i V/ 0'-011 FIN. FLR. I ■ , r o 51-511. T� 7'-1 1/2" (2 -STORY FTG) 51-5 1/2" 12'-011 ■ F -2. 3 F06 S3 r1L VI - 1 I LI J L 2 I ■ ( I I F06 I 10'-101, 1 m I I I S3 I I I I ■ 4'-3 3/4" 3'-8 5/8" 3'-4 1/2" 7'-9 1/8" 10'-101, ■ I F06 0 F06 ■I S3 Z S3 ■ I M r I� i IS3 F06 ■ F11 S3 N o r -n Cv 2.6 II Ilk 11 T_ -1 i i F05 r 'Ni S3 _ Jli o ■ ■ ■F06 (j0'-4" o '- 53 N 2.6 I ■ °D cL O I PAVERSZo d I I■ ■ 181-411 31_811 I ■ D10 s2A CP o 2 N _ r 1 r ■ I I ■ °n F02 N s3r F13 S3 I I� DO D DO D 1^011 141 6 8.11 T-0" 161-011 31-011 81.0" 221-011 301-011 SYMBOLS LEGEND FOUNDATION NOTES: Iz _1 ti F01 ED S3It F02 S3 FOUNDATION PLAN 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. N 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE z. SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB, FILL CUT W/APPROVED JOINT MATERIAL OR W USE ALTERNATE APPROVED METHOD.IG 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY p Uj COMMUNITY & COUNTY CODES. ®® `✓®jr p„ 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL `° ®®®o•®••«•®oe/�/�°r�, W o SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADEV Z '«o �. as AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION O INSTRUCTIONS.m , w�-- cM �. G' 0 _j Om Z ® LLI t( 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 0 �, ® z; va Z a 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED • ®®o° e'; QCt DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO d ®®eel®•o«5 �- O DETERMINE STEP LOCATIONS IF REQUIRED ®��®� Cr m LL. 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS ®®®11111!!11`®` AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD LL FOOTING STEP DOWN AND CORNER INFORMATION. O U) 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE O W SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH cn f -- PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION Q 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER o.. COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS pC FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE _ PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL F - CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO O FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM D1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 W PSF, d Z 14.. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO p 0 DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE Q STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND _ FOOTING SIZES PENDING DEPTH OF STEMWALL. Q (� 15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE rccc V HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE --- STOP--- LU W CONTACT E.O.R. PRIOR TO CONSTRUCTION 16. ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTING U SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OF THE FOOTING WILL BE MEASURED FROM THE LOWEST SLAB ELEVATION p W MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION Z M PAD MAY INSTALLED DEEPER THAN THE INDICATED PENDING SITE O CONDITIONS AND/OR LOCATIONS. CONTRACTOR TO FIELD VERIFY ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT j U o REQUIREMENTS ARE MET. O Cc w No FOOTING SCHEDULEUj cc 1211x12"x121' dp w/ #5's EQUALLY SPACED EA. = Uo o WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. z BARS & 3" MIN. COVER TO EDGE OF CONC. Z O _ p� 12"x24"x12" dp w/ #5's EQUALLY SPACED EA. 24" SIDE @3" O.C. & MINLj j ' 1A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN( Z BARS & 3" MIN. COVER TO EDGE OF CONC. (3) #S PARALLEL O.C.12" �-U_ SIDE �6" C. OC r. 0 LU 2411x24"x12" dp w/ #5's EQUALLY SPACED EA. z Lu U w O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. O Z p U *- �- BARS & 3" MIN. COVER TO EDGE OF CONC. ¢ O � O � 28"x28"x1211 dp w/ #5's EQUALLY SPACED EA. U W z - N r 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. z (y)r BARS & 311 MIN. COVER TO EDGE OF CONC. w z ' O m -i ToTo 30'1x30"x12" dp w/ #5's EQUALLY SPACED EA. � !� ~J p ~ p >- o <&> .5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. _ D U O Q v BARS & 3" MIN. COVER TO EDGE OF CONC. J z Q O � 2 W 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. w f-- 7 z O = z w z <&> .6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. U Q = `W Y O BARS & 3" MIN COVER TO EDGE OF CONC. Q Q � < � C 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. pC LU�-- O Lo 3 WAY MIN. 2" HORIZ, CLEARANCE BETWEEN MIN (5) # 5 E.W. O L j O z o O BARS & 3" MIN. COVER TO EDGE OF CONC. OLL r 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. `r U) O 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. z ,rte BARS & 3" MIN, COVER TO EDGE OF CONC. w Q 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. U) O CV WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. d M BARS & 3" MIN. COVER TO EDGE OF CONC. 2 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. O Z Q O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. , J BARS & 3" MIN. COVER TO EDGE OF CONC. QA 48"x48"'x16" dp w/ #5's EQUALLY SPACED EA. J W 4A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. D W W " BARS & 3" MIN. COVER TO EDGE OF CONC. z2 W �� 48"x48"x24" dp w/ #5's EQUALLY SPACED EA. Q 4B WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. Z =Z W BARS & 3" MIN, COVER TO EDGE OF CONC. W O 5211x52"x12" dp w/ #5's EQUALLY SPACED EA. z W = W a 4.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. 'Q BARS & 3" MIN. COVER TO EDGE OF CONC. U) 54"x54"x16" dp w/#5's EQUALLY SPACED EA. �Z: I- C _ 1 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. 2 U U) Q = BARS & 3" MIN. COVER TO EDGE OF CONC. O „W� m 54"x54"44" dp w/#5's EQUALLY SPACED EA.he 0 = N Z WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. Z Q M �* ......�.... BARS & 3" MIN. COVER TO EDGE OF CONC. U In i2 CM •�, -- 60"x6011x16" dp w/#5's EQUALLY SPACED EA. U) O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. Uj BLDG DESIGN: --- BARS & 3" MIN. COVER TO EDGE OF CONC. U) STRUCTURAL ENG: BED 66"x66"x16" dp w/#5's EQUALLY SPACED EA. w DRAFTING: - 5.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. -DESIGN: -- BARS & 3" MIN., COVER TO EDGE OF CONC. -STRUCT: JB U QC CHECK: EA cc 1/411=1 1-011 i c ----COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ■ INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5 1. PROVIDE MIN, 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE SCALE: AS INDICATED CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.) LAPPED MIN, 6" AND SEALED. REFER TO FBC-R CURRENT EDITION SECTION R506.2.3 FOR REQUIRED LOCATIONS SlAi • INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 2. PVIDE 4"WELDED IRE MESH PLACED AT M DDLEIOR UPPER 1CONC.B/3 OF SL B1 DEPTH OVER 6 MIL VAPOR CONT. FTG. TO TIE BEAM. BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT.CURRENT CODE EDITION). z 3, VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM LU INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT,LAP ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. SPLICES SHALL BE NO LESS THAN 30", w 0o GRADE 60 #5 CONT. FT.G TO TIE BEAM. OC 4, CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. r Q Iz _1 ti F01 ED S3It F02 S3 FOUNDATION PLAN 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. N 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE z. SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB, FILL CUT W/APPROVED JOINT MATERIAL OR W USE ALTERNATE APPROVED METHOD.IG 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY p Uj COMMUNITY & COUNTY CODES. ®® `✓®jr p„ 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL `° ®®®o•®••«•®oe/�/�°r�, W o SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADEV Z '«o �. as AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION O INSTRUCTIONS.m , w�-- cM �. G' 0 _j Om Z ® LLI t( 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 0 �, ® z; va Z a 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED • ®®o° e'; QCt DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO d ®®eel®•o«5 �- O DETERMINE STEP LOCATIONS IF REQUIRED ®��®� Cr m LL. 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS ®®®11111!!11`®` AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD LL FOOTING STEP DOWN AND CORNER INFORMATION. O U) 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE O W SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH cn f -- PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION Q 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER o.. COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS pC FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE _ PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL F - CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO O FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM D1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 W PSF, d Z 14.. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO p 0 DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE Q STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND _ FOOTING SIZES PENDING DEPTH OF STEMWALL. Q (� 15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE rccc V HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE --- STOP--- LU W CONTACT E.O.R. PRIOR TO CONSTRUCTION 16. ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTING U SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OF THE FOOTING WILL BE MEASURED FROM THE LOWEST SLAB ELEVATION p W MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION Z M PAD MAY INSTALLED DEEPER THAN THE INDICATED PENDING SITE O CONDITIONS AND/OR LOCATIONS. CONTRACTOR TO FIELD VERIFY ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT j U o REQUIREMENTS ARE MET. O Cc w No FOOTING SCHEDULEUj cc 1211x12"x121' dp w/ #5's EQUALLY SPACED EA. = Uo o WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. z BARS & 3" MIN. COVER TO EDGE OF CONC. Z O _ p� 12"x24"x12" dp w/ #5's EQUALLY SPACED EA. 24" SIDE @3" O.C. & MINLj j ' 1A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN( Z BARS & 3" MIN. COVER TO EDGE OF CONC. (3) #S PARALLEL O.C.12" �-U_ SIDE �6" C. OC r. 0 LU 2411x24"x12" dp w/ #5's EQUALLY SPACED EA. z Lu U w O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. O Z p U *- �- BARS & 3" MIN. COVER TO EDGE OF CONC. ¢ O � O � 28"x28"x1211 dp w/ #5's EQUALLY SPACED EA. U W z - N r 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. z (y)r BARS & 311 MIN. COVER TO EDGE OF CONC. w z ' O m -i ToTo 30'1x30"x12" dp w/ #5's EQUALLY SPACED EA. � !� ~J p ~ p >- o <&> .5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. _ D U O Q v BARS & 3" MIN. COVER TO EDGE OF CONC. J z Q O � 2 W 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. w f-- 7 z O = z w z <&> .6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. U Q = `W Y O BARS & 3" MIN COVER TO EDGE OF CONC. Q Q � < � C 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. pC LU�-- O Lo 3 WAY MIN. 2" HORIZ, CLEARANCE BETWEEN MIN (5) # 5 E.W. O L j O z o O BARS & 3" MIN. COVER TO EDGE OF CONC. OLL r 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. `r U) O 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. z ,rte BARS & 3" MIN, COVER TO EDGE OF CONC. w Q 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. U) O CV WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. d M BARS & 3" MIN. COVER TO EDGE OF CONC. 2 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. O Z Q O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. , J BARS & 3" MIN. COVER TO EDGE OF CONC. QA 48"x48"'x16" dp w/ #5's EQUALLY SPACED EA. J W 4A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. D W W " BARS & 3" MIN. COVER TO EDGE OF CONC. z2 W �� 48"x48"x24" dp w/ #5's EQUALLY SPACED EA. Q 4B WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. Z =Z W BARS & 3" MIN, COVER TO EDGE OF CONC. W O 5211x52"x12" dp w/ #5's EQUALLY SPACED EA. z W = W a 4.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. 'Q BARS & 3" MIN. COVER TO EDGE OF CONC. U) 54"x54"x16" dp w/#5's EQUALLY SPACED EA. �Z: I- C _ 1 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. 2 U U) Q = BARS & 3" MIN. COVER TO EDGE OF CONC. O „W� m 54"x54"44" dp w/#5's EQUALLY SPACED EA.he 0 = N Z WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. Z Q M �* ......�.... BARS & 3" MIN. COVER TO EDGE OF CONC. U In i2 CM •�, -- 60"x6011x16" dp w/#5's EQUALLY SPACED EA. U) O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. Uj BLDG DESIGN: --- BARS & 3" MIN. COVER TO EDGE OF CONC. U) STRUCTURAL ENG: BED 66"x66"x16" dp w/#5's EQUALLY SPACED EA. w DRAFTING: - 5.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. -DESIGN: -- BARS & 3" MIN., COVER TO EDGE OF CONC. -STRUCT: JB U QC CHECK: EA cc 1/411=1 1-011 i c ----COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. JOB No. PSQ-0204922 SCALE: AS INDICATED DATE: 04/06/2018 SlAi 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. ¢ 3'-8" 6'-$" 3'-8" 14'-$" 1'-411 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. z W a INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. w ■ ■ ■ aa GRADE 60 #5 CONT. FT.G TO TIE BEAM. oC Y 0 (1) # 5 @ TOP, BOTTOMQ zQ o ■ & @ 24" O.C. 0 o VERTICALLY BETWEEN p COLUMN &MAIN W 11-011 m 81-811 6'-411 HOUSE CMU ❑ o ��, �r® t ttt'!r® w Com,) � GL ■ FILLED CELL ®.•.. ay��".� o ■ o PLAN VIEW ®ow m �p''�� :� ®o Z co 0 ®o@�� a J{ CP . ui a 1 CONT. #k 5 FROM. TIE BEAM TO FOOTINGis®®°''•® •'•'°�®��°®}a. O o ' '° Iz U_ ` m co ►u \® `oo MASONRY WALL U_ o o� \ REINFORCING PER o \ \ \ (1) # 5 @ TOP, BOTTOM PLAN (TYP). O W o �l & @ 24" O.C. Cf) F. i ■ 0 VERTICALLY BETWEEN 0 0o I COLUMN & MAIN cc 00 HOUSE CMUCL W -, SECTION VIEW O io ■ J J Q D1 MASONRY COLUMN TIE IN ri cQ I I co I ■ 00 I I �� ■ W Ll z iL---------------ih� O ■ o 1 I I I I C7 00i 1 I 1 I I I I I I N-I--L_L _L _ I _ I __L =L ■ cc (n W � Q GO W CV U) z ■ O O V O =� j N ! CPO Q rr M cc '� O�VrN. aZZ 1 1 1 Qm ■ ___-- -- M LL V 0 M I Cf) I I I I I O J © v ,- I- E CA ■ ■ ■ i i i ---_- z==� ■ a0. J r O od Uj Ci N U t --- f-lil 0 h co ..r- 1 u 1 II. ■ w Z n '�-QQJu W w F-11 W Cc 0 �v�_oQd;� ----- 0 ■ r ■ I- § W J 3: < U) Q m o< w o Zo0ZWz'0 2-6 3-8 1-10 :` 0co U F- OzPWYO �J N O 1LL T z Q V �QCCJ� C� ■ cc LU z�Qo ■U O W C O T M z a ■ W N dco Q`MOW ■ N O ■ 1 ■ 2 a (... � O ao o z W W W 0 W > o - WL0 4 _ = Z Cl) ■ ■ Z Q Cr.� d aW - oW�'mo 0 n16 C.4 Z 1 W CO 0 CL CL CM co W BLDG DESIGN: --- • ■ • • ■ co STRUCTURAL ENG_ BED _ W DRAFTING: -DESIGN: --- 21-011 41-811 1'-41' 3'-011 16'-011 3'-0" U -STRUCT JB cc QC CHECK: EA co JOB No. PSQ-0204922 Q SCALE: AS INDICATED DATE: 04/06/2018 w DOWEL PLACEMENT PLAN S2A W Cn COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. (1) #5 FROM FTG, TO u BOND BEAM IN FULLY 1 BOND BEAM IN FULLY GROUTED CELL. GROUTED CELL. SPLICE TO BE MIN. 3011 VERIFY W/ DETAILS FOR REQ'D SPLICE TO BE MIN. 30" ` (2) #5 BARS @ TOP CONC. SLAB PER WHEN MONO DEPTH WHEN MONO DEPTH MASONRY WALL CURB EXCEEDS 26". IF SEE PLAN (1) #5 CONT. W/ 1-1/2" W M DEPTH IS LESS THAN CONCRETE SLAB PER CONCRETE SLAB PER 26", THESE BARS ARE FOUNDATION PLAN -'.fig NOT REQUIRED #3 STIRRUPS @ ,gkVARIES 48" O.C. WHEN a.' ° . ' BUILDER SEE PLAN ° = MONO DEPTH .4. 4 I d< ° `° ' °° Z m 4 I EXCEEDS 26", IF Co CONC. SLAB PER 4 �: A.; .' • :� �I .:.A. °° "Ila GRADE_ z GRADE DEPTH IS LESS I I- - I I— A I ° ' 1 .. f' Q ,A .:��° _ FILL @ 95% STANDARD CL MONO DEPTH THAN 26" (2) #5 BARS CONT. W/ 4:1 ° d; ° 'A 4 A.. A' 1°� I �I (I I OD o I ISI THESE BARS= DENSITY LU WHERE 2ND STORY OCCURS, FTG p°.111 a T o CO 00 ARE NOT REQ'D -I I I=III= -- I .. •- 117 �? w (2) #5 BARS CONT. I—I I-= I I: W/ 3" COVER TYP. .. .. a 4 e a CLEAN COMPACTED 811 11-4.1 FILL @ 95%STANDARD Ir --- DENSITY I I ALL REINFORCEMENT SHALL I -I w =I MAINTAIN 3" CLEAR TO - CLEAN COMPACTED (2) #5 BARS CONT. WHERE 2ND STORY OCCURS, FTG FILL 0 95% STANDARD $1 W/ 3" COVER TYP.10 GRADE AND 1-1/2" CLEAR TO DENSITY ALL REINFORCEMENT SHALL SHALL BE V-4" WIDE W/(3) #5 BARS MAINTAIN 3" CLEAR TO ANY FACE EXPOSED TO � WHERE 2ND STORY OCCURS, FTG GRADE AND 1-1/2" CLEAR TO MIN. WEATHER SHALL BE V-4" WIDE W/(3) #5 BARS 16" MIN. ANY FACE EXPOSED TO AFO TYPICAL EXTERIOR FOOTING (1) #5 FROM FTG. TO --�� u BOND BEAM IN FULLY 1 MASONRY WALL GROUTED CELL. SEE PLAN SPLICE TO BE MIN. 3011 VERIFY W/ DETAILS FOR REQ'D (2) #5 BARS @ TOP 7" EMBEDMENT BELOW MIN 5" STEEL AT 2 STORY LOCATIONS CONC. SLAB PER WHEN MONO DEPTH W co rM FOUNDATION PLAN CURB EXCEEDS 26". IF m ti (1) #5 CONT. W/ 1-1/2" W M OPTIONAL CURB BY DEPTH IS LESS THAN CONCRETE SLAB PER o FOUNDATIONS AS SPECIFIED THIS DETAIL. 26", THESE BARS ARE FOUNDATION PLAN - a NOT REQUIRED ,gkVARIES ° BUILDER SEE PLAN ° = O #5 CONT. C r 1p11 Z m 4 I e CONC. SLAB PER 4 �: A.; .' • :� �I .:.A. #3 STIRRUPS @ I_ ' a Q GRADE z x 2x P.T. BASE PLATE a 48" O.C. WHEN °0 811 1611 411 I= (— a .. f' Q ,A .:��° —_ FILL @ 95% STANDARD CL MONO DEPTH — (2) #5 BARS CONT. W/ 4:1 ° d; ° 'A 4 A.. A' 1°� I Z .I ISI—III (I I m I ISI EXCEEDS 26", IF DENSITY LU WHERE 2ND STORY OCCURS, FTG �l z o CO AFO'NON-BEARING SLAB STEP DOWN DEPTH 1S LESS $o I I=III= -- I .. .:..M. ° 117 �? w THAN 26" I: i .. .. a 4 e a �4. 1I_-111= d ° THESE BARS —_ --- _ I I ARE NOT REQ'D � ) I -I w =I I - CLEAN COMPACTED (2) #5 BARS CONT. ._ _II—I „ I $_ 4 - FILL 0 95% STANDARD $1 W/ 3" COVER TYP.10 1'-4 " DENSITY ALL REINFORCEMENT SHALL MAINTAIN 3" CLEAR TO � WHERE 2ND STORY OCCURS, FTG GRADE AND 1-1/2" CLEAR TO MIN. ° b SHALL BE V-4" WIDE W/(3) #5 BARS 16" MIN. ANY FACE EXPOSED TO �I I I— VERIFY PLAN DETAILS III—III-1 I I-1 I I ' BEND EACH CONT. #5 (2) #5 BARS CONT. W/ WEATHER BAR AT STEP DOWN, 00\ TYPICAL GARAGE CURB FOOTING 2x BRG WALL PER (1) #5 FROM FTG. TO PLAN AND BEARING TIE BEAM SPLICE TO WALL SCHEDULE BE MIN. 30" GROUT CELL SOLID 2x P.T. BASE PLATE SEE PLAN FOR CLEAN COMPACTED SHOWER SIZE FILL @ 95% STANDARD 1 3/411=1'-011 DENSITY u IF BEARING WALL CONC. SLAB PER NOTE TO CONTRACTOR: M O ANCHOR TO HAVE MIN. , VERIFY W/ DETAILS FOR REQ'D z 7" EMBEDMENT BELOW MIN 5" STEEL AT 2 STORY LOCATIONS CONC. SLAB PER FOUNDATION PLAN STEEL AT 2 STORY LOCATIONS rM FOUNDATION PLAN CURB Z g ADJACENT MONO AND/OR STEM WALL (1) #5 CONT. W/ 1-1/2" W M OPTIONAL CURB BY COVER TYP. z r,w CC > o FOUNDATIONS AS SPECIFIED THIS DETAIL. CONCRETE SLAB PER a CC FOUNDATION PLAN MIN. 24" BEFORE w BUILDER d a° O #5 CONT. C r 1p11 Z m - Y'•' I ° V —1Z �: CONC. SLAB PER 4 �: A.; .' • :� �I .:.A. _ I _ I I I;, I I I I I F— (1) #5 BAR CONT. I i I i �; 2x P.T. BASE PLATE FOUNDATION PLAN 811 1611 411 0 LL Cr °�. 1 I FILL @ 95% STANDARD CL A ; DENSITY (2) #5 BARS CONT. W/ 4:1 ° d; ° 'A 4 A.. A' 1°� Z .I ISI—III III...: q... �°• , I—III—� I ISI DENSITY LU WHERE 2ND STORY OCCURS, FTG 4 e v 4 — — AFO'NON-BEARING SLAB STEP DOWN • d.: I—III I=III= ° ""T GRADE" w _— �„� j° " , i .. .. a 4 e a �4. 1I_-111= d ° I ISI I I I I 1 hI=1 � w CONT. BARS. MAINTAIN c�cIII—II—N,A l�•'.. a4 - ._ _II—I „ I $_ 4 - 00 — —I � MIN. ° b 16" MIN. �I I I— VERIFY PLAN DETAILS III—III-1 I I-1 I I ' BEND EACH CONT. #5 (2) #5 BARS CONT. W/ FOR REQUIRED #5 BAR AT STEP DOWN, � _III=I 3" COVER TYP. I'�'�:• . '...• .1• I I I 11 10 -_—I DETAIL MD08 ON +� ��.�1.1/ Q (2) #5 BARS ®TOP 3” COVER TYP. 8" 8t1 8" 811 s''®!®►►►!11111®�®®® o I I I I WHEN MONO DEPTH %EXCEEDS 26". IF FILL @ 95%° STANDARD DEPTH IS LESS THAN DENSITY 26", THESE BARS ARE o #3 STIRRUPS 48° NOT REQUIRED O.C. WHEN MONO SHALL BE V-811 DEPTH EXCEEDS 26", (2) #5 BARS CONT.. WHERE 2ND STORY OCCURS, FTG IF DEPTH IS LESS W/ 3" COVER TYP. SHALL BE V-8" WIDE W/(3) #5 BARS THAN 26"THESE BARS O W ARE NOT REQ'D 6 FO FOOTING AT INTERIOR BEARING AFO FOOTING @SHOWER AT MASONRY CONC. SLAB PER 811x1211 THICKENED FOUNDATION PLAN SLAB W/ (1) #5 CONT. W/ 3" COVER TYP. GRADE a -1 I I—I I I—I I F I —I I_—I I I III 4..� •,4 . III—I l I— iI�II; I�I II--=1II = I' I—III I , -III— I III—Ill, III 8 IF 8 I I—III CLEAN COMPACTED FILL @ 95% STANDARD DENSITY u IF BEARING WALL _j NOTE TO CONTRACTOR: ABOVE - WALL ALL REINFORCEMENT SPECIFIED IN PLAN ANCHOR TO HAVE MIN. , VERIFY W/ DETAILS FOR REQ'D z 7" EMBEDMENT BELOW MIN 5" STEEL AT 2 STORY LOCATIONS CONC. SLAB PER LOWEST STEP OF STEEL AT 2 STORY LOCATIONS rM FOUNDATION PLAN CURB ADJACENT MONO AND/OR STEM WALL (1) #5 CONT. W/ 1-1/2" W M FOUNDATION BELOW COVER TYP. z r,w CC > o FOUNDATIONS AS SPECIFIED THIS DETAIL. CONCRETE SLAB PER a CC FOUNDATION PLAN MIN. 24" BEFORE w w z z d a° O #5 CONT. C I A' - - Y'•' I ° V —1Z �: �I �IIIII=1j1 I _ I _ I I I;, I I I I I F— (1) #5 BAR CONT. I i I i �; 2x P.T. BASE PLATE W/ 3" COVER TYP. 811 1611 411 0 LL Cr CLEAN COMPACTED I FILL @ 95% STANDARD CL A ; DENSITY (2) #5 BARS CONT. W/ 4:1 ° d; ° 'A 4 A.. A' 1°� 3' COVER TYP. CLEAN COMPACTED it= ohm Mo LU w ° "° °... • c A, ', .• e ° 14) FILL @ 95% STANDARD BARS AROUND C DENSITY LU WHERE 2ND STORY OCCURS, FTG WON° ..t am.'emm '°" .. _. �Q... ° v 4 J SHALL BE V-811 WIDE W/(3) #5 BARS 44A AFO'NON-BEARING SLAB STEP DOWN AFO DOUBLE STEP FOOTING 3/411=V-0" 3/411=11-011 ° ""T CONC. SLAB PER 811x1211 THICKENED FOUNDATION PLAN SLAB W/ (1) #5 CONT. W/ 3" COVER TYP. GRADE a -1 I I—I I I—I I F I —I I_—I I I III 4..� •,4 . III—I l I— iI�II; I�I II--=1II = I' I—III I , -III— I III—Ill, III 8 IF 8 I I—III CLEAN COMPACTED FILL @ 95% STANDARD DENSITY HOLD BRG WALL BACK u 2x BRG WALL PER _j NOTE TO CONTRACTOR: 0 ALL REINFORCEMENT SPECIFIED IN PLAN VERIFY W/ DETAILS FOR REQ'D z STEEL AT 2 STORY LOCATIONS FOUNDATION DETAILS SHALL TIE IN TO FLUSH W/ STEEL AT 2 STORY LOCATIONS WALL SCHEDULE w ADJACENT MONO AND/OR STEM WALL FOUNDATION BELOW o FOUNDATIONS AS SPECIFIED THIS DETAIL. CONC. SLAB PER 1 MIN. 24" BEFORE w w z z ANOTHER STEP FOUNDATION PLAN O #5 CONT. C m REINFORCEMENT SEE Cl) d• T lG oC I- ( > < 2x P.T. BASE PLATE o 0 LL Cr I A CL A ; LU Z 4:1 ° d; ° 'A 4 A.. A' 1°� �' it= ohm Mo LU w ° "° °... • c A, ', .• e ° 14) BARS AROUND C , .4 ° LU WON° ..t am.'emm '°" .. _. �Q... ° v 4 J PER DETAIL MD08 ON F 44A A 17 LINTEL PLAN ° w U j° " , ° . ) VERIFY PLAN DETAILS .. .. a 4 e a �4. d ° FOR REQUIRED #5 W U w CONT. BARS. MAINTAIN c�cIII—II—N,A 00 �i COVER TYP. —I 00 MIN. 0 16" MIN. VERIFY PLAN DETAILS III—III-1 I I-1 I I ' BEND EACH CONT. #5 " FOR REQUIRED #5 BAR AT STEP DOWN, CONT. BARS. MAINTAIN OR INSTALL #5 HOOK 3" COVER TYP. BARS FOR EACH CONT: 0 (2) #5 BARS CONT. W/ BAR. LAP REBAR PER 11 10 ^ DETAIL MD08 ON +� ��.�1.1/ Q LC LINTEL PLAN 6FATYPICAL STEP FOOTING DETAIL HOLD BRG WALL BACK u 2x BRG WALL PER _j 0 SO GYP FINISH IS PLAN AND BEARING z STEEL AT 2 STORY LOCATIONS FLUSH W/ WALL SCHEDULE w FOUNDATION BELOW o CONC. SLAB PER 1 w FOUNDATION PLAN #5 CONT. C m REINFORCEMENT SEE Cl) d• FOUNDATION PLAN C oC I- ( > < 2x P.T. BASE PLATE o I 90 -DEGREE #5 HOOK o z A ; BARS AT CORNER, OR o 4:1 ° d; ° 'A 4 A.. A' 1°� BEND CONTINUOUS #5 - O ° "° °... • c A, ', .• e ° 14) BARS AROUND C , .4 ° CORNER. LAP REBAR WON° ..t am.'emm '°" .. _. �Q... ° v 4 J PER DETAIL MD08 ON F A. .°..' d' Cdr/ ' A 4 4 ° LINTEL PLAN ° w U °., .. .. a 4 e a �4. F C C U w co c�cIII—II—N,A 00 %co 00 0 z " Q _ '®" • �` Uj 0 (2) #5 BARS CONT. W/ II II It 6 8 8 11 10 ^ • ® ® �1S'••"•� +� ��.�1.1/ Q LC 311 COVER TYP. s''®!®►►►!11111®�®®® o CLEAN COMPACTED w m tai. FILL @ 95%° STANDARD DENSITY WHERE 2ND STORY OCCURS, FTG o SHALL BE V-811 WIDE W/(3) #5 BARS Z O W AF0 BEARING SLAB STEP DOWN o 3/4"=1'-0" C C L F C 3/4"=1'-0" 3/4"=1'-0" % 3/4"=1'-011 % 3/4"=1'-0" / 3/4"=1'-0" 8 C.M.U. FINISH PER 8" CMU - ELEV. FINISH PER ELEV. C FINISH FLOOR CONC. SLAB PER < FOUNDATION PLAN < � - PENETRATING PIPE FINISH FLOOR MAX. 411 PENETRATING c IN + C 4", U) A4. #5 LOOP TIE (TYP.) ° A '.d GRADE PIPE. MAX 4" WOOD POST PER PLAN C FOR SIZE AND BASE FILLED CELL .PER PLAN �, � ;..� �• � + � �::�.° REFER TO = . a•'. =� CONNECTION c W FOUNDATION PLAN NOTE: AT FRENCH oC �'. FOR CONT.— C DOOR LOCATIONS. 4" FOUNDATION PVC SLEEVE MAX _ = ! I CHAIR BLOCKS. BE - c CONTRACTOR TO INFORMATION 6 DIAMETER ENTIRE BASE TO BE MANUF FOR VERIFY WITH DOOR SLOPE ID GARAGE FOOTING PER PLAN M g I -I °'� A a I I FOOTING PER PLAN CMU BASEFILLED W/ 1 #5 SEE ELEVATION CLEAN COMPACTED O G REQUIRED RECESS - m '.e. THRESHOLD PER MFR'S. PVC SLEEVE � _ —III— ° VERTICAL @ EA. SPECIFICATONS TOP VIEW @ CORNER (FRONT VIEW) MAX 6" DIA. FILL 195/° STANDARD CORNER. SEE PLAN i (SIDE VIEW) DENSITY FOR BASE SIZE; BARS - TO TIE INTO EXT. FTG. THRESHOLD PER �. ' . • ° EXTEND SLAB OUT 1 1/2" AT CONC. SLAB PER BY TIE IN OR EPDXY - MANUFACTURER'S FRONT ENTRY DOOR & GARAGE FOUNDATION PLAN GARAGE WALL SPECIFICATIONS R BEYOND CONTACT EOR FOR ADDITIONAL REVIEW CONNECTION �' d' Q ENTRY SWING DOOR ,-- -I FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS (2) #5 x 4 -0 BARS CENTERED AT PIPE PVC OR SCH40 SLEEVE THICKENED EDGEv > c _.w_...._ PENETRATION FOOTING PER MF08 ON I '.4 • d .tl • a . ' w i o d. ;� d ° THIS SHEET BEYOND " o° W L CONC. SLAB PER w DRIVEWAY BY r FOUNDATION PLAN 411 _ Cn v BUILDER- CONCRETE 4 d p a 4 LLI M OR PAVERS —I I =I I ( A.: = I I_ _ d ' a — CONC. SLAB OR ° ° • m • • 4 . -I =III I `= I I I� � — — • .a 4 — I PAVERS PER PLAN A PITCH d ( SLOPE ° 4 ;,A.—) I ° .dA 4. GRAD _ c ..4 _ ISI—__ d __ • , . : — _ _ ;III_ --d.. 4 — I I — .... 4. =—I a I —I_I_I PER DOOR MANUFACTURER SLOPE EXT. SURFACE �I T _ —III=I CLEAN COMPACTED — I I Z — I .d ° _I I I- SEE FOUNDATION FOR 1 _ d.. • I=I f �' '.. T _ d a. OR GRADE 1/8 PER I �I I_..I I=I (— _ - I FILL @ 95% STANDARD f -� I I—I I IT I_ -III — ° I I REFER TO PAD SIZE �I I .� 4 . �..' FOOT AWAY FROM I I –I I —I I ( III DENSITY I -- — — — — I FOUNDATION PLAN_ A IL —I 8 x 8 THICKENED —I I ISI I I— CLEAN COMPACTED I- �. 4 I i BUILDING 411 811 PIPE PARALLEL TO FND i I�" BEE FDN. III—_I I- FOR CONT. FILL 0 95%STANDARD I " ..d' 1/2 FIBER EXPANSION EDGE W/ (1) #5 CONT. I PLAN FOR �- DENSITY I•I AS REQUIRED W/ 3 COVER, TYP. III I I I INFORMATION SIZE & REINF. L 4F1 EXTERIOR DOOR POURED SILL F1 THICKENED EDGE @ GARAGE DOOR A`F�lTYPICAL FOUNDATION PENETRATIONS PIPE PERPENDICULAR TO FND AF1'kFOOTING @ ENTRY MASONRY COLUMN 3/4"=1'-0" 3/4"=1'-0" 3/411=11.011 3/4"=1'-0" c 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. U O �y U) p zl Q i • o i W z i z CC Cl) W *- OWV�E 06 Ci (n c� ZF- Z<CO m u_ U) Q ^c 00 E-U1-Ie� W N Q CIC � LU Z U) Cf) Q= z W z E Q =) w Y LLJ �<cc C- W i—S`Oto W U. Z LL i 0 M s a0 i > J Cn W.W.I W W I � n> Uj n ZCl)W �©a U C3QQ > W �mL� •OWNZ sCLaN i BLDG DESIGN: --- STRUCTURAL ENG: BED DRAFTING: -DESIGN: --- -STRUCT: JB i QC CHECK_ EA JOB No. PSQ-0204922 SCALE AS INDICATED � DATE: 04/06/2018 5 u U 0 c VERIFY W/ DETAILS FOR REQ'D C. C STEEL AT 2 STORY LOCATIONS :3 .44 #5 CONT. C REINFORCEMENT SEE d• FOUNDATION PLAN C FOR QUANTITY 90 -DEGREE #5 HOOK o A ; BARS AT CORNER, OR o 4:1 ° d; ° 'A 4 A.. A' 1°� BEND CONTINUOUS #5 - ° "° °... • c A, ', .• e ° 14) BARS AROUND C , .4 ° CORNER. LAP REBAR WON° ..t am.'emm '°" .. _. �Q... ° v 4 J PER DETAIL MD08 ON F A. .°..' d' Cdr/ ' A 4 4 ° LINTEL PLAN ° < 0 U C C F C C U TYPICAL CORNER BAR DETAIL (TOP VIEW) 3/4"=1'-0" 3/4"=1'-0" % 3/4"=1'-011 % 3/4"=1'-0" / 3/4"=1'-0" 8 C.M.U. FINISH PER 8" CMU - ELEV. FINISH PER ELEV. C FINISH FLOOR CONC. SLAB PER < FOUNDATION PLAN < � - PENETRATING PIPE FINISH FLOOR MAX. 411 PENETRATING c IN + C 4", U) A4. #5 LOOP TIE (TYP.) ° A '.d GRADE PIPE. MAX 4" WOOD POST PER PLAN C FOR SIZE AND BASE FILLED CELL .PER PLAN �, � ;..� �• � + � �::�.° REFER TO = . a•'. =� CONNECTION c W FOUNDATION PLAN NOTE: AT FRENCH oC �'. FOR CONT.— C DOOR LOCATIONS. 4" FOUNDATION PVC SLEEVE MAX _ = ! I CHAIR BLOCKS. BE - c CONTRACTOR TO INFORMATION 6 DIAMETER ENTIRE BASE TO BE MANUF FOR VERIFY WITH DOOR SLOPE ID GARAGE FOOTING PER PLAN M g I -I °'� A a I I FOOTING PER PLAN CMU BASEFILLED W/ 1 #5 SEE ELEVATION CLEAN COMPACTED O G REQUIRED RECESS - m '.e. THRESHOLD PER MFR'S. PVC SLEEVE � _ —III— ° VERTICAL @ EA. SPECIFICATONS TOP VIEW @ CORNER (FRONT VIEW) MAX 6" DIA. FILL 195/° STANDARD CORNER. SEE PLAN i (SIDE VIEW) DENSITY FOR BASE SIZE; BARS - TO TIE INTO EXT. FTG. THRESHOLD PER �. ' . • ° EXTEND SLAB OUT 1 1/2" AT CONC. SLAB PER BY TIE IN OR EPDXY - MANUFACTURER'S FRONT ENTRY DOOR & GARAGE FOUNDATION PLAN GARAGE WALL SPECIFICATIONS R BEYOND CONTACT EOR FOR ADDITIONAL REVIEW CONNECTION �' d' Q ENTRY SWING DOOR ,-- -I FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS (2) #5 x 4 -0 BARS CENTERED AT PIPE PVC OR SCH40 SLEEVE THICKENED EDGEv > c _.w_...._ PENETRATION FOOTING PER MF08 ON I '.4 • d .tl • a . ' w i o d. ;� d ° THIS SHEET BEYOND " o° W L CONC. SLAB PER w DRIVEWAY BY r FOUNDATION PLAN 411 _ Cn v BUILDER- CONCRETE 4 d p a 4 LLI M OR PAVERS —I I =I I ( A.: = I I_ _ d ' a — CONC. SLAB OR ° ° • m • • 4 . -I =III I `= I I I� � — — • .a 4 — I PAVERS PER PLAN A PITCH d ( SLOPE ° 4 ;,A.—) I ° .dA 4. GRAD _ c ..4 _ ISI—__ d __ • , . : — _ _ ;III_ --d.. 4 — I I — .... 4. =—I a I —I_I_I PER DOOR MANUFACTURER SLOPE EXT. SURFACE �I T _ —III=I CLEAN COMPACTED — I I Z — I .d ° _I I I- SEE FOUNDATION FOR 1 _ d.. • I=I f �' '.. T _ d a. OR GRADE 1/8 PER I �I I_..I I=I (— _ - I FILL @ 95% STANDARD f -� I I—I I IT I_ -III — ° I I REFER TO PAD SIZE �I I .� 4 . �..' FOOT AWAY FROM I I –I I —I I ( III DENSITY I -- — — — — I FOUNDATION PLAN_ A IL —I 8 x 8 THICKENED —I I ISI I I— CLEAN COMPACTED I- �. 4 I i BUILDING 411 811 PIPE PARALLEL TO FND i I�" BEE FDN. III—_I I- FOR CONT. FILL 0 95%STANDARD I " ..d' 1/2 FIBER EXPANSION EDGE W/ (1) #5 CONT. I PLAN FOR �- DENSITY I•I AS REQUIRED W/ 3 COVER, TYP. III I I I INFORMATION SIZE & REINF. L 4F1 EXTERIOR DOOR POURED SILL F1 THICKENED EDGE @ GARAGE DOOR A`F�lTYPICAL FOUNDATION PENETRATIONS PIPE PERPENDICULAR TO FND AF1'kFOOTING @ ENTRY MASONRY COLUMN 3/4"=1'-0" 3/4"=1'-0" 3/411=11.011 3/4"=1'-0" c 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. U O �y U) p zl Q i • o i W z i z CC Cl) W *- OWV�E 06 Ci (n c� ZF- Z<CO m u_ U) Q ^c 00 E-U1-Ie� W N Q CIC � LU Z U) Cf) Q= z W z E Q =) w Y LLJ �<cc C- W i—S`Oto W U. Z LL i 0 M s a0 i > J Cn W.W.I W W I � n> Uj n ZCl)W �©a U C3QQ > W �mL� •OWNZ sCLaN i BLDG DESIGN: --- STRUCTURAL ENG: BED DRAFTING: -DESIGN: --- -STRUCT: JB i QC CHECK_ EA JOB No. PSQ-0204922 SCALE AS INDICATED � DATE: 04/06/2018 5 w rr 13'-4" 0 328/0 1234/0 1779/0 2662/0 ° •'• ®°®° ®��• P� C z 8" x 8" x 16" CMU U.N.O. 14'-011 0 292/0 1160/0 1660 / 0 2439 / 0 MATERIALS °' c� P O ° ° BEAM W/ (1) FILLED#5 BAR W/ 30 FROM FTG. psi CONCOTIE SEE 16'-0" 0 284/0 950/0 1379/0 1997/0 �• Q z I O p 18'-0" 0 211 / 0 750 / 0 1177 / 0 1676 / 0 1. f c PRECAST LINTELS = 3500 PSL m1 O o a �° ° ' MD08 FOR LAP INFO. 18'-8° 0 142/0 598/0 1114/0 1468/0 2. f'c PRESTRESSED LINTELS = 6000 psi. °®� Z G1 a a 20'-0" 0 180/0 598/0 1024/0 1441/0 3. GROUTED PER ASTM C476 f'g = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. ®•® v Q 0 PROVIDE CLEAN OUT OPENING 0 GROUT 20'-8" 0 145 / 0 550 / 0 981 / 0 1376 / 0 -s'�,► `'g a ®° O FILLED CELL AND REBAR (TYP). MORTAR 4 CONCR TH M 900 PSL UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE ®®r,r 'pPm®� ®♦ m if JOINTS SHOULD NOT BE CUT 22'`8" 0 110/0 450/0 824/0 1147/0 = ® a RECESSED LINTELS-FILLEDUj !1! 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW W SEE FOUNDATION FOR FOOTING CLEAR OPENING 8R6-1 B/8R6-OB 8R14-1 B/8814 -OB 8R22-1 B/8R22-OB RELAXATION: 7/32 WIRE PER ASTM A510. O 241694 / 1694 3725 / 3280 5499 / 5421 z 21-811 1425 / 1425 3343/3280 4933/4933 LINTEL DESIGNATION SCHEDULE o W . a , L' ; °,� a. 3'-0" 1230/1230 2769/2769 . 4085/4085 v_a F— °• .�.. •.. - . • 3'-411 1081 / 920 2769 / 1716 4085/2839 LINTEF =FILLED WITH GROUT O Q i REQUIREMENTS U = UNFILLED cc d • ° , 1 ° 4'-4" 846/833 2121/1716 3127/2839 MARK. � � 5'-4" 664/572 1761/1761 2595/2595 REQUIREMENTS R = RECESSED .& FILLED WITH GROUT Cr 6'-411 526/434 1539/1539 1329/2267 0 8R6-0B/1T .- "DOTYPICAL MASONRY CONSTRUCTION T-4" 480 / 322 1334 / 1334 1964 / 1552 QUANTITY OF #5 REBAR 0 H BOTTOM OF LINTEL CAVITY 3/4"=1'-0" 8'-4" 415/235 1152/1152 1694/15 52 O 8F8-0B/1T 8F1 6-1 B/°I T Q 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER Q 8814-1 B/1 T —QUANTITY OF #5 REBAR AT TOP 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. NOMINAL HEIGHT � 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. 8F16-1B/1T w TYPE DESIGNATION NOMINAL WIDTH a Z SEE PLAN FOR TOP OF WALL AND LINTEL INFO Q 8814-013/1 T o 0 :, '• SEE DOWEL LAYOUT WALL LEGEND r - PLAN FOR FILLED CELL 0 8F16-0B/1T 1-1/2" CLEAR o '• .•.. :.; ';" t... .INFORMATION. MIN. 1 �- c c 8F20 -113/1T ..a C7 <t y .:. IS REQUIRED ON O LINTEL PER PIAN 4 EITHER SIDE OF 0 = 9'-4" T.O.M. = INTERIOR/EXTERIOR w ri U .� ; ,� H I- _ #5 REBAR AT TOP MIN. (1) READ w fn OPENING U.N.O. BEARING WALL (OR LINTEL 8F20 -013/1T U W " IF REFERENCED ON SHEET Q ¢ C.M.U. a 10 -8 T.O.M. m z ° Q TRANSOM OPENING ,. " ® S4), VERIFY HEIGHT W/ 0 8R22-1B/1T GROUT _ 6'-0 14'-8" `� z #5 REBAR AT BOTTOM OF LINTEL LL W ---� ARCHITECTURAL PLANS ' \` ( U.N.O. 0 8F24 -113/1T T CAVITY FRAME INFILL AROUND .'a BOTTOM REINFORCING PROVIDED (2) 2x8 SYP #2 P.T. WOOD HEADER Q � 8R22-0B/1T '��-'�` O WINDOW BY BUILDER 7-5/8" ACTUAL IN LINTEL (VARIES) SEE WF01/SD3 FOR TURNED SIDEWAYS. ATTACH (2) 2x8 O O 8" NOMINAL WIDTH � U SYP #2 P.T. HEADER TO MASONRY M 8F24-OB/1T ° MORE INFO ,' �" . O o w k ? I , WALL W/ SIMIPSON HU28-2 OR HUC28-2 8'-0" N FILLED a <` HANGER @ EA. END. USING (14) 1/4" Q 8830-113/1T w d a DIA. x 2 3/4" TAPCONS & (6) 10d NAILS oC 8 8F32-1B/1T 1-1/2" CLEAR INTO HEADER. NAIL EACH PLY AND 6z v o ` EACH ADDITIONAL HEADER PLY W/ (2) O o _ = U ° O 81330-013/1T :r 0 • ROWS OF 10d NAILS STAGGERED @ 6 �--/ io ¢ - * O.C. AND MIN. 2" FROM ENDS. s _ #5 REBAR AT TOP MIN. (1) REQ'D Z ° O 8F32 -0B/TT V Q ". ¢ z C.M.U. ¢ Z DOOR OR WINDOW OPENING `� 0 8F38 -1 B/1T � � � C3 � co O '6 O O U) w r MAX 41-0° REFER TO DESIGN 0 81712 -1 B/OT z z W U w to O I) Q ,-- F E 81740 -1 B/1T ------- ` BOTTOM REINFORCING PROVIDED ¢ 06 _j � cq PLANS FOR REQUIRED f= -' °' m n 0 JN -FILL FRAMING OF m O 7-5/8" ACTUAL IN LINTEL (VARIES) O C3 w z L1 m DIMENSIONS wU 8F28 -1 B/1T 8" NOMINAL WIDTH Z ¢ O J _j CCo 60%�LINTEL W/ TRANSOM DETAIL _-ju 0 UNFILLED F=- ^^ J O ~ o > o o O 8F40.0B/1T L.L 3/4"=1'-0" O ' 7 ca O Q M J j zQO�2Z o ;� w HUj O°zF-W�O �Iw— 1-1 EAR z ~ U�C¢�� z /2 CL o �..... QMw0 CL o a #5 REBAR AT TOP MIN. (1) REQ'D O W Z' O o LU v Zw f 0 o Z w w TOP KNOCK OUT/ LINTEL BLOCK ¢ Cn ...I O ° a. __l. __ _ GRADE 60 BAR SIZE ° LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE a• .. NO -SHEAR WALL T OPENING THE GROUT IS LEVEL AT CORNERS PRECAST"U" METAL LATH OR WIRE SCREEN SEGMENT • #3 PRECAST LINTEL LOAD TABLE 41/4 7 GENERAL CONCRETE LINTEL SCHEDULE: 21/4 41/4 91/4 24 WITH TOP OF BLOCK FOR 21/2 5 5/8 91/2 20 3 55/8 121/2 32 #5 31/8 7 1113/4 25 33/4 7 PROPER TRUSS/ FLOOR PROVIDE LINTEL W/ 3000 OVER COURSES NOT REQ'D 33/4 81/16 14 30 41/2 8 11/16 181/2 48 APPROVED LINTEL MANUFACTURERS: 43/8 9 13/16 16 1/2 35 SYSTEM BEARING (MIN 3") STANDARD #5 psi CONC. PER TO BE FILLED. (SHEET METAL 56 ° LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING CASTE -CRETE, QUALITY, LOTTS, &POWERS STEEL a Cq .._ #6 = 3" HOOK BAR. LAP LINTEL PLAN. IF & PAPER FELT PROHIBITED) 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. - APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL SAFE LOAD TABLE NOTES O W d STANDARD LINTEL M. OTHER BARS INTO REBAR IS TYPICAL TRUSS ANCHOR PER PLAN CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF Uj z zEn STANDARD LINTELS CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24 -113/13F24-013 8F32-1B/8F32-0B �' CORNER AS REQ'D INDICATED IN PROVIDE SCREEN WHEN BLOCK BELOW ° . ` ° .NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. -� LINTEL, #5 TO BE HOOK PER IS NOT REQUIRED TO BE FILLED 2231 3069/3069 6113/6113 8974/8974 10000 /10000 -ST HOOKED INTO MD08 1'-6" 9. ALL SAFE LOADS 1N UNITS OF POUNDS PER LINEAR (FOOT. LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK 2'-2" 1783 3069 / 3069 6113 / 5163 8974 / 8054 10000 / 10000 SIDE VERTICALS ' STANDARD 90 DEGREE HOOK 2. (1) #5 REBAR IN TIE BEAM 1S TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY _j "DOREBAR SPLICE DETAIL °° ° °° ° ° , a ° • A - ---- OPENINGS U.N.O. ¢ 2'-811 1343 2693 / 2561 6113 / 3820 8974 / 5961 10000 / 8107 ° ; .. --° -- . •-. - a TYP. BOND BEAM 8" x 8" x 16" K.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" NOMINAL BEARING EA. END. ALL RECESSED LINTELS TO z 1/8=1-0 " �� 3' 211 - 1217 2165/1969 6113/2931 8672/4576 10000/6224 °-` — Q- '-" ' —�-"' — ° ° ' ° w LINTEL BLOCK FILL W/ 3000 st CONC. p HAVE MIN. 8" BEARING EA. END 0 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 p • a Q. ° o_ W/(1) #5 DIA. REBAR 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN w 4'-0"' 860 1651/1349 5365/1999 7342/3123 10000/4249 ° ' ' g • ^. �.`�,r.. _, ,,,:,, ,�,: •,�. a 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT a �° . ° a �, .� 0 ©w z ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5'-2'" 570 1232/1232 3480/2580 8360/3586 8825/4592 6'-2" 488 991/991 2661/2143 5681/2698 6472/3685 ° oI tt a , in w , CL O I� U) I':4 z b C7 w 5° (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD T-0" 416 752 / 699 1843 / 1625 3486 / 2602 6390 /3302 a. BOTTOM STEEL IN LINTEL IF :� , o `-' 0w CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS z O 8 -0 354 726/699 1843/1625 3486/2255 6205/2885 ° 4 INDICATE - SHOULD HOOK INTOADEQUATE � FOR THE LOADS. H 9'-211 315 618 / 535 1533/1247 2781 / 1946 4754/2489 z ° g VERTICAL CELLS PER MD08 �' p 44 ° 1 A° 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS 0 w 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 c- ROUGH OPENING PER PLAN ---�- =-' a SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY X 10'-$" 277 492/352 1254/1132 2193/1567 3552/2003 w ° WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. ca a) 11'-2" 255 471/352 1075 11075 1838/15 67 2883/2003 STD. 90 DEGREE ANGLE 3000 psi w ``,lliiillli/r® u,j M %I� A CONC. W/ (1) #5 DIA. REBAR 12'-0" 239 418/297 1075/1045 1838/ 1446 2883/1848 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL ®® Cr a 12 -8 �, 0 369/261 1002/984 1697/1361 2630/1738 _ ° ;... ° c9 �: a SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS ♦®� !� ®•••.•°®®® Jyj�® co w rr 13'-4" 0 328/0 1234/0 1779/0 2662/0 ° •'• ®°®° ®��• P� C z 8" x 8" x 16" CMU U.N.O. 14'-011 0 292/0 1160/0 1660 / 0 2439 / 0 MATERIALS °' c� P O ° ° BEAM W/ (1) FILLED#5 BAR W/ 30 FROM FTG. psi CONCOTIE SEE 16'-0" 0 284/0 950/0 1379/0 1997/0 �• Q z I O p 18'-0" 0 211 / 0 750 / 0 1177 / 0 1676 / 0 1. f c PRECAST LINTELS = 3500 PSL m1 O o a �° ° ' MD08 FOR LAP INFO. 18'-8° 0 142/0 598/0 1114/0 1468/0 2. f'c PRESTRESSED LINTELS = 6000 psi. °®� Z G1 a a 20'-0" 0 180/0 598/0 1024/0 1441/0 3. GROUTED PER ASTM C476 f'g = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. ®•® v Q 0 PROVIDE CLEAN OUT OPENING 0 GROUT 20'-8" 0 145 / 0 550 / 0 981 / 0 1376 / 0 -s'�,► `'g a ®° O FILLED CELL AND REBAR (TYP). MORTAR 4 CONCR TH M 900 PSL UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE ®®r,r 'pPm®� ®♦ m if JOINTS SHOULD NOT BE CUT 22'`8" 0 110/0 450/0 824/0 1147/0 = ® a RECESSED LINTELS-FILLEDUj !1! 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW W SEE FOUNDATION FOR FOOTING CLEAR OPENING 8R6-1 B/8R6-OB 8R14-1 B/8814 -OB 8R22-1 B/8R22-OB RELAXATION: 7/32 WIRE PER ASTM A510. O 241694 / 1694 3725 / 3280 5499 / 5421 z 21-811 1425 / 1425 3343/3280 4933/4933 LINTEL DESIGNATION SCHEDULE o W . a , L' ; °,� a. 3'-0" 1230/1230 2769/2769 . 4085/4085 v_a F— °• .�.. •.. - . • 3'-411 1081 / 920 2769 / 1716 4085/2839 LINTEF =FILLED WITH GROUT O Q i REQUIREMENTS U = UNFILLED cc d • ° , 1 ° 4'-4" 846/833 2121/1716 3127/2839 MARK. � � 5'-4" 664/572 1761/1761 2595/2595 REQUIREMENTS R = RECESSED .& FILLED WITH GROUT Cr 6'-411 526/434 1539/1539 1329/2267 0 8R6-0B/1T .- "DOTYPICAL MASONRY CONSTRUCTION T-4" 480 / 322 1334 / 1334 1964 / 1552 QUANTITY OF #5 REBAR 0 H BOTTOM OF LINTEL CAVITY 3/4"=1'-0" 8'-4" 415/235 1152/1152 1694/15 52 O 8F8-0B/1T 8F1 6-1 B/°I T Q 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER Q 8814-1 B/1 T —QUANTITY OF #5 REBAR AT TOP 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. NOMINAL HEIGHT � 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. 8F16-1B/1T w TYPE DESIGNATION NOMINAL WIDTH a Z SEE PLAN FOR TOP OF WALL AND LINTEL INFO Q 8814-013/1 T o 0 :, '• SEE DOWEL LAYOUT WALL LEGEND r - PLAN FOR FILLED CELL 0 8F16-0B/1T 1-1/2" CLEAR o '• .•.. :.; ';" t... .INFORMATION. MIN. 1 �- c c 8F20 -113/1T ..a C7 <t y .:. IS REQUIRED ON O LINTEL PER PIAN 4 EITHER SIDE OF 0 = 9'-4" T.O.M. = INTERIOR/EXTERIOR w ri U .� ; ,� H I- _ #5 REBAR AT TOP MIN. (1) READ w fn OPENING U.N.O. BEARING WALL (OR LINTEL 8F20 -013/1T U W " IF REFERENCED ON SHEET Q ¢ C.M.U. a 10 -8 T.O.M. m z ° Q TRANSOM OPENING ,. " ® S4), VERIFY HEIGHT W/ 0 8R22-1B/1T GROUT _ 6'-0 14'-8" `� z #5 REBAR AT BOTTOM OF LINTEL LL W ---� ARCHITECTURAL PLANS ' \` ( U.N.O. 0 8F24 -113/1T T CAVITY FRAME INFILL AROUND .'a BOTTOM REINFORCING PROVIDED (2) 2x8 SYP #2 P.T. WOOD HEADER Q � 8R22-0B/1T '��-'�` O WINDOW BY BUILDER 7-5/8" ACTUAL IN LINTEL (VARIES) SEE WF01/SD3 FOR TURNED SIDEWAYS. ATTACH (2) 2x8 O O 8" NOMINAL WIDTH � U SYP #2 P.T. HEADER TO MASONRY M 8F24-OB/1T ° MORE INFO ,' �" . O o w k ? I , WALL W/ SIMIPSON HU28-2 OR HUC28-2 8'-0" N FILLED a <` HANGER @ EA. END. USING (14) 1/4" Q 8830-113/1T w d a DIA. x 2 3/4" TAPCONS & (6) 10d NAILS oC 8 8F32-1B/1T 1-1/2" CLEAR INTO HEADER. NAIL EACH PLY AND 6z v o ` EACH ADDITIONAL HEADER PLY W/ (2) O o _ = U ° O 81330-013/1T :r 0 • ROWS OF 10d NAILS STAGGERED @ 6 �--/ io ¢ - * O.C. AND MIN. 2" FROM ENDS. s _ #5 REBAR AT TOP MIN. (1) REQ'D Z ° O 8F32 -0B/TT V Q ". ¢ z C.M.U. ¢ Z DOOR OR WINDOW OPENING `� 0 8F38 -1 B/1T � � � C3 � co O '6 O O U) w r MAX 41-0° REFER TO DESIGN 0 81712 -1 B/OT z z W U w to O I) Q ,-- F E 81740 -1 B/1T ------- ` BOTTOM REINFORCING PROVIDED ¢ 06 _j � cq PLANS FOR REQUIRED f= -' °' m n 0 JN -FILL FRAMING OF m O 7-5/8" ACTUAL IN LINTEL (VARIES) O C3 w z L1 m DIMENSIONS wU 8F28 -1 B/1T 8" NOMINAL WIDTH Z ¢ O J _j CCo 60%�LINTEL W/ TRANSOM DETAIL _-ju 0 UNFILLED F=- ^^ J O ~ o > o o O 8F40.0B/1T L.L 3/4"=1'-0" O ' 7 ca O Q M J j zQO�2Z o ;� w HUj O°zF-W�O �Iw— 1-1 EAR z ~ U�C¢�� z /2 CL o �..... QMw0 CL o a #5 REBAR AT TOP MIN. (1) REQ'D O W Z' O o LU v Zw f 0 o Z w w TOP KNOCK OUT/ LINTEL BLOCK ¢ Cn ...I O ° a. REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE ° LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE a• .. NO -SHEAR WALL T OPENING "Dvt TYPI AL SHEAR WALL SEGMENT • #3 1/7'1/8 41/4 7 15 21/4 41/4 91/4 24 #4 21/2 REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND O LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE "All "B" 1,/-101 "Dvt "All "B" 11cof 11D11 #3 1/7'1/8 41/4 7 15 21/4 41/4 91/4 24 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 32 #5 31/8 7 1113/4 25 33/4 7 151/2 40 #6 33/4 81/16 14 30 41/2 8 11/16 181/2 48 #7 43/8 9 13/16 16 1/2 35 51/4 9 13/16,213/4, BEAM INFORMATION 56 OU) i O O M w „.4 .. COURSE z � A 31-011 - I- x oC U m I-- °n a #5 REBAR AT BOTTOM MIN. (1)CO LU MIN. 0 2. 0 = NOT RATED. r�O� REQ'D LU Uj 00 M 4'-8° oo Q NZ 16 GA. POWERS STEEL BOXED q " 6- WIDE X 8"'LONG MIN.G)o8" _ry a ,7-5/8 ACTUAL LINTEL zBEAM J v POCKET° SEE 8 NOMINAL WIDTH > 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING FRAMING PLAN FOR Co ° ° ° #5 = 2 Y2" POWERS STEEL O vi J LU O BEAM INFORMATION T O ° W a Cq .._ #6 = 3" 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. - ° #7=3Y2" Cj ,X tj� 101-81' SAFE LOAD TABLE NOTES O W d M. CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF Uj z zEn e' ° I B •, 111311 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED 16'_On c SUPPORT. �' W O W ° . ` ° � LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL z -� O RECESSED LINTELS BASED ON 4" NOMINAL BEARING. _ LU A MIN. 2. 0 = NOT RATED. F- ° 4'-8° oo Q 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. q 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR �° c ° ° a #3 = 2 1 " v � >. - #4 = 2 %2" °� 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING Uj ° ° ° #5 = 2 Y2" ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL, co ° a Cq .._ #6 = 3" 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. - ° #7=3Y2" MIN.O 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY BLDG DESIGN: d CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF (p B STRUCTURALENG: BED e' ° I B •, 111311 16'_On SUPPORT. DRAFTING: ° . ` ° � _ -DESIGN: --- 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. -ST 9. ALL SAFE LOADS 1N UNITS OF POUNDS PER LINEAR (FOOT. LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK OC QC CHECK. EA co JOB No. PSQ-0204922 "DOREBAR SPLICE DETAIL - ---- SCALE:- AS INDICATED LINTEL PLAN o DATE: 04,06,2018 1/8=1-0 " �� F w v, S4A i 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. WALL LEGEND = 9'-4° T.O.M. : INTERIOR/EXTERIOR -- BEARING WALL (OR LINTEL = 10'-8" T.O.M. IF REFERENCED ON SHEET S4). VERIFY HEIGHT W/ J 2 ARCHITECTURAL PLANS ¢ D1 U.N.O. z U a LU GJ ■ ■ ■ M NM co Imr— 04 LL 1.1_ U. 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ATTACH EACH o �(� w O IIIII BOTTOM @ 10'-8" D END TO TRUSSES W/ Cr W — 0" O M G30 LL ATTACHED TO F1 (3)12d TOE -NAILS. ATTACH F4 O W �.�. z co EACH WALL STUD BLOCKING TO WALL U = O ' B5.25x16 II 1 D S1 < U) BOTTOM BELOW W/ SIMPSON DTC B 18 z .,. @ 9'-4" G4 IIIII CLIP FT2 D o Q. F1 w D1 D 1 a0. Z ri CJ CJ FT1 g Q f" SEE LINTEL PAGE U z Q j FOR BEAM POCKET �� U il M M M 1L\–___(2) 2x4 #2 SYP BLOCKING G1 J BETWEEN GIRDERS W/ O Vi W W SIMPSON HU24-2 EACH END. W W BLOCKING TO BE INSTALLED C2 z W = 0 W BETWEEN TOP CHORDS Q 1 WoW C3 J Q W CL 1 � 0 Q ' CJ5 CJS U ch 4 CJ3 CJ3 w.. 0- a N � -- U Fn U 0 BLDG DESIGN: --- ■ A ■ ■ U) STRUCTURALENG: BED W DRAFTING: ----- --- -- --- - -DESIGN: M --- U U U V STRUCT: JB --- QC CHECK: EA U) JOB No. -- PSQ-0204922 ¢ SCALE: AS INDICATED F— Q DATE: 04/06/2018 FIRST FLOOR FRAMING PLANU) NOTE: SEE PAGE S6 FOR NOTES AND COP NECTOR LEGEND 1/411=11-011 S5A ---COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. I 1 . _ _1 . 1 _ 1 _ HEADER SCHEDULE BEARING WOOD WALL SCHEDULE COLUMN SCHEDULE CONNECTOR SCHEDULE BEAM SCHEDULE UPLIFT CONNECTION & FASTENERS STUD LUMBER O (2)2X4 SPF #2 BUILT UP STUD COLUMN VALUES VALUES TAG HEADER FASTENERS TAG SIMPSON CONNECTOR TYPE SPF(Ib) SYP Ib TAG SPACING SPECIES CAP, BLOCKING SYP(Ib) TAG BEAM SIZE CONNECTIONS TOP BOTTOM (plf) 2 2x6 #2 SYP w/1" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) (2)12d (2)12d NO B (3)2X4 SPF #2 BUILT UP STUD COLUMN 1 HETA16 w/(9) 10dx12" NAILS OR FRAME TO CMU 1810 1810 H2x6 O 2 gWi MID -SPAN O 1, TO POST: SIMP. HTS20 OR MSTA18 16d NAILS 16 SPF TOENAILS TOENAILS HETA20 w/(9) 10d x 12 NAILS TO BEAM: SIMP. HUC48 w/(14)16d & (6)-10d NAILS UPLIFT ATTACH KING STUD TO HEADER w/(8) C (4)2X4 SPF #2 BUILT UP STUD COLUMN (2)HETA16 OR (2)HETA20 (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH i"" a"" H2x8 (2)2x8 #2 SYP w/2" FLITCH PLATE SP4 W/(6) SP4 W/(6) 570 If MID -SPAN 2 (1)ply TRUSS (10)1 Od x 11" NAILS (1)ply 2035 (1)ply 2035 w/(6)10d NAILS & (14) 4x24 16d NAILS BW2 16" SPF 1"� i„ 2 FRAME TO CMU PLATE tOd x 12 NAILS 10d x 11' NAILS p (2)ply TRUSS (12) 16d x 12" NAILS (2)ply 2500 (2)ply 2500 TAPCONS ATTACH KING STUD TO HEADER w/(10) O (2)2X6 SPF #2 BUILT UP STUD COLUMN ON MASONRY: (1) SIMP. MSTAM24 H2x10 2)2x10 #2 SYP w/2" FLITCH PLATE SP4 W/(6) SP4 W/(6) 1„ 16d NAILS 570 plf ird, PT. a H10A w/(18)10d x 12 NAILS OR FRAME TO FRAME H10A 1015 H1OA 1340 BW3 16" SPF 10d x 12" NAILS 10d x 12" NAILS (2)ply TRUSS H10A-2 w/(18) 10d x 11" NAILS H10A-2 1070 H1 OA -2 1245 TO POST: SIMP. HTS20 OR LSTA18 H2x12 2)2x12 #2 SYP w/2'' FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) O (3)2X6 SPF #2 BUILT UP STUD COLUMN TO BEAM: SIMP. HUC410 w/(18)16d & 16d NAILS BW4 12 SPF (3) 12d (3) 12d NO HTS20 w/(24)1 Od x 12" NAILS 2 2x10 #2 SYP (10) 1 O NAILS TOENAfLS TOENAILS UPLIFT MID -SPAN a FRAME TO FRAME 1245 1450 ( ) ATTACH KING STUD TO HEADER w/ 6) F (2)2X8 SPF #2 BUILT UP STUD COLUMN- (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) B2x10 WITH 1/2'" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(1 0)10d H3.5x5.5 (2)1.75 x5.5 LVL ( O 16d NAILS (2)HTS20 w/(24)10d x 11" NAILS PLATE NAILS & (18)4"x2�" TAPCONS SP4 W/(6) SP4 W/(6) 2 FRAME TO FRAME 2490 2900 ON MASONRY: (1) SIMP, MSTAM24 BW5 12' SPF 1 Od x 12" NAILS I Od x 12" NAILS 760 plf MID -SPAN AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) H3 5x7 25 (2)1.75'"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) O (3)2X8 SPF #2 BUILT UP STUD COLUMN J Q H z LU 0 FO Uj0 N z O 0 w 16d NAILS � tl` BW6 12" SPF Vk SP4 W/('6) SP4 W/(6) 760 plf 3rd. PT. H2.5A w/(1 0)8d FRAME TO FRAME 535 600 TO BEOAM: SIMP. HUC410 w/LS8 Abd &°«•« °®�J��i'�i®� W C ATTACH KING STUD TO HEADER w/(10) IOdx 12 NAILS 10d x 12 NAILS H (3)2X4 SYP #2 BUILT UP STUD COLUMN ( ) ®« ,- H3.5x9.25 (2)1.75"x9.25" LVL 16d NAILS O00 (2)2x12 #2 SYP (10) 10d NAILS MTS12 w/(14)10d x 11" NAILS ' �'- `�®' " Uj ; (3) 12d (3) 12d NO 2 FRAME TO FRAME 860 igg0 B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od - ° O ®® '_ o ATTACH KING STUD TO HEADER w/ 12 BW7 16" SYP TOENAILS TOENAILS UPLIFT MID -SPAN (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) S .- PLATE NAILS & 1$ 1''x2" TAPCONS Co"' �- �• � = °--° -� Z (2)2X6 SYP #2 BUILT UP STUD COLUMN ( )4 4 « Q p« z _ H5.5x11,25 (3)1.75 x11.25 LVL ( ) �/' t- „« cv < U 16d NAILS MGT w/ 22 1 Od -q" EPDXY ANCHOR w/SIMP. SET -XP EPDXY ON MASONRY: (2) SIMP. MSTAM24 z �7 8 ( ) e FRAME TO CMU 3330 - 3965 ° '� 0 -� SP4 W/(6) SP4 W/(6) 664 If MIN. 12" EMBEDMENT « 3 2x12 #2 SYP w/ 1" FLITCH ATTACH KING STUD TO HEADER w/(10) BW8 16" SYP 1„ p MID -SPAN K (2)2X8 SYP #2 BUILT UP STUD COLUMN 00015 H3x12 O 2 10d x 12 NAILS 10dx 12 NAILS O i� TO POST: SIMP. HTS20 OR LSTA18o p�$O ® Z a PLATE BETWEEN PLIES 16d NAILS El HTT4 w/(18)t6d x 22 NAILS & e EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 TO BEAM: SIMP. HUC410 w/(18)16d & p '®'®/Y!1l1111e®`®® °� } p SP4 W/(6) SP4 W/(6) 1 SET EPDXY MIN. 7" EMBEDMENT (10) tqd NAILS Cr _j LL HEADER SUPPORT SCHEDULE Bw9 16" SYP 1Od x 12" NAILS 1Od x 11" NAILS 664 plf Mrd. PT. L 4x4 SYP #2 POST B3.5x11. (2)1 75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od w m 2 HGT-2 w/(16)1 Od NAILS w/ (2) 4" EPDXY ANCHOR w/SIMP. 25 H SEE PLAN FOR WALL WIDTH 10 SET EPDXY MIN. 12" EMBEDMENT FRAME TO CMU 10980 8910 NAILS & (18)4"x24" TAPCONS OPENING SIZE JACKS @ EA. END KINGS @ EA. END T 12d T 12d NO O 6x6 SYP #2 POST ON MASONRY: (2) SIMP. MSTAM24 0 BW10 12" SYP TOENAILS TOENAILS UPLIFT MID -SPAN U) 1'-0" TO 3'-11" 1 1 11 HTSM16 w/(8)1Od NAILS & (4) 4"x 24" TAPCONS FRAME TO CMU 1010 1175 z0 W TO POST: SIMP. HTS20 OR LSTA18 SP4 W/(6) SP4 W/(6) p MID -SPAN <8> 8x8 SYP #2 POST. TO BEAM: SIMP, HUC410 w/ 18 16d & > ~ BW11 12" SYP 1., 1„ 885 If 4'-O" TO T-11" 2 2 1 O x 12 NAILS IOd x 12 NAILS 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 ( ) O Q 83.5x11. (10) 10d NAILS c[ 0 P 3-1/2"x3-1/2" LVL COLUMN. (2)1.75"x11.875" LVL TO MASONRY: SIMP, HU410 OR HU0410 w/(10)1 Od a- 8'-0" TO 9'-11" 2 3 SP4 W/(6) SP4 W/(6) 875 It BW12 12 SYP 1,. i„ 885p1f 3rd. PT. NAILS '& (18)4"x24" TAPCONS w - - --- - 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 ON MASONRY: (2) SIMP. MSTAM24 8 O 3-1/2"x5-1/4" LVL COLUMN. J SP4 W/(6) SP4 W/(6) 280 If J STANDARD H E q HEADER p NOTES BW13 16 SPF 1 Od x 12" NAILS 1 Od x 12" NAILS p MID -SPAN 14 LSTA18 w/(14)1Od NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928ptf Q A R TO POST: SIMP. HTS20 OR LSTA18 @ 32"o.c. @ 32"o.c. O 3-1/2"x7" LVL COLUMN. TO BEAM: SIMP. HUC410 w/(18)16d & 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN SP4 W/(6) SP4 W/(6) 15 LSTA24 w/(18)1Od NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 (10) 10d NAILS co IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT BW14 12" SPF 1„ 1i 380 plf MID -SPAN 83,5x16 (2) 1.75 x16 LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d w 1Odx 12 NAILS 1Od x 12 NAILS S 3-1/2"x9-1/2" LVL COLUMN. 1"" APPROVAL FROM E.O.R. O ( )4 4 a � 24"o.c. @ 24"o.a NAILS & 18 x2�" TAPCONS -' Z 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N,O. ON PLAN. E MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 ON MASONRY: (2) SIMP. MSTAM24 O ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD3.T 5-1/4"x5-1/4" LVL COLUMN. o 3. NAIL #2 SYP HEADER PLIES TOGETHER USING: (2) ROWS OF 10d NAILS @ 12 STANDARD BEARING WALL W/STRAPS NOTES O.C. ONE _ 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 TO POST: (2) SIMP. HTS20 OR LSTA18 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. Cr V 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 ON MASONRY: (2) SIMP. MSTAM24 Cr w MEMBERS BUCKET INTO HEADER TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS. LTT20B w/(10) 10d NAILS & e" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG.OR 5.25x16 (3) 1 J5"x16"' LVL w 18 1290 1300. I- W 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 * OWU.NO.FASTEN LVL PLIES TOGETHER USING (3) a Q O OX 7"x7" LVL COLUMN. ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C.PER HEADER SCHEDULE. SP6 AND @ 2x8 WALLS USE SP8 INSTEAD OF INDICATED SP4, HTT4 w/(18) 16d x 22" NAILS w/8" EPDXY ANCHOR w/SIMP. EACH SIDE 5, IF MORE THEN (1)KING IS REQ D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL 4, IF BEARING WALL ISNOT CALLED OUT CONTACT E.O.R. 19 SET EPDXY MIN. 7 EMBEDMENT - AT LVL / PSL COLUMNS COLUMN TO FTG. 3640 4235 O REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL, 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. Y 3 1/2" X 11 7/8" LVL COLUMN USE 18 #10x1-1/2" SD SCREWS INSTEAD OF NAILS 0 W E.O.R. FOR RE 'D. WOOD SCREWS, i O i"" z WF08/SD3. OTHERWISE, CONTACTO Q 6. MID OR s PT. BLOCKING TO BE 2x W/(2) 12d TOENAILS EACH END. (3)HTS20 w/(24)10d x 12 NAILS TO POST: (2) SIMP. HTS20 OR LSTA18 O 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 1„ 20 FRAME TO FRAME 3735 4350 7, BASE PLATE TO BE ATTACHED TO FOOTING USING J -BOLTS OR EPDXY (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) ON MASONRY: (2) SIMP. MSTAM24 � 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 2 OZ 51/4" X 9 1/2" LVL COLUMN O U 8. SEE DTL. WF09/SD2 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT ANCHOR W/ WASHER@ 6" FROM EA. END OF BASE PLATE &WALL OPENINGS & 83.5x20 (2) 1.75"x20" LVL ° 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. AT 32" o.c. W/ 7" MIN. EMBEDMENT. USE SIMPSON SET -XP EPDXY W/ EPDXY 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 * U,N.O.FASTEN LVL PLIES TOGETHER USING (4) O_ O Ir o ANCHORS. ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. a la`s a Lii 8. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D. IF BRG. STANDARD COLUMN NOTES EACH SIDE - ROOF NOTES: WALL IS INDICATED W/BW1, BW4, BW7 OR BW10. THESE WALLS ARE ONLY 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BM 9100 4095 � U � SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TO 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD3.U o 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 STANDARD BEAM NOTES W' 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ATTACHED W/HARD CASED GUN NAILS AND WILL NOT REQ. THE ANCHOR BOLT 2, ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD Z ELEVATIONS FOR BEARING HEIGHTS. ATTACHMENT INDICATED IN THE BEARING WALL NOTES. 23 BL. TOP PLT. TO INVERTED HDU5 ATTACHED TO POST. FRAME TO FRAME .3300 3965 � Q �--- I BE P.T. OR WOLMANIZED. NVERTED HUD5 TO POST w/ (14) 1/4 x 2 1/2 SDS SCREWS 1, NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12" o m 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. 9. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SDI U.N.O. O.C. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM cQn z z Z CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR OTHERWISE NOTED. ON PLAN. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP O W 0 w �" 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS 10. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD2 U.N.O. SOLID POSTS. AT EXTERIOR CONDITIONS 2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF z W U �' w "" ON PLAN.„ STANDARD CONNECTOR EQTOR NOTES 12d NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM O U *~- I-- AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24 O.C. W/ 4x4: ABU44 w/(12)16d NAILS & s EPDXY ANCHOR w/MIN. U D �, -- E 11. COLUMNS WITHIN BEARING WALLS w/UPLIFT THAT DO NOT SHOW A BASE `o r o SINGLE TOP AND P.T. BASE PLATE LEAVE 1-1/2 GAP FROM TOP PLATE TO TRUSS 7 EMBEDMENT Q W oil ua n rn q ( CONNECTION: CONTRACTOR TO INSTALL SP4/ SP6/ SP8 AT EACH STUD 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP, HETA16/20, U.N.O.ON PLAN, 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. MIN. 4" BRG. EA, END) U cA z - N r a BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) 6x6: ABU66 w/(12)16d NAILS & 8" EPDXY ANCHOR w/MIN, O OI?S o fD co,- .5 12d TOENAILS. TOP/BOTTOM AND HAVE A J -BOLT OR EPDXY ANCHOR WITHIN 6" FROM THE 7" EMBEDMENT W J Z d O > J m 3 COLUMN. �� AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. HETA16/20 @ 24 o,c. OR 32 o.c. VERIFY w/ TRUSS 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS, _ - _ Q w 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE 8x8: ABU88 w/ 18 16d NAILS & 2 EPDXY ANCHORS w/ 1- U P r. CONTINUOUS FROM FLOOR TO CEILING. 12. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT E.O.R. FOR ( ) O8 SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ I- J 0<0>-0 FURTHER REVIEW, MIN. 7'" EMBEDMENT 24"o.c. OR 32"o.c.) 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT � W � co N O M v ar 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING 13. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE - WRITTEN � J 1- z< 0 5 2 i o ADDITIONAL LOADS: ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. LTA2, @ 32"o.c. APPROVAL FROM THE E.O.R. w F-- 0 z z w z E A ALL CEILING HUNG SOFFITS AND SOFFITS "" AND BASE PLATE U.N.O. ON PLANS. U z E-- w Y O SIDE AND CRIPPLE STUDS AT 24 o.c. AT 2 -STORY OPEN AREAS INSTALL MAX. AND (2) AT EACH CORNER. z I- O (,) Q 0 w a 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, �" 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS o �.... �[ U_ CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE. LEAVE A 1 1/2 GAP FROM 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 O W z Z O 7co . 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 U W w o OF ALL HARDWARE BEFORE INSTALLATION. WF20 & WF21/SD2). ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR STANDARD NAIL SCHEDULE 0 O 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCS1 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 THIS0 IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 0 Q DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. ROOF & EXT, WALL NAILING SHEATHING NOTES STANDARD NAIL GENERAL DIAMETER/ LENGTH 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. p Z N 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 M TRUSSES ROOFS: 8d „ 1' 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 0 10, USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ROOF SHEATHING TO BE 7/16" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) 131 x 22 z Q 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED HETA16/20 0 FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" � "'� ABOVE THE GARAGE, STRAP LOCATION. IF DOUBLE HETA16/20 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS, Q W LU O 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN O.C. IN FIELD. FOR ALL OTHER AREAS NAIL 6 O.C. AT ALL SUPPORTED EDGES AND 10d .148" x 3" 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR IF UPLIFT 15 HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. W -� ►� PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT, W OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF z „ � R SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE � W CONSTRUCTION OR TRUSS FABRICATION FINAL TRUSS LAYOUT AND TRUSS SHOP 12d 14$" x 34" Q DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW SPACED NO MORE THAN 24" O.C. FLOOR FRAMING NOTES w = Z AND APPROVAL, AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE GABLE ENDS: 1„ W J CC 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 32 p q �+ ¢ < W 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 GENERAL NOTES „ 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED &ENGINEERED. BY FLOOR JOIST/TRUSS CO. _ _ 0 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. 8d. RING SHANK .113" x 2a" H I" C) Q NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF 8 2. REFERTO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ, V CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS EXTERIOR :WALLS: 0 W LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. SEE WF10/SD4 FOR MORE INFO.CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. o O N Z 12, IF DESIGN DOCUMENTS INDICATE THAT AN AIC UNIT IS TO BE RECESSED INTO THE NAILING ` NOTES 4. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING w 0 � 04 ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND NAILS: TO AVOID CONFLICT. z Q cl D BE NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. 5. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. a N 'BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD CONTRACTOR MAY USE A DIFFERENT NAIL THEN � ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED ALL OTHER SHEATHING APPLICATIONS SMALL BE 8d, 8d RING OR SPIRAL SHANK, 1. 6. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION UJ o T BLDG DESIGN: --- S INDICATED AS LONG AS IT MEETS OR EXCEEDS THE AREAS, THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE DIAMETER AND LENGTH INDICATED. REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE. c/)STRUCTURAL ENG BED CONNECTIONS OF THE ATC UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY FLOOR SHEATHING NOTES __._.. -_ W DRAFTING THE CONTRACTOR OR A/C SUPPLIER. TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. O ? -DESIGN: --- STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL FLOOR SHEATHING TO BE 3/4"PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION I- STRUCT: JB BUILDER NOTE: MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER BE IN ACCORDANCE WITH ASTM A 153. NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). QC CHECK: EA 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 I- NOTES & v) JOB No. PSQ-0204922 LAYOUT 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED J - ----- NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL Q SCALE. AS INDICATED '---STOP---- PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE - --- - ------ - - - - WITH (3) 10d TOENAILS, © DATE: 04/06/2018 AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD, CONNECTOR LEGEND., III cc S6 --COPYRIGHT MCD 2015: The information contained in this document lis 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. WALL LEGEND = 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALL (OR LINTEL = 10'-8" T.O.M. IF REFERENCED ON SHEET S4). VERIFY HEIGHT W/ J H2x6 H2x6 ARCHITECTURAL PLANS ¢ U.N.O. z w w Cil U v c� c.v Cil EXTERIOR FRAME WALL Cr �J C C P_CJ3 CJ3 (�) SCHEDULE ( T PARK SQUARE) N M p WALL HEIGHT STUD &SPECIES SPACING SPACING o CJ5 CJ5 INTERIOR ZONE END ZONE w 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX � D7 w ®rrrllslld,r Uj M 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX00 'rij p_ Ll.l " 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX ••®® o D6 210'-0" 2x4 SPF #1/#2 16" O.C. MAX 12 O.C. MAX • o a ,.a = a U D6 -r • m ®� . ` Uj J o `,, ¢ O • LU d EXTERIOR FRAME WALL NOTES `�•® a_ z F 0.•• ••®� d rr 6A 1. 2x4 WAIL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED w®/ P ®®`® m u. J1 TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR ®®1111111110 REQUIRED STUD SPACING. w cC ryq Q 5 16 D5 2, SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS O II U U 3 & NAILING PATTERN. z CJ3 SO 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE 0 Uj SD5 D5 NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF g Q J5 SIM. D4 SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN O O 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR CL EL D5 REVIEW OF EXTERIOR STUDS w - - J7 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE _ _ MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS p aC 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. 4 N �> A D3 w OJ7 ULTIMATE WIND SPEED: 140 MPH EXPOSURE: B 0- D2 J7 - 4 B F1 D IJIC1 J7 111 I_ I / ilt_ cxvI a M D1 X J7 _ IIID2 N ----i _ iIE-1 J7 rD3 III ca X J7 C8 C\1C8 J7 CJ5 C8 CJ3 C8 .E- SO4 x �II C7 SD5 C 5 z A C5 H2x6 Q 5 C6 O SO4 A 3 z 0 L.0 2 0 0 Uj < 1: E z a. 3 AH1 5D5 ° E1 � W O Q p W C U H2 O J A �� CJ3 ¢ Imo— W CL Q C) -- J1 U U J1 LU U) 0 M C14 CJ H2x6 LL O > W CL z CcO z �H2x6 -�� H2x6 �' 0 i LU W J W a U U) O0 CL n 3 Ld F- M _ = Z 0 U, c~n z � am o a J �0 Z LL p C) na= �� r- MNZ U) U r' W 0 0 V , Fw- J 0) pp BLDG DESIGN: 0(3' U) wzpr�._.5 BED W LU m DRAFTING: -DESIGN: zQ_O>i-'c0Do3 LL I=- Q JB _J! JpF-©>-o U cc W �'' :5W -0M4, u) JOB No. J LL Z QOs'2z ° SCALE: SO4 A 3 z 0 L.0 2 0 0 Uj < 1: E 3 AH1 5D5 ° E1 � W O < CC g p 0 p W 0� o OLO H2 O J A �� CJ3 ¢ r z -- J1 U U J1 LU U) 0 M C14 CJ H2x6 CL z �H2x6 -�� H2x6 �' 0 i LU W J W a °z M W > �W n 3 0 _ = Z 0 aW IL �0 C) na= MNZ 0 C CL N © BLDG DESIGN: --- U) STRUCTURAL ENG: BED LU m DRAFTING: -DESIGN: --- I=- -STRUCT: JB cc QC CHECK: EA u) JOB No. PSQ 0204922 Q F SCALE: AS INDICATED ROOF` FRAMING PLAN DATE: 04/06/2018 NOTE: SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND W 11 ilia: (n S7A -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. ALTERNATE CONNECTIONS I.L.O. J -BOLT: SHEATHING PER PLAN SHEATHING PER PLAN STRUCTURAL 1. MIN. (6) 1/211x51" TITEN HD 1N/ 3-1/2" MIN. EMBED. TYP. TRUSS TO FRAME SHEATHING PROVIDE STANDARD 2• MIN. (6) 1/211 ASTM F1554, Gr. 36 (OR BETTER) THREADED ROD W/4-1/2 MIN. CONNECTION PER TYP. TRUSS TO FRAME EMBED. W/ SIMPSON SET -XP EPDXY OR EQUIV. USE 211x211 SQUARE WASHER TYP. TRUSS TO FRAME ` "' '� ° ^ T::"� a cn HOOK CONNECTION PER STD. CONNECTOR CONNECTION PER • w . .•. • . Q <O 2x6x12 P.T. SYP #2 cc CENTER BUCK STD CONNECTOR STD CONNECTOR NOTES FRAME OUT TO NOTES 1/2 J -BOLT W/ 5 1/2 (2) 2x PLATE EDGE AS REQ'D FRAME OUT TO BLOCK j EMBED. FRAME OUT TO BLOCK EDGE (1) #5 IN TIE BEAM _l.. . 2x P.T. SYP #2 NAILER EDGE AS REQ'D _.1. 1/2 OF OPENING " 11 d W/ (1) 1 /4 x2-3/4 LAST STUD OF F - LAST STUD OF �1 .. . •:��•:., (1) #5 BAR IN PRECAST MIN. 11 KNEE WALL JOINING I (2) 2x TOP PLATE w LINTEL 4" MIN. FROM TAPCONS Ccs 24 O.C. & i KNEE WALL JOINING o FACE OF CMU 4" FROM ENDS LAST STUD OF KNEE WALL UP TO MAIN HOUSE ` I UP TO MAIN HOUSE 2 2 FT • ; ; %. ; (2) #5's VERTICAL IN - - ANCHOR NOT PERMITTED TO BE JOINING UP TO MAIN HOUSE WALLS SHALL BE O x #2 SYP SEE PLANLU GROUT FILLED CELL INSTALLED WITHIN 1-1/2" OF HEAD JOINT WALLS SHALL BE ATTACHED I (2) 2x #2 SYP SEE PLAN WALLS SHALL BE I FOR BEAM SIZE (ONLY m _. _ _.... (2) 2x TOP PLATE ATTACHED TO MIN. I FOR BEAM SIZE ATTACHED TO MIN. I IF OPENING PROVIDED ' ___..--...-.-.- . 1 1 1 TO MIN. (2) 2x FULL HEIGHT MIN. (6) 1/2 DIAMETER J -BOLTS USING 2X2 SQ, (2) 2x FULL HEIGHT (2) 2x FULL HEIGHT PER PLAN) z 1 WASHERS & 5-1/2" MIN. EMBED. AT EA. 2x6 P.T. DOOR WALL STUDS W/ (2)-16d NAILS I WALL STUDS W/ ( o WALL STUDS W/ _ 2x4 SPF #2 KNEE WALL BUCK, EA. SIDE OF OPENING. FIRST ANCHOR C 12" O.C. I (2)-16d NAILS C� 12" "� I N �� •'. • •4` ENTIRE COLUMN TO o- 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 O.C.- O.C. O w MIN. 2x4 SPF #2 KNEE WALL (2) 2x #2 SYP SEE PLAN h U) BELOW TOP OF BUCK. SPACE REMAINING ANCHORS W/ STRUCTURAL '..° U.N.O. WITH STUDS f� 16" O.C. W/ FOR BEAM SIZE 1/2" x 8" ANCHOR BOLT I SHEATHING FROM o �a U ® 24" O.C. MAX a.• .: (1) #5 VERTICAL IN W NOTE: CONTRACTOR TO VERIFY I MIN. 2x4 SPF #2 KNEE OR TITEN HD 32" ( TOP OF WALL TO w GROUT FILLED CELL (IF -M w.. STRUCTURAL SHEATHING I _ oo 0 BUCK TO CMU ATTACHMENT ON BOTH SIDES FROM TOP I WALL WITH STUDS @ O.C. & 6" FROM EACH BOTTOM OF WALL. " REQ'D PER PLAN FX- <[ BUILDER FRAME ,, I rn ) LOCATIONS PER GARAGE DOOR OF WALL TO BOTTOM OF 16 O.C. W/ END ATTACHED PER w `ttlllla�A®� ..._Q Q....�_. RADIUS AS REQ'D e� rd ui ...• •. c7 MFR.'S WRITTEN SPECIFICATIONS BEAM. ATTACHED PER I STRUCTURAL I 2x PT BOTTOM NAILING SCHEDULE ee® ®�o,.� T • NOTE: SEE MD08 ON w w NAILING SCHEDULE SHEATHING ON BOTH PLATE OTHERWISE SP2 CLIPS _ U) �_.._.. m 45 DEG. BEVEL CUT I W o LINTEL PLAN O ¢ ¢ OTHERWISE SP2 CLIPS SIDES FROM TOP OF EACH STUD TO BEAM p &,� Z co 2x6 P.T. SYP #2 BUCK BUILDER FRAME PRECAST LINTEL OR �. f ° m Q ¢ END, 1 1/2" ABOVE EACH STUD TO DOUBLE TOP WALL TO BOTTOM OF ABOVE AND SP1 CLIPS ° r__�4cls GARAGE F.F., EA. SIDE PLATE AND SP1 CLIPS EACH BEAM. ATTACHED PER RADIUS AS REQ'D KNOCK OUT COURSE EACH STUD TO °z ®®® = ® 4 • . • ..• SECTION STUD TO BOTTOM PLATE NAILING SCHEDULE MASONRY WALL BOTTOM PLATE 1► . o OF OPENING `'W .� ab u.i `t 17 CfiFO ®®YW�� Q p� 0 VERTICAL REINFORCEMENT DETAIL DO GARAGE BUCK DETAIL (MAX.o) KNEEWALL AT DOWNSET BEAM FO KNEEWALL AT UPSET BEAM FO KNEEWALL AT MASONRY WALL cls cy .y..�p 1/2"=V-0" -0 1/2"=1'.0" 3/411=1 0 3/4"=V-0" -0 3/4"=V-0" -0 w ®®d�r►11llttt��® m 1— U_ CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN O BEAM INTO LONG SPAN AS INDICATED ON BEAM Cf) SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN p W STRAP IS NOT REQUIRED. Lo Q PT. POST (AS NOTED) d 0 EXT. AS NOTED _ ;..._u .............._ ___. __ _... -- LAP BEAM PLYS AND p NAIL AS SHOWN (5) 0.131 X 3 1/4" NAILS Q PER PLY = HTS20 CLIP FROM 3: POST TO BEAM CO EXTERIOR BEAM AS NOTED PLAN VIEW @ TOP OF POST g p (22) (ALL (2) 2x TOP PLATE W/ SEE ROOF SHEATHING, TAPCONS PT POST (AS NOTED) �.:. 3/16" x 2 1/4" 12" O.C. 1 FLOOR PLAN /1 11 2 4" G2 11 1x8 3/16" x 1/4" 12" O.C. 2 (3) 12d END NAILS TO LAST STUD PLAN NAIL PER PLAN (2) 2x BUILT-UP COL ABU POST BASE O �_ 3/16" x 3 1/4" 12" O.C. 1 (i) W LLj 3/16° x 3 1/411 " 2x8 3/16" x 3 1/4" 12" O.C. 2 ° a^ _„ _ TYPICAL TIE BEAM W/ 3000 psi . z (AS NOTED) Q ii z W > PLATE w/ (2) 16d NAILS W WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE CONC. W/(1) #5 REBAR CONT. DOUBLE TOP PLATE TYP. Cc$ ALL WINDOWS 5/8" THREADED ROD w/ M U PER NAILING SCHEDULE FROM II 24" O.C. & EXT. W W TOP OF KNEEWALL TO BOTTOM SHEATHING INSTALLED SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) 2x TOP PLATE °. NUT SET IN ADHESIVE w W OR SP2 CLIPS AT TOP AND SP1 I I PER NAILING PATTERN , EXT FINISH PER PLAN z r W .'�.• MAIN FLOOR O W m D STD HOOK @ EACH STUD (2) 12d NAILS � ° H W- MASONRY WALL PER OF BUCK. 2x BLOCKING CRICKET AS REQUIRED ELEV 0'-0" °4 2x PT STUD OR ALTERNATE 1x PT I CM ZM EACH END PLAN (TYP). 2, BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR "' '. °'. OCD FURRING TO CMU W/ 2x FRAMING PER PRE-ENGINEERED SIMPSON LSTA30 W/ \ ° i " / EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO MIN 2x4 STUDS @ 16" CONC. SLAB - VERT REINF. BEYOND a PLAN ROOF TRUSS SEE 10d NAILS a \ SEE FOUNDATION STRUCTURE BY OTHERS IN THIS CASE. O/C <4 FRAMING PLAN FOR CORNER CONDITIONS �� ° i i PLAN FOR ADDITIONAL z � "I •• SPACING EXTERIOR SHEATHING STRAP AROUND 4 U INFO O TYPICAL FILLED CELL NAIL PER PLAN TALLER STUD) SIDE VIEW @ BASE OF POST W/ 3000 psi CONC: SEE PLAN FOR W I' O U ° W/(1) #5 REBAR VERT. CONNECTION , VERIFY W/ PLAN FOR 2x BRG WALL, SEE DO CORNER COLUMN FRAMING a a SEE FRAMING PLAN FOR REQ'D LOCATIONS PLAN FOR STUD SIZE & II 1 11 W BEARING WALL LOCATIONS. 3/4 -1 -0 oC g SEE BEARING WALL CMU WALL AS REQ'D SPACING. MIN (2) 2x SEE FLOOR PLAN FOR W=1 SCHEDULE FOR REQUIRED �' PER PLAN UNDER GIRDER TRUSS MORE BRG. WALL INFO U CONNECTIONS, STUD f U.N.O. U� SPACING, AND BLOCKING . 2" TITEN HD ANCHORS W/ 2x BLOCKING PRE-ENG.TRUSS PER m 0 (4) EQSPACED PLAN, 24" O.C. MAX c~n Z G REQUIREMENTS I MIN. 13" EMBEDMENT FOR HOLLOW v Q Q m ROOFING MATERIAL Q z o BLOCK OR 3 1/2" EMBEDMENT FOR SOLID (2) 2x TOP PLATE SIMPSON LSTA24 EACH PER ARCHS BLOCK. MAX. 6" FROM TOP AND BOTTOM STUD T U- n TO W w OR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" ATTACH 2x SEE FRAMING PLAN O U) U r. 2x BRG WALL 'SEE PRE -ENG. ROOF BUILT-UP W/ 2 z FROM TOP AND BOTTOM AND 12" O.C. O FOR CONNECTION O W w r. # I" PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 0 2 U M - E BETWEEN INFO T U SPACING. MIN (2) 2x STAGGERED @ 811 Q iz F, P7 BASE PLATE UNDER GIRDER TRUSS SEE PLAN FOR O.C. SEE ELEVATION 0 J 0 W z o � T CP .'_ U.N.O. CONNECTION TOP OF MASONRY w �'" z ¢ z > _j � m U— CD SEE ARCH PLANS FOR I" L.L. J O ~ �' o ° 10 BEARING/ SHEARWALL CONNECTION TO CMU fiFf�SECTION @ DOUBLE BEARING fiFlkSTEP @ BEARING FRAME WALL o " .,'' OVERHANGINFO I_ LU W U m cc p g w o 3/4"=V-01. 3/4"=1'-011 3/4"=1'-0" z o=� w E U hZPw — �URO RE. ELEV. o W ¢ m < � o FOR O.H. TYP. SINGLE TIE -BEAM O W V ZZ 3 O o W/ (1) #5 CONT. U = O T - GROUT SOLID `[ to z Cn w PRE-ENGINEERED cc 0- Q M PRE -CAST LINTEL PER PLAN OPENING WATERPROOFING BY BUILDER/ OTHERS. WINDOW/DOOR P.T. BUCK FASTENER SCHEDULE TRUSSES PER PLAN @ SIZE TAPCONS SPACING # ROWS 1 x4 3/16" x 2 1/4" 12" O.C. 1 FLOOR PLAN /1 11 2 4" G2 11 1x8 3/16" x 1/4" 12" O.C. 2 o 2x4 3/16" x 3 1/4" 12" O.C. 1 (i) W LLj 3/16° x 3 1/411 " 2x8 3/16" x 3 1/4" 12" O.C. 2 ---- OPENING SIZE AND CLIPS AT BASE ARE REQ'D. im__ TRUSSES PER PLAN @ WINDOW PER > NOTES: 24" O. C. MAX. --� DOUBLE 2x TOP PLATE FLOOR PLAN z_ Q 0 m o TYP. TRUSS TO FRAME IF REQ'D, PROVIDE p (i) W LLj a 1. 2x SYIP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT, FACE OF CONNECTION PER STD CLOSURE WALL w/ -' W .J CONNECTION NOTES SINGLE TOP AND BASE PRECAST CONC. OR POWERS STEEL SILL z W > PLATE w/ (2) 16d NAILS W WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE EXT. SHEATHING ATTACHED I \ y TO TRUSS. STUDS C� TYP. Cc$ ALL WINDOWS w = Z N PER NAILING SCHEDULE FROM II 24" O.C. & EXT. W W TOP OF KNEEWALL TO BOTTOM SHEATHING INSTALLED oW . j OR SP2 CLIPS AT TOP AND SP1 I I PER NAILING PATTERN , EXT FINISH PER PLAN z r W .'�.• MAIN FLOOR NOTES: m V LOCATION PER PLAN 1. 2x SYIP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT, FACE OF I=_ F- Cl (C < (TYP). WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE 4" FROM ENDS AND 1.6" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE .'�.• MAIN FLOOR O W m D MASONRY WALL PER OF BUCK. 2x BLOCKING CRICKET AS REQUIRED ELEV 0'-0" CM ZM PLAN (TYP). 2, BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR "' '. °'. OCD EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO MIN 2x4 STUDS @ 16" CONC. SLAB - VERT REINF. BEYOND z 0 CL pr CM STRUCTURE BY OTHERS IN THIS CASE. O/C MAIN SPAN ROOF SEE FOUNDATION _ m P.T. BUCKS PER 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO 2x P.T. PLATE TRUSS PLAN FOR MORE INFO I �-� I— I �� j �� - w p BLDG DESIGN: "" SCHEDULE EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS 471-i m STRUCTURAL ENG BED STAGGERED @ 12" O.C: AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK. 1/2`' x 8" A.B. OR TITEN HD 32" 11 a �= MASONRY WALL PER -- _-....- DRAF MAX. 2 PLIES OVER INITIAL P.T. BUCK. O.C. & 6 FROM EA. END, ) -� �- PLAN m = -DESIGN: --- 4. MIXING OF ix AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME CENTER ON BASE PLATE U STRUCT JB ____.. __________.____._ ..___..__...._._ ___ ......_-_ OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS UPLIFT CONNECTOR SEE FOUNDATION 7 QC CHECK EA (FASTENING) ARE MET. : ' (SEE SCHEDULE) DETAILS FOR FTG INFO _._ _.._._.__ ..._ __._. _._._.._....__._ 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID TOP KNOCK OUT (n JOB No. PSQ-0204922 GROUTED CMU. COURSE W/ (1) #5MASONRY WALL PER `C SCALE:T AS INDICATED 6. WINDOW OR DOOR INSTALLATION BY OTHERS CONT. PLAN t' ---- - w DATE: 04/06/2018 10 2x BUCK DETAIL F'I KNEEWALL ABOVE MASONRY WALL S01 TYPICAL ONE STORY CMU WALL SECTION 111=1'-0" 3/4"=1'-01 LU pC U) SD1h 1/2"=V-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. WASHER. AT SLAB '! 4, �® } CONTRACTOR TO FIELD VERIFY WHICH / � p` Q cc DOWNS, EMBED. m 0 CONDITION IS REQUIRED. CONTACT EOR p MUST BE 7 W BELOW U_ OC U_ FOR ADDITIONAL INFO AS REQ'D DOOR STEP = m SIMPSON A23 @ EACH A35 DIAGONAL TO MAINTAIN 3 1/4" V --- T GABLE BRACE TO PLATE TRUSS BOT. CHORD GABLE BRACING + UP TO 4'-8" WHERE O.H. IS > V-0", DROP GABLES CLEARANCE BETWEEN V 1/2" J -BOLTS w/ T-0" < H6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" INSIDE FACE OF CMU WASHERS (MIN, 6" 2x4 SYP #2 BRACING STRONGBACK W/ (2) 2x4 BRACE SIMPSON HGA10 @ 48" SIMPSON HGA10 @ 48" EMBED) MIN. 6" FROM 24" O.C. FOR FALSE BM 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK w/ OUTLOOKERS @ 24" O.C. TO RUN V-0" MAX PLYOOD CANT. O.H. J -BOLT EACH END AND 32'" O.C. MAX. O ATTACHMENT w/ (3) 10d � O.C. O.C. NOTE: ALL GABLE ADJ. BAYS @ EA. DIAG. AS SHOWN. FASTEN BACK TO 1 ST COMMON TRUSS WITH SEE ELEV. FOR = io 2x8 P,T. PLATE, CANT. ¢ M 2x TOP PLATE TO U FOR BRACING IS TO BE ROOF SHEATHING 70 BLOCKS W/ 8d NAILS @ (3) 12d TOENAILS. CONNECT TO O.H. SIZE (2) ROWS 12d NAILS SURFACEo NAILS @ 6 O.C. m ONNECREQ'D T ONS SHEATHING NOT REQ'D STUD U.N.O. SEE BEARING 0- PROVIDE 16d NAILS SHEATHING NOT REQ'D SYP#2 OR BETTER 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS DROP GABLE WITH H2.5 CLIP. MAX GABLE END TRUSS 70 �"- BEAM IF REQ'D w/ (3) STAGGERED @ 12" 10d COMMON NAILS W/ SIMPSON SP2 TYP. z WOOD WALL SCHEDULE ON m w_ TO BE CONT. @ THE _..._.w _..__ TO BE CONT. @ THE REQ'D) 2'-0" O.M. W U - 8" O.C. TOP AND BOTTOM IF 05 HEADER IS NOT FLUSH > rGEO�GABLE END @ FLAT CEILING CONNECTIONS _ SP4 TOP of CRIPPLE AT AGAINST TOP PLATE °� STRAP LOCATION * WHEN STUD LENGTH °' 2x4 ATTACHED TO EA. TRANSITION FROM NOTES & CONNECTOR 3/4"=1'-0.. TRANSITION FROM IS < 12" USE LSTA30 Lj o O.C. EA. FACE OR (3) BEAM TO GABLE WALL TO GABLE o O _ ROWS 12d NAILS TRUSS TRUSS U F— STAGGERED C 12° z CONT. 2x4 O.C. FOR 2X10 OR a GREATER HEADER DOUBLE 2x TOP PLATE 2x4 DIAGONAL BRACE z @48" O.C. TO 3RD BAY LSTA30 HEADER TO o FASTEN SIDE WALL REQ'D w/ STUDS U.N.O. I BEAM PER PLAN SHEATHING PER PLAN. �` STRONGBACK, SEE o (5) 16d NAILS CHART_ DOWNFRAME TO BRACE 70 �'� DOOR SIM TO ` EXT. SHEATHING; BLOCKING GABLE BRACING (+) WF01/SD3SIMPSON N H10A SIMPSON H10A ATTACH PER PLAN SEE CHART 2X STUDS TYP. o DIAGONAL TO BEAM DIAGONAL TO TOP _ PLATE PROVIDE 2x4 BRACE ATTACH JAMB STUDS w EAM ON N ECTI ON BEAMCONNECTION B �-+ TO EA. ADJ. DIAG. STRONGBACK IF PER WF08/SD3 _ �r�rry�alldl�®�` FRAME WALL CONNECTION FASTEN TO DIAG, READ PER BASE PLATE TO BE W r` ►3 ® ®� � W/(2) 16d NAILS. CHART ATTACHED TO FTG o'° ��i�..••••••®®®��s�°.® a r GABLE BRACING C� USING 1/2" O J -BOLTS •• •• - 00 48" O.C. NOT REQ'D A GABLE END OR EPDXY ANCHOR @� 0 0'40 0 ` ® � o Z 6' FROM EAVES SHEATHING 6 FROM EA. END OF z Cow eC• Q .- w �K " .-.i FASTEN PER BASE PLATE & WALL "� m ®� W 0 LAN. OPENINGS & 32 O.C. �J• r W/ 7" MIN EMBED. & 2" `•®•�` ®+•®®®�� ! • ®® w WASHER. AT SLAB '! 4, �® } CONTRACTOR TO FIELD VERIFY WHICH / � p` Q cc DOWNS, EMBED. m 0 CONDITION IS REQUIRED. CONTACT EOR p MUST BE 7 W BELOW U_ OC U_ FOR ADDITIONAL INFO AS REQ'D DOOR STEP = m SIMPSON A23 @ EACH A35 DIAGONAL TO MAINTAIN 3 1/4" V --- T GABLE BRACE TO PLATE TRUSS BOT. CHORD GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED CLEARANCE BETWEEN V 1/2" J -BOLTS w/ T-0" < H6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" INSIDE FACE OF CMU WASHERS (MIN, 6" 2x4 SYP #2 BRACING STRONGBACK W/ (2) 2x4 BRACE AND CENTERLINE OF EMBED) MIN. 6" FROM 24" O.C. FOR FALSE BM w W J -BOLT EACH END AND 32'" O.C. MAX. O ATTACHMENT w/ (3) 10d � CONNECTION DETAIL z TOENAILS EA. END = io 2x8 P,T. PLATE, CANT. ¢ M 2x TOP PLATE TO U FOR 0 Om FOR CLG. NAILING 3 U GABLE END W/ 16d SURFACEo NAILS @ 6 O.C. m ONNECREQ'D T ONS 2X CRIPPLES Ccs 16" O.C. STUD U.N.O. SEE BEARING 0- PROVIDE 16d NAILS FRAMING FOR FALSE i �L GABLE END TRUSS 70 �"- BEAM IF REQ'D w/ (3) BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < HA 7'-0" (1) 2x4 BRACE T-0" < H6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < 1-1618'4' STRONGBACK W/ (2) 2x4 BRACE GABLE 2x4 BRACE LEGEND SHEET FOR MORE WITH (2) 10d NAILS INFORMATION NOTE: REQUIRED NUMBER OF aKING STUDS PER THE HEADER PLATE @ 12" O.C. MAX. HGA10 ® 32" O.C. (1) A23 FROM 10d NAILS Q EA. 2x4 BRACE IF REQ'D TRUSS BRACE SEE CHART. DIAGONAL BACK TO TIE BEAM COURSE w/ 2x4 STUDS @ 24" O.C. DIAGONAL CMU WALL OR LINTEL (1) #5 CONT. w/ SINGLE BASE & TOP 10d COMMON NAILS ---__ PLATE w/ PLYWOOD FALSE BM PER PLAN BELOW IF REQ'D 6" O.C. SHEATHING COVERING O GABLE VERTICAL .... OPENING H P.T BASE PLATE u - O J SEE GABLE � c► ¢ O W CONNECTION DETAIL ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** FOR 0 Om SP4 @ BASE OF EA. 0 C) ONNECREQ'D T ONS 2X CRIPPLES Ccs 16" O.C. STUD U.N.O. SEE BEARING 0- , 10d COMMON NAILS W/ SIMPSON SP2 TYP. z WOOD WALL SCHEDULE ON m w_ _..._.w _..__ .._ _._. W U - 8" O.C. TOP AND BOTTOM IF 05 HEADER IS NOT FLUSH > rGEO�GABLE END @ FLAT CEILING CONNECTIONS _ SP4 TOP of CRIPPLE AT AGAINST TOP PLATE °� STRAP LOCATION * WHEN STUD LENGTH °' 2x4 ATTACHED TO EA. w NOTES & CONNECTOR 3/4"=1'-0.. GABLE 2x4 BRACE LEGEND SHEET FOR MORE WITH (2) 10d NAILS INFORMATION NOTE: REQUIRED NUMBER OF aKING STUDS PER THE HEADER PLATE @ 12" O.C. MAX. HGA10 ® 32" O.C. (1) A23 FROM 10d NAILS Q EA. 2x4 BRACE IF REQ'D TRUSS BRACE SEE CHART. DIAGONAL BACK TO TIE BEAM COURSE w/ 2x4 STUDS @ 24" O.C. DIAGONAL CMU WALL OR LINTEL (1) #5 CONT. w/ SINGLE BASE & TOP 10d COMMON NAILS ---__ PLATE w/ PLYWOOD FALSE BM PER PLAN BELOW IF REQ'D 6" O.C. SHEATHING COVERING O GABLE VERTICAL .... J 2ND 2x4 BRACE IF � c► ¢ w REQ'D, SEE CHART ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** - 0 Om W A -A GABLE VERTICAL BRACING 2x6 2X CRIPPLES Ccs 16" O.C. W 10d COMMON NAILS W/ SIMPSON SP2 TYP. z W U ° 8" O.C. TOP AND BOTTOM IF 05 HEADER IS NOT FLUSH > rGEO�GABLE END @ FLAT CEILING CONNECTIONS rGEO�GABLE END BRACING SP4 TOP of CRIPPLE AT AGAINST TOP PLATE °� STRAP LOCATION * WHEN STUD LENGTH °' A w 3/4"=1'-0.. 3/4"=1'-Q" IS < 12" USE LSTA30 Lj o o O U F— z CMU WALL CONNECTION CLEAR SPAN CONNECTION GABLE VERTICAL .... 2ND 2x4 BRACE IF � c► ¢ w REQ'D, SEE CHART ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** - 0 Om W A -A GABLE VERTICAL BRACING 2x6 2X CRIPPLES Ccs 16" O.C. W 10d COMMON NAILS W/ SIMPSON SP2 TYP. z U ° 8" O.C. TOP AND BOTTOM IF 05 HEADER IS NOT FLUSH > rGEO�GABLE END @ FLAT CEILING CONNECTIONS rGEO�GABLE END BRACING SP4 TOP of CRIPPLE AT AGAINST TOP PLATE °� STRAP LOCATION * WHEN STUD LENGTH °' A d 3/4"=1'-0.. 3/4"=1'-Q" IS < 12" USE LSTA30 Lj o STRAPS AT EA. STUD ❑ WRAPPED OVER TOP U J PLATE & NAILED 70 cc U IN ° HEADER EA. SIDE W/ Z °° — d` (11) 10d NAILS ❑ ' ,, `�I.+' ¢ Z SP4 TOP OF CRIPPLE AT r, O W �w STRAP LOCATION z W U tr w T (2) ROWS 12d NAILS 06 °� ❑ T o STAGGERED @ 12" O.C. o � � w z - -N7 c EA. FACE OR (3) ROWS W z > cri ' .G 12d NAILS STAGGERED w Q Z¢ O -a W, C� 12 O.C. FOR 2X10 � — - m -. OR GREATER HEADER _ � � Q_N O m SEE HEADER � J W Z¢ 0� m z a SCHEDULE FOR w I— ❑ = z w E HEADER CONNECTION z I"" 0 ¢ ¢ w ¢J � INFORMATION ¢ W ,S OC w � 3 O W ( Z 0m LSTA30 HEADER TO v Z O STUDS U.N.O. `_ (n z_ �— FILLING AND BLKING o a -.—.....,... AS REQ'D W/ (2) ROWS o Z N OF 12d @ 16" O.C. TO HEADER UNO 4Fn � � M 2x4 SYP #2 BLOCKING O H �" 2X STUDS TYP. z C( 0 C� 48" O.C. MAX. W/ (3) TRUSSES AT 24" O.C. p � J 12d TOE -NAILS @ EA. ROOF SHEATHING PER END. REDUCE PLAN ATTACH PER TYP. NON -LOAD STRUCTURAL ATTACH JAMB STUDS O U) W W p BEARING WALL PER SIMPSON DTC @ 48" PER WF08/SD3 W J SPACING TO 24" O.C. NAILING SCHEDULE PLAN. STUDS C� 24" SHEATHING ❑ W �' WALLS CARRYING O.C. ATTACH W/ (6) 8d LOADS SUCH AS O.C. MAX. STUD NAILS (MAX. 1" ATTACHED PER r� z rC F � 11 SPACING TO BE NAILING SCHEDULE BASEPLATE O G � = - W CABINETS OR HEAVY VERTICAL GAP ATTACHED TO FTG w SHELVING REDUCED DOWN TO BETWEEN 12" LONG USING 1/2" J -BOLTS OR W W 16" O.C. MAX. @ BLOCK & TRUSS TYP. NON -LOAD 2x4 #2 SYR CONT. W/DOOR EPDXY ANCHOR @ 6" z Li SIMPSON DTC @ EACH LOCATIONS CARRYING BOTTOM CHORD/ BEARING WALL PER (2) 16d COMMON OPENING TRUSS BLOCKINGPLAN. STUDS @ 24" NAILS EA. STUD OR FROM EA. END OF BASE ¢ Q W d HORIZONTAL BLOCK _ ---, LOADS SUCH AS .) PLATE & WALL LOCATION. ATTACH W/ CABINETS OR HEAVY REDUCE DTC SPACING O.C. MAX. STUD TRUSS MEMBER, OPENINGS & 32" O.C. W/_- H a Q (6) 8d NAILS (MAX. 4" SHELVING. TO 24" O.C. FOR — N SPACING TO BE TYP. (MAX. 24" O.C.). 7" MIN EMBED PER BRG y U Q _ VERTICAL GAP WALLS CARRYING r REDUCED DOWN TO IF MASONRY, USE (2) WALL SCHEDULE. AT O 'W7hein Q BETWEEN 12 LONG HOLD TOP OF LOADS SUCH A5 16 O.C. MAX. @ 1/4" TAPCONS W/ SLAB STEP DOWNS, 0 Ix CM Z BLOCK & TRUSS NON -LOAD BEARING CABINETS OR HEAVY LOCATIONS CARRYING MIN. 2" EMBED. @ 24" EMBED. MUST BE 7" w 'r BOTTOM CHORD/ - i� z Q M TRUSS BLOCKING. WALL DOWN 1-z SHELVING LOADS SUCH AS O,C MIN. BELOW STEP �o..aNs BELOW BOTTOM OFCABINETS OR HEAVY U) 2x BLOCKING x 12" TRUSS BOTTOM 2x BLOCKING 12" SHELVING. TRUSS OR ROOF P.T BASEPLATE nw BLDG DESIGN --- CHORD. LONG @ TRUSS U) STRUCTURAL ENG: BED LONG C� HORIZONTAL SYSTEM _ LOCATION FOR CLIP _.. _.._._� BLOCKING LOCATION = w DRAFTING FOR CLIP `� ATTACHMENT, 48" WOOD/MASONRY NOTE: CONTRACTOR TO NAIL m -DESIGN: --- rt 1st KING STUD INTO HEADER STRUCT: JB_ ATTACHMENT. ATTACH ., O.C. ATTACH TO WALL WALL OR TRUSS, SP4 � BASE OF EA. v SINGLE TOP PLATE W / HOLD TOP OF SEE PLAN PER HEADER SCHED. THEN = OC CHECK EA TO WALL SINGLE TOP STUD U.N.O. SEE _ _ _ NON -LOAD BEARING REQATT'D. ADDtT'L KINGS AS cn JOB No. - -- PSQ-0204922 cc PLATE W /MIN. (4) 8d MIN. (4) 8d NAILS. BEARING WALL NAILS. WALL DOWN 1 2" SCHEDULE ON NOTES & _j BELOW BOTTOM OF __-- ------------- ---.__ - ..,---- SINGLE 2x TOP PLATE TRUSS BOTTOM CONNECTOR LEGEND ¢ SCALE: AS INDICATED SHEET FOR MORE INFO. o DATE: 04/06/2018 SINGLE 2x TOP PLATE CHORD. AF�2NON-BEARING WALL (PARALLEL TRUSS) D02 LEDGER @ LOW ROOF fiFO TYPICAL HEADER DETAIL W 1/2"=V-0" 3/4"=1'-01" 1/211=1 1-011 Cr F- • --COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SD2 I II 1I . _:I I L i 2x4 BLOCKS, (2) 16d NOTE: CUT BACK 2x8 4 LINTEL (SEE PLAN) NAILS @ EA. END. PRECAST LINTEL PER P.T. @ TOP TO ALLOW SEE TYPICAL HEADER BLOCK ADJ. BAYS @ PLAN CONT. 2x4 BLOCKING 7/16" O.S.B.EA. SIDE FRAMING DETAILS FOR EA.DIAG. AS SHOWN. SHEATHING PER PLAN AROUND CURVE. MIN. ADDITONAL FASTEN ROOF 2 TAPCON ANCHORS INFORMATION SHEATHING TO V-0" MAX PLYWOOD CANT. O.H. MASONRY WALL PER 2x8 (HEADER CAN BE BLOCKS w/8d NAILS SEE ELEV. FOR SEE PLAN EITHER UPSET OR @ 6" O.C. O.H. SIZE DOWNSET) 2x8 W/ (2) 16d TOE 2x BLK'G. TO O.S.B. Wf WHERE O.H. 15 > V-0", NAILS EA. END .DROP END GABLE. w/ ARCH PER ELEV (2) - 8d EACH END 2x W/ (2) 16d TOE NAILS OUTLOOKERS @ 24" 2x SPF CONT. HEADER PER —�' EACH END p O.C. TO RUN BACK TO BLOCKING ATTACH TO LOCATION 1 ST COMMON TRUSS 7/16" OSB W/ (2) 8d(3) 16d COMMON W WITH (3) 12d TOENAILS, NAILS END VIEW W/ CMU NAILS (TYP.) , CONNECT TO DROP GABLE WITH H2,5 CLIP. 7/16" OSB EA: SIDE, W/ HEADER (SEE PLAN) N MAX 2'-0"' O.H. 6d NAILS @ 16" O.C. TO I SIDE & TOP NAILER O 2x4 SPF CONT. BLOCKING ATTACH TO o CONT. 2x4 7/16" O.S.B. EA. SIDE 7/16" OSB W/ (2) 8d 5 16d NAILS BRACE �� 2x4'S @ 24" O.C. NAILS N rr m ,rllill1 111 O 2x BUCK PER DETAIL 7/16" OSB EACH SIDE, D ��® t1 '®�® wCO TO BLOCKING ,� ®. 4/ �, n' 2x BLK G. TO O.S.B. W/ �j' GABLE END MD04/5D1 ARCH PER ELEV W/ 6d NAILS @ 16" O.C. +°. •°"��®® .®` / "� PROVIDE 2x4 BRACE (2) - 8d EACH END "4i rn s Y o 00 SHEATHING FASTEN TO SIDE & TOP NAILER «• •r ,�, w TO EA. ADJ. DIAG. 2x BUCKS, �r 0 �S PER PLAN Co (,'ro. z FASTEN TO DIAG:w/(2) V C5 SPLICE AS REQ'DEND VIEW W/ WOOD :v ° 16d NAILS. LU SIMPSON H10A DIAG. ®®®®•�••.. �4 �Q pC fiFO ARCH WINDOW FRAMING DETAILS o .,®®®o®I ;�1�®� TO BLOCKING q 3/4 -1 0 w / ®� m LL LL lull I-- NOTES: w O Ail GABLE BRACING @ 48" PROVIDE 2x BLOCKING 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN W 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION z FOR NAILING O W O.C. MAX. 45° FROM 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) EDGE DISTANCE HORIZONTAL (+/- 10°) 2 1/2" EDGE OUTSIDE (2) 2x4's PER DETAIL � Q 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +!- 1/4" > BRACE NOT REQUIRED „ O 1 EDGE 1 1/2 EDGE �``a 6' FROM EAVES. d TRUSS PER PLAN - - - - Uj SEE PLAN FOR14d x 3" COMMON z 10d x 3" SUPPORT AND TIE w O DOWN OF JACK 01 Z _jTRUSSES p 21/2" o w O Q PROVIDE BLOCKING z © w2 1/4" O �, z 2 s BETWEEN TRUSS BAYS 1 1/2° z - z U I_ @ 48" O.C. FOR FIRST 3 r iv N a w w FR BAYS SEE GABLE WALL PER PLAN N cn D _ 7:7 CONNECTION DETAIL N 10d x 3" COMMON 00 J d (FRAME WALL SHOWN; ao w a FOR REQ'D MAY ALSO BE CONNECTIONS 9 � MASONRY) 10d x 3" COMMON OPP. C7 c7 O © n ***NOTE. GABLES SPANNING LESS TITAN 8' DO NOT REQUIRE BRACING*** SIDE c 1odx3"OPP. SIDE oc � U (n WIr t!) GABLE END @ FLAT CEILING W/ BOSTON HIP a00 00 X (G'EO� Q 3/4"=1'-0" 10d x 3" COMMON DISTANCE PER OPP. SIDE DETAIL p W (2) W's (2) 2x6's (2) 2x8's INSIDE PLY NAILS NAILED AT 8" O/C 0 (2) 2X COLUMN STAGGERED, OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2X'5 U O ° FO TYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN CLA' 2x6 COLLAR TIE HALF WAYui 1-1/2"=1'-0" OC 8 o UP HEIGHT OF VALLEY. p FASTEN w/ (5) 10d COMMON I w U NAILS @ EACH END TYP. I o °c J oc -- — D 2x6 RAFTER TO 2x8 RIDGE ) p Q Z BOARD W/ A35 ON ONE SIDE ¢ z OF RAFTER. ATTACH A35 ON I C3 co ADJ RAFTER TO OPP SIDE z W W V r tw- (AS SHOWN) - 7 q Q �S�°'��r o J FASTEN SYP OR SPF 2X6 (MIN. - - - - y - - - - - - - - w Z COQ O Ci J � � WIDTH) PLATE THRU O.S.B Lq` �� SHEATHING (THICKNESS PER �Fy JQ' PLAN) TO PRE -ENG TRUSS I=- W W � cn EEO < `� c JOQD>'o � BELOW W/ 1/4"x4-1/2" J Z¢ O w o SIMPSON SDS SCREWS 2x6 w 2X8 RIDGE BOARD Z O t w Lu O E PLATE TO TOP CHORD OF FASTEN CONY. 2x VALLEY RAFTER z l- W U < ¢ W g � EACH TRUSS BELOW 2x6's @ 24 FRAMING (OR PRE -ENG VALLEY TRUSSES) O.C. MAX. TO 2x PLATE WITH SIMPSON MTS12 OR 0 W z s ° M LSTA12 CONNECTORS ((5) 8d NAILS) @ EA. U W w o (C"F�01 FIELD FRAMED VALLEY DETAIL RAFTER TO PLATE CONN. a = ° f z — 1/2"=1'-0,, O 2x STUDS @ 16" O.C. FOR KNEE WALL o W F LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT O O N BUILDER NOTE: O ROOF SHEATHING FOR STRAP 2 SOFFIT FRAMING NOT 0 REQUIRED WITH ALUMINUMCONT. ROOF SHEATHING NAIL PER PLAN F z ; 0 CO OR VINYL SOFFITS D PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END ; a W Li o �OVF Scge OV SC ROOF SHEATHING, p (/) k� Req TO ROOF SHEATHING, 24-< �9g6'TO FASTEN PER PLAN �� D TO TOP CHORDS OF TRUSSES BELOW WHEN o W J ; FNO j0T FASTEN PER PLAN FNO AT `� O BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS 4 z ;� W T'yp SSS r1'0 SSS BELOW AND CONNECT w/ HTS20 @ 32" O.C. D W Foy °y_ U) 2x4 FRAMING @ 24 = Z I L O PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW � „ O.C.MAX:. , , 4 , �`, ` p W O W � O.C.OVIDE (4) 10d x 3" 2x4 FRAMING @ 24 H A � � ¢ � W a MAX.. Q 2x SCAB w/ 10d NAILS J O 2x PLATES OVER ROOF DECK PER VALLEY I-' @ 4" O.C. PROVIDE (4)10d x3" NAILS AT JOINT \ FRAMING DETAIL ( I- _Cl cc 4 PER -ENG TRUSSES NAILS AT JOINT B H A 0 i NOTE: PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.C. DOUBLE 2x4 TOP NAIL FItL.0 nv:� I HLL.tu PLATE LENGTHS MUST PENETRATION OF WITHIN 48" OF SPLICE PLATE TOP PLATE TO FRAME BE AT LEAST 8'-0" MORE THAN 50% OF THEN (2) ROWS 10d NAILS PROVIDE 2x4 ON TOP WALL OR PRE - LONG. TYP. TOP PLATE WIDTH @ 8" O.C: OTHERWISE OF 2x8 TO PAD OUT ASSEMBLED WALL INSTALL SIMPSON TOP PLATE. ATTACH PANEL W/ (2) 1 Od NAILS PSPN516Z W/ (12) 16d W/ (2) 10d NAILS 3" Q.C. @ 8" O.C. (FOLLOW NAILING NAILS TYP. TOP & BOT. (SOLID BLOCK W/ 2x6) z + • ATTACH 2x4 STUDS TO REQUIREMENTS THIS w 2x4 #2 SYP P.T. TRUSS PER PLAN + (2) 1 Od NAILS @ 3" O.C.TOP PLATE W/ (3) 12d DETAIL FOR ALL TOP 0 PLATE SPLICE BLOCKING @ 24" O.C. WITHIN 48" OF SPLICE TOE -NAILS TYPICAL AT LOCATIONS) LU TRUSS PER PLAN W/ (2) 12d END NAILS + THEN (2) ROWS 10d ALL LOCATION @ EACH END DTC CLIP, (2) 8d NAILS NAILS @ 8" O.C. INTO BLOCKING, (2) OTHERWISE 2x4 WALL BEYOND TRUSS PER PLAN 3/16" x 2 3/4" TAPCONS AGAINST 2x8 STUDS N z IN CMU. OR SIMPSON A8„ ATTACHED PER O META16 @ 24" O.C. (WF08/SD3) �, . I'_ . • OVERLAP TOP PLATE AT CORNER y TOP SPLICE @ coo air®v�Marrrr�®� tj DOUBLE 2X4 TOP DTC CLIP, (2) 8d NAILS PLATE ATTACH 2x8 STUDS TO o ®°�.•.••a®/V �, LAY 2x4 BLOCKING � •� ` NAIL BOTTOM PLATE w,�' ~ r��d6 U j co TO EACH PLY OF BUILT INTO BLOCKING, (2) 24" O.C. OVER THE TOP PLATE W/ (4) 12d UP COLUMN BELOW W/ ••®• Y 00 MASONRY WALL OR .. 3/16 x 2 3/4" TAPCONS LINTEL PER PLAN TOP OF THE BOTTOM ATTACH 2x4 STUDS TO TOE -NAILS TYPICAL ° �. 6 LU LINTEL SEE PLAN p, CHORD. ATTACH W/ 2 O c`' a -a Z U2 1Od NAILS w TOP PLATE W/ (3) 12d w a, �t ®�' c IN CMU. OR SIMPSON O . , AT ALL LOCATION 10d NAILS @ EACH META16 TOE -NAILS TYPICAL AT _ TRUSS 24" O.C. ALL LOCATION TOP SPLICE cin @.: J STD CONDITION @CMU BEARING CONDITION @CMU WALL SPLICE OVER DOUBLE 2x8 TOP TOP PLATE CORNER TRANSITION •• ®,amr ®.•°��'�®�` zBOTTOM STUD PLATE pe�roi �K P pct ¢ 0 CLl UJ LL SIMPSON DTC, (2) 8d 2x4 BLOCKING (2) 12d fiF6 TYPICAL TOP PLATE SPLICE @ BRG. WALL TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) NAILS INTO BLOCKING, NAILS, TOENAILED TRUSS PER PLAN (4) 8d NAILS TO TOP EACH END.AT 24O.C. ROOF SHEATHING 3/4"=1'-0" O " PLATE PER PLAN 0 O W TRUSS PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS > Q INTO BLOCKING, (4) 8d 0 Ca (2) 16d TOE NAILS NAILS INTO TOP PLATE 0- z 2x4 SYP #2 BLOCKING, BRACE TO LEDGER F_ @ 24" O.C. W/ (2) 12d 2x4 LEDGER W/ (2) 10d DOUBLE TOP PLATE END NAILS @ EACH NAILS @ EACH WEB END. MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL 1� NAIL SHEATHING AT FRAME WALL BOTTOM PLATE & D H WHEN CLOSURE WALL EXTERIOR SHEATHING. 1 SHEATHING INSTALLED VERTICALLY AT FLOOR SYSTEM (I -JOIST OR SYSTEM42 / FLAT IS 3FT OR TALLER - 2x Z 2x DBL TOP PLATE (- " , , ,-, o-, o D= NAIL SPACING WALL SHEATHING PER ATTACH PER PLAN 2 OR HORIZONTALLY TRUSS TOP & BOTTOM USING 1 ROW OF 8d NAILS @ o 0 0 o 0 0 SYP#2 BOTTOM g BEYOND71 ) O �, 1 Y -I-1 PER NOTE #2 w PLAN LU FROM TOP OF WALL w z 3" O.C. SEE WS10 AND WS11 FOR ADDITIONAL INFO. `` D SHEATHING PER PLAN a Z BLOCKING REQ'D w TO BOTTOM - - - - - - - - - - - - z O r A I w 2 NAIL AT DOUBLE TOP PLATE USING 2 ROWS OF 8d J_VA2x WALL, SEE PLAN 24"' O.C. MIN (2) TRUSS 1 - - - - - Tl- - -TI ` ` 1T -` I f-` WALL SPLICE, FIELD w z � Q NAILS @ 3" O.C. O WALL DOUBLE TOP I D/2 L I O O BAYS W/ (3) 12d TT 2x8 #2 SPF STUDS AT 11 5 I I I1 I I VERIFY IF REQUIRED c% s w 0 I -- TOENAILS EACH END. 16" O.C. o ~ U. _ NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS PLATE PER PLAN 0 I J I 11 1 I w w 0 `.- @ 3" O.C. IN HORIZONTAL CONDITIONS z STD CONDITION @FRAME WALL ATTACH 2x4 LEDGER a s O � DOUBLE NAIL EDGE SPACING ¢ � W/ (3) 12d NAILS @ 2x8 #2 SYP PT. BASE III J I— - J1 - - - .-- °' U' Z = ® NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C. C EACH STUD PLATE W/ 1/2" x 8" I LI III I I I { WALL SHEATHING O w U.N.O. PLANS. STAGGER ALL VERT. PANEL JOINTS w U) ° ANCHOR BOLT OR z (4)10d NAILS @ EA. „ III I11 11 I1 Il SPLICE, SEE SPLICE SHEATHING PER PLAN 3/8" a. W BLOCKING TO MASONRY WALL OR TITEN HD 32 O.C. & I (I III (( L I I 5 PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO S- NAIL SPACING a DETAIL. MAX 1/8 � - ¢ 6 FROM EACH END OPENING SPACE BETWEEN r w HEADER W/ 8d NAILS @ 3 O.C. (2) ROWS @ TOP & �► S S PER NOTE #1 z III III I 4 I I PANELS = c~n BOTTOM "' _ o - o _ p- _ PLATE LINTEL SEE PLAN p W III II II II IICO co TRUSS PER PLAN TRUSS PER PLAN VAULTED CONDITION CMU 111 TYP. I (I 1 I I 11 � p z oc SINGLE NAIL EDGE SPACING [i EXTERIOR SHEATHING O 77 (2)1 Od NAILS TO III AROUND 111 I I I I 11 2x STUDS BEYOND; LL O � � BOTTOM CHORD OPENING III III Ii I I (I SEE PLAN FOR MORE a PROVIDE PIECE OF @ EACH END OFIII (I I I I I I I INFO w z O SHEATHING BETWEEN Z O� am BLOCKING _ III 71- (I I I I I I I I w w= EXTERIOR WALL ¢ 2x4 SYP #2 FLAT I I I I I I I I 1111 11 11 I I cn ¢ SHEATHING &BLOCKING. (2)1 Od NAILS TO BLOCKING, @ 24" O.C. I I_IL - -i - ALL _ .Ll - - 1L - _IL_ 0 _ � O SHEATHING TO HAVE BOTTOM CHORD W/ (2) 12d END NAILS - _ - - 00 SAME THICKNESS & @EACH END OF @ EACH END. O U 0 STRENGTH ORIENTATION BLOCKING _ FLOOR SYSTEM -- oc w AS EXTERIOR WALL WALL SHEATHING PER - - - sk SHEATHING PLANJOINT, CUT TO FIT 2x BOTTOM PLATE STUD PER PLAN MAX. 1/8" GAP 2x WALL, SEE PLAN 1 OPENING SIZE BEYOND SEE PLAN ALTERNATE BLOCKING @FRAME CONDITION SHEATHING DIAGRAM 2x6 BLOCKING PLACED (2) Rows OF 8d NAILS F1 EXTERIOR SHEATHING SCHEDULE FLATWISE W/ (2) 16d NAILS EACH END @ 3" O.C. TOP & BOT. OF SHEATHING SPLICE 05 O ° UCL g 0 Utio o Q Z O� am ¢ z LL O z W UJ w T' 0 N W O. 0 W J o r FO NON-BEARING WALL CLIP DETAIL_ 3/4°=1'-0" SCALE: 3/4"=1'0" GYPSUM WALLBOARD SHEATHING SPLICE DETAIL ¢ p 0 M LU z`�OmL`L0 'mF_ JV~0�-o c o� CC 't W Zao�Mw a W F— Z OZF-wRp l-- W ¢c <W � It W z C0 0 � 0o z .� 2x6 SYP #2 LEDGER. w SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR 2x4 #2 SPF BLOCKING @ 24" O.C. 41/2" SIMPS SDS 1/4" X a- Q M MORE INFO & MORE INFO & w/ (2) 16d END NAILS XX CONNECTION CONNECTION EACH END x SCREWS @ 16" O.C. z a �. MAX.; ~ (� ++ TO GABLE END STUDS J EXTERIOR WALL/TRUSS o `" 2x12 BOX HDR w/ 2x8's TOP &BOT., 2x8 TO 2x8 #2 SPF VERTICAL 2x4 #2 SPF w/ (2) 1/4" X 31/2" SIMPS. 8 co W � p SDS SCREWS @ 16" W 2x12 w/ I Od X 3" NAILS @ 24" O.C. w/ EXT. BLOCKING @ 24" O.C. -i LU O.C. MAX.; z'�, W @ 6" O.C. 2x12 AT SHEATHING PER w/ (2) 16d END NAILS WALL TO PRECAST NAILING SCHEDULE & EACH END TO MASONRY G 2x6 W 0 Q W �1 LINTEL w/ (2)ROWS OF + ++ + + (4) 12d NAILS EACH 12 PT SYP #2 LEDGER w/ = Z N SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF (2) 1/4 x 2 3/4 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. 7 X X -TRUSS MEMBER X X MORE INFO & + , ROOF SHEATHING 4 (MIN.) TAPCONS AT 12" O.C. 0 IW 0 = 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 1 Od NAILS @ CONNECTION + + SIMPSON H3 CLIP ¢ dr = W d STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL SEE WALL CLIP DETAIL � �----- SHEATHING PLAN I— i i TRANSOM BETWEEN FOR MORE INFO 2x4 SYP #2 LEDGER. (4) 1Od NAILS FOR (f CC a TOENAILS INTO OTHER TRANSOM BETWEEN 05. / CONVFRAMED _ i I TRUSS 2x8 #2 SPF VERTICAL 2x8 #2 SPF VERTICAL TO STUDS OR BEAM wV Q LINTELS LINTELS LINTEL PER PLAN @ 24" O.C. w/ EXT. @ 24" O.C. w/ EXT. (2) 1/4" X 41/2" SIMPS. MEMBERS ONLY O W m G LINTEL PER PLAN i i SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN SDS SCREWS @ 16 H -52x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. SHEATHING PER _ SHEATHING PER O.C. MAX.; NAILING SCHEDULE & NAILING SCHEDULE & TO GABLE END STUDS z Q co w/ (2) 1/4" x 3 1/2 w/ (2) 1/4" x 3 1/2" �. (4) 12d NAILS EACH TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. ` ' T S NAILS EACH w/ (2) 1/4" X 31/2" SIMPS. U) a" a N TRUSS MEMBER TRUSS MEMBER (TOP 3'-0" MAX cn SPACED EVENLY SPACED EVENLY AND BOTTOM CHORDS SDS SCREWS @ 16" FASCIA PER o BLDG DESIGN: --- VERTICALLY VERTICALLY ALONG W/ WEBBING) O.C. MAX.; COMMUNITY SPECS c STRUCTURAL ENG BED TO MASONRY w/ 2x4 PT 2x6 2X8 w/ (2) 1 Od NAILS @ 2x4 SYP #2 OR w DRAFTING: POCKET SGD EACH VERTICAL SYP #2 LEDGER w/ 1/4" -DESIGN: 2x8 w/ 2 1 Od NAILS @ 2x8 w/ (2) 1 Od NAILS @ 2x8 w/ (2) 1 Od NAILS @ PRE-ENGINEERED O ATTACHMENT BY POCKET SGD EACH VERTICAL x 2 3/4" TAPCONS @ 12" ROOF TRUSSES @ 24" F- STRUCT: JB POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL O.C. U ------ -- - ATTACHMENT BY BUILDER ATTACHMENT BYO.C. MAX. QC CHECK: EA - - - - --- — ATTACHMENT BY VERTICAL SHINGLE ONLY JOB No. PSQ-0204922 BUILDER BUILDER BUILDER. SIMPSON H3 CLIP DESIGNED FOR I- -1 --- — 11 S01 HEADER @ POCKET SLIDER W/ TRANSOM S02 HEADER @ POCKET SLIDER W/ TRANSOM S03 HEADER @ POCKET SLIDER SO HEADER @ POCKET SLIDER 60 TYPICAL SHED ROOF DETAIL sca�E:-_— As INDICATED �w DATE: 04/06/2018 1/2"=1'4" 1/2"=1'-0" 1/2"=1'-0" 1/2' -0" 1/2' -0 0 w cc ' cn H NTA CONSULTING & DESIGN OF WMR & ASSOCIATES LLC. An use duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SD4 --COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MO CO SU y p p Y SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED ROOF TRUSSES @ 24 O.C. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. TYPICAL TRUSS TO FRAME CONNECTION. SEE STANDARD MIN 2x4 SPF #2 STUDS WINDOW AS @ 16" O.C. SEE PLAN MTSC40 POST ABV, TO SCHEDULEDFOR MORE INFO. POST BELOW U.N.O. EXTERIOR FINISH PER J1 PROVIDE SOLID PLAN INT. FINISH PER PLAN BLOCKING WITHIN FLR. rz T AT PRE-ENGINEERED TRUSS STRAP - SEE PRE-ENGINEERED SHEATHING PER `� ••' ••• t� '.w w FRAMING PLAN FOR FLOOR SHEATHING & • ROOF TRUSS - SEE ROOF TRUSS - SEE NAILING PER FLOOR DETAIL WF10/SD4 d� 'A cc Y o FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR 2x STUDS , SEE . � = Z _ FRAMING NOTES •' V LOCATION &SPACING - LOCATION &SPACING FRAMING PLAN FOR • O® Q 1 STRUCTURAL COL PER 's STRUCTURAL COL PER 2x4 #2 SYP BLOCKING SPACING AND GRADE '� �� w Q SYSTEM O M CH PLAN FOR SIZE AND @ 48" O.C. W/ (2) 12d AND SEE ARCH PLAN p -y�� ®Q•- �` = Z 0 FRAMING PLAN FOR PLAN FOR SIZE AND REQ'D # OF STUDS TOENAILS EACH END TO VERIFY SIZE oc '®� • ®� Q oC COL. DIMENSION REQ'D # OF STUDS O ®s P O 2x BOTTOM PLATE W/ CONNECTIONS 2x BOTTOM PLATE W/ ®/0"t/111111�a�® L_j MID -SPAN BLOCKING REFER TO PLAN FOR DOUBLE 2x TOP PLATE �--- DOUBLE 2x TOP PLATE 2x4 #2 SYP ANGLE (2) 12d @ 12 O.C. m U.N.O. (2) 12d AT 12" O.C. BUILT-UP COLUMN AGAINST TRUSS _ 2x BOTTOM PLATE 2x BOTTOM PLATE (1) ROW 8d NAILS @ 3" F- 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 p BEARING WALL PER ATTACHED PER ATTACHED PER TO BOTTOM PLATE/ z SEE DETAILS W510, NAILING SCHEDULE END z WS11 OR WS13 FOR PLAN BEYOND TOP CHORD ADDITIONAL FLOOR TRUSSES SEE COLUMNS NAILING SCHEDULE NAILING SCHEDULE O W PLAN FOR DEPTH AND MID -HEIGHT BLOCKING OR FIELD FRAME 2x4 SS O PRE -ENG FLOOR T INFORMATION THIS DIRECTION SYS. 42 FLOOR pC Li SHEET PER BEARING WALL SIMP. HTT4 KNEE WALL, STUDS NOTE: ALL FLOOR SCHEDULE W/(18) 16d x 22" NAILS (MAX)SES 24" O.C. 16" O.C. W/ (2) 16d NAILS w TRUSSES TO BE P.T. IF TO POST (U.N.O. ON @ EACH END, TRUSS TO COLUMN BASE _ NO MOISTURE CONNECTION PER FRAMING PLAN) & 8" ` CMU W/ STRAP PER I' BARRIER (FELT PAPER PLAN ALL THREAD W/7" MIN. \ STANDARD CONNECTOR OR SIM IS PROVIDED BEARING BEAMDUS NG SIMP. SET STRAP CENTERED \ °.l NOTES ¢ REFER TO FLOOR TRUSS SEE MASONRY WALL PER (1) ROW 8d NAILS @ 3" SEE PLAN FOUNDATION PLAN EPDXY FLOOR TRUSS PER BETWEEN COLUMN PLAN O.C. WALL SHEATHING PLAN AND GIRDER/BEAM FRAMING PLAN FOR FOR FTG. CONNECTION INFO. NOTE: ALL FLOOR TO BOTTOM PLATE w BOND BEAM = — — INFORMATION PROVIDE SOLID BELOW W/ (22) 10d TRUSSES TO BE P.T. IF 118" GAP BETWEEN d z =I I I—III" BLOCKING BELOW SEE DETAIL WSI ITHIS NAILS _ FLOOR SYSTEM DRAFT I I=I •,, FLOOR GIRDER OR NO MOISTURE SHEATHING &CMU Q ' I— COL. EVEN WITHIN SHEET FOR MORE INFO O STOPPING AT 1000 SQ = ___ — I=) MASONRY WALL SEE BEAM; SEE PLAN BARRIER (FELT PAPER 2x4 PT SILL PLT. IF U f FT MAX: DRAFT = I I=III= FLOOR TRUSS OR SIM IS PROVIDED KNEEWALL p PLAN 0- FOR MORE INFO z LINTEL AS PER PLAN STOPPING MATERIALSfi—S,0*< Lr , 'a MIN THICKNESS SHALL S03 TYPICAL TWO STORY COL. @ GfRDER TYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. @HIGH BEAM TWO STORY PARALLEL FLOOR CONNECTION Et WD. HD. HT. BE 1/2 GYP BOARD OR � W SEE PLAN 15/32" OR 7/16" OSB. 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 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_ SEE PLAN FOR MORE _ - (2) SIMPSON LSTA18 O W STRAPS CENTERED @ z FLOOR W/ (14) 10d Q SEE FLOOR FRAMING A A NAILS o U o SPECIFICATIONS PLAN FOR FLOOR - SYSTEM INFO. A � w ''11 � EXT FINISH PER PLAN SOLID SHEATHING @ SOLID SHEATHING @ ATTACH 2x STUDS W/ (3) 2x STUDS _ V J M ° HEADER HEADER (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. U SIMPSON SP4 W/ (6) ,� SIMPSON SP4 W/ (6) STRAPS CENTERED @ z a VERT REINF. BEYOND ��'<<s 10d x1-1/2" @ 24" O.C. G<<�y� 10d x1-1/2" @ 24" O.C. FLOOR W/ (14) 10d ° SIMPSON LSTA24 tiFFr (USE SP6 2x6 STUDS SIMPSON LSTA24 FT (USE SP6 @ 2x6 STUDS NAILS ' CALIFORNIA CORNER A -A © Z MASONRY WALL PER ,,� STRAP W/ (22) 1 O & SP8 @ 2x8 STUDS) STRAP W/ (22) 10d & SP8 @ 2x8 STUDS) (2) SIMPSON LSTA18 ¢ Z ctlm PLAN NAILS. BEND STRAP NAILS. BEND STRAP (2) SIMPSON META16 STRAPS CENTERED @ W OVER TOP PLATE MAX. OVER TOP PLATE MAX. FLOOR TRUSS TO FLOOR W/ (14) 10d ►� ��.� CONC. SLAB - (2) 2x SPF TOP PLATE 2) 2x SPF TOP PLATE O W r SEE FOUNDATION 3", THEN RUN DOWN U.N.O. ON PLAN 3", THEN RUN DOWN U.N.O. ON PLAN MASONRY WALL NAILS z W U w PLAN FOR MORE INFO FACE OF JAMB STUDS/ FACE OF JAMB STUDS/ (3) 2x STUD PACK - M -1 E I HEADER -SEE 2ND E- � FIN. FLR. HEADER HEADER - SEE 2ND HEADER EXT. SHEATHING ATTACH PER NAILING ¢ 06 J p U5 cn �. FLOOR PLAN FOR MIN. U 0'-0" FLOOR PLAN FOR MIN. FLUSH W/ FACE OF SCHEDULE O � (3 w z o M c " HEADER SIZE & REQ'D "'""" _j f— z > r EXTERIOR SHEATHING HEADER SIZE & REQ'D JAMB STUDS MASONRY ATTACHED W Z ¢ O � °.' i ATTACH 2x STUDS W/ ''� CO U_ cn GRADE FROM TOP OF WALL JAMB STUDS PER NAILING _ O H U j= ti c TO BOT. (RIBBON/ EXTERIOR SHEATHING SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. F- J 0 >- e, FROM TOP OF WALL (4) 2x STUDS = = O O Q d; W SEE FOUNDATION BEAM) ATTACHED PER 1/8 GAP BETWEEN STANDARD CORNER A -A F= W CA co = O c DETAILS FOR FTG INFO NAILING SCHEDULE IF HEADER IS UPSET TO BOTTOM OF FLOOR SHEATHING AND Z °� O ?s w 0 AND WINDOW IS SYSTEM (RIBBON / p = z W z E (2) 2x SILL AT WINDOW LOWER: (1) 2x SILL BEAM) ATTACHED PER IF HEADER IS UPSET MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE O z I-- W Y O W/ 2x CRIPPLE STUDS NAILING SCHEDULE. AND WINDOW IS MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR ¢ I— O U ¢ 'W" PLATE W/ (2) 10d SYSTEM IS 18 TO 36 DEEP USE MST066 W/ 60 16d p I— Q W (D AT EA. END NAILED TO LOWER: (1) 2x SILL PLAN , „ , , cc W f•- O � TOENAILS. EXT. STUD PACK W/ 10d PLATE W/ (2) 10d SINKERS AND (14) /4 X2 /4 TITENS TO MASONRY O LJ.I Z �' o HEADER OPENINGS 6S_6�TYPICAL TWO STORY SECTION - SYSTEM 42 NAILS @ 8" O.C. THEN LESS THAN 4FT:(1) 2x TOENAILS. EXT. Q � �--� 2 O T STUDS @ 16" O.C. SILL PLATE V11/ (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 - -----� TOENAILS AT EA. ENDS ILL PLATE W/ (2) 10d OF SILL (MAX OPEN"G 2x SILL PLATE W/ A35 (2) 2x SILL AT WINDOW TOENAILS. OPENING 0 Z N WIDTH 4'-0"). USE A35 CLIPS EACH SIDE Wl2x W/ 2x CRIPPLE STUDS LARGER THAN 4FT: (2) FLOOR SHEATHING & SHEATHING PER 3/4 FLOOR SHEATHING SHEATHING PER PLAN [L 0 Cl) DETAIL WF10/SD4 ATTACHED PER ATTACH PER NAILING CLIP AT EA, END FOR CRIPPLES @ 16" O.C. 2x SILL PLATE W/ A35 NAILING PER FLOOR �.. H SHEATHING PER PLAN AT EA. END NAILED TO NAILING SCHEDULE SCHEDULE z OPENINGS GREATER W/ 2 10d TOENAILS CLIPS EACH SIDE W/ 2x FRAMING NOTES. 2x STUDS ,SEE z Q ATTACH PER NAILING O STUD PACK W/ 10d THAN 4' BUT LESS T&B (PLYWOOD �� CRIPPLES @ 16" O.C. FRAMING PLAN FOR UNDER WINDOWS AND 2x STUDS ,SEE o > J NAILS @ 8 O.C. THEN ¢ M SCHEDULE, THAN 6' SHEATHING REQ'D W/ (2) 10d TOENAILS SPACING AND GRADE GIRDERS: BLOCK FRAMING PLAN FOR O W W O CONTINUOUS FROM STUDS @ 16 O.C. T&B (PLYWOOD SOLID BETWEEN SPACING AND GRADE -' W J SIMP. HTT4 T&B) ATTACH SILL W/ (2) 10d AND SEE ARCH PLAN p W i* TOP OF TOP PLATE TO SHEATHING REQ'D SYS. 42 FLOOR TO VERIFY SIZE RIBBONS W/ SIMPSON AND SEE ARCH PLAN z O GIRDER TRUSS PER BOTTOM PLATE. W/ (18) 10d x 22" NAILS SEPARATE SHEATHING TOENAILS AT EA. END TO POST (U.N.O. T&B) TRUSSES @ 24" O.C. A35 EA. END TO VERIFY SIZE PLAN UNDER WINDOW OF SILL (MAX OPEN'G _ Q 2x BOTTOM PLATE W/ 2x BLOCKING FOR 2x BOTTOM PLATE W/ W WIDTH 4 0) USE A35 (MAX) (2) 12d @ 12" O.C. SHEATHING/ DRYWALL (2) 12d @ 12 O.C. W 0 W BEARING WALL PER FRAMING PLAN) & $" "' PLAN ALL THREAD W/ 7" MIN. CLIP AT EA. END FOR ATTACHMENT W/ (2) (1) ROW 8d NAILS @ 3" p Jcc DOUBLE BOTTOM EMBEDMENT INTO TIE OPENINGS GREATER - (1) ROW 8d NAILS @ 3 z (�0. PLATE BEAM USING SIMP. SET THAN 4' BUT LESS O.C. WALL SHEATHING' EA. END F- V O.C. WALL SHEATHING ¢ 'Q W EPDXY TO BOTTOM PLATE/ TO BOTTOM PLATE (2) H5 EA. FLOOR THAN 6 TOP RIBBONI=- H 2x SYP #2 RIBBON (MIN TRUSS TO DOUBLE 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS W/ (4) W _ BOTTOM PLATE, SLIT 2x TOP & BOT. 2x4) TO TRUSS W/ (4) 16d NAILS; BOTTOM 0 W �C m C1 FLOOR DECKING TO RIBBONS, CONT. '` RIBBON TO BE PT IF ClO Im 16d NAILS; BOTTOM N Z SEE TRUSS LAYOUT ACCOMMODATE \ "� NOTE: ALL FLOOR (1) SIMPSON LSTA30 RIBBON TO BE PT IF BRG DIRECTLY ON z Q M FOR HANGER STRAP BRG DIRECTLY ON CMU CMU O a- CL N TRUSSES TO BE P.T. IF STRAP CENTERED .... NO MOISTURE BARRIER(2) ROWS 8d NAILS @ I (2) ROWS 8d NAILS @ w BLDG DESIGN: ..- OR (FELT PAPER OR SIM) IS AND GIRDER/BEAM FOR FLOOR l.: 3" O.C. WALL SEE PLAN FOR 3" O.C. TYP. WALL � STRUCTURAL ENG: BED„ 2x RIBBON PROVIDED BELOW W/ (22) 10d CONNIECTION MASONRY WALL PER SHEATHING TO SIMPSON META16 AT CANTILEVER SHEATHING TO EA. w DRAFTING: BLOCKING W/ (4) 16d SEE FRAMING PLAN L: BOTTOM RIBBON MASONRY OR MTS12 RIBBON = -DESIGN: OR (3) 16d TOENAILS IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR NAILS PLAN 1/8" GAP BETWEEN AT WOOD FRAME NOTE: ALL FLOOR v-STRUCT: JB ' FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION NOTE: ALL FLOOR - JB -------- CMU WALL BELOW PER DETAIL INCDICATED ON SHEATHING & CMU WALL FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING FLOOR GRIDER OR TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF QC CHECK: EA REQ'D ON EITHER SIDE OF WALL, IF WF02/SD6 BELOW JAMBS BEAM NO MOISTURE TRUSS TO CMU W/ MASONRY OR FRAME NO MOISTURE �- (A JOB No. PSQ-0204922 BARRIER (FELT PAPER STRAP PER STANDARD WALL PER PLAN BARRIER (FELT PAPER _jTRUSS PER PLAN IS INDICATED, BASE STRAPS ARE REQ'D ON MASONRY WALL SEE BOTH SIDES OF THE WALL PLAN FOR MORE INFO OR SIM IS PROVIDED CONNECTION NOTES OR SIM IS PROVIDED Ir - SCALE: AS INDICATED z w DATE: 04/06/2018 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 CONNECTION65 W 3/4"=1'4" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0 3/4"=1'-0" OC to H COPYRIGHT MCD 2015 The information contained in this document its copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. SD5 ..�',_...•_ : CONNECTOR NOTES TYPICAL TRUSS TO H FRAME CONNECTION. z SEE STANDARD REFER TO PLAN FOR p CONNECTOR NOTES BUILT-UP COLUMN w INFO, cc BEARING PRE -ENG. FLOOR w SEE PLAN SYSTEM - IF NO FLOOR N SYSTEM INSTALL z KNEEWALL & PROVIDE 0 SOLID BLOCKINGLU ~ DBL. TOP PLATE UNDER COLUMN SEE ARCHITECTURAL ABOVE cF"o PLAN FOR OVERHANG HDR. PER PLAN INFO BAND JOIST & BLKG OR LVL GIRDER p %N��r111111111�ge�� Uj co °�+4„ i°•®�'3i�j�``' �'••. .• MIN 2x4 SPF #2 STUDS WINDOW AS @ 16" O.C. SEE PLAN MTSC40 POST ABV, TO SCHEDULEDFOR MORE INFO. POST BELOW U.N.O. EXTERIOR FINISH PER J1 PROVIDE SOLID PLAN INT. FINISH PER PLAN BLOCKING WITHIN FLR. rz T AT PRE-ENGINEERED TRUSS STRAP - SEE PRE-ENGINEERED SHEATHING PER `� ••' ••• t� '.w w FRAMING PLAN FOR FLOOR SHEATHING & • ROOF TRUSS - SEE ROOF TRUSS - SEE NAILING PER FLOOR DETAIL WF10/SD4 d� 'A cc Y o FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR 2x STUDS , SEE . � = Z _ FRAMING NOTES •' V LOCATION &SPACING - LOCATION &SPACING FRAMING PLAN FOR • O® Q 1 STRUCTURAL COL PER 's STRUCTURAL COL PER 2x4 #2 SYP BLOCKING SPACING AND GRADE '� �� w Q SYSTEM O M CH PLAN FOR SIZE AND @ 48" O.C. W/ (2) 12d AND SEE ARCH PLAN p -y�� ®Q•- �` = Z 0 FRAMING PLAN FOR PLAN FOR SIZE AND REQ'D # OF STUDS TOENAILS EACH END TO VERIFY SIZE oc '®� • ®� Q oC COL. DIMENSION REQ'D # OF STUDS O ®s P O 2x BOTTOM PLATE W/ CONNECTIONS 2x BOTTOM PLATE W/ ®/0"t/111111�a�® L_j MID -SPAN BLOCKING REFER TO PLAN FOR DOUBLE 2x TOP PLATE �--- DOUBLE 2x TOP PLATE 2x4 #2 SYP ANGLE (2) 12d @ 12 O.C. m U.N.O. (2) 12d AT 12" O.C. BUILT-UP COLUMN AGAINST TRUSS _ 2x BOTTOM PLATE 2x BOTTOM PLATE (1) ROW 8d NAILS @ 3" F- 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 p BEARING WALL PER ATTACHED PER ATTACHED PER TO BOTTOM PLATE/ z SEE DETAILS W510, NAILING SCHEDULE END z WS11 OR WS13 FOR PLAN BEYOND TOP CHORD ADDITIONAL FLOOR TRUSSES SEE COLUMNS NAILING SCHEDULE NAILING SCHEDULE O W PLAN FOR DEPTH AND MID -HEIGHT BLOCKING OR FIELD FRAME 2x4 SS O PRE -ENG FLOOR T INFORMATION THIS DIRECTION SYS. 42 FLOOR pC Li SHEET PER BEARING WALL SIMP. HTT4 KNEE WALL, STUDS NOTE: ALL FLOOR SCHEDULE W/(18) 16d x 22" NAILS (MAX)SES 24" O.C. 16" O.C. W/ (2) 16d NAILS w TRUSSES TO BE P.T. IF TO POST (U.N.O. ON @ EACH END, TRUSS TO COLUMN BASE _ NO MOISTURE CONNECTION PER FRAMING PLAN) & 8" ` CMU W/ STRAP PER I' BARRIER (FELT PAPER PLAN ALL THREAD W/7" MIN. \ STANDARD CONNECTOR OR SIM IS PROVIDED BEARING BEAMDUS NG SIMP. SET STRAP CENTERED \ °.l NOTES ¢ REFER TO FLOOR TRUSS SEE MASONRY WALL PER (1) ROW 8d NAILS @ 3" SEE PLAN FOUNDATION PLAN EPDXY FLOOR TRUSS PER BETWEEN COLUMN PLAN O.C. WALL SHEATHING PLAN AND GIRDER/BEAM FRAMING PLAN FOR FOR FTG. CONNECTION INFO. NOTE: ALL FLOOR TO BOTTOM PLATE w BOND BEAM = — — INFORMATION PROVIDE SOLID BELOW W/ (22) 10d TRUSSES TO BE P.T. IF 118" GAP BETWEEN d z =I I I—III" BLOCKING BELOW SEE DETAIL WSI ITHIS NAILS _ FLOOR SYSTEM DRAFT I I=I •,, FLOOR GIRDER OR NO MOISTURE SHEATHING &CMU Q ' I— COL. EVEN WITHIN SHEET FOR MORE INFO O STOPPING AT 1000 SQ = ___ — I=) MASONRY WALL SEE BEAM; SEE PLAN BARRIER (FELT PAPER 2x4 PT SILL PLT. IF U f FT MAX: DRAFT = I I=III= FLOOR TRUSS OR SIM IS PROVIDED KNEEWALL p PLAN 0- FOR MORE INFO z LINTEL AS PER PLAN STOPPING MATERIALSfi—S,0*< Lr , 'a MIN THICKNESS SHALL S03 TYPICAL TWO STORY COL. @ GfRDER TYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. @HIGH BEAM TWO STORY PARALLEL FLOOR CONNECTION Et WD. HD. HT. BE 1/2 GYP BOARD OR � W SEE PLAN 15/32" OR 7/16" OSB. 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 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_ SEE PLAN FOR MORE _ - (2) SIMPSON LSTA18 O W STRAPS CENTERED @ z FLOOR W/ (14) 10d Q SEE FLOOR FRAMING A A NAILS o U o SPECIFICATIONS PLAN FOR FLOOR - SYSTEM INFO. A � w ''11 � EXT FINISH PER PLAN SOLID SHEATHING @ SOLID SHEATHING @ ATTACH 2x STUDS W/ (3) 2x STUDS _ V J M ° HEADER HEADER (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. U SIMPSON SP4 W/ (6) ,� SIMPSON SP4 W/ (6) STRAPS CENTERED @ z a VERT REINF. BEYOND ��'<<s 10d x1-1/2" @ 24" O.C. G<<�y� 10d x1-1/2" @ 24" O.C. FLOOR W/ (14) 10d ° SIMPSON LSTA24 tiFFr (USE SP6 2x6 STUDS SIMPSON LSTA24 FT (USE SP6 @ 2x6 STUDS NAILS ' CALIFORNIA CORNER A -A © Z MASONRY WALL PER ,,� STRAP W/ (22) 1 O & SP8 @ 2x8 STUDS) STRAP W/ (22) 10d & SP8 @ 2x8 STUDS) (2) SIMPSON LSTA18 ¢ Z ctlm PLAN NAILS. BEND STRAP NAILS. BEND STRAP (2) SIMPSON META16 STRAPS CENTERED @ W OVER TOP PLATE MAX. OVER TOP PLATE MAX. FLOOR TRUSS TO FLOOR W/ (14) 10d ►� ��.� CONC. SLAB - (2) 2x SPF TOP PLATE 2) 2x SPF TOP PLATE O W r SEE FOUNDATION 3", THEN RUN DOWN U.N.O. ON PLAN 3", THEN RUN DOWN U.N.O. ON PLAN MASONRY WALL NAILS z W U w PLAN FOR MORE INFO FACE OF JAMB STUDS/ FACE OF JAMB STUDS/ (3) 2x STUD PACK - M -1 E I HEADER -SEE 2ND E- � FIN. FLR. HEADER HEADER - SEE 2ND HEADER EXT. SHEATHING ATTACH PER NAILING ¢ 06 J p U5 cn �. FLOOR PLAN FOR MIN. U 0'-0" FLOOR PLAN FOR MIN. FLUSH W/ FACE OF SCHEDULE O � (3 w z o M c " HEADER SIZE & REQ'D "'""" _j f— z > r EXTERIOR SHEATHING HEADER SIZE & REQ'D JAMB STUDS MASONRY ATTACHED W Z ¢ O � °.' i ATTACH 2x STUDS W/ ''� CO U_ cn GRADE FROM TOP OF WALL JAMB STUDS PER NAILING _ O H U j= ti c TO BOT. (RIBBON/ EXTERIOR SHEATHING SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. F- J 0 >- e, FROM TOP OF WALL (4) 2x STUDS = = O O Q d; W SEE FOUNDATION BEAM) ATTACHED PER 1/8 GAP BETWEEN STANDARD CORNER A -A F= W CA co = O c DETAILS FOR FTG INFO NAILING SCHEDULE IF HEADER IS UPSET TO BOTTOM OF FLOOR SHEATHING AND Z °� O ?s w 0 AND WINDOW IS SYSTEM (RIBBON / p = z W z E (2) 2x SILL AT WINDOW LOWER: (1) 2x SILL BEAM) ATTACHED PER IF HEADER IS UPSET MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE O z I-- W Y O W/ 2x CRIPPLE STUDS NAILING SCHEDULE. AND WINDOW IS MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR ¢ I— O U ¢ 'W" PLATE W/ (2) 10d SYSTEM IS 18 TO 36 DEEP USE MST066 W/ 60 16d p I— Q W (D AT EA. END NAILED TO LOWER: (1) 2x SILL PLAN , „ , , cc W f•- O � TOENAILS. EXT. STUD PACK W/ 10d PLATE W/ (2) 10d SINKERS AND (14) /4 X2 /4 TITENS TO MASONRY O LJ.I Z �' o HEADER OPENINGS 6S_6�TYPICAL TWO STORY SECTION - SYSTEM 42 NAILS @ 8" O.C. THEN LESS THAN 4FT:(1) 2x TOENAILS. EXT. Q � �--� 2 O T STUDS @ 16" O.C. SILL PLATE V11/ (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 - -----� TOENAILS AT EA. ENDS ILL PLATE W/ (2) 10d OF SILL (MAX OPEN"G 2x SILL PLATE W/ A35 (2) 2x SILL AT WINDOW TOENAILS. OPENING 0 Z N WIDTH 4'-0"). USE A35 CLIPS EACH SIDE Wl2x W/ 2x CRIPPLE STUDS LARGER THAN 4FT: (2) FLOOR SHEATHING & SHEATHING PER 3/4 FLOOR SHEATHING SHEATHING PER PLAN [L 0 Cl) DETAIL WF10/SD4 ATTACHED PER ATTACH PER NAILING CLIP AT EA, END FOR CRIPPLES @ 16" O.C. 2x SILL PLATE W/ A35 NAILING PER FLOOR �.. H SHEATHING PER PLAN AT EA. END NAILED TO NAILING SCHEDULE SCHEDULE z OPENINGS GREATER W/ 2 10d TOENAILS CLIPS EACH SIDE W/ 2x FRAMING NOTES. 2x STUDS ,SEE z Q ATTACH PER NAILING O STUD PACK W/ 10d THAN 4' BUT LESS T&B (PLYWOOD �� CRIPPLES @ 16" O.C. FRAMING PLAN FOR UNDER WINDOWS AND 2x STUDS ,SEE o > J NAILS @ 8 O.C. THEN ¢ M SCHEDULE, THAN 6' SHEATHING REQ'D W/ (2) 10d TOENAILS SPACING AND GRADE GIRDERS: BLOCK FRAMING PLAN FOR O W W O CONTINUOUS FROM STUDS @ 16 O.C. T&B (PLYWOOD SOLID BETWEEN SPACING AND GRADE -' W J SIMP. HTT4 T&B) ATTACH SILL W/ (2) 10d AND SEE ARCH PLAN p W i* TOP OF TOP PLATE TO SHEATHING REQ'D SYS. 42 FLOOR TO VERIFY SIZE RIBBONS W/ SIMPSON AND SEE ARCH PLAN z O GIRDER TRUSS PER BOTTOM PLATE. W/ (18) 10d x 22" NAILS SEPARATE SHEATHING TOENAILS AT EA. END TO POST (U.N.O. T&B) TRUSSES @ 24" O.C. A35 EA. END TO VERIFY SIZE PLAN UNDER WINDOW OF SILL (MAX OPEN'G _ Q 2x BOTTOM PLATE W/ 2x BLOCKING FOR 2x BOTTOM PLATE W/ W WIDTH 4 0) USE A35 (MAX) (2) 12d @ 12" O.C. SHEATHING/ DRYWALL (2) 12d @ 12 O.C. W 0 W BEARING WALL PER FRAMING PLAN) & $" "' PLAN ALL THREAD W/ 7" MIN. CLIP AT EA. END FOR ATTACHMENT W/ (2) (1) ROW 8d NAILS @ 3" p Jcc DOUBLE BOTTOM EMBEDMENT INTO TIE OPENINGS GREATER - (1) ROW 8d NAILS @ 3 z (�0. PLATE BEAM USING SIMP. SET THAN 4' BUT LESS O.C. WALL SHEATHING' EA. END F- V O.C. WALL SHEATHING ¢ 'Q W EPDXY TO BOTTOM PLATE/ TO BOTTOM PLATE (2) H5 EA. FLOOR THAN 6 TOP RIBBONI=- H 2x SYP #2 RIBBON (MIN TRUSS TO DOUBLE 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS W/ (4) W _ BOTTOM PLATE, SLIT 2x TOP & BOT. 2x4) TO TRUSS W/ (4) 16d NAILS; BOTTOM 0 W �C m C1 FLOOR DECKING TO RIBBONS, CONT. '` RIBBON TO BE PT IF ClO Im 16d NAILS; BOTTOM N Z SEE TRUSS LAYOUT ACCOMMODATE \ "� NOTE: ALL FLOOR (1) SIMPSON LSTA30 RIBBON TO BE PT IF BRG DIRECTLY ON z Q M FOR HANGER STRAP BRG DIRECTLY ON CMU CMU O a- CL N TRUSSES TO BE P.T. IF STRAP CENTERED .... NO MOISTURE BARRIER(2) ROWS 8d NAILS @ I (2) ROWS 8d NAILS @ w BLDG DESIGN: ..- OR (FELT PAPER OR SIM) IS AND GIRDER/BEAM FOR FLOOR l.: 3" O.C. WALL SEE PLAN FOR 3" O.C. TYP. WALL � STRUCTURAL ENG: BED„ 2x RIBBON PROVIDED BELOW W/ (22) 10d CONNIECTION MASONRY WALL PER SHEATHING TO SIMPSON META16 AT CANTILEVER SHEATHING TO EA. w DRAFTING: BLOCKING W/ (4) 16d SEE FRAMING PLAN L: BOTTOM RIBBON MASONRY OR MTS12 RIBBON = -DESIGN: OR (3) 16d TOENAILS IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR NAILS PLAN 1/8" GAP BETWEEN AT WOOD FRAME NOTE: ALL FLOOR v-STRUCT: JB ' FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION NOTE: ALL FLOOR - JB -------- CMU WALL BELOW PER DETAIL INCDICATED ON SHEATHING & CMU WALL FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING FLOOR GRIDER OR TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF QC CHECK: EA REQ'D ON EITHER SIDE OF WALL, IF WF02/SD6 BELOW JAMBS BEAM NO MOISTURE TRUSS TO CMU W/ MASONRY OR FRAME NO MOISTURE �- (A JOB No. PSQ-0204922 BARRIER (FELT PAPER STRAP PER STANDARD WALL PER PLAN BARRIER (FELT PAPER _jTRUSS PER PLAN IS INDICATED, BASE STRAPS ARE REQ'D ON MASONRY WALL SEE BOTH SIDES OF THE WALL PLAN FOR MORE INFO OR SIM IS PROVIDED CONNECTION NOTES OR SIM IS PROVIDED Ir - SCALE: AS INDICATED z w DATE: 04/06/2018 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 CONNECTION65 W 3/4"=1'4" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0 3/4"=1'-0" OC to H COPYRIGHT MCD 2015 The information contained in this document its copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. SD5 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 EXTERIOR SHEATHING — - --- FROM TOP OF WALL TO BOTTOM OF SILL PLATE ATTACH PER TRUSS PER PLAN I---------------------.---------•� NAILING SCHEDULE AL ROOF SHEATHING ISIMPSON H2.5 EA. ( ATTACH PER NAILING HANGER BY OTHERS(TRUSS I SCHEDULE PRE-ENGINEERED _ I ( TRUSS PER PLAN 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 (2) 2x SYP #2 BUILT-UP STUD - --- I MIN. 2x6 #2 SYP CONT. LEDGER W/ (2) %4"x3-1/2" COLUMNS TRUSS PER PLAN I AL SDS WOOD SCREWS @ FASTEN ROOF v=1'-0" I 16" O.C. MAX. & 3" r FROM EA. END - USE W W @ 6" O.C. LEDGER PER PLAN I PECESS LEDGER INTO (3) SCREWS FOR 24" I SIMPSON LUS26. USE O.C. I LUS26-2 FOR 2PLY u A.% 2 W w �!/ Ci! ° BLOCKING '``-- (TRUSS. VERIFY W/ ®:►. Z ®z I TRUSS 16d NAILS EACH 1-® N Q U (TIRUSS SHOP RAWINGS L---- J 2x8 SYP #2 LEDGER W/ — Uj (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT IMPSON --- —_— -------- MIN. (4) 16d NAILS TO 2x4 SYP #2 DIAGONAL ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN 45° FROM EACH STUD (AT EACH HORIZONTAL BRACE w/ (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SDS SCREWS OPT. TRUSS RECESS SIDE OF G.T. USE (4) LEDGER 6' FROM EAVES. ABOVE STUDS ABOVE TO 16d NAILS) MAX. PER PLAN D01 LEDGER @ GIRDER SCHEDULE X603 LEDGER @ OPEN TO BELOW ' STUDS ABOVE ARE 3/4"=1'4" 12 3/4"=1'-0" SEE ARCHS FOR ROOF 2x8's MIN. SPF #2 @ 16" OR LSTA18 TO 2x4 LEDGER W/ (2) •° EXTERIOR WALL SHEATHING & O.C. MAX W/ MID POINT PER PLAN 1 O NAILS @ 16" O.C. WATERPROOFING AND NAILING PER PLAN. SHEATHING CO BLOCKING (U.N.O.) STRAP STUDS W/ LSTA18 @ 16 O.C. TO TRUSS BELOW) EXT. FINISH PER BELOW TO 2nd STORY WALL BOTTOM PLAT ARCHS 2x EXT. FRAME WALL 0 ATTACH PER NAILING SCHEDUL 3/4"' FLOOR SHEATHING ATTACHED MSTAM24 EA. SIDE OF ti PER PLAN EA. STUD TO WALL 12d TOE NAILS OR LSTA18 PER NAILING SCHEDULE & 2" WASHER TOP & BOTTOM. BELOW W/ (9) 1 O NUT & 2" WASHER SIMPSON H10A TRUSS ANCHOR (SEE EACH END NAILS AND (5) 1/4"x2 2x BLOCKING W/ (2) 12d SHEATHING PER PLAN EACH DIAGONAL TOP &BOTTOM 3/4" TAPCONS PERSCHEDULE ATTACH PER NAILING BRACE SEE LD02/SD2 FOR TOENAILS. EACH END STRAP; CENTER 1J2" THREADED ROD O STRAP BETWEEN ° ° ° ° 2x8 #2 SYP P.T. SILL CONTINUOUS TO (2) 2x4 #2 SYP PLAN B . MASONRY WALL ANDPLATE W/ 1/2" EPDXY FOUNDATION. REFER ROOF SHEATHING FRAME WALL ° ANCHOR BOLT OR TO BEARING WALL • PLATE • CONTRACTOR MAY USE J -BOLT W/ MIN. 7" NOTES FOR BASE ATTACHED PER SIMPSON HTT4 AT 2 3/4" EMBED. @ 32" O.C. & 3" CONNECTION WINDOW JAMB STUDS FROM EA.END 2x8 #2 SYP P.T. SILL USE (4) 1 Od & (2) 1 O INSTEAD OF INDICATED U) 2x BOTTOM PLATE, EXTERIOR FLAT STRAP. PLATE W/ 1/2" J -BOLT CONNECT TO DOUBLE _w -j °L Z O INTERIOR FLAT STRAP MAX 1/8" GAP TOP PLATE W/ 16d NAILS @ 6" O.C. 2ND STORY W/ MIN. 7" EMBED. @ 6" IS STILL REQUIRED AT WINDOW JAMBS USE BETWEEN SHEATHING � FIN. FLOOR JAMB STUD CONDITIONAND (2) 2x TOP PLATE — CMU FROM EACH END & @ 2 2x6 W/HUC26-2. O a. PRE-ENGINEERED SEE ARCHS FOR 32" O.C. MAX W/ (2) 2x TOP PLATE (� "' WITHIN FLOOR SYSTEM FURRING AND IP INTERIOR FINISH ° CONT. #5 IN TIE BEAM 2x BEARING WALL PER UNDER BUILT UP COLUMNS KNEEWALL OR (2) 2x HEADER SEE PLAN, FRAME 2x #2 SPF STUDS @ 16° S 2x SYP #2 LEDGER TO IF SHEATHING IS NOT MASONRY WALL PER EXT. FINISH PER CONTINUOUS TO UPPER FLOOR WALL W/ PLAN 4 ARCHS BOTTOM PLATE OF °' CONTINUOUS TO BASE 1/4" X 3-1/2" SIMPSON 2ND STORY WALL SDS SCREW @ 16" O.C. FO WALL SPLICE DETAILSF1 PLATE, SP8 TOP AND BRACING @ 2 STORY FRAME WALL 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 SEE 2NE (----_...---_........_.._.._..........---..._----__..—._...--, WALL SE ADDITIO A " INFORM, 2x4 BLOCKING W/ (2) 16d NAILS @ EACH END. BLOCK ADJACENT BAYS @ l•J LJ. .�� rwvn r Lrv� EACH DIAGONAL LI BRACE A5 SHOWN. FASTEN ROOF v=1'-0" SHEATHING TO 2x BLOCKING W/ 8d NAILS W W @ 6" O.C. BOTTOM OF EA. (5) 16d NAILS DIAGONAL BRACE TO u A.% 2 W w �!/ Ci! ° BLOCKING '``-- PROVIDE 2x4 SYP #2 ®:►. Z ®z CONT. BRACE W/ (2) 16d NAILS EACH 1-® N Q U DIAGONAL BRACE. STA30 HEADER Uj TRUSSES PER PLAN IMPSON PRE ENGINEERED EXT, SHEATHING 2x4 SYP #2 DIAGONAL BRACE @ 48" O.C. MAX. 45° FROM 2x8 MIN. SPF #2 @ 16" HORIZONTAL BRACE 12d NAILS @ 12" O.C. NOT REQUIRED TO BUILT UP STUD 6' FROM EAVES. SEE 2NE (----_...---_........_.._.._..........---..._----__..—._...--, WALL SE ADDITIO A " INFORM, 3/4"=1'-0" (9) 9Y SPF TC)P 2X4 #2 SYP NAILER TO STUDS W/ 3-16d @ EA. STUD. ATTACH TRUSS TO NAILER W/ (3) 1 O TOE NAILS. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X8 #2 SYP CONT, LEDGER W/ (4) 16d NAILS. ATTACH NAILS INTO END OF EA. FLOOR TRUSS, 24" O.C. MAX. (INSTALL (4) NAILS AT EA. SIDE OF G.T.) SIMPSON LUS26 OR IF 2 -PLY TRUSS SIMPSON LUS26-2 TRUSS TO LEDGER 8" CMU WALL, TYP. SEE FLOOR FRAMING PLAN FOR MORE INFO. VERIFY PLAN FOR LOCATION AND DIRECTION I -SIMPSON H2.5 /_ TRUSS TO LEDGER IMIN. 2x6 #2 SYP CONT. LEDGER w/ (2) l•J LJ. .�� rwvn r Lrv� /4 x3 SDS WOOD LI ISCREWS @ 16" O.C. a . IMAX - EQUALLY v=1'-0" (SPACED & 3" FROM ° I END OF LEDGER -LEDGER RECESSED IUSE (3) SKEWS IF 24" INTO TRUSS. VERIFY W W IO.C. IS REQUIRED w/ SHOP DRAWINGS BOTTOM OF EA. L-------------------------- J OPT. TRUSS RECESS LEDGER u A.% 2 W w �!/ Ci! ° XD04 SECTION @ LOW ROOF 3/4"=1'-0" (9) 9Y SPF TC)P 2X4 #2 SYP NAILER TO STUDS W/ 3-16d @ EA. STUD. ATTACH TRUSS TO NAILER W/ (3) 1 O TOE NAILS. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X8 #2 SYP CONT, LEDGER W/ (4) 16d NAILS. ATTACH NAILS INTO END OF EA. FLOOR TRUSS, 24" O.C. MAX. (INSTALL (4) NAILS AT EA. SIDE OF G.T.) SIMPSON LUS26 OR IF 2 -PLY TRUSS SIMPSON LUS26-2 TRUSS TO LEDGER 8" CMU WALL, TYP. SEE FLOOR FRAMING PLAN FOR MORE INFO. VERIFY PLAN FOR LOCATION AND DIRECTION SEE PLAN FOR ALTERNATE CONNECTION. 1/2 ALL FLOOR GIRDER SEE LOW ROOF TRUSS SEE FLOOR TRUSS PER BEARING WALL EXTENSION THREAD ROD 6" FROM EA. END OF 4'-2" ATTACH TOP PLATE TO PLAN FOR PLAN REQUIREMENTS. ATTACH EACH TRUSS WALL, WALL OPENINGS & AT 32" O.C. HEADER WITH LSTA12 BENT , CONNECTION TRUSS PLAN FOR SEE TRUSS LAYOUT CONNECTIONS STUDS TO ALIGN W/ TO BEARING WALL MAX (7" MIN.EMBED USING SIMPSON OVER W/ (5) 1 Od NAILS INTO TOP FOR TRUSS LOCATION MASONRY (SHOWN) STUDS ABOVE USING SIMPSON H1 OA SET -XP EPDXY) W/ WASHER PLATE AND (5) 10d NAILS INTO & CONNECTION INFO OR WOOD WALL PER U.N.O. ON FRAMING HEADER PLAN PLANS "VF1 TYPICAL CONNECTION @ GIRDER OR BEAM S14 SECTION @ RAISED HEEL TRUSS F2 SECTION @ 2 -STORY BRG. F1 2 STORY INTERIOR BEARING WALL 3/4""=1'-0 1/2"=1'-0" 3/4"=1'4" 1,.=1,_0., COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. z O l•J LJ. .�� rwvn r Lrv� LI -SP4 TOP & v=1'-0" C0r®rr111111e®r�r W lJ W FOR MORE INFO W W W BOTTOM OF EA. 1-1/2"=1'-0" u A.% 2 W w �!/ Ci! ° .® z ®:►. Z ®z • 1-® N Q U STUD U.N.O. STA30 HEADER Uj IMPSON PRE ENGINEERED EXT, SHEATHING 2x BASE PLATE W/ (2) 2x BRG WALL W/ SIMPSON 5P2 @ LL TRUSSES @ 24" O.C. 2x8 MIN. SPF #2 @ 16" ATTACH PER NAILING 12d NAILS @ 12" O.C. TOP & SP1 @ BASE. LSTA18 OR TO BUILT UP STUD 2x STUDS SEE PLAN ABOVE STUDS ABOVE TO MAX. PER PLAN O.C. - SEE FRAMING SCHEDULE USE SIMPSON MTS12 MTS12 MAY BE USED @ BASE.(WHEN ' STUDS ABOVE ARE HEADER BELOW 12 SEE ARCHS FOR ROOF PLAN FOR MORE INFO. OR LSTA18 TO WALL IS CONT. BRG ON TRUSS •° TO ALIGN W/ STUDS PER PLAN WATERPROOFING AND 2x4 BLOCKING BLOCKING BELOW. NOT REQ'D IF STUD IS STRAP STUDS W/ LSTA18 @ 16 O.C. TO TRUSS BELOW) 1/2" THREADED ROD WITHIN 6" OF BELOW 1/2" THREADED ROD FINISH BETWEEN STUDS W/ B 0 CONNECTED W/ MTS12 3/4"' FLOOR SHEATHING ATTACHED BUILT UP COLUMN ABOVE W/ NUT @ 32" O.C. MAX W/ 12d TOE NAILS OR LSTA18 PER NAILING SCHEDULE & 2" WASHER TOP & BOTTOM. NUT & 2" WASHER TRUSS ANCHOR (SEE EACH END 2x BLOCKING W/ (2) 12d TOP &BOTTOM PLAN ) SEE LD02/SD2 FOR TOENAILS. EACH END FLOOR TRUSS PER O MORE INFO. (2) 2x4 #2 SYP PLAN B . • 2x SPF BASE J J ROOF SHEATHING BLOCKING W/ SIMPSON • PLATE • H -- ° ATTACHED PER HUC24-2 EACH END,OL NAILING SCHEDULE 2x8 #2 SYP P.T. SILL USE (4) 1 Od & (2) 1 O U) PLATE W/ 1/2" J -BOLT NAILS. UNDER _w -j °L Z O W/ MIN. 7" EMBED. @ 6" WINDOW JAMBS USE SEE PLAN � (2) 2x TOP PLATE — O.H. FROM EACH END & @ 2 2x6 W/HUC26-2. O PROVIDE SOLID BLOCKING PRE-ENGINEERED PER ELEV. 32" O.C. MAX W/ ¢ (� "' WITHIN FLOOR SYSTEM FLOOR SYSTEM WASHER. ALTERNATE U LOW ROOF TRUSS SEE UNDER BUILT UP COLUMNS KNEEWALL OR (2) 2x HEADER SEE 2x #2 SPF STUDS @ 16° S CONNECTION: USE 1/2" IF SHEATHING IS NOT TRUSS PLAN FOR BEAM PLAN FOR MORE INFO a O.C. EXT, SHEATHING ALL THREAD ROD W/ 7" °' CONTINUOUS TO BASE CONNECTIONS (IF & CONNECTIONS FROM TOP OF WALL TO MIN. EMBED USING PLATE, SP8 TOP AND TRUSS IS CONT. BRG O 0W BOTTOM OF TRUSS/ SIMPSON SET -XP BOTTOM ARE REQ'D ON MASONRY USE MASONRY (SHOWN) w CCz GIRDER SEE PLAN FOR EPDXY @ 6" FROM META16 @ 24" O.C. OR OR WOOD WALL PER ' WINDOW ATTACHMENT EACH END & @ 32" O.C. ^'°. C.M.U. WALL PER PLAN ON WOOD USE HGA PLAN (2) 2x SPF TOP U ° WINDOW SEE PLAN Cc INFO. IF WALL SHEATHING ISN'T CONT. MAX W/ WASHER CLIPS @ 24"' O.C.) Ld Cc PLATES U.N.O. U) ° F- 0 FOR LOCATION ..�...� LSTA18 STRAPS AREW fiF1'SECTION @ OPEN TO ABOVES1 SECTION @ COMBO TRUSS ° U 2x HEADER 2x BLOCKING w/ (2)12d REQ'D FROM STUDS TO ¢ (2) Z LL O 1'"=1'-0" Q 1/2"=1'-0" TOENAILS EACH SIDE GIRDER BELOW B SEE FLOOR PLAN U,J U UJ IF WALL SHEATHING IS SEE LD02/SD2 FOR U' O 06 _j Ci 0 UJ 0o r .0 FOR MORE INFO zUj Q 0 m LL h STOPPED BELOW MORE INFO IF 2x STUDS SEE PLAN ?rJ Z¢ph, Iii 0 W z F. I-- EXT. SHEATHING FROM ocxzwz E ZF-W�p ROOF LINE TRUSSES ARE V¢Qcc a 3 M FLOOR LL 0 Z�pm TOP OF WALL TO DBL STUDS ABOVE ARE W LL o p 2x BASE PLATE W/ 12d PARALLEL TO WALL 2x BRG WALL W/ 2xBRGSIMPSON 2x BLOCKING W/ (2) 12d ALIGN 2ND STUDS w/ 1ST FLOOR BOTTOM PLATE. IF TO ALIGN W/ STUDS d, o W 24" O.G. TO FLOOR ROOF SHEATHING ATTACHED PER SP2 @TOP & SP1 @ BASE. LSTA18 TOENAILS EACH END STUDS Q 0 SHEATHING IS NOT BELOW o s J SYSTEM BELOW O z NAILING SCHEDULE OR MTS12 MAY BE o CONT. ADD BLOCKING I I I I STA30 0 oceW X USED @BASE 2x BASE PLATE W/ (2) (2) 2x SPF#2 BASE F- @ SHEATHING SPLICE 2x P.T. BASE PLATE SEE HEADER TO z z <W(L PLYWOOD FLOORING �, �` _ 12d NAILS @ 12" O.C. PLATE. ATTACH 1ST PLY W/ (3) 11Od TOENAILS BEARING SCHEDULE FOR BUILT UP Uv SEE FLOOR FRAMING I EXTERIOR SHEATHING W/ (2) 16d NAILS @ EACH EA. END. SIMPS. SP4 .SIM STUD a PLAN FOR MORE INFO a cv -- ATTACH PER NAILING 3/4"' FLOOR SHEATHING TRUSS, THEN ATTACH @TOP A.B. INFO BED SCHEDULE ATTACHED PER 2ND PLY W/ (2) 10d NAILS ROOF SHEATHING I NAILING SCHEDULE @ 12" O.C. NAILING SEE FOUND. PLAN FOR FTG. REQ. LAN T.L � � 1(2) 2x4 #2 SYP SATTACH CHEDULER A USS DIREC & MORE INFO I L -` -` -` �" �"" BLOCKING W/ SIMPSON (HUC24-2 EACH END, N CS1$ PER SIMPSOWF16/SD6 WF16/S 2x4 SYP#2 BLOCKING 1/2" J -BOLTS @ 6" FROM EA. END OF SEE CHART FOR REQUIRED JACKS / A KINGS # OF STUDS TO MATCH B "o.c. WALL & WALL OPENINGS @ 32SEE STRAPS TOP & W/ (2) 11Od TOE NAILS BOTTOM OF EA. STUD USE (4) 10d & (2) 10d PLAN MAX. W/ 7" MIN. EMBEDMENT & BETWEEN FLOORS PER BEARING WALL NAILS. UNDER (2) 2x TOP PLATE LOW ROOF TRUSS W/ WASHER SEE BEARING WALL SCHEDULE WINDOW JAMBS USE 16" TALL RAISED HEEL SCHEDULE FOR MORE INFORMATION. (212x6 W/ HUC26-2 BOTTOM CHORD " AT OPENINGS LARGER THAN SEE PLAN FOR ALTERNATE CONNECTION. 1/2 ALL FLOOR GIRDER SEE LOW ROOF TRUSS SEE FLOOR TRUSS PER BEARING WALL EXTENSION THREAD ROD 6" FROM EA. END OF 4'-2" ATTACH TOP PLATE TO PLAN FOR PLAN REQUIREMENTS. ATTACH EACH TRUSS WALL, WALL OPENINGS & AT 32" O.C. HEADER WITH LSTA12 BENT , CONNECTION TRUSS PLAN FOR SEE TRUSS LAYOUT CONNECTIONS STUDS TO ALIGN W/ TO BEARING WALL MAX (7" MIN.EMBED USING SIMPSON OVER W/ (5) 1 Od NAILS INTO TOP FOR TRUSS LOCATION MASONRY (SHOWN) STUDS ABOVE USING SIMPSON H1 OA SET -XP EPDXY) W/ WASHER PLATE AND (5) 10d NAILS INTO & CONNECTION INFO OR WOOD WALL PER U.N.O. ON FRAMING HEADER PLAN PLANS "VF1 TYPICAL CONNECTION @ GIRDER OR BEAM S14 SECTION @ RAISED HEEL TRUSS F2 SECTION @ 2 -STORY BRG. F1 2 STORY INTERIOR BEARING WALL 3/4""=1'-0 1/2"=1'-0" 3/4"=1'4" 1,.=1,_0., COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. z O 0 LU C0r®rr111111e®r�r W u A.% 2 W w �!/ Ci! ° .® z ®:►. Z ®z • 1-® N Q U 6.4 Uj LL cc U- W m LLO W O LU ua 0 C CL Cr. W O J J H U) _w -j °L Z O O � z ¢ (� v U Cc IF- W a � O 0W w CCz O U ° in j O Cc Ld Cc U) ° F- 0 ..�...� < ° U ¢ r'' W Z LL O Q �w Z U,J U UJ U' O 06 _j Ci 0 UJ 0o r .0 zUj Q 0 m LL h m .~J U~�>=o p 0 ?rJ Z¢ph, Iii 0 W z F. I-- ocxzwz E ZF-W�p O V¢Qcc a 3 M W LL 0 Z�pm O W LL o p < r z -- d, o W a © CN z z_ Q 0 o s J O z UiWW W W Xu o § 0 oceW X N = Z LU F- LU 0 LU M J z z <W(L _ a M F- Uv a= 2�:NZ Uj cq a a cv -- Fn LU BLDG DESIGN: --- (D STRUCTURAL ENG: BED W DRAFTING: CC -DESIGN: --- STRUCT: JB QC CHECK: EA m U) JOB No. PSQ-0204922 J SCALE: AS INDICATED F QDATE: 04/06/2018T`- W Cr_ I-SD6 - 1 STANDARD (3) 2X12 MIN. (3) 2x SYP #2 STRINGERS W/ STUDS REQ'D Cob END SIMPSON A34 CLIP TO OF LANDING W/ MIN. (6) FLOOR SYSTEM 16d NAILS FROM (2)2x12 SYP#2 HEADER TO BUILT-UP STUD COLUMN LINE UP 2xJOIST IN LINE WITH MIDDLE 6 MIN. z STANDARD (3)2x12 2x12 STRINGER TO BE w 10 0 SYP#2 STRINGERS W/ UTILIZED AS BLOCKING w SIMPSON A35 / A34 s CLIP TO FLOOR MIN. 2x8 SYP#2 JOISTS SYSTEM & LANDING O @ LANDING @ 16"O.C. FRAMING p W/ SIMPSON A35 ORcc cwv z LUS26 HANGER ON z z LL EACH SIDE _ `? O 07 MID SPAN BLOCKING Q O �? w (2) 2x12 SYP#2 BEAM TO MATCH JOIST PER SCHEDULE REQ'D w o z H @ END OF LANDING DEPTH W/ (3) 10d W c0 i®®►r"orr►®®®r TOENAILS EACH END ` _ +' 6{,�4*0 LH FOR STRINGERS TO M 10" MIN. . .*•0060••*0 �p®®` Li -w-- CONNECT CONNECT TO. BEAM ®••*•� LIJ 00 TO BEAR DIRECTLY ON MIN. 2x8 SYP#2 JOIST (P.T. IF * p®� Z BUILT UP COLUMNS ATTACHING TO MASONRY Ll BELOW OR WALL) CONT. LEDGER W/ (3) ,fl 6 0 ¢ 0 p .� as W w _ o U ALTERNATE HANGER 16d NAILS @ 16" O.C. MAX. `� ®° R @ RIGHT OF THIS �► * .• �j ,� p SEE TABLE FOR MAX. � • � � '� '� WIDTH OF LANDING TO EACH STUD. ((2) 1/4 x 3 �� 6**.* v z OC W DETAIL 1/4" TAPCONS @ 16" O.C. 'AM ®<`�® � } O A -A PLAN VIEW @ 90 DEGREE TURN LANDING MAX. FOR MASONRYwA�L, STAIR WINDER DETAIL W a"��` m LL MIN. (3) 2x SYP #2 STUDS SEE SCHEDULE FOR MAX WIDTH OF LANDING H REQ'D @ END OF LANDING 0 O W/ MIN. (6) 16d NAILS SEE PLAN FOR DEPTH 3/4" PLYWOOD OR OSB PLYWOOD SHEATHING z FROM (2)2x12 SYP#2 OF LANDING SHEATHING OVER OVER LANDING O W HEADER TO BUILT UP LANDING ATTACHED MIN2x8 SYP#2 JOIST ATTACHED PER co 1,– . STUD COLUMN PER GENERAL FLOOR GENERAL FLOOR > < LEDGER (P.T. IF O CONSTRUCTION CONSTRUCTION s OPTIONAL (2)2x12 SYP#2NOTES NOTESATTACHING TO CL .. ATTACHMENT TO ��, MASONRY WALL) cc CMU/LEDGER IN LIEU OF BEAM @ END OF LU 0.0_ BUILT UP COLUMN 16"O.C. LANDING PER WOOD: MID SPAN BLOCKING MAX SCHEDULE HU210-2/HUC210-2 W/ TO MATCH JOIST OPTIONAL (2)2x12 SYP#2 Q (18)16d NAILS TO O DEPTH W/ (3) 10d ATTACHMENT TO CMU/LEDGER LEDGER/SUPPORT AND g z TOENAILS EACH END IN LIEU OF BUILT UP COLUMN (10)10d NAILS TO (2)2x12 O z WOOD: SYP#2 HEADER HU210-2/HUC210-2 W/ (18)16d U MASONRY:UJ NAILS TO LEDGER/SUPPORT a- d HU210-2/HUC210-2 W/ ` ¢ s AND (10)10d NAILS TO (2)2x12 (18) 1/4"x3-1/4" TAPCONS h- H SYP#2 HEADER w SIMPSON A35 MASONRY: z TO CMU AND (10) 10d cn CONNECTIONS NAILS TO (2)2x12 SYP#2 SEE PLAN FOR HU210-2/WUC210-2 W/ (18) U HEADER MASONRY WALL OR 1/4"x3-1/4" TAPCONS TO CMU Cn MASONRY WALL OR s STANDARD (3) 2X12 WOOD WALL FRAME WALL BEYOND AND (10) 10d NAILS TO (2)2x12 P W SYP#2 HEADER SYP #2 STRINGERS W/ p p SIMPSON A34 / A35 C7 v LL i+ CLIP TO FLOOR SYSTEM &LANDING B -B CROSS SECTION OF BEAM TO LEDGERco FRAMING MIN. 2x8 SYP#2 JOIST (P.T. IF "" z NOT USED (2) 2x12 SYP#2 BEAM PER ATTACHING TO MASONRY O � U SCHEDULE REQ'D @ END OF MIN. 2x8 SYP#2 JOISTS WALL) CONT. LEDGER W/ (3) 16d STRINGERS TO BE NOTCHED O ° LANDING FOR STRINGERS TO @ LANDING @ 16"O.C. NAILS @ 16" O.C. MAX. TO EACH AT LANDING OR LET -IN 2x4 [L A CONNECT TO. BEAM TO BEAR d W/ SIMPSON A35 OR STUD. ((2) 1/4"x3-1/4" TAPCONS SYP#2 CLEAT AND ATTACH TO W DIRECTLY ON BUILT UP t, LUS26 HANGER ON @ 16" O.C. MAX. FOR MASONRY JOISTS BELOW W/(2) -12d NAILS COLUMNS BELOW OR EACH SIDE WALL) 3�z @ 16" O.C. 1 ALTERNATE HANGER @ 2x4 #2 SPF STUDS RIGHT OF THIS DETAIL (3) 16d TOENAILS„ @ 24” O.C. cc z ' SEE ARCH PLAN 2x4 CONT. TOP PLATE 2x6 VERTICAL @ 8-0 MAX 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO O C MIN AND Cob ANY (f) Z A -A PLAN VIEW@` 180 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING 3/4" O.S.B. W/ 8d NAILS @ 3" O.C. TOP AND A35 @ EA. STRINGER BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS AT LANDING BEAM (#2 SYP) JOISTS (#2 SYP) MAX WIDTH OF LANDING 12'-0" OR LESS (2) 2x12 2x8 9'-0" BOTTOM CHORD TO LANDING STUDS W/ (2) 16d TOE OPENING W/IN NOTCH SILL AND ua J X X NAILS HANDRAIL KNEEWALL NOTCH SILL PLATE U_ PLYWOOD FLOORING CC 2x4 SILL PLATE W/ (2) 10d NAILS 4" O.C. Cr �" C� 2x4 #2 SPF STUDS @O 0 " FOR VERTICAL O ♦ � LU W U � NOTE: TO ALLOW VERTICAL 24" O.C. W/ (2) 12d W � U5 N O cc �JJ p E. FLOOR SYSTEM PER SEE ARCHS. FOR MAX. (NOTCHED @ 2x6h= VERTICAL LOCATIONS). 1. STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINIMUM TOENAILS BOTTOM TO SLIDE DOWN TO 2x L -BRACE W/ 12d U p/1 -j 0) (0 N 0 CpCD Cr ¢cc ui Z 0 FRAMING PLAN TYP. RISE OF STEPS AND NAILS @4"O.C. O L -BRACE C� 6-0 O.C. & VJ (D (3wZC�co BOTTOM CHORD TO LANDING NOTCH SILL AND ua J Z Q z _j U_ � O PLYWOOD FLOORING Cr �" C� J U I= } o 0 " NOTE: TO ALLOW VERTICAL = W � U5 N O cc FLOOR SYSTEM PER SEE ARCHS. FOR MAX. 1. STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINIMUM 2x6 VERTICAL AND TO SLIDE DOWN TO J ¢cc ui Z 0 FRAMING PLAN TYP. RISE OF STEPS AND CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDITION OF THE FBC. L -BRACE C� 6-0 O.C. & FACE OF TRUSS w ~ � p s Z w Z O O E " MIN. TREAD DEPTH 2. (2)2x12 SYP#2 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR @ ANY OPENING SECTION X -X z Uj V Q Q ¢� � 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 pr W r� 0 i-- 0 3. CONTACT EOR FOR CONDITIONS NOT COVERED THIS DETAIL PRIOR TO ATTACH 2x6 VERTICAL TO STUDS W/ (2) 16d O W U) Z PENDING LANDING CONSTRUCTION. DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ (3) %a" x 3" 31/2 TOE NAILS U v = O - O HEIGHT AND PLAN SDS WOOD SCREWS LAYOUT. HEADER N.T.S. EQUALLY z -- Q WITHIN SUPPORT SPACED/CENTERED IN 2x4 #2 SPF STUDS @ WALL COULD BE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER U) REQUIRED. SEE PLAN ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE 0Q CL 2x12 STRINGERS ONE FOR REQUIRED STUDS W/ (2) 16d TOE 31" I ATTACHED TO TRUSS ON EACH SIDE AND HEADER AND NAILS SEE ARCH PLAN BELOW (OTHERWISE 0 F' Q O ONE @ MID -SPAN A ^ SUPPORT MAX. 4'-0" ABOVE FLOOR ATTACH W/ (2) 12d Z _ �'' "J /'1 INFORMATION, i TOENAILS BOTTOM) a A34 @ EA. STRINGER 2x4 #2 SPF STUDS @ X X 0..j W LU J W 0 TO LANDING 24" O.C. W/ (2) 12d 12d NOTCH FLOOR 2x4 SILL PLATE W/ (2) z W > 2x JOIST (P.T. IF TOENAILS BOTTOM SHEATHING TO 16dCO TOE NAIL EA. § . Q W 2x ATTACHED TO ATTACHING TO MASONRY ( ACCOMMODATE 2x CONT. BRACE & 10d w = STRINGER / � 2 2x12 SYP#2 BEAM O WALL) CONT LEDGER w/ 2x4 SILL PLATE W/ (2) NAILS 0 4" O.C. TO s � W ) W W III I 1 I I PER SCHEDULE @ END (3) 16d NAILS @ 16" O.C. NOTCH SILL AND 10d NAILS 4" O.C. ¢. FLOOR SHEATHING o j OF LANDING FOR MAX. TO EACH STUD. ((2) PLYWOOD FLOORING ( (NOTCHED @ 2x6 '"' Q W a 2x12 STRINGERS ONE I I I I STRINGERS TO 1/4" x3-1/4" TAPCONS @ TO ALLOW VERTICAL VERTICAL LOCATIONS). I ATTACH 2x4 TO TRUSS j (� ON EACH SIDE AND I I I I CONNECT TO. BEAM 16" O.C. MAX. FOR TO SLIDE DOWN TO W/ (2) Ya"x3" SDS I-- ONE @MID -SPAN I I I I TO BEAR DIRECTLY ON MASONRY WALL) FACE OF TRUSS SCREWS EQUALLY V Q = BUILT UP COLUMN ;__ °°= SPACED &CENTERED O 'W� I I I / BELOW. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND IN TRUSS 0 M NC4 Z A35 CONNECTION TO TRUSS W/ (3) %a" x 3° L -BRACE @ 6'-0" O.C. & w � Q �— WOOD OR MASONRY SDS WOOD SCREWS 0 ANY OPENING z 0 0- M LL CM — WALL SEE PLAN FOR 2x8 P.T. SPF #2 (MIN.) LET -IN MORE INFO EQUALLY FASTEN TO SLAB USING MIN. (3) 2x4 SYP #2 SPACED/CENTERED IN TRUSS SEE PLAN MIN. (6) 1/4"x3-1/4 EVENLY COLUMN 2x JOIST PER FACE TO OTRUSS IDE SPACED TAPCONS @ MIN. SCHEDULE END DISTANCE OF 1-1/2" 2x P.T. BOTTOM PLATE HEIGHT OF LANDING SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR PER FLOOR PLAN w BLDG DESIGN: --- STRUCTURAL ENG: BED G._...m___ X DRAFTIN.-- DESIGN: Imo--STRUCT: JB N.T.S. QC CHECK: EA U) JOB No. PSQ-0204922 J Q SCALE: AS INDICATED H (S' T01 GENERAL LANDING & rST`03�SECTION HANDRAIL W/ o DATE: 04/06/2018 STAIR FRAMING INFO SCALE: 3/46=1'-0° FLOOR TRUSSES SCALE: 3/4"=1'-0" � U)ST1 ---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.