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HomeMy WebLinkAbout3830 Saltmarsh Lp 18-1138 (a)l noc) 00 ti"` `� °•• ••° r� la e� cr) o �i j Z.^ O{¢- 0 �' ° z 4 Q °•s ••o(C o `VC tt !! a w 0 z EL C) r "tQ nd 04 0 co U N7 .a) LL cj) N .cn N CD a)co QQ < N N � N (D p _� ^� N Lo� X co Q LL mw m z a E 0 m -c 0� 0 A o ai (nSZ N p +!^a 00 CL N O '�� s M N nc) m L i �� O O ,Ln M N ° n M J C) O N CD � M Y 000N d V N Ln 4-- H C co -u � O N a 7 � �. L-o C o o �[ w Ln O m i i i i ISSUE DATE 02/05/2018 REVISIONS i PROJECT: 18-0125 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS COVER PAGE 00 2 z r o c m w w Q a 0 so. .Z � M :C0 C) oz LL 6..� D. Ouj Lu 00 W ®o o o; �. a. %.00 ,000.1 go.-* , ®` AAA1111 Ld c� % A �M/� q� � 00 �p i y •z eq�M 11d La- ,-,��` Lill. COT d' C) O E M � O U I'1" CO 0 (!) (1) QcLm0'E �U)0(0 o C��C:) 0E LO cu 00 <C O. u - Lu �Z E 0 cn w E0 cn to u, o N 0 �� a O r� J M m © ^'� A 1 j c N '`O LL O 0 Lj S o M (,n N 0 *� M O J C) O N � O fo CT (n ul) M L)C 00N M Q N Ln O co (n C V)LL O Ln CL -0 N �> "a L O C C O 0 01 W LA © d ISSUE DATE 02/05/2018 REVISIONS PROJECT: 18-0125 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS SLAB PLAN rIl First Floor Plan "ABC" SCALE 1/8" = 1'4" (11x17) 1/4" = 1'-0" (2204) 151-4" V • s ,. QeJCo d O Vo 14'-011 1'.4" 91.011 41.411 EXCEED REQUIREMENTS OF THE (2017) FLORIDA ui BUILDING CODE (6TH EDITION) AIC COMP. ABBREVIATIONS: � u .ti Lji LL_ C3 • 2- # OF DOORS. O "q -CD O ~ E 3050 S.H. .J to LL C O O • MT - METAL THRESHOLD Q CL 04 C U) 04 0 p • FR - FRENCH DOORS (EGRESS) 1 3050 S.H. • SL - SIDE LIGHT w z Z -a g • FG - FIXED GLASS -------.-...----- ui E • TR -TRANSOM W U D • GB - GLASS BLOCK 00 0 0 a 811 �)E � M CD v • OBS - OBSCURED GLASS N E `� • TEMP - TEMPERED GLASS L � o C) • SH - SINGLE HUNG Covered LanaiH.B. � N « n. • DH - DOUBLE HUNG 4 M • HR - HORIZONTAL ROLLER J • BP - BYPASS wo 9'4" CLC. F.F.F. o z N • BF - BIFOLD ul) i 0 N • TYP. - TYPICAL O c0 O •� •Q � .p NOTE: 41-0" 8'-0" T 314" 8" 131-41' 8" WINDOWS, AND TRANSOMS ARE NOTED ON ISSUE DATE 02/05/2018 PLANS. NOTES: PROJECT: 18-0125 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON `Q DESIGNED BY: MJS JOB SITE. 2. DO NOT SCALE PRINTS! CONSTRUCTION TO BE 8'-0" x 8'-0" S.G.D. FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED M PROMPTLY TO SUPERVISOR FOR CLARIFICATION. 3. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY AND COUNTY Master Suite CODES. 4. A/C CONDENSER UNIT TO BE ANCHORED TO SLAB r- PER CODE M307.2 & M1309.3. 9 9'4" CLC. WASHER SPACE. 6. VENT DRYER THRU EXTERIOR WALL U.N.O. 7. PROVIDE COLD WATER LINE FOR ICE MAKER LINE @ REF. SPACE. 8. SAG RESISTANT DRYWALL ON ALL CEILINGS. 9. PULL ALL DIMENSIONS FROM THE REAR OF PLAN. 10. REFER TO EXTERIOR ELEVATIONS & TYP. DETAIL SHEETS FOR EXTERIOR WALL FINISH SPEC'S. 11. REFER TO DETAIL SHEETS FOR FLASHING REQUIREMENTS AT ALL WOOD TO MASONRY vi INTERFACES. 12. ALL INTERIOR FRAME WALL DIMENSIONS TO BE 3 " U.N.O. 13. ALL EXTERIOR BLOCK WALL DIMENSIONS TO BE 7 ' U.N.O. 14. ALL INT. FIRST FLOOR CEILINGS AT 9'-4" U.N.O. •• ALL INT. SECOND FLOOR CEILINGS AT 9'-0" U.N.O. 15. C.M.U. & FRAME WALL SYSTEM SEGMENTS WHICH HAVE AN UNINTERRUPTED LENGTH OF 12'-0" OR MORE SHALL BE CONSIDERED SHEAR WALL SWS oQ SHEAR WALL SEGMENTS. o 16. OPENING BETWEEN GARAGE AND RESIDENCE z SHALL BE EQUIPPED w/ A 20 MIN. FIRE RATED w SOLID WOOD OR HONEYCOMB CORE STEEL DOOR NOT LESS THAN 1 3/8" THICKNESS AS PER V) 13 FBC-R302.5.1. '4 17, INSTALL 5/8" TYPE X DRYWALL ON GARAGE 0 CEILING BENEATH HABITABLE ROOMS (TYP.) 18. GARAGE DOOR TO BE CERTIFIED BY MFR. FOR 140 w o 0 811 -�F 15'41 41-011 31.811 51-811 19. ALL TUB & SHOWER UNITS WILL HAVE _ vi ANTI -SCALDING DEVICES INSTALLED. 20. ALL OPERABLE WINDOWS LOCATED MORE THAN 72" ABV. SURFACE BELOW SHALL HAVE THE z M cup MIN. OF 24" ABOVE FINISHED FLOOR BEING o Gathering Room z ti 21. ALL INT. DOORS TO BE 6'-8" TALL U.N.O. OR PER Ln BUILDER / CLIENT v 9'-4" CLC. UT z DOOR NOTE KEY: V) DOOR SIZE CALLOUT: F 20 = 2'-0" 40 B.F. = 4'-0" BIFOLD z 24 = 2'-4" 50 B.F. = 5'-0" BIFOLD 26 = 2'-6" 60 B.F. = 6'-0" BIFOLD c 28 = 2'-8" LAV z WINDOW NOTE KEY: O WINDOW SIZE CALLOUT: I IW.C. 2040 = 2'-0" x 4'-0" 2050 = 2'-0" x 5'-0" 2060 = 2'-0" x 6'-0" M • ALL WINDOW CALLOUTS ARE MEASURED IN FEET & o INCHES AS PER THE EXAMPLE TABLE ABOVE. N Area Tabulations w m z _ Living: w. 1 st floor: 1, 324 sf C6 2nd Floor: 754 sf a p> Total Living: 2,078 sf entry: 62 sf cP covered lanai: 112 sf N 0 garage: 420 sf R&S, B1 ZR Total Area: 2,672 sf 9.4 CLC F2Z X 3�1''I o O TEMP GLASS '4 fo I ASICI i� � i LA'CCESSA � LAV D411� ENCLOSURE OVER 2" HIGH KNEEWALL W.�.C. 914" CLC ap -31 LINE OF FLOOR ABV. C6 — ------ -- Dining Room' R & S — HOW— M N " CLG HT 9'4' CLG. 81.1111 81,1" 2'41 5-811 8"114 3'-211 411 12" TOP EXT. STORAGE vs FRAME 341/2" KNEEWALL _ SLOPED CLG. --------- BELOW 36"BARTOP o � — — — — — o 0 0.._........I .._..-._._. I � I 1 - Q 112" GYPSUM BOARDS APPLIED COUNTERTOP TO THE UNDER STAIR SURFACE I DBL. SINK w/ D W _ DISPOSAL O a Kitchen @ 36" HT. I `'� - AND SIDES u _ o 9'-4' CLG. 0 _ Ov I I aI�II� �IIUaa I I M -,- 16 B.F. L_ a IS i i S Q (RSR) COUNTERTOPS @OPT — mr I 9'-4' CLC. I _ TT ww/CAFFARV. L _ N J L_" U00 _ M.T. __(J t J ti cLb - — — o 4 N W.H. 21" 8'-811 'a L -Yi 21 1111 81-011 61 M 51-410 111 3111 N 0o M ti FULL HT. WALL Foyer Q 94' CLC. ED. SINK e u: N. LINE OF FLOOR ABV.I W.C. — — — — — — 1/2" GYPSUM BOARD _1 I APPLIED TO THE M.T. ATTIC _ _GARAGE SIDE — — " ` 3080 DR. ----- LCF.SS J =, 5/8" TYPE X DRYWALL ON CEILING (TYP)-�-411 1914" 8" 8,1 31-011 59.811 I - 2 Car Garage io a. Ent Z 8 _ n/ 9'4' CLC F.F.F. o i w I a 9'-4 CLC F.F.F. OI J qN H.B. I I 21-411 16'-0" x 7'-0" GAR. DR. o0 161.0" 214" 1'-4" 61.011 21.011 11 -4 301-01' First Floor Plan "ABC" SCALE 1/8" = 1'4" (11x17) 1/4" = 1'-0" (2204) Q toll 111111111, C, w Q w m W Q w �- z GENERAL NOTES KEY: V • s ,. QeJCo d O Vo .. w ° .. ®v o r v,/ 0 z cn k j THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR ® EXCEED REQUIREMENTS OF THE (2017) FLORIDA ui BUILDING CODE (6TH EDITION) .- aa, ABBREVIATIONS: � u .ti Lji LL_ C3 • 2- # OF DOORS. O "q -CD O ~ E • 2- # OF WINDOWS. .J to LL C O O • MT - METAL THRESHOLD Q CL 04 C U) 04 0 p • FR - FRENCH DOORS 0 E "t d' c OQa.LL • SL - SIDE LIGHT w z Z -a g • FG - FIXED GLASS co ui E • TR -TRANSOM W U D • GB - GLASS BLOCK 00 0 0 a • PKT - POCKET DOOR �)E � M CD v • OBS - OBSCURED GLASS N E `� • TEMP - TEMPERED GLASS L � o C) • SH - SINGLE HUNG M � N « n. • DH - DOUBLE HUNG 4 M • HR - HORIZONTAL ROLLER J • BP - BYPASS N � N • BF - BIFOLD ul) i 0 N • TYP. - TYPICAL O c0 O •� •Q � .p NOTE: C N i < W Ln O d !0 SPECIALTY WINDOWS/DOORS, FIXED GLASS WINDOWS, AND TRANSOMS ARE NOTED ON ISSUE DATE 02/05/2018 PLANS. NOTES: PROJECT: 18-0125 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON DRAWN BY: JML & JFT DESIGNED BY: MJS JOB SITE. 2. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION. 3. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY AND COUNTY CODES. 4. A/C CONDENSER UNIT TO BE ANCHORED TO SLAB PER CODE M307.2 & M1309.3. 5. PROVIDE RECESS H&C WATER w/ DRAIN @ WASHER SPACE. 6. VENT DRYER THRU EXTERIOR WALL U.N.O. 7. PROVIDE COLD WATER LINE FOR ICE MAKER LINE @ REF. SPACE. 8. SAG RESISTANT DRYWALL ON ALL CEILINGS. 9. PULL ALL DIMENSIONS FROM THE REAR OF PLAN. 10. REFER TO EXTERIOR ELEVATIONS & TYP. DETAIL SHEETS FOR EXTERIOR WALL FINISH SPEC'S. 11. REFER TO DETAIL SHEETS FOR FLASHING REQUIREMENTS AT ALL WOOD TO MASONRY INTERFACES. 12. ALL INTERIOR FRAME WALL DIMENSIONS TO BE 3 " U.N.O. 13. ALL EXTERIOR BLOCK WALL DIMENSIONS TO BE 7 ' U.N.O. 14. ALL INT. FIRST FLOOR CEILINGS AT 9'-4" U.N.O. •• ALL INT. SECOND FLOOR CEILINGS AT 9'-0" U.N.O. 15. C.M.U. & FRAME WALL SYSTEM SEGMENTS WHICH HAVE AN UNINTERRUPTED LENGTH OF 12'-0" OR MORE SHALL BE CONSIDERED SHEAR WALL SWS SHEAR WALL SEGMENTS. o 16. OPENING BETWEEN GARAGE AND RESIDENCE z SHALL BE EQUIPPED w/ A 20 MIN. FIRE RATED w SOLID WOOD OR HONEYCOMB CORE STEEL DOOR NOT LESS THAN 1 3/8" THICKNESS AS PER V) 13 FBC-R302.5.1. 13 w 17, INSTALL 5/8" TYPE X DRYWALL ON GARAGE 0 CEILING BENEATH HABITABLE ROOMS (TYP.) 18. GARAGE DOOR TO BE CERTIFIED BY MFR. FOR 140 w o M.P.H. vi z 19. ALL TUB & SHOWER UNITS WILL HAVE a ANTI -SCALDING DEVICES INSTALLED. 20. ALL OPERABLE WINDOWS LOCATED MORE THAN 72" ABV. SURFACE BELOW SHALL HAVE THE z LOWEST PORTION OF WINDOW CLEAR OPENING A cup MIN. OF 24" ABOVE FINISHED FLOOR BEING o SERVER PER (FBC-R312.2). z 21. ALL INT. DOORS TO BE 6'-8" TALL U.N.O. OR PER Ln BUILDER / CLIENT v UT z DOOR NOTE KEY: V) DOOR SIZE CALLOUT: F 20 = 2'-0" 40 B.F. = 4'-0" BIFOLD z 24 = 2'-4" 50 B.F. = 5'-0" BIFOLD 26 = 2'-6" 60 B.F. = 6'-0" BIFOLD c 28 = 2'-8" 30 = T-0" z WINDOW NOTE KEY: O WINDOW SIZE CALLOUT: 2040 = 2'-0" x 4'-0" 2050 = 2'-0" x 5'-0" 2060 = 2'-0" x 6'-0" V' w • ALL WINDOW CALLOUTS ARE MEASURED IN FEET & INCHES AS PER THE EXAMPLE TABLE ABOVE. N Area Tabulations w m _ Living: w. 1 st floor: 1, 324 sf 2nd Floor: 754 sf a Total Living: 2,078 sf entry: 62 sf covered lanai: 112 sf N 0 garage: 420 sf 55 Total Area: 2,672 sf Q toll 111111111, C, w Q w m W Q w �- z rte,``` V • s ,. QeJCo d O Vo .. w ° .. ®v o r v,/ 0 z cn k j 60 so r ®O®• ®®®®p® ✓ °b ® ui .- aa, O a � u .ti Lji LL_ C3 c O "q -CD O ~ E MO U .J to LL C O O N C Q CL 04 C U) 04 0 p 0 E "t d' c OQa.LL C w z Z -a g E co ui E N W U D 00 0 0 a 1 ` �)E � M CD v C:M L = f0 J N E `� L � o C) 4- 0 M � N « n. 4 M 0 J O O N � N ul) i 0 N m c.i N Ln y- H M O c0 O •� •Q � .p > O C I- C N i < W Ln O d !0 ISSUE DATE 02/05/2018 REVISIONS PROJECT: 18-0125 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS FLOOR PLAN oz 1 011111 Ir/' 0000009000604, 11��ti w �. 4 up huj : Z z 26 :eM k: 6 " •" cl, 011111111' A� 0 C 0 ��0 `Cl LLj LL 6� C Q O E cN O U ai (D 't3 j 'C E U) N c O N cr.p._, 0 Edi' d' Locu N co �w z as z �g � a E , 0 rn w E N W U O N a o r\ J I� EN„ M to W'D � LJL. ' O L. 76 Q V"a ) � y— M � V)N o v, :I* M 4—+ O J O O N � O O ul) O (n M c� N in N � O 0t c: O 'tn CL 5 Z3 N > N p C -p +� O O s.. w LNn O a i i S i i i ISSUE DATE 02/05/2018 REVISIONS PROJECT: 18-0125 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS FLOOR PLAN 0 3 04A •o®®....®••oo /4 QLL :y 0 • °4 �` oe uw ®w a z e .•r • o•®•o• Goes ®®' , v U4 W C9 v- 00 4b 5 2 ul cc O d' C) E O M O U ..J N L.L. C U)cn � ai tm < 04 04 E cUN(0 o (D --� N �cl--l` O E� U-) M x cc) Q � u- rnW nz �z �g � a 0 u, s E W W i � o a� 00 a) n O o- 0 i. ! i E M O fu Q� -o c) O/ 0- M V ) N j 00 (n � M J i i O ! Q N Q Q Q V) ch a. 00 N CL V r-4 Ln v- H M O C - N -0 41U Q O Q uj LnO a a I i ISSUE DATE 02/05/2018 i REVISIONS i PROJECT: 18-0125 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS ELEVATIONS "A" 04A 9'-0" BRG. HT. @ SECOND FLOOR 7'-8" HDR. HT. ,{� — @ SECOND FLOOR 12 61 10'-8 3/4" FIN. FLR. HT. @ SECOND FLOOR �^ 9'-4" BRG. HT. 8'-0" HDR. HT. 0'-0" FIN. FLR. j4 9'-0" BRG. HT. @ SECOND FLOOR 7'-8" HDR, HT. @ SECOND FLOOR r w 7/8" TEXTURED CEMENTITIOUS FINISH ON METAL LATH OVER gr z 7/16" OSB. SHEATHING (TYP.) V. 11'-4" BRG. HTt.— m @ ENTRY 10'-83/4" FIN. FLR. HT. @ SECOND FLOOR 0 _ 9'4' BRG.. HT. 8'-0" HDR. WT 1x6 SMOOTH FINISH BAND (TYP.) 3/8" TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYP.) _ 0'-0" FIN. FLR. FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. 12 � 16 ALL HORIZONTAL & VERTICAL CONTROL JOINTS PER ASTM 1063 Left Elevation "A" SCALE 11r = T-0" (11x17) 1/4" = T-0" (2204) io FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. 12 61 ALL HORIZONTAL & VERTICAL CONTROL JOINTS PER ASTM 1063 9'-0" BRG. HT. r SECOND FLOOR T-8" MDR. HT. @ SECOND FLOOR 12 �6 11'-4" BRG. HT. @.ENTRY 10'-8 3/4" FIN. FLR. HT. @ SECOND FLOOR OL 9'-4" BRG. HT. 8'-0" HDR. HT. O.H. 0'-0" FIN. FLR. ■rrrwrrrr 1 9'-0" BRG. HT. Right Elevation SCALE: 1/8" = T-0" (11x17) 1/4" = TV "A" (2204) 9'-0" BRG. HT. r SECOND FLOOR T-8" MDR. HT. @ SECOND FLOOR 12 �6 11'-4" BRG. HT. @.ENTRY 10'-8 3/4" FIN. FLR. HT. @ SECOND FLOOR OL 9'-4" BRG. HT. 8'-0" HDR. HT. O.H. 0'-0" FIN. FLR. ■rrrwrrrr 1 9'-0" BRG. HT. — FLOOR @ SECOND FLOOR �T-8" HDR. HT -8" HDR. HT. @ SECOND FLOOR 7/8" TEXTURED CEMENTITIOUS w FINISH ON METAL LATH OVER 7/16" OSB. SHEATHING (TYP.)OL br 11"-4" BRG. HT: ui @ ENTRY 10-8 3/4" FIN. FLR. HT. N R J @ SECOND FLOOR ,L 9'-4" BRG. HT. 0 8'-0" HDR. HT. --- 210„ `T TYP. 1x6 SMOOTH FINISH BAND (TYP.) 3/8" TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYP.) oL 0'-0" FIN. FLR. 9'-0" BRG. HT. r SECOND FLOOR T-8" MDR. HT. @ SECOND FLOOR 12 �6 11'-4" BRG. HT. @.ENTRY 10'-8 3/4" FIN. FLR. HT. @ SECOND FLOOR OL 9'-4" BRG. HT. 8'-0" HDR. HT. O.H. 0'-0" FIN. FLR. ■rrrwrrrr 1 I i_. I 'C IIII II III III I: II III I I L . 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'-8" 2x8 WALL FRAMED @ 16" O.C. MAX SECURE 2x6 RAISED PLATFORM TO 2x8 WALL w/ (3)12d NAILS @ EA. STUD 2" DRYWALL 4" DECKING 12" HIGH 2x6 RAISED PLATFORM SECURE 2x6 RAISED PLATFORM TO 2x4 WALL w/ (3)12d NAILS @ EA. STUD PRE -ENG. TRUSS PRE -ENG. TRUSS `-- 2x4 P.T. IN BETWEEN STRINGERS -ATTACH TO SLAB wl 12d CUT NAILS @ 6" O.C. AND (2)12d EACH END OF 2x4T0E NAILED TO STRINGER. Raised Floor Detail S 1 J Y P. STAIR C VSCALE: 3/8" 1'-0" 11x17 3/4" = 1'-0" 22x34( ) ( ) 06 SCALE: 3/4" = 1'-0" (11x17) 11/2" = 1'-0" WNW) 10" 1x8 SKIRT BD. 2x12 TREADS CUT TO FIT 1" \4!7 112" PL D. BLOCKING 2 X12 STRINGERS DATA: TOTAL RISE: 10-8 3/4" (18 RISERS @ 7.15 " EA.) TOTAL RUN: 17 (17 TREADS @ 10" EA.) --,�TREAAD & RISER DETAIL. 06 SCALE: 3/4" = 1'-0" (11x17) 11/2" = 1'-0" (2204) 1 x8 CAP CASING. 2x4 (C_V 24 O.C. 3/4" PLYWD. SUB -FLOOR SHEETROCK 2x JOISTS 16" O.C. MAX 2x LEDGER ATTACHED TO STUDS w/ (2)12d NAILS @ EACH STUD BOTTOM PLATE HUS26 JOISTS TO LEDGER 9'-0" BRG. HT. @ SECOND FLOOR 10'-8 3/4" FIN. FLR. HT. @SECOND FLOOR 9'-4" BRG. HT. 2x'S @ 16" O.C. MAX. ADD 2x VERTICALS @ 16" O.C. AS PRE-ENGINEERED FLOOR TRUSSES @ 24" O.C. REQUIRED BY MUNICIPALITY - TO BE (SEE TRUSS LAYOUT) PLACED DIRECTLY UNDER LEDGER s3 HALF W DET I L s4 L N D I N G CONNECT.. D 06 SCALE: 3/4" = 1'-0" 0107) 11/2" = 1'-4" (2204) 06 SCALE: 3/4" = 1'-0" (11x17)1 1/2" = 1'-0" (2204) PLATFORM FRAMING 314" PLYWD. )5 STAI R @ SECOND FLOOR Y 12" HIGH 2x6 FRAMED RAISED FLOOI (PSUM BOARDS APPLIED TO ALL UNDEI STAIR SURFACE AND SIDE; PRE-ENGINEERED FLOOR TRUSSE: (SEE TRUSS LAYOUT 10'-8 3/4" FIN. FLR. HT. � @ SECOND FLOOR 9'-4" BRG. HT. 3) 2 x 12'S STRINGERS EQUALLY SPACEI 0'-0" FIN. FLR. JII Stair Section SCALE: 3/8" = 1'•0" (11x17) 3/4" = 1'-0" (2204) PRE-ENGINEERED FLOOR TRUSSES 24" O.C. 2 x 4 LEDGER IN BETWEEN STRINGERS ATTACH TO FLOOR TRUSS wl 12d NAILS @ 6" O.C. @ (2)12d @ EACH END OF LEDGER TOE -NAILED TO STRINGER. CONNFICT. FLR. TRUSS SCALE: 3/4" = 1'-0" (11x17) 11/2" = 1'-0" (2204) STRINGER TO FLOOR TRUSS LA �c Qµ M� oz a� Qo w c zu Stair Details1�5 SCALE: 3/4" = 1'-0" (11x17) 11/2" =1'-0" (22x34) 8 06 0 0 S% c1 • Q, v Z (1) 4o: q .• ,mob • uln 0 10 co ull Cal C, d- O O r- E co) 0 U J cA cu cn04 (o 0 n .r 00O O E�% �� _cc 00 Q LL u- rnW x E 0 N Ezw o u D v V) d ,--i � � a p n i... E M �O � CALL-. 1 Q 3--- J 4;;-O M N o n o J i 4.01 O 00 L 00 N V N Ln y� c C M I� > 0 �N 0 C i 41' O � 0 Q w L Om.. J J J i ISSUE DATE 02/05/2018 REVISIONS PROJECT: 18-0125 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS SECTIONS SCALE: 3/4" = 1'-0" (11x17) 11/2" =1'-0" (22x34) 8 06 0 EXTRA DUTY 0 GFI ----.._....._—_..,._...-------- AF I PRE -WIRE \ CLG. FAN/LITE I / ' WP GF / PRE -WIRE AF F CLG. FAN/LITE AF AF _____4.RECESS LZFITS � I AF IPRE -WIRE CLG. FAN/LITE Q S.D. AF / AFfi I I I I Q G.M.S. GFI AI— /n. o it_j 1 \ / ri I \. \ \ AF \ Q i X AF \ 42" ri PENDANT LIGHT AF PRE -WIRE I — AE (2-TYP.) U/C GFCI FOR DISPOSAL & LO— Z: &F 00 0 i I2" \ a i i / Ffi9_7AF IFI �� I I —il 0 S.D. I L_ -u AF2 GF 42'jGFI G I L 42" _ j L_ .IJ AF GFI / AF @ 42" 20 AMP DED. I / AF GFI @ 42" I / o AF \ I I I -PC"_ FI@ __...------- — _-�GGF �I I GARAGE 1 / © CLG. r------•-------------A0� I AF GFI @42" ------ First Floor Electrical SCALE: 1/8" = 1'-0" (11x17) 1/4" = 1'-0" (22x34) NAL OVERHEAD SERVER 11. ALL OUTLETS OVER COUNTERTOPS TO BE 42" GENERAL NOTES KEY: SAME SAME AS UNDERGROUND 12. ALL SMOKE/CARBON MONOXIDE DETECTORS 19 1. BUILDER TO VERIFY EXACT LOCATION OF FLOOR 200 AMP AFCIPROTECTED. OUTLETS IN FIELD. SERVICE U 4/0 SCR AL BATHROOM AND 7'-0" IN ALL OTHER BATHROOMS. ui C NOTES: C.© AMP NEMA 3 2• ALL OUTLETS ARE TO BE AFCI PROTECTED. Q N 04 E METER MAIN SEE FLOOR PLAN FOR FUSE SIZE 3. ALL 15A AND 20A 120V BRANCH CIRCUITS WILL BE AND LOCATIONS OF ALL ELECTRICAL 00 Q Q. LL EQUIPMENT, (INCLUDING KITCHEN EQUIPMENT) DISC. AND PROVIDE AND INSTALL COMPLETE •� w N lll z� A/C DISC. AFCI PROTECTED. NEC, FBC CODES AND ALL REIGNING MUNICIPALITY CODES, STANDARDS AND #14 COPPER TO LIGHTS AND OUTLETS 4. ALL 15A AND 20A 120V BRANCH CIRCUITS • LOCATION OF FIXTURES AND / OR OUTLETS ARE W SUGGESTED LOCATIONS AND MEET MOST LOCAL #10 COPPER TO WATER HEATER LOCATED IN THE GARAGE AND LAUNDRY WILL BE W u ADJUSTMENTS MAY BE MADE BETWEEN THE TYP. #8 COPPER TO RANGE GFCI PROTECTED. • ALL ELECTRICAL WORK AND APPLIANCES ARE IN � ELECTRICAL #8 TO A/C 6TH EDITION (2017) RESIDENTIAL, AND ALL ODO UNDERGROUND j N PANEL 5. ALL GARAGE BAYS WILL HAVE DEDICATED GFCI SERVICE BY (20 CIRCUITS) MAY OR MAY NOT BE USED ON THIS PLAN. OUTLET. i POWER CO. O 1 L.. (n O g � 6. ALL OUTLETS LOCATED IN THE KITCHEN AND *k 0 M BATHROOMS ARE TO BE GFCI PROTECTED. #2 -GROUND TO (2) 5/8" RODS (6' APART) ALSO 7. DW. AND GARBAGE DISPOSAL ARE TO BE GFCI SERVICE TO BE BONDED TO FOOTING STEEL W m PROTECTED. NOTE: 8. EXCEPTIONS TO THE GFCI STIPULATION WILL BE ALL ELECTRICAL WORK AND MATERIAL PROVIDED SHALL COMPLY WITH THE FLORIDA o ALLOWED ONLY IF ALLOWED PER CURRENT PC BUILDING CODE. (2017) THE ABOVE ELECTRICAL LAYOUT IS FOR BID PURPOSE ONLY. z NFPA / NEC. N d u -O N M 9. OUTLETS LOCATED IN THE LAUNDRY ARE TO BE RECESSED LIGHT O I GFCI AND AFCI PROTECTED. WALL MOUNTED LIGHT 200 AMP ELECTRICAL RISER O a 10. OUTLETS LOCATED WITHIN 6'-0" OF A WET AREA WALL WASH RECESSED o ARE TO BE GFCI PROTECTED. ZO g�g O it a �c w w w c� z z S cn a � ¢ �- w m r W z 11. ALL OUTLETS OVER COUNTERTOPS TO BE 42" A.F.F. (U.N.O.). 12. ALL SMOKE/CARBON MONOXIDE DETECTORS ARE TO BE HARD WIRED, INTERCONNECTED AND AFCIPROTECTED. O 13. 8'-0" HEIGHT VANITY LIGHTS IN MASTER U BATHROOM AND 7'-0" IN ALL OTHER BATHROOMS. ui C NOTES: C.© • THIS DIAGRAMMATIC PLAN IS INTENDED TO coCI SHOW LIGHTING AND CONVENIENCE OUTLETS Q N 04 E ONLY. IT IS THE ELECTRICAL CONTRACTORS O C RESPONSIBILITY TO VERIFY THE REQUIREMENT O E; AND LOCATIONS OF ALL ELECTRICAL 00 Q Q. LL EQUIPMENT, (INCLUDING KITCHEN EQUIPMENT) c � AND PROVIDE AND INSTALL COMPLETE •� w N lll z� ELECTRICAL SERVICE AS REQUIRED PER NFPA, v5 NEC, FBC CODES AND ALL REIGNING MUNICIPALITY CODES, STANDARDS AND ORDINANCES. • LOCATION OF FIXTURES AND / OR OUTLETS ARE W SUGGESTED LOCATIONS AND MEET MOST LOCAL N CODE REQUIREMENTS, ADDITIONS OR W u ADJUSTMENTS MAY BE MADE BETWEEN THE OWNER AND BUILDER IN THE FIELD. • ALL ELECTRICAL WORK AND APPLIANCES ARE IN � FULL COMPLIANCE WITH N.F.P.A., N.E.C., F.B.C. 6TH EDITION (2017) RESIDENTIAL, AND ALL ODO APPLICABLE LOCAL STANDARDS, CODES, AND j N ORDINANCES. • VARIOUS SYMBOLS ON ELECTRICAL LEGEND MAY OR MAY NOT BE USED ON THIS PLAN. Qfu i C O 1 L.. (n O g � ELECTRICAL KEY: *k 0 M 0 CEILING MOUNTED LIGHT W W m Q PULL CHAIN LIGHT o fu : PC V) z 00 N d u -O N M Ln RECESSED LIGHT O I 'v� p > -0 > ©C WALL MOUNTED LIGHT a L ¢ w � O O a WALL WASH RECESSED o z z ZO DUPLEX RECEPTACLE 220 V RECEPTACLE w Lz 1/2 HOT, 1/2 SWITCHED ISSUE DATE 02/05/2018 WP WATER PROOF RECEPTACLE FLOOR RECEPTACLE REVISIONS PRE -WIRE FOR CLG. FAN GFI GROUND FAULT INTERRUPT N Wn. WALL SWITCH 18-0125 SCALE: AS NOTED o t, 3 -WAY SWITCH ELECTRICAL LAYOUT o to DIMMER SWITCH z 14 TELEPHONE JACK E I CABLE JACK w EM PRE -WIRE GARAGE DOOR OPENER FLUORESCENT LIGHT z ® ELECTRICAL PANEL ® CHIME I -Cl DOOR BELL / GARAGE DOOR SWITCH o LC] DISCONNECT SWITCH 0 ELECTRICAL METER o Q S.D. SMOKE DETECTOR Q C.M.S.D. CARBON MONOXIDE / SMOKE DETECTOR U) CEILING FAN w w i� WALL SCONCE ogo CHANDELIER W SPOT LIGHT x FLUSH MOUNT FLUORESCENT LIGHT w FAN / LIGHT COMBINATION GARBAGE DISPOSAL MOTOR ® SPEAKER OO JUNCTION BOX N Q L.V. LOW VOLTAGE i ca V.P. VAPOR PROOF 25 A.F. ARC FAULT PROTECTION 0 g�g O it a �c w w w c� z z S cn a � ¢ �- w m r W z CO ti © 04 O U J LL ui C C.© (A Ui ti ' Cn coCI Q N 04 E ,Rf CO O O C O E; 00 Q Q. LL c � •� w N lll z� v5 w a E , -C W W N W u � ODO d j N ^ J Qfu i C � � 1 L.. (n O M � 0oo in *k 0 M J O C) N fu : cD 0 V) M 00 N d u -O N M Ln O 'v� p > -0 > ©C N a L ¢ w � O O a Ea ISSUE DATE 02/05/2018 REVISIONS PROJECT: 18-0125 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS ELECTRICAL LAYOUT i r------ -- -----------I----------------------- I I I I I I I I _J I I I I Second Floor Electrical SCALE 1/8" = Y•0" ('MXI%) 1/4" = 1'•0' (2204) OPTIONAL OVERHEAD SERVER SAME AS UNDERGROUND 200 AMP SERVICE METER UNDERGROUND SERVICE BY POWER CO. TYP. ELECTRICAL PANEL (20 CIRCUITS) 4/0 SCR AL. ROOMS T BE GFCI BATH O GENERAL NOTES KEY: #2 -GROUND TO (2) 5/8" RODS (6' APART) ALSO 7. DW. AND GARBAGE DISPOSAL ARE TO BE GFCI 1. BUILDER TO VERIFY EXACT LOCATION OF FLOOR PROTECTED. NOTE: OUTLETS IN FIELD. NEMA 3 2. ALL OUTLETS ARE TO BE AFCI PROTECTED. BUILDING CODE. (2017) THE ABOVE ELECTRICAL LAYOUT IS FOR BID PURPOSE ONLY. SEE FLOOR PLAN FOR FUSE SIZE 3. ALL 15A AND 20A 120V BRANCH CIRCUITS WILL BE 9. OUTLETS LOCATED IN THE LAUNDRY ARE TO BE A/C DISC. AFCI PROTECTED. #14 COPPER TO LIGHTS AND OUTLETS 4. ALL 15A AND 20A 120V BRANCH CIRCUITS #10 COPPER TO WATER HEATER LOCATED IN THE GARAGE AND LAUNDRY WILL BE ARE TO BE GFCI PROTECTED. #8 COPPER TO RANGE GFCI PROTECTED. #8 TO A/C AND LOCATIONS OF ALL ELECTRICAL EQUIPMENT, (INCLUDING KITCHEN EQUIPMENT) 5. ALL GARAGE BAYS WILL HAVE DEDICATED GFCI AND PROVIDE AND INSTALL COMPLETE OUTLET. 6. ALL OUTLETS LOCATED IN THE KITCHEN AND MUNICIPALITY CODES, STANDARDS AND AMC! PROTECTED ORDINANCES. 11 1 BATH O #2 -GROUND TO (2) 5/8" RODS (6' APART) ALSO 7. DW. AND GARBAGE DISPOSAL ARE TO BE GFCI SERVICE TO BE BONDED TO FOOTING STEEL PROTECTED. NOTE: 8. EXCEPTIONS TO THE GFCI STIPULATION WILL BE ALL ELECTRICAL WORK AND MATERIAL PROVIDED SHALL COMPLY WITH THE FLORIDA ALLOWED ONLY IF ALLOWED PER CURRENT BUILDING CODE. (2017) THE ABOVE ELECTRICAL LAYOUT IS FOR BID PURPOSE ONLY. NFPA / NEC. 9. OUTLETS LOCATED IN THE LAUNDRY ARE TO BE GFCI AND AFCI PROTECTED. 200 AMP ELECTRICAL RISER • THIS DIAGRAMMATIC PLAN IS INTENDED TO 10. OUTLETS LOCATED WITHIN 6'-0" OF A WET AREA ARE TO BE GFCI PROTECTED. O O f� O cN O U � J N V' (o co ce CO 04 E Q Q a7 CA � .%o CD CD O C .4; ,-. N :) C r, C !E Lo cu cu X o 0. Q0. u z z as a E 0 N z w 0z w Q s w d a, M th a � 00O a J N m Ln Al C E u- 0 Cn O 0 c 0. - N 00 (n w 4:k M w � J c.a z z m 0 r C) N CL C O cr � a V) M oC 00 N r d U N Ln C M a 0 m tn LL v o O'C O N w sZ > -o •2: -0c o 0 w ¢ w U") O a m LO d z d ISSUE DATE 02/05/2018 w REVISIONS PROJECT: 18-0125 SCALE: AS NOTED z z DRAWN BY: JML & JFT DESIGNED BY: MJS ELECTRICAL LAYOUT 08 11. ALL OUTLETS OVER COUNTERTOPS TO BE 42" A.F.F. (U.N.0.). 12. ALL SMOKE/CARBON MONOXIDE DETECTORS ARE TO BE HARD WIRED, INTERCONNECTED AND AFCI PROTECTED. 13. 8'-0" HEIGHT VANITY LIGHTS IN MASTER BATHROOM AND 7'-0" IN ALL OTHER BATHROOMS. NOTES: • THIS DIAGRAMMATIC PLAN IS INTENDED TO SHOW LIGHTING AND CONVENIENCE OUTLETS ONLY. IT IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO VERIFY THE REQUIREMENT AND LOCATIONS OF ALL ELECTRICAL EQUIPMENT, (INCLUDING KITCHEN EQUIPMENT) AND PROVIDE AND INSTALL COMPLETE ELECTRICAL SERVICE AS REQUIRED PER NFPA, NEC, FBC CODES AND ALL REIGNING MUNICIPALITY CODES, STANDARDS AND ORDINANCES. • LOCATION OF FIXTURES AND / OR OUTLETS ARE SUGGESTED LOCATIONS AND MEET MOST LOCAL CODE REQUIREMENTS. ADDITIONS OR ADJUSTMENTS MAY BE MADE BETWEEN THE OWNER AND BUILDER IN THE FIELD. • ALL ELECTRICAL WORK AND APPLIANCES ARE IN FULL COMPLIANCE WITH N.F.P.A., N.E.C., F.B.C. 6TH EDITION (2017) RESIDENTIAL, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. • VARIOUS SYMBOLS ON ELECTRICAL LEGEND MAY OR MAY NOT BE USED ON THIS PLAN. a ELECTRICAL KEY: a w a CEILING MOUNTED LIGHT o w m O PULL CHAIN LIGHT o PC z d RECESSED LIGHT z WALL MOUNTED LIGHT ® WALL WASH RECESSED 0 z DUPLEX RECEPTACLE 220 V RECEPTACLE 4 1/2 HOT, 1/2 SWITCHED Vi z WP WATER PROOF RECEPTACLE a FLOOR RECEPTACLE w PRE -WIRE FOR CLG. FAN �GFI GROUND FAULT INTERRUPT WALL SWITCH o 3 -WAY SWITCH a d �Q DIMMER SWITCH z N TELEPHONE JACK E -I CABLE JACK a uj PRE -WIRE GARAGE DOOR OPENER uj FLUORESCENT LIGHT z f�2 © ELECTRICAL PANEL ® CHIME o DOOR BELL / GARAGE DOOR SWITCH DISCONNECT SWITCH ELECTRICAL METER (� S.D. SMOKE DETECTOR 0 C.M.S.D. CARBON MONOXIDE / SMOKE DETECTOR CEILING FAN w ui m • WALL SCONCE + CHANDELIER cn o 4 C" n SPOT LIGHT s FLUSH MOUNT FLUORESCENT LIGHT w d V) O(73 FAN /LIGHT COMBINATION c4 It GARBAGE DISPOSAL MOTOR ® SPEAKER w U JUNCTION BOX 0 L.V. LOW VOLTAGE V.P. VAPOR PROOF A.F. ARC FAULT PROTECTION 0 0 O O f� O cN O U � J N V' (o co ce CO 04 E Q Q a7 CA � .%o CD CD O C .4; ,-. N :) C r, C !E Lo cu cu X o 0. Q0. u z z as a E 0 N z w 0z w Q s w d a, M th a � 00O a J N m Ln Al C E u- 0 Cn O 0 c 0. - N 00 (n w 4:k M w � J c.a z z m 0 r C) N CL C O cr � a V) M oC 00 N r d U N Ln C M a 0 m tn LL v o O'C O N w sZ > -o •2: -0c o 0 w ¢ w U") O a m LO d z d ISSUE DATE 02/05/2018 w REVISIONS PROJECT: 18-0125 SCALE: AS NOTED z z DRAWN BY: JML & JFT DESIGNED BY: MJS ELECTRICAL LAYOUT 08 6 1 o] u CONCRETE BLOCK / HEADER OR STEEL LINTEL PC EXP. STRIP �►- I PC ANCHOR cc a o� Liu STRIP UJI GLS. BLK. PER PLAN © �-- 0 pM O �# U PC PANEL (O fA c r"• "tn N ~(o 'D QM p E .�(o04p O REINFOR. 0 E = Q 00 a. Li c W rnw SEALANT m a o m rc itz PC ANCHOR STRIP U EXP. BOLT (2) M C� O 0 L1. J N � M PER ANCHOR E LCL. O MORTAR ' N i 00 V) � M ASPHALT O i J O C) EMULSION N C) cr L0 o (n M i 00 N CONC. BLOCK 1 ^ r fo r ` 0 i o N 0 � " C = Q w Ln O a WALL i 4 EXTERIOR FINISH 02/05/2018 O REVISIONS PANEL ANCHOR CONSTRUCTION PROJECT: 18-0125 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS DETAILS PC PANEL REINFORCING (TOP): USED IN PANELS OVER 25"S.F. IN AREA,IS EMBEDDED HORIZONTALLY IN THE MORTAR JOINTS BETWEEN EVERY OTHER COURSE. PANEL REINFORCING IS FORMED OF TWO PARALLEL WIRES, EITHER 1" O.C. (FOR USE WITH "THINLINE" SERIES GLS BLK.) OR 2" O.C. (FOR USE W/ "PREMIERE" SERIES GLS. BLK.), W/ BUTT WELDED CROSSWIRES AT REGULAR INTERVALS. 4' AND 10' LENGTHS AVAILABLE. PC PANEL ANCHORS (MIDDLE): ARE USED TO TIE PITTSBURGH CORNING GLASS BLOCK PANELS INTO THE SURROUNDING FRAMEWORK WHEN CHANNELS ARE NOT USED. FORMED FROM 20 GAUGE PERFORATED - THEN GALVANIZED STEEL STRIPS, PANEL ANCHORS ARE AVAIL. IN 1[" WIDTHS X 24" LENGTHS. 3 d- EXPANSION STRIPS (BOTTOM): MADE OF WHITE POLYETHYLENE, ARE INSERTED AT THE HEAD AND THE STRIPS REPLACE MORTAR AT THESE POINTS TO CUSHION THE GLASS BLOCK AND ALLOW THE PANEL TO EXPAND & CONTRACT FREELY. FOR METAL CHANNEL OR MASONRY CHASE CONSTRUCTION, PC » 4 EXPANSION STRIPS ARE AVAILABLE " THICK X 4" WIDE X 24" LONG. FOR PANEL ANCHOR CONSTRUCTION, 1 STD. 4 WIDE STRIPS ARE EASILY CUT TO 3 WIDTH, FOR 3] PREMIERE SERIES BLK., AND TO 21WIDTH, FOR 32 "THINLINE" SERIES BLOCK. INSTALLATION NOTES: 1. THROUGHOUT INSTALLATION, KEEP THE WINDOW JAMBS PLUMB AND SQUARE. KEEP HEAD AND SILL LEVEL AND SQUARE. MAKE SURE HEAD AND SILL ARE NOT CROWNED UP OR DOWN. 2. CONSTANTLY CHECK WIDTH AT MEETING RAILS (i.e. DOUBLE HUNGS) TO AVOID "BOWED OUT' INSTALLATION. 3. APPLY GENEROUS BEAD OF CAULK ALONG INTERIOR SURFACE OF NAILING FIN ON ALL SIDES PRIOR TO SETTING WINDOW INTO OPENING. WINDOW INTO SHIMS. CENTER THE WINDOW IN THE 6 GLASS B DETAILS 4. PLACE 1/4" SHIMS AT SILL CORNERS AND SET SCALE' N.T.S. OPENING ALLOWING A 1/4" GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE. WHEN INSTALLATION IS COMPLETE, THESE SHIMS MAY BE REMOVED, CHIMNEY HEIGHT 24" ROOF UNDERLAYMENT PER FBC 5. INSTALL FASTENERS (STRAIGHT, NOT ANGLED) IN EVERY OTHER FASTENER SLOT STARTING AT THE ABOVE ROOF WITHIN 10' R905,2 7 CDX PLYWOOD OR O.B.S. MIDDLE OF THE WINDOW. FASTENER MUST BE EMBEDDED INTO SOLID WOOD A MINIMUM OF 1". KEEP WINDOW LOCKED UNTIL ALL SIDES ARE SECURED. PRE -FAB CAP LATH AND STUCCO 6. CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT USED. OVER CHIMNEY 7. CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. "J" METAL FLASHING 8. INSULATE AROUND PERIMETER WITH BATT TYPE INSULATION. DO NOT USE EXPANDABLE FOAM. THE USE HCDPL/R TYP. 4x5 BASE FLASHING OF EXPANDABLE FOAM WILL VOID WARRANTY. ROOF COVERING PER PLAN 9. FOR ANY INSTALLATION FINISHED WITH BRICK OR STONE, ALLOW 1/4" GAP AT SILL BETWEEN 7/8" STUCCO OVER PAPER 15/32" C.D.X. OR 7/16" O.S.B. (MIN. 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. 2.5:12 PITCH) EXTERIOR FINISHING MATERIAL WHICH SURROUNDS WINDOW). ALL AROUND NAILED $d @ 6 & 12 GALV. L -FLASHING ROOF UNDERLAYMENT PER FBC 2x's @ 24" O.C. W/ HUGHES NfP35 ATTACHED TO SHEATHING WHEN GREATER THAN 24" x 24". FLASHING SEQUENCING: • APPLY BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER ALL OF ROUGH OPENING. 2x4 BLOCKING 2x4 BLOCKING • SET WINDOW UNIT. / • APPLY 2ND BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER NAILING FIN AND BLDG PAPER. TRUSS @ 24" O.C. • APPLY SIDE STRIPS OF SELF-ADHESIVE TYPE FLASHING. • APPLY TOP PIECE OF SELF-ADHESIVE TYPE FLASHING. / RUSS @4" O.C. WIT 77' NOTE: / ROOF COVERING PER PLAN SELF-ADHESIVE TYPE FLASHING IS A GENERIC TERM. SEE SPECIFICATIONS FOR MATERIAL TO BE USED. ROOF UNDERLAYMENT FIRE BLOCKING 2x4 BLOCKING PER FBC R905.2.7 IMPORTANT: 15# FELT DRAINAGE PLANE I METAL FIRE BLOCKING ROOF SHEATHING IT IS THE RESPONSIBILITY OF THE OWNER OR BUILDER TO SELECT PRODUCTS IN COMPLIANCE WITH WOOD BASED EXTERIOR SHEATHING- OSB AROUND FLUE LINER 2x4 #2 SPF OR #3 6" MIN. LAP ON METAL APPLICABLE LAWS AND BUILDING CODES. DO NOT USE MURIATIC ACID ON HOMES AFTER INSTALLING THIS a. WINDOW. THE ACID MAY DESTROY THE COIL SPRING BALANCE SYSTEM. WINDOWS WILL NOT BE UNDER 7/8" NOMINAL STUCCO THICKNESS \ a a a 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 ooe PEEL AND STICK TAPE 4 0 MANTLE METAL OR PLASTIC EXPANSION S JOINT O O DRAINAGE PLANE OVERLAP CONTROL BEAD FLASHING AND MEMBRANE STRIP OVER WOOD _ FRAME / MASONRY CONNECTION. MEMBRANE STRIP COVERING WOOD FRAME PRE -FAB FIRE BOX INTERSECTION UNDER EXPANSION JOIN EQUAL DAMPER TO PROTECTO WRAP BT-20XL-9" WIDE. TO EXTEND 2" BELOW THE CMU 18" NON-COMBUSTABLE 1/2" NOMINAL CEMENTITIOUS FINISH MATERIAL FOR HEARTH FOUNDATION ,, VALLEY RAFTER SCALE: 3„ _ V-0" 2 WINDOW FLASHING DETAILS 20 STUCCO BOND BREAK FFLASHING DETAIL PRE -FAB FIREBOX FLASHING DETAIL SCALE: N.T.S. SCALE: N.T.S. SCALE. N.T.S. 6 1 o] u D1 • cc a o� Liu UJI © �-- 0 pM O �# U LL (O fA c r"• "tn N ~(o 'D QM p E .�(o04p O C (D Nc Imo• p —+ 'L- O0� 0 E = Q 00 a. Li c W rnw z m a o m rc itz 00 W U � M C� O 0 L1. J N � M E LCL. O cn o ' N i 00 V) � M O i J O C) N � N C) cr L0 o (n M i 00 N U (14 Lf) ac r' ,.., 1 ^ r fo r ` 0 i o N 0 � " C = Q w Ln O a i I ISSUE DATE 02/05/2018 REVISIONS PROJECT: 18-0125 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS DETAILS D1 _I1 1 11 I1111 1111 1 IL 111 1 FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2, STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETAIL SHEET FOR MORE INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH MIN. 7" EMBEDMENT. 1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN 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 1st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/211, 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. DESIGN PRESSURES ENGINEERED LUMBER TE�'� GENE RAL N O S 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): INTERNAL PRESSURE COEFFICIENT +/-0.18 2. ENGINEERED LUMBER SHALL BE EITHER STRUCTURAL COMPOSITE LUMBER ASDEFINED SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF NDS SECTION 8.1 (INCLUDING LVL, PSL, AND LSL LUMBER) MAX. DRY DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR) MINIMUM FIRST FLOOR FRAMING PLAN BEARING CAPACITY 2000 PSF 3. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN TERMITE TREATMENT VALUES AS FOLLOWS: (+) VALUE DENOTES PRESSURE COLUMNS BEAMS STUD REFER TO SECTION R318 PROTECTION AGAINST TERMITES, OF THE E = 1,700,000 Win' U.N.O. E = 2,000,000 Wine U.N.O. E = 1,500,000 Win' U.N.O. FLORIDA BUILDING CODE - RESIDENTIAL CURRENT EDITION, FOR FULL AREA LIST OF REQUIREMENTS Fb = 2650 Fb = 3000 Fb = 2200 CAST IN PLACE CONCRETE Ft =1650 Ft =1700 Ft =1500 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF Fc 11= 3000 Fc 11= 3000 Fc 2100 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, Fc j = 450 Fc 1= 900 Fc 1- 450 AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. Fv = 285 Fv = 285 Fv = 150 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO 20 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. (-) 23.9 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 9'-0" x 7'-0" BEND) AROUND CORNERS OR CORNER BARS WITH MIN..30" LAP EXCLUDING BEND MEANS AND METHODS AT EACH END SHALL BE PROVIDED. CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OF THE 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. CONTRACTOR. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE ERECTED & TRUSS / FRAME MEMBERS ARE CONNECTED PROPERLY PER APPROVED CENTER TO UPPER 1/3 OF THE SLAB. 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 OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM, IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, MASONRY WALL CONSTRUCTION METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 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 FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR POSITIONERS IN MIDDLE OF WALL SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT 7. REINFORCING STEEL SHALL BE LAPPED MIN. :30'U.N.O. CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" AND STRUCTURAL PLANS FOR MORE INFO. 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING TRUSS ENGINEER OF RECORD CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO LATEST EDITION OF ANSI TPI 1. CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ MANUFACTURER UNLESS NOTED ON PLANS EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF CONSOLIDATION. TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. WOOD CONSTRUCTION TRUSS DESIGN LOADS: 1. WOOD CONSTRUCTION SHALL CONFORM TO THE ANSI/AWC "NATIONAL DESIGN TOP CHORD: Lr = 16 PSF SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) DL = 7 PSF (SHINGLE TYPE ROOF COVER) 2. LUMBER DENOTED AS SPF#2 OR SPF#1/#2 SHALL BE SPRUCE -PINE -FIR VISUALLY DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) GRADED "No.1/No.2" BY NLGA, OR BETTER. DL = 14 PSF (TRUSS OVERBUILD) 3. LUMBER DENOTED AS SYP#2 SHALL BE SOUTHERN YELLOW PINE OR "MIXED" BOTTOM CHORD: DL = 5 PSF SOUTHERN YELLOW PINE VISUALLY GRADED "No 2" BY SFIB, OR BETTER. MINIMUM FLOOR DESIGN LIVE LOADS: 4. OTHER LUMBER SHALL BE VISUALLY GRADED "No. 2" OR BETTER, REGARDLESS OF A) FLOORS = 40 PSF B) BALCONIES =60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) SPECIES, U.N.O. ON FRAMING PLANS OR DETAILS. C) DECKS = 40 PSF D) STAIRS = 40 PSF 5. ALL STRUCTURAL WOOD MEMBERS INCLUDING EXTERIOR FRAME WALLS, BEARING E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. WALLS, SHEAR WALLS, AND MISC. MEMEBERS (I.E. BLOCKING OR GABLE END BRACING MINIMUM FLOOR DESIGN DEAD LOADS: SHALL BE SPF#2 OR BETTER U.N.O.. A) FLOORS = 15 PSF B)BALCONIES = 15 PSF 6. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING GENERAL LOADING: (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. ATTIC WITHOUT STORAGE = 10 PSF 7. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD ATTIC WITH LIMITED STORAGE = 20 PSF SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF 8. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL GUARDRAILS IN -FILL COMPONENTS = 50 PSF SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA DURABLE OR PRESERVATIVE -TREATED WOOD. RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING 9. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED LESS THAN 2FT), BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM BY OTHERS. EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) 10. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE 12d TOENAILS EACH END. CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND HSS2 STUD SHOES, TYP U.N.O. EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP 11. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE 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 164" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST 12. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. IS TO BE PRESSURE TREATED IN ACCORDANCE WITH THE LATEST EDITION OF THE -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS AWPA U1 STANDARD. AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-133. ("T" BRACING MAY BE USED I.L.O. 13, UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR PEMANENT CLB 1F IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT TABLE WITHIN BCSI-133). WOODEN TOP PLATES. -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d 14. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS TOENAILS REQ'D. EXT, SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN 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'S (SEE GEN. STAIR DETAIL SHEET FOR MORE INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH MIN. 7" EMBEDMENT. 1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN 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 1st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/211, 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. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 140 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 FOUNDATION DETAILS WIND PRESSURE & SUCTION EFFECTIVE S5A FIRST FLOOR FRAMING PLAN (PSF) WIND STA ROOF FRAMING PLAN (+) VALUE DENOTES PRESSURE AREA (SQ FT) SD2 GENERAL DETAILS VALUE DENOTES SUCTION AREA O O SD5 (+) 21.2 (+) 21.2 10 (-) 22.9 (- 28.3 V W Z � M� C _W Z� (+) 20.2 (+) 20.2 20 -) 22.0 - 26.4 (+) 19.0 (+) 19.0 50 (-) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 a U < 0 W M:: ¢ o'CL (-) 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16-0" x 7'-0" Z M O o (+) + (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 q� 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 S1A FOUNDATION PLAN S2A DOWEL PLACEMENT PLAN S3 FOUNDATION DETAILS S4A LINTEL PLAN S5A FIRST FLOOR FRAMING PLAN S6 NOTES &CONNECTOR LEGEND STA ROOF FRAMING PLAN SD1 GENERAL DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS SD5 TWO STORY DETAILS SD6 TWO STORY DETAILS ST1 GENERAL STAIR DETAILS V W Z � M� C _W Z� MASTER UPDATES NUMBER DATE DESCRIPTION 1 2/17/2017 CREATED ELEV A, B, C, & OPTIONAL BEDROOM#5 2 4/10/2016 QC CLEANUP - ADDED MISSING CALL OUT TO FRAMING PLAN MASTER UPDATED TO INCLUDE TRAY @ MASTER W/ OPT. 3 10/16/2017 BEDROOM #5 (MID -FLORIDA TRUSSES) Lou J Q H z Lu 0 in w CK Z 0 N Z 0-• 0 w _ W m � 0 O v W z� 0 0 O w H O z O ,I- O U-1 O Q , x I- ss ®��®�1111191111y®�®� W NTIALS 0 Ci �; ®z w m: 4 W � us ¢ 0 d Z z co D P 4 �, °®® ®•° q) so 0 ® m wILL HG o ®''®®�/►111�11 cn Z O COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LCC is strictly prohibited. O CL Ld 0 U O z °. 0 Z m z. 0 J M � w z _O WV�w []USE E U1� °r6nJOW�''�' 0 V W Z � M� C _W Z� <0j y J_tQo_o o p�W 4c E W 1- ooxzwz U 1-- �1,/ LL. a U < 0 W M:: ¢ o'CL O W LL 0 0 Ln �^^ V, Z M O o z 0 U1 CL cn t0 Z N p F- z a o W W W o awe 0 ., W " LU = t/) � W Z z aW0. U = 0 W � U) 0 O ti Z LU IZ 0. C4 05 LU BLDG DESIGN: - - STRUCTURALENG: MCD w DRAFTING: W -DESIGN: --- I=--STRUCT: MR/MB U _-_-- QC CHECK: CC c JOB No. PSQ-2180132 Q SCALE: AS INDICATED I - w DATE: 02/20/18 w S C tr cn z 0 ry av F- M 0 in I t _ 1 11 1 11111 LIRE h 111 [1- 1 L '_ 30'-0" SYMBOLS LEGEND FOUNDATION NOTES: w ■ INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE Q 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 2, PROVIDE 4" 250OPSI GONG. SLAB W/ 6x6xW1.4xW1 A WELDED WIRE MESH --- ---- -- • INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 PLACED AT MIDDLE OR UPPER 1/3 OF SLAB 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 Q m INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. CURRENT CODE EDITION). z 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG: & TIE BEAM Q ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. r INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. LAP SPLICES SHALL BE NO LESS THAN 30". w GRADE 60 #5 CONT. FT.G TO TIE BEAM. � 4, CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR zZ RECESSING DOOR SILLS. 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.) t- CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THEW U THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR (1) USE ALTERNATE APPROVED METHOD. 0 W 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY p COMMUNITY & COUNTY CODES. O 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL LL1 SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE z AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. M 9. NO WOOD STAKES PERMITTED IN FOUNDATION. Q v 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO _j DETERMINE STEP LOCATIONS IF REQUIRED U. W 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS _ AND LAP SPLICE, SEE DTL MF09 AND MF10 ON S3 FOR STANDARD U_ FOOTING STEP DOWN AND CORNER INFORMATION. O 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE p SHALL BE ELEVATED A MIN OF 18", CONTRACTOR TO PROVIDE SUCH co PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER W CL COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE W PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO O FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. Q SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS F - 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 a 0e ®11%,11111/®1®���� W 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO p ti� !�, 000/J/®�� a00 DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE 0 •°°• a °•o+t� ` W p STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND Z ®� - �- '� J z FOOTING SIZES PENDING DEPTH OF STEMWALL Q® � U_ 15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE Uj a HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE -- STOP--- %i ij Cf) @ ® Q CONTACT E.O.R. PRIOR TO CONSTRUCTION d �-°'o® o°•° 16. ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTING Q ®®'� SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OF THE LL � p�®�®�e FOOTING WILL BE MEASURED FROM THE LOWEST SLAB ELEVATION 0 11111111111 MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION (D PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE O CONDITIONS AND/OR LOCATIONS. CONTRACTOR TO FIELD VERIFY 05 ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT O U p REQUIREMENTS ARE MET. wIL 0 ho N u i A a FOOTING SCHEDULE 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. ¢ O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. Z U z BARS& 3" MIN. COVER TO EDGE OF CONC. F- Q O$ _ p' 12"x24"x12" dp w/ #5's EQUALLY SPACED EA. 24" SIDE O.C. & MIN J Z E Q L70 1A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN`C Z BARS & 3" MIN. COVER TO EDGE OF CONC. (3) #5 PARALLEL TO 12 U_ H SIDE 6" O.C.0 W W 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. z LLl U w 2O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. O Z 0 U •-- f`- E J 0) Z) BARS & 3" MIN. COVER TO EDGE OF CONC. Q O 06 � U) of S 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. U U)0 LZ- N17 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. Z Z J BARB & 3" MIN. COVER TO EDGE OF CONC. LUr m U -c 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. I- r '' .J 0 ~ p ,>- c 8 <a> .5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. � W Q Q © IX w BARS & 3" MIN. COVER TO EDGE OF CONC. o 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. w I- �Ir Z 0 � z w z E <2.6 WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. U L O z F- w `'Z O Q ~ V <WQ BARS & 3"MIN. COVER TO EDGE OF CONC. I-- � Q � O J a 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. W I- 0 3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. O W O Z O LL BARS & 3 MIN. COVER TO EDGE OF CONC. = O 0 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. Z 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS& 3" MIN. COVER TO EDGE OF CONC. 0 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. ( - �p WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MW (6) # 5 E.W. a Z CV BARS & 3" MIN. COVER TO EDGE OF CONC. �_ O �... 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. 4 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. j O BARS & 3 MIN. COVER TO EDGE OF CONC. a 48"x48"x16" dp w/ #5's EQUALLY SPACED EA.W W W 4A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. 0 j BARS & 3" MIN. COVER TO EDGE OF CONC. z O W W 11 48"x48"x24" dp w/ #5's EQUALLY SPACED EA. 4B WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. W110 WBARS & 3" MIN. COVER TO EDGE OF CONC.52"x52"x12" dp w/ #5's EQUALLY SPACED EA. z Z 4.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. Q W BARS & 3" MIN. COVER TO EDGE OF CONC. U =5 Q 54 x54 x16 dp w/#5's EQUALLY SPACED EA. t- 1 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. W (/) 0 0 BARS & 3" MIN. COVER TO EDGE OF CONC. O 54"x54"x24" dp w/#5's EQUALLY SPACED EA. o O Z WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. U, �( BARS & 3" MIN. COVER TO EDGE OF CONC. z (L CV } 60"40"x16" dp w/#5's EQUALLY SPACED EA. F O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. o BLDG DESIGN: --- BARS & 3" MIN. COVER TO EDGE OF CONC. STRUCTURAL ENG: MCD 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. I- STRUCT: MR/MB QC CHECK: CC W JOB No, PSQ 2180132 SCALE: AS INDICATED FOUNDATION P w DATE: 02/20/18 0 1/4"=11-011 w 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, LCC is strictly prohibited. C3 40 15'-4" 14'-8" 811 141-811 A�^l-811 V LPA$D 00, ■ I o -o 2 PAVERS I � MF01 I U_ S3 ci zo l 00'-411 I ■ (■ ■ I F1 IMF01 S3 MFO MFQ1 S3 S3 I I S3 I■ to N ( � N ■I I ao T- - 0 N I 0 N I I ao IN Ki I MF01 S3 16'-0" FO Q S3 2.3 ■ I o I 0'-0" FIN. FLR. I I MI- I- - - ■ T1 LO■ MFO I ■ 4" THICK CONC, SLAB W/ 4 S3 FIBERMESH. OVER 6 MIL VAPOR I I ® BARRIER OVER COMPACTED FILL. �? - m I-- - _ ■ - ------ ------aaa-� _ _ ..I - 4'-4"- I I I I r LO I I 1 C7 ■ } i r --iii ■ 0 00. L__Jii U > N FO =-- i ii ■ 10 I S3 i i i V N L_ ■ N 04 I MF01 r3 6-7- CV ■ O FO S3 U_ U S3 I I aZo71I 9'-4" (2 -STORY FTG) 20'-01' I I 61 FO ■ I ■ 3.5 F S3 S3 2.3 °° d ® ■ ■ ■ Io ` 001-41, M F02 (Ilk S3 ■ FO I ■ F U PAVERS 00 2.6 U') - 0 � bn cU S3 r MF13 ■ ■ ■ S2A 2.6 � Zh • ■• DO D •e s DO D 2'-4" 16'-0" 2'-4" 8" T-8" 1'-0" 20'-8" 9'-4" 30'-0" SYMBOLS LEGEND FOUNDATION NOTES: w ■ INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE Q 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 2, PROVIDE 4" 250OPSI GONG. SLAB W/ 6x6xW1.4xW1 A WELDED WIRE MESH --- ---- -- • INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 PLACED AT MIDDLE OR UPPER 1/3 OF SLAB 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 Q m INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. CURRENT CODE EDITION). z 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG: & TIE BEAM Q ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. r INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. LAP SPLICES SHALL BE NO LESS THAN 30". w GRADE 60 #5 CONT. FT.G TO TIE BEAM. � 4, CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR zZ RECESSING DOOR SILLS. 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.) t- CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THEW U THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR (1) USE ALTERNATE APPROVED METHOD. 0 W 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY p COMMUNITY & COUNTY CODES. O 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL LL1 SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE z AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. M 9. NO WOOD STAKES PERMITTED IN FOUNDATION. Q v 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO _j DETERMINE STEP LOCATIONS IF REQUIRED U. W 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS _ AND LAP SPLICE, SEE DTL MF09 AND MF10 ON S3 FOR STANDARD U_ FOOTING STEP DOWN AND CORNER INFORMATION. O 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE p SHALL BE ELEVATED A MIN OF 18", CONTRACTOR TO PROVIDE SUCH co PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER W CL COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE W PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO O FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. Q SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS F - 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 a 0e ®11%,11111/®1®���� W 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO p ti� !�, 000/J/®�� a00 DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE 0 •°°• a °•o+t� ` W p STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND Z ®� - �- '� J z FOOTING SIZES PENDING DEPTH OF STEMWALL Q® � U_ 15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE Uj a HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE -- STOP--- %i ij Cf) @ ® Q CONTACT E.O.R. PRIOR TO CONSTRUCTION d �-°'o® o°•° 16. ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTING Q ®®'� SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OF THE LL � p�®�®�e FOOTING WILL BE MEASURED FROM THE LOWEST SLAB ELEVATION 0 11111111111 MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION (D PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE O CONDITIONS AND/OR LOCATIONS. CONTRACTOR TO FIELD VERIFY 05 ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT O U p REQUIREMENTS ARE MET. wIL 0 ho N u i A a FOOTING SCHEDULE 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. ¢ O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. Z U z BARS& 3" MIN. COVER TO EDGE OF CONC. F- Q O$ _ p' 12"x24"x12" dp w/ #5's EQUALLY SPACED EA. 24" SIDE O.C. & MIN J Z E Q L70 1A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN`C Z BARS & 3" MIN. COVER TO EDGE OF CONC. (3) #5 PARALLEL TO 12 U_ H SIDE 6" O.C.0 W W 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. z LLl U w 2O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. O Z 0 U •-- f`- E J 0) Z) BARS & 3" MIN. COVER TO EDGE OF CONC. Q O 06 � U) of S 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. U U)0 LZ- N17 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. Z Z J BARB & 3" MIN. COVER TO EDGE OF CONC. LUr m U -c 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. I- r '' .J 0 ~ p ,>- c 8 <a> .5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. � W Q Q © IX w BARS & 3" MIN. COVER TO EDGE OF CONC. o 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. w I- �Ir Z 0 � z w z E <2.6 WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. U L O z F- w `'Z O Q ~ V <WQ BARS & 3"MIN. COVER TO EDGE OF CONC. I-- � Q � O J a 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. W I- 0 3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. O W O Z O LL BARS & 3 MIN. COVER TO EDGE OF CONC. = O 0 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. Z 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS& 3" MIN. COVER TO EDGE OF CONC. 0 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. ( - �p WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MW (6) # 5 E.W. a Z CV BARS & 3" MIN. COVER TO EDGE OF CONC. �_ O �... 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. 4 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. j O BARS & 3 MIN. COVER TO EDGE OF CONC. a 48"x48"x16" dp w/ #5's EQUALLY SPACED EA.W W W 4A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. 0 j BARS & 3" MIN. COVER TO EDGE OF CONC. z O W W 11 48"x48"x24" dp w/ #5's EQUALLY SPACED EA. 4B WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. W110 WBARS & 3" MIN. COVER TO EDGE OF CONC.52"x52"x12" dp w/ #5's EQUALLY SPACED EA. z Z 4.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. Q W BARS & 3" MIN. COVER TO EDGE OF CONC. U =5 Q 54 x54 x16 dp w/#5's EQUALLY SPACED EA. t- 1 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. W (/) 0 0 BARS & 3" MIN. COVER TO EDGE OF CONC. O 54"x54"x24" dp w/#5's EQUALLY SPACED EA. o O Z WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. U, �( BARS & 3" MIN. COVER TO EDGE OF CONC. z (L CV } 60"40"x16" dp w/#5's EQUALLY SPACED EA. F O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. o BLDG DESIGN: --- BARS & 3" MIN. COVER TO EDGE OF CONC. STRUCTURAL ENG: MCD 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. I- STRUCT: MR/MB QC CHECK: CC W JOB No, PSQ 2180132 SCALE: AS INDICATED FOUNDATION P w DATE: 02/20/18 0 1/4"=11-011 w 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, LCC is strictly prohibited. C3 40 � L 1:11.11 1 l ll il� li 9 I v 9 F0 N zo N. C CC P' 14'-0" 11-0" 3'-8" &@24"O.C. 5'_4„ 3'-8" 1'-011 VERTICALLY BETWEEN 0 A , o Z N COLUMN & MAIN OF— c ZZZz HOUSE CMU W O U z ° o$ z m �> L11 W FILLED CELL J W W > PLAN VIEW (n W ,- o > VU Z W oU�!= E 0 Z) (0 > J o�j�OcnN� g F_ > 3'-8" V-8" 3'-0" J N c W Z a ■ 0 ■ = W —j `:W ©03 W '0 Z1zWz ■ Oz—W20E a ~ O UQ W"'' a U in0= W ��� j er , ZLL a 0 W OOO Z �O a ■NO ■ p STRUCTURALENG: MCD tJ DRAFTING: -DESIGN: --- 0 -STRUCT: MR/MB a QC CHECK: CC 0 JOB No. PSQ-2180132 O� L SCALE: AS INDICATED ■ DATE: 02/20/18 J S2Ar W C zo ■ L6'b 0? ■ CP, I C14Ii ■ — 1--------- ■ 60 _ �. --------- ^� -------- N ------------------------- --- 0 0 0 — ----------- ------------�.—... .�r....,.._-«....�.....'7" --------- J ■ 00 ----y -- r -------- , N Ir - --- i i ■ ,c 00 _ L_______ i; N ZI , ■ CV ■ ■ - L0 ■ ■ o � CV FN ■ o 4'4" 5-4" ■ ■ �r TIE IN COLUMN M o TO WALL PER ■ DETAIL MD10/S2A N _— _ —� ■ ■ M ■ • 2'-4" 16'-0" • k jo 2'-4" 1'-4" 6'-0" 2'-011 SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.) • INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM. m INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. GRADE 60 #5 CONT. FT.G TO TIE BEAM. (1) # 5 @ TOP, BOTTOM ❑ &@24"O.C. U VERTICALLY BETWEEN 0 A , o Z N COLUMN & MAIN OF— c ZZZz HOUSE CMU W O U z ° o$ z m �> L11 W FILLED CELL J W W > PLAN VIEW (1) # 5 @ TOP, BOTTOM &@24"O.C. VERTICALLY BETWEEN COLUMN & MAIN HOUSE CMU SECTION VIEW fi6�1MASONRY COLUMN TIE IN (1) CONT. # 5 FROM TIE BEAM TO FOOTING MASONRY WALL. REINFORCING PER PLAN (TYP). 1/2"=1'-0" DOWEL PLACEMENT PLAN COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING& DESIGN, OF WMR & ASSOCIATES, LCC is strictly prohibited. C C r F W ❑ M��E i i i � �®�atttatrrri`dl Sop ® Q:®� C0 p 0-®jY� z 6I- .�i ®.„ J z Cn l� •0 � Z J U 0 A , o Z N d U tl OF— c ZZZz """' 0 W O U z ° o$ z m �> L11 W (D J W W > r , (n W ,- > VU Z W oU�!= E 0 Z) (0 > J o�j�OcnN� g > ..-.M C')Wzc�M1L.=_ zQO��m J N c W Z a 0 = W —j `:W ©03 W '0 Z1zWz J Oz—W20E a ~ O UQ W"'' a U in0= W ��� j W ZLL a 0 W OOO Z �O a a Z N OF— """' 0 �> L11 Lo J W W > 0uW _U) W W Z a W Cy OC U in0= WU) 0 0 W OOO Z a BLDG DESIGN: --- p STRUCTURALENG: MCD tJ DRAFTING: -DESIGN: --- -STRUCT: MR/MB C QC CHECK: CC 0 JOB No. PSQ-2180132 L SCALE: AS INDICATED DATE: 02/20/18 J S2Ar C W F- �C (1) #5 FROM FTG. TO (1) #5 FROM FTG. TO IF BEARING WALL HOLD BRG WALL BACK J MASONRY WALL BOND BEAM IN FULLY i�, BOND SEAM IN FULLY 4 L� SEE PLAN ABOVE -WALL SO GYP FINISH IS 2x BRG WALL PER Q PLAN AND BEARING GROUTED CELL. GROUTED CELL. ANCHOR TO HAVE MIN. FLUSH W/ z (2) #5 BARS @TOP WALL SCHEDULE UJ SPLICE TO BE MIN. 30" SPLICE TO BE MIN. 30" (2) #5 BARS @ TOP 7" EMBEDMENT BELOW MIN 5" FOUNDATION BELOW a WHEN MONO DEPTH 41, WHEN MONO DEPTH - LOWEST STEP OF CONC. SLAB PER w MASONRY WALL :iii. EXCEEDS 26". IF i EXCEEDS 26 IF �-`�, CONC. SLAB PER CURB W M I _ FOUNDATION PLAN F SEE PLAN DEPTH IS LESS THAN DEPTH IS LESS THAN �- FOUNDATION PLAN W � Z CONCRETE SLAB PER 26, THESE BARS ARE CONCRETE SLAB PER i i 26", THESE BARS ARE COVER TYP. W/ 1-1/2" M W `' Q NOT REQUIRED NOT REQUIRED z ¢ Q I N FOUNDATION PLAN � FOUNDATION PLAN � cn � � > � 2x P.T. BASE PLATE i i,7 w CONCRETE SLAB PER w > I z a VARIES Q FOUNDATION PLAN a 0 IY #3 STIRRUPS @ > a b SEE PLAN -...-. ° I °• '4.Z 48" O.C. WHEN .a• ° ° °- - _.d r; °' .. a. d W MONO DEPTH 4° i ° �° ' ° i _) I I _ I d it ° #3 STIRRUPS - I - l a . it , z ° a° — IM _ Z ° • d d' ° _ I I - I I �— o GRADE W @ _ — P GRADE tD <? °. ° a °.. ° d — — ; ' ° d — EXCEEDS 26 , IF ° _ I _ — DEPTH IS LESS ° a il. _ 48 O.C. WHEN (I- — — — — ;OT _ _ — —_ — - w . THAN 26" z o MONO DEPTH _ „ l . l '`- oo — — i �...°q. EXCEEDS 26, IF 1 -- I'.•°p'.A �I.I ��n —III i I (8„ _ (6"i; -I( a �: — �I; I `°� `� I) _ q.. a —I I o LLI THESE BARS I—_ I I--- d I I— I �' DEPTH IS LESS oo I— I—I ( :° �. J ° - o I I —I - - I — — ARE NOT REQ'D °° -III — .. I THAN 26" I I I I _ `- - 1 #5 BAR CONT. - III—III I i I I i III , (I ) T - I — I- z _ _ _ c) I I I �, I J ar 1 - THESE BARS — — (2) #5 BARS CONT. ' I = — I ARE NOT REQ'D CLEAN COMPACTED W/ 3" COVER TYP. 8" 16" 4" II_I... I.. II III I ' W/ 3" COVER TYP. CLEAN COMPACTED (2) #5 BARS CONT. FILL @ 95% STANDARD CLEAN COMPACTED (2) #5 BARS CONT. W/ `t 8" V-4" FILL 95% STANDARD „ 8" 1'-4" DENSITY FILL 95% STANDARD „ 6" 8" 8" 10 @ W/ 3 COVER TYP. @ DENSITY DENSITY 3 COVER TYP. 0 (2) #5 BARS CONT. W/ J ALL REINFORCEMENT SHALL ALL REINFORCEMENT SHALL 3" COVER TYP. CLEAN COMPACTED CLEAN COMPACTED MAINTAIN 3" CLEAR TO MAINTAIN 3" CLEAR TO WHERE 2ND STORY OCCURSFILL @ 95% STANDARD FILL @ 95% STANDARD _ , FTG I - WHERE 2ND STORY OCCURS, FTG DENSITY DENSITY U. GRADE AND 1-1/2" CLEAR TO GRADE AND 1-172" CLEAR TO SHALL BE V-4" WIDE W/(3) #5 BARS SMALL BE 1'-4" WIDE W/(3) #5 BARS WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG O ANY FACE EXPOSED TO ANY FACE EXPOSED TO SHALL BE V-8" WIDE W/(3) #5 BARS SHALL BE V-8" WIDE W/(3) #5 BARS z WEATHER WEATHER O FO TYPICAL EXTERIOR FOOTING fi!70�TYPICAL GARAGE CURB FOOTING FO NON-BEARING SLAB STEP DOWN FO DOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" �- w O J Q H 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 i i SHOWER SIZE FILL @ 95% STANDARD 1 DENSITY CONC. SLAB PER I O x 8"x12" THICKENED o CL e A CONC. SLAB PER U) a O ° ° ° ��l� �p� O FOUNDATION PLAN iI < OPTIONAL CURB BY FOUNDATION PLAN SLAB W/ (1) #5 CONT. `` i i #5 CONT. ILL �!�®,//111111p����� W W/ 3" COVER TYP. �r .. BUILDER L q ° °, p a °:a, e REINFORCEMENT SEE Z ,.° . I8 M CONC. SLAB PER At...'.. ° li ; ° ti a "• a GRADE > z ;..1° d ........ w o di' q i FOUNDATION PLAN O FOUNDATION PLAN _ A _ w d . . • °.;Ir d • - ° ON% •ems' ,r w e • � i' . Ui —�.. ,�.. _ r is FOR QUANTITY > 0 — — — — • I III III _ i ° .. ° °. ° , . -III—III—I I I_ I —I I + .. III—I I d _ _.. . ° n a�� M °� —_ I I I=III —I 1 I III III ., .:°:..� I I I—II I— i .°" .. • p — I a a .:: 90 -DEGREE #5 HOOK CL _ _ GRADE11 — - _ __— ° ..�. -III=III= -- -- °..• 1 III I (I- ° i BARS AT CORNER OR w J JSP = 4 I I _= I—I I �—III—III—III III III -II II I d � A .. • ; e � :. . e ° .. III III— I I_I I I III z I °d . e _— I 8 —III- I 8„ 8„ _ _ °. —a _ • z _ I ° „ I - — I_ w pop ;� (VERIFY PLAN DETAILS ° d• ° d e j4 BEND CONTINUOUS #5 p +� g _ — i ;III—I �- I I I ( I I (- w p ° . d . -FOR REQUIRED #5 ° . ° °' n `i BAR5 AROUND U p III—III III—III=1 .— _ III— w .. .. W* . NO& ow • .. ° ° ° id ° i- (2) #5 BARS CONT. W/ = cn i - CORNER. LAP REBAR p U i— — (2) #5 BARS @TOP CONT. BARS: MAINTAIN ° ' ; ° x _ ., �.--_— - — 13" COVER TYP. "� ° PER DETAIL MD08 ON I- 3" COVER TYP. g„ 8„ 8„ 8„ �I I I I-- WHEN MONO DEPTH III I I III I _L1 III I i I III—I I III I I- =I I 1—I �I I I-1 cn EXCEEDS 26 . IF _ — „ „ ° ° ° ° de ,"� ° LINTEL PLAN p a z _ CO -16 MIN 7 16 MIN. DEPTH IS LESS THAN Z 26", THESE BARS ARE VERIFY PLANDETAILS I I I�I I 1 1 I ISI I I BEND EACH CONT. #5 Z �% ~ "� #3 STIRRUPS @ 48" NOT REQUIRED FOR REQUIRED #5 BAR AT STEP DOWN O UJ O.C. WHEN MONO CONT. BARS. MAINTAIN3 COVER TYP. E COMPACTED z UJ v ti w (2) #5 BARS CONTCLEAN DEPTH EXCEEDS 26", . CLEAN0 0 Z),,0 ARS FOR EACH HOOK CONT. O O C) t: WHERE 2ND STORY OCCURS, FTG IF DEPTH IS LESS W/ 3 COVER TYP. FILL @ 95% STANDARD SHALL BE 1'-8" WIDE W/(3) #5 BARS THAN 26" THESE BARS DENSITY BAR. LAP REBAR PER U �0 LU pj O � Cl)N 7 DETAIL MD08 ON OJ Z �- z > J 0° ARE NOT REQ'D LINTEL PLAN w <C O J U_ to m THICKENED EDGE 4FOkTYPICAL STEP FOOTING DETAIL F1 TYPICAL CORNER BAR DETAIL TOP VIEW _ ° o MFO FOOTING AT INTERIOR BEARING 4F FOOTING @ SHOWER AT MASONRY F0( ) � w z 65 W ROQ` 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-011 w Z¢ O� 2 w o _ � o=zwz E z ���""'''''��/ OQ�WJa 8" C.M.U. FINISH PER o F-- \.J Q U. 8 CMU - ELEV. FINISH PER ELEV. O W U. Z O o FINISH FLOOR F CONIC. SLAB PER Q 0 r FOUNDATION PLAN ...- PENETRATING PIPE FINISH FLOOR z ri � MAX. 4" PENETRATING W #5 LOOP TIE (TYP.) ° PIPE. MAX 4" O N. GRADE WOOD POST PER PLAN W FILLED CELL PER PLAN + REFER TO — — FOR SIZE AND BASE 0 � �.. , �°.:. �° . FOUNDATION PLAN — -- CONNECTION o Q � NOTE: AT FRENCH ' ' ' FOR CONT DOOR LOCATIONS. _ _ _ 4" FOUNDATION PVC SLEEVE MAX _ _ , TOP COURSE TO BE o � > L o CONTRACTOR TO M INFORMATION 6" DIAMETER - - _ I I- CHAIR BLOCKS. _, W W � i ENTIRE BASE TO BE D 2 ..,I W VERIFY WITH DOOR GARAGE �•, z ___ °.ed. . FOOTING PER PLAN FILLED SOLID Z W MANUF. FOR .f° '; SLOPE FOOTING PER PLAN � I— °d 'T SEE ELEVATION � O „ W REQUIRED RECESS — = z I CMU BASE W/ (1) #5 W = O " — -� � ' �— —I I �- CLEAN COMPACTED :.a. THRESHOLD PER MFR'S. I W PVC SLEEVE u� —III- - o VERTICAL @ EA. = W FRONT VIEW) FILL @ 95 /o STANDARD CORNER. SEE PLAN ~ W ~ LSC SPECIFICATIONS TOP VIEW 0 CORNER ( ) MAX 6" DIA. p (SIDE VIEW) DENSITY FOR BASE SIZE; BARS z a W ILL THRESHOLD PERE INTO ° �° e. �A ° EXTEND SLAB OUT 1 1/2" AT CONC. SLAB PER BYO IIE IN R EPDXYG z z (� MANUFACTURER'S FOUNDATION PLAN GARAGE WALL i °° d' i. O FRONT. ENTRY DOOR &GARAGE CONTACT EOR FOR ADDITIONAL REVIEW CONNECTION . SPECIFICATIONS BEYOND (2) #5 x 4'-0" BARSm 'S W (1)0 ENTRY SWING DOOR FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS I' I a CENTERED AT PIPE PVC OR SCH40 SLEEVE THICKENED EDGE ° > O :a PENETRATION FOOTING PER MFO8 ON i .4 °' ° : q i w p Q 00 �cOZ CONC. SLAB PER ua DRIVEWAY BY v a a a.' °a ° a ° THIS SHEET BEYOND ° w W IY Q O „-- BUILDER- CONCRETE _ _ °a ' ° 4 a °,. ' ` 4 i O LL G. !V FOUNDATION PLAN W _ — — ° CONIC. SLAB OR 4 OR PAVERS -II=I I I—I-I (I a Z-4 _ PAVERS PER PLAN PITCH : i. °. °'.' . � et711 I I ----+•- © BLDG DESIGN: --- M 71 IIEEI — I- T I a =1 1 i I (/� STRUCTURAL ENG MCD SLOPE q _ - - -------- _ _ _ � GRAD _ a I —;.—III— °°. .. ° q. — _ w DRAFTING. _ _ i �_a` PER DOR MANUFACTURER SLOPE EXT. SURFACE —— = I` CLEAN COMPACTED41::C ° _ I I _- z — a -I°' —z F--STRUCT: MR/MB_ oo - — .—� ((7 SEE FOUNDATION FOR �OR GRADE 1/8 PER - —= =1FILL @ 95% STANDARD III;) (L = I I I`I I h — °o . a I REFER TO PAD SIZE .� e i q. i 4 III=�L QC CHECK; CC FOOT AWAY FROM —� I I -I f =1 I I III DENSITY � _ �--- - ---FOUNDATION PLAN -"" � ---- -- - BUILDING 8" x 8" THICKENED PIPE PARALLEL TO FND I= I I-- -II= I ITFOR CONT. CLEAN COMPACTED III $ -� °- i I .- u> JOB No. PSQ-2180132 4 8 III I SEE FDN. I I- FOUNDATION FILL @ 95% STANDARD _ Q SCALE; AS INDICATED 1/2" FIBER EXPANSION EDGE W/ (1) #5 CONT. PLAN FOR ° ' _ I J W/ 3 COVER, TYP. I I I INFORMATION DENSITY -I '— — — — I z ----_--_. _...-..- - AS REQUIRED SIZE & REINF. w DATE: 02/20/18 4F11 EXTERIOR DOOR POURED SILL A'F1 THICKENED EDGE @GARAGE DOOR AF�1*TYPICAL FOUNDATION PENETRATIONS PIPE PERPENDICULAR TO FND F1 FOOTING @ ENTRY MASONRY COLUMN W '-0 3/4"1'0" 3/4"=1'-0" 3/4"=1'-0" IX 3/4"=1 U) S3 ------COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LCC is strictly prohibited. NOTE TO CONTRACTOR: O bei �(, ®•..®.®,;'�N ." D- � ALL REINFORCEMENT SPECIFIED IN PLAN VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D p •®®� Y Z o FOUNDATION DETAILS SHALL TIE IN TO STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS z `t �•�•���i���; ;^ ® ch Q O: , %V ADJACENT MONO AND/OR STEM WALLco :z FOUNDATIONS AS SPECIFIED THIS DETAIL. -� LLl ® d MIN. 24" BEFORE a z ANOTHER STEP e d° I' <�'I ° . d : Zd'• z ~p W ,• z DENSITY CONC. SLAB PER I O x 8"x12" THICKENED o CL e A CONC. SLAB PER U) a O ° ° ° ��l� �p� O FOUNDATION PLAN iI < OPTIONAL CURB BY FOUNDATION PLAN SLAB W/ (1) #5 CONT. `` i i #5 CONT. ILL �!�®,//111111p����� W W/ 3" COVER TYP. �r .. BUILDER L q ° °, p a °:a, e REINFORCEMENT SEE Z ,.° . I8 M CONC. SLAB PER At...'.. ° li ; ° ti a "• a GRADE > z ;..1° d ........ w o di' q i FOUNDATION PLAN O FOUNDATION PLAN _ A _ w d . . • °.;Ir d • - ° ON% •ems' ,r w e • � i' . Ui —�.. ,�.. _ r is FOR QUANTITY > 0 — — — — • I III III _ i ° .. ° °. ° , . -III—III—I I I_ I —I I + .. III—I I d _ _.. . ° n a�� M °� —_ I I I=III —I 1 I III III ., .:°:..� I I I—II I— i .°" .. • p — I a a .:: 90 -DEGREE #5 HOOK CL _ _ GRADE11 — - _ __— ° ..�. -III=III= -- -- °..• 1 III I (I- ° i BARS AT CORNER OR w J JSP = 4 I I _= I—I I �—III—III—III III III -II II I d � A .. • ; e � :. . e ° .. III III— I I_I I I III z I °d . e _— I 8 —III- I 8„ 8„ _ _ °. —a _ • z _ I ° „ I - — I_ w pop ;� (VERIFY PLAN DETAILS ° d• ° d e j4 BEND CONTINUOUS #5 p +� g _ — i ;III—I �- I I I ( I I (- w p ° . d . -FOR REQUIRED #5 ° . ° °' n `i BAR5 AROUND U p III—III III—III=1 .— _ III— w .. .. W* . NO& ow • .. ° ° ° id ° i- (2) #5 BARS CONT. W/ = cn i - CORNER. LAP REBAR p U i— — (2) #5 BARS @TOP CONT. BARS: MAINTAIN ° ' ; ° x _ ., �.--_— - — 13" COVER TYP. "� ° PER DETAIL MD08 ON I- 3" COVER TYP. g„ 8„ 8„ 8„ �I I I I-- WHEN MONO DEPTH III I I III I _L1 III I i I III—I I III I I- =I I 1—I �I I I-1 cn EXCEEDS 26 . IF _ — „ „ ° ° ° ° de ,"� ° LINTEL PLAN p a z _ CO -16 MIN 7 16 MIN. DEPTH IS LESS THAN Z 26", THESE BARS ARE VERIFY PLANDETAILS I I I�I I 1 1 I ISI I I BEND EACH CONT. #5 Z �% ~ "� #3 STIRRUPS @ 48" NOT REQUIRED FOR REQUIRED #5 BAR AT STEP DOWN O UJ O.C. WHEN MONO CONT. BARS. MAINTAIN3 COVER TYP. E COMPACTED z UJ v ti w (2) #5 BARS CONTCLEAN DEPTH EXCEEDS 26", . CLEAN0 0 Z),,0 ARS FOR EACH HOOK CONT. O O C) t: WHERE 2ND STORY OCCURS, FTG IF DEPTH IS LESS W/ 3 COVER TYP. FILL @ 95% STANDARD SHALL BE 1'-8" WIDE W/(3) #5 BARS THAN 26" THESE BARS DENSITY BAR. LAP REBAR PER U �0 LU pj O � Cl)N 7 DETAIL MD08 ON OJ Z �- z > J 0° ARE NOT REQ'D LINTEL PLAN w <C O J U_ to m THICKENED EDGE 4FOkTYPICAL STEP FOOTING DETAIL F1 TYPICAL CORNER BAR DETAIL TOP VIEW _ ° o MFO FOOTING AT INTERIOR BEARING 4F FOOTING @ SHOWER AT MASONRY F0( ) � w z 65 W ROQ` 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-011 w Z¢ O� 2 w o _ � o=zwz E z ���""'''''��/ OQ�WJa 8" C.M.U. FINISH PER o F-- \.J Q U. 8 CMU - ELEV. FINISH PER ELEV. O W U. Z O o FINISH FLOOR F CONIC. SLAB PER Q 0 r FOUNDATION PLAN ...- PENETRATING PIPE FINISH FLOOR z ri � MAX. 4" PENETRATING W #5 LOOP TIE (TYP.) ° PIPE. MAX 4" O N. GRADE WOOD POST PER PLAN W FILLED CELL PER PLAN + REFER TO — — FOR SIZE AND BASE 0 � �.. , �°.:. �° . FOUNDATION PLAN — -- CONNECTION o Q � NOTE: AT FRENCH ' ' ' FOR CONT DOOR LOCATIONS. _ _ _ 4" FOUNDATION PVC SLEEVE MAX _ _ , TOP COURSE TO BE o � > L o CONTRACTOR TO M INFORMATION 6" DIAMETER - - _ I I- CHAIR BLOCKS. _, W W � i ENTIRE BASE TO BE D 2 ..,I W VERIFY WITH DOOR GARAGE �•, z ___ °.ed. . FOOTING PER PLAN FILLED SOLID Z W MANUF. FOR .f° '; SLOPE FOOTING PER PLAN � I— °d 'T SEE ELEVATION � O „ W REQUIRED RECESS — = z I CMU BASE W/ (1) #5 W = O " — -� � ' �— —I I �- CLEAN COMPACTED :.a. THRESHOLD PER MFR'S. I W PVC SLEEVE u� —III- - o VERTICAL @ EA. = W FRONT VIEW) FILL @ 95 /o STANDARD CORNER. SEE PLAN ~ W ~ LSC SPECIFICATIONS TOP VIEW 0 CORNER ( ) MAX 6" DIA. p (SIDE VIEW) DENSITY FOR BASE SIZE; BARS z a W ILL THRESHOLD PERE INTO ° �° e. �A ° EXTEND SLAB OUT 1 1/2" AT CONC. SLAB PER BYO IIE IN R EPDXYG z z (� MANUFACTURER'S FOUNDATION PLAN GARAGE WALL i °° d' i. O FRONT. ENTRY DOOR &GARAGE CONTACT EOR FOR ADDITIONAL REVIEW CONNECTION . SPECIFICATIONS BEYOND (2) #5 x 4'-0" BARSm 'S W (1)0 ENTRY SWING DOOR FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS I' I a CENTERED AT PIPE PVC OR SCH40 SLEEVE THICKENED EDGE ° > O :a PENETRATION FOOTING PER MFO8 ON i .4 °' ° : q i w p Q 00 �cOZ CONC. SLAB PER ua DRIVEWAY BY v a a a.' °a ° a ° THIS SHEET BEYOND ° w W IY Q O „-- BUILDER- CONCRETE _ _ °a ' ° 4 a °,. ' ` 4 i O LL G. !V FOUNDATION PLAN W _ — — ° CONIC. SLAB OR 4 OR PAVERS -II=I I I—I-I (I a Z-4 _ PAVERS PER PLAN PITCH : i. °. °'.' . � et711 I I ----+•- © BLDG DESIGN: --- M 71 IIEEI — I- T I a =1 1 i I (/� STRUCTURAL ENG MCD SLOPE q _ - - -------- _ _ _ � GRAD _ a I —;.—III— °°. .. ° q. — _ w DRAFTING. _ _ i �_a` PER DOR MANUFACTURER SLOPE EXT. SURFACE —— = I` CLEAN COMPACTED41::C ° _ I I _- z — a -I°' —z F--STRUCT: MR/MB_ oo - — .—� ((7 SEE FOUNDATION FOR �OR GRADE 1/8 PER - —= =1FILL @ 95% STANDARD III;) (L = I I I`I I h — °o . a I REFER TO PAD SIZE .� e i q. i 4 III=�L QC CHECK; CC FOOT AWAY FROM —� I I -I f =1 I I III DENSITY � _ �--- - ---FOUNDATION PLAN -"" � ---- -- - BUILDING 8" x 8" THICKENED PIPE PARALLEL TO FND I= I I-- -II= I ITFOR CONT. CLEAN COMPACTED III $ -� °- i I .- u> JOB No. PSQ-2180132 4 8 III I SEE FDN. I I- FOUNDATION FILL @ 95% STANDARD _ Q SCALE; AS INDICATED 1/2" FIBER EXPANSION EDGE W/ (1) #5 CONT. PLAN FOR ° ' _ I J W/ 3 COVER, TYP. I I I INFORMATION DENSITY -I '— — — — I z ----_--_. _...-..- - AS REQUIRED SIZE & REINF. w DATE: 02/20/18 4F11 EXTERIOR DOOR POURED SILL A'F1 THICKENED EDGE @GARAGE DOOR AF�1*TYPICAL FOUNDATION PENETRATIONS PIPE PERPENDICULAR TO FND F1 FOOTING @ ENTRY MASONRY COLUMN W '-0 3/4"1'0" 3/4"=1'-0" 3/4"=1'-0" IX 3/4"=1 U) S3 ------COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LCC is strictly prohibited. THE GROUT IS LEVEL WITH TOP OF BLOCK FOR AT CORNERS PRECAST "U" METAL LATH OR WIRE SCREEN PROPER TRUSS/ FLOOR PROVIDE LINTEL W/3000 OVER COURSES NOT REQ'D SYSTEM BEARING (MIN 3") STANDARD #5 psi CONC. PER TO BE FILLED. (SHEET METAL OHIBITED a. W LU CL LU x z O HOOK BAR. LAP LINTEL PLAN. IF & PAPER FELT PR ) OTHER BARS INTO REBAR IS e CORNER AS REQ'D INDICATED IN BEND O LENGTH LINTEL, #5 TO BE HOOK PER a HOOKED INTO MD08 f'D" SIDE VERTICALS' AL SHEAR WA L SEGMENT .. d pe d. .Oe e' . d 15 I a .. v .. e d 1a • d 4 14 #4 v: rte''°.4 55/8 91/2 20 a 5121/2 Jr. 32 O LU 7 • d .da 7 1151/2 40 #6 e 'a. 4 d d'• � (n W 30 41/2 81/16 181/2 48 #7 43/8 9 13/16 O. 35 51/4 .......-. ° 213/4 d CL wd LL Z D 8'-011 d k A. . . .d O ,I JO Q w U_ LU N U) Q d e v f' a ll,d 4 La OLU UJ 8R30-1B/1T dl BOTTOM STEEL IN LINTEL IF :� ' a 4 INDICATE SHOULD HOOK INTO A O 8F32-1B/1T e>* TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.Q. LINTEL BLOCK FILL W/ 3000 psi CONC. W/ (1) #5 DIA. REBAR a VERTICAL CELLS PER MD08 4 . L.�, .< ° 14a° .4 ROUGH OPENING PER PLAN — — ' a a STD. 90 DEGREE ANGLE 3000 psi CONC. W/ (1) #5 DIA. REBAR 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG`. TO TIE Al BEAM W/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT d SEE FOUNDATION FOR FOOTING °• GRADE 40 GRADE 60 - e LENGTH 1.. BEND O LENGTH LAP SPLICE a .' -SHEAR WALL T OPENING f'D" A 4 AL SHEAR WA L SEGMENT "D" #3 e 41/4 7 15 I 491/4 JB @ 11'-4" 14 #4 21/2 55/8 91/2 20 3 5121/2 32 #5 31/8 7 1113/41 25 33/4 7 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG`. TO TIE Al BEAM W/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT d SEE FOUNDATION FOR FOOTING . � a d GRADE 40 GRADE 60 - e LENGTH LAP SPLICE BEND O LENGTH LAP SPLICE a NO -SHEAR WALL T OPENING f'D" TYPI AL SHEAR WA L SEGMENT "D" #3 17/8 41/4 7 15 Ae 491/4 JB @ 11'-4" 14 #4 . � a TYPICAL MASONRY CONSTRUCTION SEE PLAN FOR TOP OF WALL AND LINTEL INFO 3/4"=1'-0" LINTEL W/ TRANSOM DETAIL SEE DOWEL LAYOUT PLAN FOR FILLED CELL r .. INFORMATION, MIN. (1) IS REQUIRED ON EITHER SIDE OF OPENING U.N.O. ° (2) 2x8 SYP #2 P.T. WOOD HEADER TURNED SIDEWAYS. ATTACH (2) 2x8 SYP #2 P.T. HEADER TO MASONRY WALL W/ SIMPSON HU28-2 OR HUC28-2 HANGER @ EA. END. USING (14) 1/4" DIA. x 2 3/4" TAPCONS & (6) 10d NAILS INTO HEADER. NAIL EACH PLY AND EACH ADDITIONAL HEADER PLY W/ (2) ROWS OF 1 Od NAILS STAGGERED @ 6" O.C. AND MIN. 2" FROM ENDS. REFER TO DESIGN PLANS FOR REQUIRED IN -FILL FRAMING DIMENSIONS 3/4"=1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) d GRADE 40 GRADE 60 BAR SIZE ° LENGTH LAP SPLICE BEND O LENGTH LAP SPLICE "All "Bit licit f'D" "/ill A #5 REBAR AT BOTTOM OF LINTEL licit "D" #3 17/8 41/4 7 15 2111/4 491/4 JB @ 11'-4" 24 #4 21/2 55/8 91/2 20 3 5121/2 32 #5 31/8 7 1113/41 25 33/4 7 1151/2 40 #6 33/4 81/16 14 30 41/2 81/16 181/2 48 #7 43/8 9 13/16 16 1/2 TYPICAL MASONRY CONSTRUCTION SEE PLAN FOR TOP OF WALL AND LINTEL INFO 3/4"=1'-0" LINTEL W/ TRANSOM DETAIL SEE DOWEL LAYOUT PLAN FOR FILLED CELL r .. INFORMATION, MIN. (1) IS REQUIRED ON EITHER SIDE OF OPENING U.N.O. ° (2) 2x8 SYP #2 P.T. WOOD HEADER TURNED SIDEWAYS. ATTACH (2) 2x8 SYP #2 P.T. HEADER TO MASONRY WALL W/ SIMPSON HU28-2 OR HUC28-2 HANGER @ EA. END. USING (14) 1/4" DIA. x 2 3/4" TAPCONS & (6) 10d NAILS INTO HEADER. NAIL EACH PLY AND EACH ADDITIONAL HEADER PLY W/ (2) ROWS OF 1 Od NAILS STAGGERED @ 6" O.C. AND MIN. 2" FROM ENDS. REFER TO DESIGN PLANS FOR REQUIRED IN -FILL FRAMING DIMENSIONS 3/4"=1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND O LENGTH LAP SPLICE BEND O LENGTH LAP SPLICE "All "Bit licit f'D" "/ill A #5 REBAR AT BOTTOM OF LINTEL licit "D" #3 17/8 41/4 7 15 2111/4 491/4 JB @ 11'-4" 24 #4 21/2 55/8 91/2 20 3 5121/2 32 #5 31/8 7 1113/41 25 33/4 7 1151/2 40 #6 33/4 81/16 14 30 41/2 81/16 181/2 48 #7 43/8 9 13/16 16 1/2 35 51/4 9 13/16 213/4 56 LAP SPLICE EMBEDDED REBAR SPLICE DETAIL c STANDARD 90° HOOK STANDARD 180° HOOK #3=2Y2" #4=2Y" #5=2Y2" #6 = 3" #7 = 3 Y2" PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: W LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING CASTE -CRETE, QUALITY, LOTTS, & POWERS STEEL APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL STANDARD LINTELS STANDARD LINTEL NOTES CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1B/8F24-0B 8F32-1B/8F32-0B ---- - - -- -- 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2'-2" 1783 3069/3069 6113 / 5163 8974/8054 10000 / 10000 2• (1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 OPENINGS. U.N.O. '3 3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 3. ALL STANDARD LINTELS TO HAVE MIN. 4" NOMINAL BEARING EA. END. ALL RECESSED LINTELS TO z 3'" 1006 1663 / 1349 5365 / 1999 7342 / 3123 10000 / 4249 HAVE MIN. 8" BEARING EA. END p -4 4'" 860 1651 / 1349 5365 / 1999 7342 / 3123 10000 / 4249 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN w -0 4'4 710 1423/1105 4360/1631 6036/2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT z 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. fz- O 6-2" 488 991 /991 2661/2143 5681/2698 6472/3685 7'-0" 416 752/699 1843 / 1625 3486 / 2602 6390 / 3302 5. (") ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD � Ir_ CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS z CL 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 ADEQUATE FOR THE LOADS. © U 9'-2" 315 618/535 1533/1247 2781/1946 4754/2489 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 6. G.C, TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS w U) 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY, VERIFY = W 11'-2" 255 471/352 1075/1 075 1838 / 1567 2883 / 2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. (0 W_._ ..... 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL o 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 SUPPLIER SPECS, MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS OU W 13'-4" 0 328/0 1234/0 1779/0 2662/0 z Q� 14'-0" 0 292/0 1160/0 1660/0 2439/0 MATERIALS o 16-0" 0 284/0 950/0 1379/0 1997/0 J 18'-0" 0 211/0 750/0 1177/0 1676/0 1, fc PRECAST LINTELS = 3500 PSL m 18'-8" 0 142/0 598/0 1114/0 1468/0 2. f PRESTRESSED LINTELS = 6000 psi, o 20'-0" 0 180/0 598/0 1024/0 1441/0 3. GROUTED PER ASTM C476 fig = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 20'-8" 0 145/0 550/0 981/0 1376/0 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE U_ 22'-8" 0 110/0 1 450/0 824/0 1 1147/0 STRENGTH = 1900 PSI. w RECESSED LINTELS -FILLED 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW ~ CLEAR OPENING 8R6-1 B/8R6-OB 8R14-1 B/8R14-0B 8R22-1 B/8R22-013 RELAXATION. 7/32 WIRE PER ASTM A510. O 2'4" 1694/1694 3725/3280 5499/5421 U) 2'-8" 1425/1425 3343/3280 4933/4933 O 3'-0" 1230/1230 2769/2769 4085/4085 LINTEL DESIGNATION SCHEDULE 3'-4" 1081/920 2769/1716 4085/2839 LINTEL F = FILLED WITH GROUT O 4'-4" 846/833 2121/1716 3127/2839 MARK U = UNFILLED d 5'-4" 664/572 1761/1761 2595/2595 REQUIREMENTS R =RECESSED &FILLED WITH GROUT w 6'4" 526/434 1539/1539 1329/2267 a 8R6-0B/1T_ T_4" 480 / 322 1334 / 1334 1964/ 1552 O QUANTITY OF #5 REBAR @ F - BOTTOM OF LINTEL CAVITY O 8'-4" 415/235 1152/1152 1694/1552 O 8F8-0B/1T 8F16-1B/1T J Q 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER Q 8R14-1B/1T -QUANTITY OF #5 REBAR AT TOP 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. NOMINAL HEIGHT®��Ii1111li!/i� 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. 8F16-1B/1T wi TYPE DESIGNATION NOMINAL WIDTH 4 ®®,`,�. •® ®;��i ���, U M O 8R14-0B/1T 2 ®®.fid."° �',��i �� 0- ®a WALL LEGEND .�, C) u 0 v� - oo - 0 8F16-0B/1T 1-1/2" CLEAR o A2! w o c� O Co 8F20-1B/1T Q ,.' r4i cn k 'Q J edam 0 = 9'-4" T.O.M. = INTERIOR/EXTERIOR w .®, BEARING WALL (OR LINTEL O 81720-OB/1T U #5 REBAR AT TOP MIN. (1) REQ'D ��� �.��®� ®�®® ��� LLI Q t� 11' 4" T O M IF REFERENCED ON SHEET ¢ < C,M.U. a ��' z .r- 3/4"=1 ' -U" LINTEL PLAN o .DATE:. 02,20,18 W 1/811=11-011 cnS4A COPYRIGHT copyrighted F•- MCD 2015: The information contained in this document is co ri hted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &,DESIGN, OF WMR & ASSOCIATES, LCC is strictly prohibited., S4). VERIFY HEIGHT W/ O 8R22-1B/1T° O GROUT ���1A'11�wa" } O U_ 14'-0" 3'-0" 3'-0" = KNEE WALL TOP ARCHITECTURAL PLANS U.N.O. 0 8F24-16/17 , , z `r A #5 REBAR AT BOTTOM OF LINTEL ' I @ 11'-4" CAVITY U) O 8R22-0B/1T--�I` BOTTOM REINFORCING PROVIDED 7-5/8" ACTUAL IN LINTEL (VARIES) U) OO O O O 8F24-OB/IT 8" NOMINAL WIDTH O 8 U0 q D 8'-011 O FILLED f' a 8R30-1B/1T W � O 8F32-1B/1T 1-1/2" CLEAR 1 o o O O 8R30-0B/1T a e. 0 `'' O 0 = ". #5 REBAR AT TOP MIN. (1) REQ'D o Z 8F32 -013/1T U Q Q C.M.U. Z O O 8F38 -1 B/1T z `" �¢ w O 8F12 -1 B/OT 6O "' z �- O z O �w r W v r,.,, w F__ W .- 0 1r E O 8F40-1B/1T 11 —�`- BOTTOM REINFORCING PROVIDED d 0 0 otS J Ci 0) id cy 06 F O 7-5/8" ACTUAL IN LINTEL (VARIES) 0 LU p c) G O "' 8F28 -1B/1T $" NOMINAL WIDTH w H Z Z d O� 0 w O 8F40 -0B/1T UNFILLED y n = o ¢N � o >- o W v J J ZQo�2w 0 o O LO C w I -- W OU¢Z)wYO M (Nw 1-1/2" CLEAR z I-- W o' z SM a °' W �.,, W Z �( I—�OU) CL -jj a #5 REBAR AT TOP MIN. (1) REQ'D O W Z w 00 o C w W fid•„ TOP KNOCK OUT/ LINTEL BLOCK ¢ (_!) � w A ',;.a .. COURSE z © - 1.- 0 m .e• #5 REBAR AT BOTTOM MIN. (1) U) _j REQ'D d Z (V I— *----- 16 GA. POWERS STEEL BOXED 0 I" ' n0, z 7-5/8" ACTUAL LINTEL�— Q -Q 8 NOMINAL WIDTH Q O - N POWERS STEEL ° n coW W ; A.F.F. NAILS @ 8" O.C. & 2" FROM 65 w EA. END. TOP PLATE � Cil (2) 2x4 SPF#2 TOP PLATE PER WF07/SD4 - - - -"- - ` -'- _ - SHALL BE STOPPED Z NAIL (2)- 2x4 SPF#2 TOP PLATE TO TO THE TOP WHERE INDICATED ON OTHE FRAMING PLAN,. N F— OF THE BEAM. NAIL EA. PLY W/ (2) ROWS 10d ALLOWING THE BEAM TO z Il CJ3 NAILS @ 8" O.C. & 2"' FROM EA. END. O (2) 2X12 SYP#2 BEAM W/ 1/2" FLITCH PLATE. PASS UNDER THE FLOOR BUCKET TO HEADER W/ HUC410 HANGER W/ LU TRUSSES. U CJ5 (18)- 16d NAILS & (10)- 10d NAILS. BUCKET (2) 2X12 SYP#2 BEAM W/ 1:LLI OPPOSITE END TO CMU WALL WITH HUC410 1/2" FLITCH PLATE. REFER C° W/ (18) 1/4" x 2-3/4" TAPCONS & (10) 10d NAILS. TO FRAMING PLAN FOR o (2) 2x4 SPF#2 JACK STUDS & (1) 2x4 SPF#2 BEAM CONNECTIONS. W KING STUD, NAILED PER HEADER SCHEDULE, MIN. 2x8 SYP#2 JOISTS @ z (Y 1 16" O.C.W/ A35 ANGLES OR D L 6 HANGERS EA. END. 3 REFER TO DETAIL ST01/ST1 FOR 0° ADDITIONAL STAIR FRAMING INFORMATION H2x12 HEADER PER PLAN NOT SHOWN THIS DETAIL FOR CLARITY. J 1 STAIR FRAMING DETAIL s 3/4"=1'-01" L O z„ O_ co O o. 2x4 SPF#2 NON-BEARING LU WALL PER PLAN. O 2x4 SPF#2 NON-BEARING J WALL W/ STUDS @ 16" (2) 2X8 SYP#2 BEAM W/ 3: O.C. MAX 1/2" FLITCH PLATE. BUCKET TO COLUMNS ON o EA. END WITH HUC48 w/ J e'S -� 1j1�� rrr rn (14) 16d NAILS & (6) 10d IL 1�1' ��,®®®®..®®®°®°®/�j/ V"' Uj 1 - %", NAILS. O r �Q ;•'� M ��L� 000 Co p Q W:U 0 < O;® _U 2 0'- 8 3��" LU 2x8 SYP#2JOISTS @ 16" w s�6- ® cn e CO' J AFF O.C.W/ A35 ANGLES TO d °�s's •°° <C/���, Z FLOOR SHEATHING & EXTERIOR WALL FRAMING LL W U)w�, LLJ ULU -F= Q ©(ate 06J00rn BEAM & LEDGER AT EA. Q NAILING PER PLAN. -- AND CONNECTIONS PER 0 � 00 F—z p M � c FO LU FLOOR TRUSSES I I PLAN (NOT SHOWN THIS ~ 1 D F1 ow:sb CDo0'O<tij u- I END. U ATTACH B2x12 BEAM TO 1 1 1 11% _j L I d DETAIL FOR CLARITY) ZpOZWZ o E A5 I ■ FO PER PLAN. A4 D < Uj :5 d p I— A3 Q U_ (5 GIRDER TRUSS A2 1 Od NAILS & (18) 1/4"x2-3/4"(4) 12d NAILS TO EA. z TIAl ■ Al __. ----- ------ ._....-- X XXX PER PLAN (2)-2x4 NAIL (2)- 2x4 SPF#2 TOP J TOP PLATE TO SUPPORT STAIR LANDING. REFER TO DETAIL Al NOTE: COLUMN _ - I 1 /SSA. PLATE TO THE TOP OF Q Al STOP (2)-2x4 SPF#2 TOP PLATE, TO SUPPORT "' r- r r• rr r- r- r r- r. THE 2x12 BEAM. NAIL EA. n 9 -4 PLY W/ (2) ROWS 1 Od Z W p BELOW FLOOR TRUSSES. REFER TO DETAIL 1/S5A. Al A.F.F. NAILS @ 8" O.C. & 2" FROM 65 w EA. END. TOP PLATE � Cil (2) 2x4 SPF#2 TOP PLATE PER WF07/SD4 - - - -"- - ` -'- _ - SHALL BE STOPPED Z NAIL (2)- 2x4 SPF#2 TOP PLATE TO TO THE TOP WHERE INDICATED ON OTHE FRAMING PLAN,. N F— OF THE BEAM. NAIL EA. PLY W/ (2) ROWS 10d ALLOWING THE BEAM TO z Il CJ3 NAILS @ 8" O.C. & 2"' FROM EA. END. O (2) 2X12 SYP#2 BEAM W/ 1/2" FLITCH PLATE. PASS UNDER THE FLOOR BUCKET TO HEADER W/ HUC410 HANGER W/ LU TRUSSES. U CJ5 (18)- 16d NAILS & (10)- 10d NAILS. BUCKET (2) 2X12 SYP#2 BEAM W/ 1:LLI OPPOSITE END TO CMU WALL WITH HUC410 1/2" FLITCH PLATE. REFER C° W/ (18) 1/4" x 2-3/4" TAPCONS & (10) 10d NAILS. TO FRAMING PLAN FOR o (2) 2x4 SPF#2 JACK STUDS & (1) 2x4 SPF#2 BEAM CONNECTIONS. W KING STUD, NAILED PER HEADER SCHEDULE, MIN. 2x8 SYP#2 JOISTS @ z (Y 1 16" O.C.W/ A35 ANGLES OR D L 6 HANGERS EA. END. 3 REFER TO DETAIL ST01/ST1 FOR 0° ADDITIONAL STAIR FRAMING INFORMATION H2x12 HEADER PER PLAN NOT SHOWN THIS DETAIL FOR CLARITY. J 1 STAIR FRAMING DETAIL s 3/4"=1'-01" L O z„ O_ co O o. 2x4 SPF#2 NON-BEARING LU WALL PER PLAN. O 2x4 SPF#2 NON-BEARING J WALL W/ STUDS @ 16" (2) 2X8 SYP#2 BEAM W/ 3: O.C. MAX 1/2" FLITCH PLATE. BUCKET TO COLUMNS ON o EA. END WITH HUC48 w/ J e'S -� 1j1�� rrr rn (14) 16d NAILS & (6) 10d IL 1�1' ��,®®®®..®®®°®°®/�j/ V"' Uj 1 - %", NAILS. O r �Q ;•'� M ��L� 000 Co p Q W:U 0 < O;® _U 2 0'- 8 3��" LU 2x8 SYP#2JOISTS @ 16" w s�6- ® cn e CO' J AFF O.C.W/ A35 ANGLES TO d °�s's •°° <C/���, Z LL V Z U)w�, LLJ ULU -F= Q ©(ate 06J00rn BEAM & LEDGER AT EA. Q ®se -K Q 0 ®01111 �- 0 � 00 F—z p M � c FO LU ~ 1 D F1 ow:sb CDo0'O<tij u- I END. U ATTACH B2x12 BEAM TO 1 1 1 11% _j L 2 ZpOZWZ o E A5 I ■ FO A4 D < Uj :5 d p I— A3 Q U_ (5 B A2 1 Od NAILS & (18) 1/4"x2-3/4"(4) 12d NAILS TO EA. z TIAl ■ Al Al 82x12 BEAM W/ SPF#2 Op (2)-2x4 TOP PLATE TO SUPPORT STAIR LANDING. REFER TO DETAIL Al NOTE: COLUMN _ - I 1 /SSA. Al STOP (2)-2x4 SPF#2 TOP PLATE, TO SUPPORT "' ALLOWING BEAM TO PASS OD U O BELOW FLOOR TRUSSES. REFER TO DETAIL 1/S5A. Al ■ FT3 x -- - LANDING BEAM c•, V 5 19 1 S5 FALSE FRAMING BY TRUSSES PER PLAN. CL BUILDER. Al ° FT1 A.F.F. NAILS @ 8" O.C. & 2" FROM 65 w EA. END. TOP PLATE � Cil (2) 2x4 SPF#2 TOP PLATE PER WF07/SD4 - - - -"- - ` -'- _ - SHALL BE STOPPED Z NAIL (2)- 2x4 SPF#2 TOP PLATE TO TO THE TOP WHERE INDICATED ON OTHE FRAMING PLAN,. N F— OF THE BEAM. NAIL EA. PLY W/ (2) ROWS 10d ALLOWING THE BEAM TO z Il CJ3 NAILS @ 8" O.C. & 2"' FROM EA. END. O (2) 2X12 SYP#2 BEAM W/ 1/2" FLITCH PLATE. PASS UNDER THE FLOOR BUCKET TO HEADER W/ HUC410 HANGER W/ LU TRUSSES. U CJ5 (18)- 16d NAILS & (10)- 10d NAILS. BUCKET (2) 2X12 SYP#2 BEAM W/ 1:LLI OPPOSITE END TO CMU WALL WITH HUC410 1/2" FLITCH PLATE. REFER C° W/ (18) 1/4" x 2-3/4" TAPCONS & (10) 10d NAILS. TO FRAMING PLAN FOR o (2) 2x4 SPF#2 JACK STUDS & (1) 2x4 SPF#2 BEAM CONNECTIONS. W KING STUD, NAILED PER HEADER SCHEDULE, MIN. 2x8 SYP#2 JOISTS @ z (Y 1 16" O.C.W/ A35 ANGLES OR D L 6 HANGERS EA. END. 3 REFER TO DETAIL ST01/ST1 FOR 0° ADDITIONAL STAIR FRAMING INFORMATION H2x12 HEADER PER PLAN NOT SHOWN THIS DETAIL FOR CLARITY. J 1 STAIR FRAMING DETAIL s 3/4"=1'-01" L O z„ O_ co O o. 2x4 SPF#2 NON-BEARING LU WALL PER PLAN. O 2x4 SPF#2 NON-BEARING J WALL W/ STUDS @ 16" (2) 2X8 SYP#2 BEAM W/ 3: O.C. MAX 1/2" FLITCH PLATE. BUCKET TO COLUMNS ON o EA. END WITH HUC48 w/ J e'S -� 1j1�� rrr rn (14) 16d NAILS & (6) 10d IL 1�1' ��,®®®®..®®®°®°®/�j/ V"' Uj 1 - %", NAILS. O r �Q ;•'� M ��L� 000 Co p Q W:U 0 < O;® _U 2 0'- 8 3��" LU 2x8 SYP#2JOISTS @ 16" w s�6- ® cn e CO' J AFF O.C.W/ A35 ANGLES TO d °�s's •°° <C/���, Z ■ FO Fg S D 1LL H2x8 F6 E qF4E F1BW1 8 BW1 e� 0 04 40 O O LL V Z U)w�, LLJ ULU -F= Q ©(ate 06J00rn BEAM & LEDGER AT EA. Q ®se -K Q 0 ®01111 �- 0 � 00 F—z p M � c LU ~ W LL F1 ow:sb CDo0'O<tij u- I END. U ATTACH B2x12 BEAM TO 1 1 1 11% _j L 2 ZpOZWZ o E U I CMU USING HUC410 W/ (10) 2x8 SYP#2 LEDGER W/ O DI < Uj :5 d p I— Q U_ (5 B 1 Od NAILS & (18) 1/4"x2-3/4"(4) 12d NAILS TO EA. z TAPCONS STUD @ 16" O.C. MAX 0 NOTE: COLUMN _ - I TO SUPPORT "' O U O FT3 x -- - LANDING BEAM c•, FALSE FRAMING BY TRUSSES PER PLAN. CL BUILDER. ° ONLY __ _ _ - - ■ ATTACH BEAM TO CMU o S g --- --- - -- --- USING HUC410 W/ (10) 1 O p S1 -- __ -'' NAILS & (18) 1/4"x2-3/4" 2 STAIR LANDING DETAIL Z DI EE :1ol i 2 TAPCONS Q ■ B2x12 BEAM W/ (2)-2x4 SPF#2 TOP 3/4"=11-011O 00 z - m 85 PLATE TO SUPPORT STAIR p .J 00- Z O------ LANDING. REFER TO DETAIL 1/S5A. co U_ J rM- ■ FO Fg S D 1LL H2x8 F6 E qF4E F1BW1 8 BW1 e� 0 04 40 O O LL V Z U)w�, LLJ ULU -F= Q ©(ate 06J00rn E cg 0 � 00 F—z p M � c LU ~ W LL L.L LL ow:sb CDo0'O<tij I-• ZpOZWZ o E U 0 O ~ < Uj :5 d p I— Q U_ (5 Fl p W ZW r-ia o S1 Q O 2x4 SYP #2 BLOCKING @ 16" O.C. BW1 D ATTACH EACH END TO TRUSSES F1 2x6 STUDS z -- S1 W/ (3) 12d TOE -NAILS. ATTACH Ujp D BLOCKING TO WALL BELOW W/ DO F4 O a �O F1 SIMPSON DTC CLIP F1 SDI � Z N 0 D 18 4 E ■ O O 2 FT2 S1 LD02 F Zo J S1 D D p V.1>U o D1 D 9 o W W> D2 F4A z 0 W W �1 2 F1 F1 E1 � = O W DWI-- D3 D 3 E2 D z �W�. 1 1 TYP. @ ENTRY U.N.O. F< -O _ W 66 CJ5 .. CJ4AVO CJ 3 ~ F- CyQ F- W 0)co Q CJ3 CJ3 CJ o Z 1� M M Z CV) CL ( N -- Cil J 1 p BLDG DESIGN, --- • 07 STRUCTURAL ENG: MCD W DRAFTING:. t W -DESIGN: --- `� ce) LO� � U-STRUCT MR/MB U V U U QC CHECK: CG 0) JOB No. PSQ-2180132 `t SCALE: AS INDICATED W DATE: — 02/20/18 FIRST FLOOR FRAMING PLAN. NOTE: SEE PAGE S6 FOR NOTES AND CONNECTOR LEGENDS5A COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LCC is strictly prohibited. I A 1111' 11111 11 Lli i 1 HEADER SCHEDULE BEARING WOOD WALL SCHEDULE COLUMN SCHEDULE CONNECTOR SCHEDULE BEAM SCHEDULE W UPLIFT VALUES VALUES ~ STUD LUMBER CONNECTION & FASTENERS q (2)2X4 SPF #2 BUILT UP STUD COLUMN TAG SIMPSON CONNECTOR TYPE TAG BEAM SIZE CONNECTIONS O TAG HEADER FASTENERS TAG SPECIES CAP. BLOCKING O SPF(Ib) SYP(Ib) SPACING TOP BOTTOM (plf) �„ ATTACH KING STUD TO HEADER w/(6) (2)12d (2)12d O (3)2X4 SPF #2 BUILT UP STUD COLUMN HETA16 w/(9) 10dx1!"NAILS OR _ - H2x6 (2)2x6 #2 SYP w/2 FLITCH PLATE 16d NAILS BW1 16" SPF TOENAILS TOENAILS NO MID -SPAN FilFRAME TO CMU 1810 1810 TO POST: SIMP. HT520 OR MSTA18 UPLIFT HETA20 w/(9) 10d x 12" NAILS TO BEAM: SIMP. HUC48 w/(14)16d & (6)-10d NAILS ATTACH KING STUD TO HEADER w/(8) 2 HETA16 OR (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 TE SP4 W/(6) SP4 W/(6) C (4)2X4 SPF #2 BUILT UP STUD COLUMN O (2)HETA20 B2x8 WITH 1/2" FLITCH �� 3 � H2x8 (2)2x8 #2 SYP w/1" FLITCH PLA 570 If MID -SPAN 2 (1)ply TRUSS (10)10d x 12" NAILS FRAME TO CMU (1)ply 2035 (1)ply 2035 PLATE w/(6)10d NAILS & (14)� x24 z 16d NAILS BW2 16 SPF 10d x 12' NAILS 1 O x 11" NAILS p 1.. (2)ply 2500 (2)ply 2500 TAPCONS w (2)ply TRUSS (12) 16d x 12 NAILS ON MASONRY: (1) SIMP, MSTAM24 0 ATTACH KING STUD TO HEADER w/(10) p (2)2X6 SPF #2 BUILT UP STUD COLUMN U) H2x1p 2)2x10 #2 SYP w/2" FLITCH PLATE 16d NAILS BW3 16 SPF SP4 W/(6) SP4 W/(6) 570 If H10A w/(18)10d x 11" NAILS OR H10A 1015 H10A 1340I LU 10d x 11" NAILS 10d x 1 ' NAILS p 3rd. PT. (2)ply TRUSS H10A 2 w/(18) 10d x 12" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 TO POST: SIMP. HTS20 OR LSTA18 Z ATTACH KING STUD TO HEADER w/(10) O (3)2X6 SPF #2 BUILT UP STUD COLUMN TO BEAM: SIMP. HUC410 w/(18)16d & 1- 0 H2x12 2)2x12 #2 SYP w/2" FLITCH PLATE 16d NAILS (3) 12d (3) 12d NO 1" HTS20 w/(24)10d x 1 z NAILS (2)2x10 #2 SYP (10) 10d NAILS N I-• BW4 12" SPF TOENAILS TOENAILS UPLIFT MID -SPAN FRAME TO FRAME 1245 1450 F (2)2X8 SPF #2 BUILT UP STUD COLUMN (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 62x10 WITH 1!2 FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d � H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) 1" PLATE NAILS (18)1"x 2" TAPCONS N= 16d NAILS SP4 W/(6) SP4 W/(6) Q (2)HTS20 w/(24)10d x 12 NAILS FRAME TO FRAME 2490 2900 ON MASONRY: (1) SIMP. MSTAM24 o V BW5 12" SPF 2„ 1 760 plf MID -SPAN (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) W 10d x 12 NAILS 10d x 12 NAILS 3 2X8 SPF #2 BUILT UP STUD COLUMN = W ATTACH KING STUD TO HEADER w/(8) G O � H3.5x7.25 (2)1.75"x7.25" LVL 16d NAILS TO POST: SIMP. HTS20 OR LSTA18 CO � BW6 12 SPF SP4 W1(6) SP4 W1(6) 760 plf 3rd. PT. H2.5A w/(10)8d FRAME TO FRAME 535 600 TO BEAM: SIMP. WUC410 w/(18)16d & o ATTACH KING STUD TO HEADER w/(10) 10d x 1 NAILS 10d x 12 NAILS (3)2X4 SYP #2 BUILT UP STUD COLUMN O W W3,5x9.25 (2)1.75"x9.25" LVL 16d NAILS MTS12 w/(14)10d x 11" NAILS (2)2x12 #2 SYP (10) 10d NAILS U (3) 12d (3) 12d NO El z FRAME TO FRAME 860 1000 B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d Z TOENAILS TOENAILS UPLIFT MID -SPAN (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 1„ 2" H5.5x11.25 (3)1.75 x11.25 LVL ATTACH KING STUD TO HEADER w/(12) BW'7 16 SYP J (2)2X6 SYP #2 BUILT UP STUD COLUMN PLATE NAILS & (18)4 x24 TAPCONS p O T w/(22)1 d E" EP XY ANCHOR w/SIMP. SET -XP EPDXY ON MASONRY: (2) SIMP. MSTAM24 16d NAILS 8 MG0 $ O FRAME TO CMU 3330 3965 m SP4 W/(6) SP4 W/(6) 664 If MIN. 12" EMBEDMENT W3x12 3 2x12 #2 SYP w/ 1" FLITCH ATTACH KING STUD TO HEADER w/(10) BW8 16" SYP 1„ 1„ p MID -SPAN O (2)2X8 SYP #2 BUILT UP STUD COLUMN `L O z 10d x 12 NAILS 10d x 12 NAILS TO POST: SIMP: HTS20 OR LSTA18 PLATE BETWEEN PLIES 16d NAILS HTT4 w/(18)16d x 22' NAILS & 8" EPDXY ANCHOR w/SIMP. - 9❑ FRAME TO CMU 3640 4235 TO BEAM: SIMP. HUC410 w/(18)16d & p HEADER SUPPORT SCHEDULE 0 SP4 W1(6) SP4 wi(6) 1 SET EPDXY MIN. 7" EMBEDMENT (10) 10d NAILS BWg 16" SYP 664 plf 3rd. PT. O 4x4 SYP #2 POST B3.5x11. 10d x 1 �" NAILS 10d x 1 �" NAILS (2)1.75"'x11,25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d W 2 2 HGT-2 w/(16)10d NAILS w/ (2) 4" EPDXY ANCHOR w/SIMP. 25 �„ 3„ 10 FRAME TO CMU 10980 8910 NAILS & (18)4 x24 TAPCONS SEE PLAN FOR WALL WIDTH SET EPDXY MIN. 12 EMBEDMENT U_ OPENING SIZE JACKS @ EA. END KINGS @ EA. END (2) 12d (2) 12d NO 6x6 SYP #2 POST ON MASONRY: (2) SIMP. MSTAM24 O BW10 12" SYP TOENAILS TOENAILS UPLIFT MID -SPAN 8 11 HTSM16 w/(8)104 NAILS &(4) 1"x 21" TAPCONS FRAME TO CMU 1010 1175 I, V-0" TO 3'-11" 1 1 O 1 SP4 W/(6) SP4 W/(6)O 8x8 SYP #2 POST TO POST: SIMP. HTS20 OR LSTA18 BW11 12SYP 885 plf MID -SPAN TO BEAM: SIMP. HUC410 w/(18)16d & > 4 -0 TO 7 -11 2 2 " 10d x 12 NAILS 10d x 12 NAILS12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 B3.5x11O �- , UC (10) 10d NAILS a P 3-1/2"x3-1/2" LVL COLUMN. (2)1.75"x11.875" LVL TO MASONRY: SIMP. H410 OR HU410 w/(10)10d 8'-0" TO 9'-11" 2 3 SP4 W/(6) SP4 W/(6) O 875 � BW12 12" SYP 1„ „ 885 plf 3rd. PT. NAILS & (18)1"x 2" TAPCONS W 10d x 11 NAILS 10d x 1z NAILS 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 _ 10'-0" TO 12'-0" 3 4 O Q 3-1/2"x5-1/4" LVL COLUMN. ON MASONRY: (2) SIMP. MSTAM24 I- SP4 W/(6) SP4 W/(6) 2$0 If _ J STANDARD HEADER NOTES BW13 16 SPF IOd x 1z' NAILS 10d x 12" NAILS p MID SPAN 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833p1f 928p1f TO POST: SIMP. HTS20 OR L TA18 Q @ 3211 0.c. @ 32"o.c. R 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 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 (10) 1pd NAILS SP4 W/(6) SP4 W/(6) 380 If B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED w/OUT BW14 12° SPF p MID -SPAN ®N /� APPROVAL FROM E.O.R. 10d x 11" NAILS 10d x 11" HALLS O (18)1"42" aa a ° �� u.i z z S 3-112"x9-1/2" LVL COLUMN. NAILS & TAPCONS -� ��� '� �� '�i M @ 24 0. C. @ 24 o.c. ON MASONRY: (2) SIMP. MSTAM24 °°° �- ®.••'"�®®'' `� 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 O •v •. •, th2$00 ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD3. _ 3. NAIL #2 SYP HEADER PLIES TOGETHER USING: 2 ROWS OF 10d NAILS 12" O.C. ONE STANDARD BEARING WALL W/STRAPS NOTES T 5-1/4x51/4 LVL COLUMN. U0 co �•®� °' 0 0111 o SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X6 AND 2X8 HEADERS. (3) ROWS OF 10d 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 Q ®: � rrp Z TO POST: (2) SIMP. HTS20 OR LSTA18 W ® o r O; U_ 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. ON MASONRY: (2) SIMP. MSTAM24 2d.'� `� kj' 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 1 NAIL & 5" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG.OR 3 1.75"x16" LVL W ®°+ .•' <t MEMBERS BUCKET INTO HEADER TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS: 18 LTT2QB w/(10) Od S 8 1290 1300 5.25x16 O n. -4d, .®®• W�. ;& z ❑ EPDXY MIN. 7 EMBEDMENT CMU U.N.O.FASTEN LVL PLIES TOGETHER USING (3) Q � ��` Q �. 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. @ 2x6 STUDS. USE X 7x7 LVL COLUMN. ROWS OF 1/4 X 3 1/2 SDS SCREWS @ 24 O.C. O PER HEADER SCHEDULE. SP6 AND @ 2x8 WALLS USE SP8 INSTEAD OF INDICATED SP4. O HTT4 w/(18) 16d x 22' NAILS w/a' EPDXY ANCHOR WSIMP. EACH SIDE U ®/►iAaa���w� 19 SET EPDXY MIN. 7" EMBEDMENT - AT LVL / PSL COLUMNS COLUMN TO FTG. 3640 4235 U_ m 5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 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 31/211 X 11 7/8" LVL COLUMN USE 18 #10x1-1/2" SD SCREWS INSTEAD OF NAILS z WF08/SD3. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 1 1" TO POST: 2 SIMP. HTS20 OR LSTA18 O 6. MID OR s PT. BLOCKING TO BE 2x W/(2) 12d TOENAILS EACH END: ❑ (3)HTS20 w/(24)10d x 1 z NAILS ( ) 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. z ZO 5 1/4" X 9 1/2" LVL COLUMN 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 & B3.5x20 (2) 1.75"x20" LVL p ° 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) � n o 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. ANCHORS. + ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. °' �✓ A k, J� ROOF NOTES. Uj 8. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D. IF BRG. STANDARD COLUMN NOTES EACH SIDE R S WALL IS INDICATED W/BW1, BW4, BW7 OR BW10. THESE WALLS ARE ONLY r2 2 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL.! BM 9100 4095 0 � z SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE TO 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD3. CSTAN STANDARD BEAM NOTES � t � 1 U 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. BE TONAILED/ENDNAILED TO THE PLATES & THE 2x P.T. BASE PLATE CAN BE GT w/ (22) 10d NAILS TO GIRDER & (1) 5/8 A.T.R. THRU f- 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 DBL. TOP PLT. TO INVERTED HDU5 ATTACHED TO POST. FRAME TO FRAME 3300 3965 p z Z m ELEVATIONS FOR BEARING HEIGHTS. ATTACHMENT INDICATED IN THE BEARING WALL NOTES. BE P.T. OR WOLMANIZED. NVERTED HUD5 TO POST w/14 1/4 x 2 1/2" SDS SCREWS 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12 - 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 z Z z CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. ON PLAN. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP r �+ p O W F W 10. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD2 U.N.O. STANDARD CONNECTOR NOTE�.7 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS ON PLAN. SOLID POSTS. AT EXTERIOR CONDITIONS 2, NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF z U,J U ti W 12d NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM O U p U - E AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24 O.C. W/ 4x4: ABU44 w/(12)16d NAILS & g EPDXY ANCHOR w/MIN. rn -n (0 ti 11. COLUMNS WITHIN BEARING WALLS w/UPLIFT THAT DO NOT SHOW A BASE d W 06 -� v SINGLE TOP AND P.T. BASE PLATE LEAVE 1-1/2" GAP FROM TOP PLATE TO TRUSS 7" EMBEDMENT U�,x O N BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR 2 CONNECTION: CONTRACTOR TO INSTALL SP4/ SP8 AT EACH STUD 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. HETA16720, U.N.O. ON PLAN. 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA: END) O W CD W z C CM4 r � O 6x6: ABU66 w/(12)16d NAILS & 8' EPDXY ANCHOR w/MIN. ,,,, 12d TOENAILS. TOP/BOTTOM AND HAVE A J -BOLT OR EPDXY ANCHOR WITHIN 6 FROM THE 7" EMBEDMENT W J Z Q z > -' Z = 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE COLUMN. s 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. r1 p6pm oo u- to 12. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT E.O.R. FOR 8x8: ABU88 w/(18)16d NAILS & (2) e EPDXY ANCHORS w/ SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ F- V J J p o >- o CONTINUOUS FROM FLOOR TO CEILING 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 h W W W 0 - O Q '7't Coir 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 2 J � ZQO�y�Z 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 I - Q z � W Y O A) ALL CEILING HUNG SOFFITS AND SOFFITS SIDE AND CRIPPLE STUDS AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL AND BASE PLATE U.N.O. ON PLANS. MAX. AND (2) AT EACH CORNER. Z I-- O U 4 0 W � _ WITH CABINETS AS SHOWN ON PLANS. NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS o I-- <( X U_ 0 B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE. LEAVE A 1 1/2"' GAPfROM 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 O W Z O M 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS TRUSS TO TOP PLATE AND ATTACH USING SIMPSON DTC CLIP (SEE DETAILS FOR 2 -PLY U.N.O. ON PLAN U W w o OF ALL HARDWARE BEFORE INSTALLATION. WF20 & WF21/SD2). ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR STANDARD N /� I L SCHEDULE ¢ M O 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI I (CURRENT (2)12d NAILS TO EACH FLOOR TRUSS r1 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. z EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. - DRAWINGSETFORADDITIONALBRACING/BLOCKINGINFO.QQ EXT. WALL NAILING SHEATHING NOTES STANDARD NAIL GENERAL DIAMETER/ LENGTH W Q to - ROOF O� 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. O 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER.CL Z THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY ROOFS: �� 5. ALL TRUSS TO, TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 0 ~ TRUSSES 8d .131 x 221 z �-- 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) - ,_J ABOVE THE GARAGE. FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" 6. MISSED STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @EACH MISSED WETA16/20 0 < O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND STRAP LOCATION. IF DOUBLE HETA16/20 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. p > W J2 a 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR 10d 148 x 3 IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. M WW W PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF z�"`` W � LAYOUT HAS BEEN DETERMINED BUT PRIOR TOLU OTHERWISE AN ENGINEEREDSHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS: PLY CLIPS TO BE CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP 12d 148" x 31" PACED NO MORE THAN 24 O.C. R FRAMING NOTES _ = 0 � DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW S FLOOR O AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE GABLE ENDS: ~ W H W 16d .162 x 32 Q Q W Li.. PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. GENERAL NOTES 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 : W TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED &ENGINEERED BY FLOOR JOIST/TRUSS CO. z (� EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. 8d RING SHANK .113" x 22' NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF 8 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3: � U Ch 0 _ , CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS EXTERIOR WALLS: 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. W CO Q LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. SEE WF10/SD4 FOR MORE INFO. NAILING NOTNAILS: CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. P -1 00 z 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE �7 4. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING Z 00 a R F SYSTEM THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND NAILS: TO AVOID CONFLICT. BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE $d RING SHANK NAILS. 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN 5. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. U EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, 6. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION o BLDG DESIGN: --- ADDED TOE 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. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY STRUCTURALENG: MCD FLOOR SHEATHING NOTES TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, DRA�'TwG: THE CONTRACTOR OR A/C SUPPLIER. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. DESIGN: STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL �_- STRUCT: MRIMB MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER FLOOR SHEATHING TO BE 3/4 PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION U __.__ BUILDER NOTE- BE IN ACCORDANCE WITH ASTM A 153. NAIL 15 USED IT 15 ADEQUATE AS LONG AS IT DOES NOT PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). QC CHECK: cc IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS APA SHEATHING NOTE: EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. FLOOR NAILING NOTES NOTES & J __ 21 ______ cn JOB No PSQ-2180132 LAYOUT 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED - -- PANEL EDGES AT NIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SCALE: AS INDICATED ----STOP SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE zWITH (3) 10d TOENAILS. ". CONNECTOR L DATE Q2l2t),18 AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES EQUIVALENT TO WAND DRIVEN NAILS, SPACING SHALL BE 6 ON EDGES AND 12 IN FIELD. W S6I- ------COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LCC is strictly prohibited. i Li WALL LEGEND L1j Q 0 4 A 4 D So SOLO U H2x6 SD5 U U U m m m SD5 U U U 4� M LO Cil j U Cil CJ3 CJ3 _ CJ5 II J7 �I J7 J7 I I - ---- J7 (FOR AC CLOSET BEAM III g ATTACHMENT, REFER TO DETAIL 2/S5A) J7 i Ilr ___�-__ J7 - (FOR AC CLOSET BEAM J7 -�� G ATTACHMENT, REFER J7 TO DETAIL 2/S5A) I � ' x IK I J7 J7 ___ J7 J7 -- 5 = = 9'-4" T.O.M. = INTERIOR/EXTERIOR U. J7 III J7 = z O nom. z _0 dd �- Q�U-O M 8 Z 0 P O M 0 W BEARING WALL (OR LINTEL--- = /E z F_ C� 0�0 G' z ----_ o NOCJ1 m JJ7 = 11'-4" T.O.M. IF REFERENCED ON SHEET Z U_ O z EEE 1 Em I --- w .-- O G Q U �V�Iw_- E U S4). VERIFY HEIGHT W/ 06 O U) c� � j W L.` Z co n w U.JUIaa 'i Q _O -J W w c SD5 U H2x6 SO U LU W F_ O KNEE WALL TOP ARCHITECTURAL PLANS Q J z<0i>> ii o wz E echo= p 11 U.N.O. @ 11-4 I- ,�hz LU CL a N ' W W ° w D STRUCTURALENG: MCD DRAFTING: W W -DESIGN: --- -STRUCT: MR/MB LL QC CHECK: CC (0 65 < SCALE: AS INDICATED H ROOF FRAMING PLAN DATE. 02/20/18 EXTERIOR FRAME WALL w �z p '` I I V C H E D V L E (PARK SQUARE) SCHEDULE N'0 F-- z �- O WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE o w fU = W 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX �z 0 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX O W 9' -4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX z 0 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX m Q EXTERIOR FRAME WALL NOTES ° 0 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED UL w W TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR = REQUIRED STUD SPACING. O 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. O " 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR a REVIEW OF EXTERIOR STUDS W 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 0 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #142 STUDS ONLY. I— w ULTIMATE WIND SPEED: 140 MPH EXPOSURE: B CL°��, •,;..�.•��/®sir® 4 A 4 D So SOLO U H2x6 SD5 U U U m m m SD5 U U U 4� M LO Cil j U Cil CJ3 CJ3 _ CJ5 II J7 �I J7 J7 I I - ---- J7 (FOR AC CLOSET BEAM III g ATTACHMENT, REFER TO DETAIL 2/S5A) J7 i Ilr ___�-__ J7 - (FOR AC CLOSET BEAM J7 -�� G ATTACHMENT, REFER J7 TO DETAIL 2/S5A) I � ' x IK I J7 J7 ___ J7 J7 -- 5 = F— U. J7 III J7 = z O nom. z _0 dd �- Q�U-O M 8 Z 0 P O M 0 W , o V = /E z F_ C� 0�0 G' z ----_ o NOCJ1 m JJ7 Z U_ O z EEE 1 Em I --- w .-- O G Q U �V�Iw_- E U kyr 06 O U) c� � j W L.` Z co n w U.JUIaa 'i Q _O -J W w c SD5 U H2x6 SO U LU W F_ O U) � v W Z c Uj J z<0i>> ii o wz E 00 c w F— �UQQw�¢ J7 III J7 = z }.,. W i p �- Q�U-O W P O M O N.U CJ5 W Oo = /E z CJ3 ° w W ----_ aZ NOCJ1 JJ7 0H2x6 z EEE 1 Em CJ1 m O W W 11111111111115= Z � j W v v n SO 4 A H2x6 w = Q LU SD5 U H2x6 SO U LU W F_ SD5 A 4 B 18 0 z W Z c Uj C � echo= p W �G U o - ,�hz LU CL a N ' W W ° BLDG DESIGN: ... STRUCTURALENG: MCD DRAFTING: W W -DESIGN: --- -STRUCT: MR/MB LL QC CHECK: CC (0 JOB No. PSQ-2180132 < SCALE: AS INDICATED H ROOF FRAMING PLAN DATE. 02/20/18 NOTE. SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND of w 2 F- -----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, LCC is strictly prohibited. Ir ALTERNATE CONNECTIONS I.L.O. J -BOLT: SHEATHING PER PAN 1. MIN. (6) 1/2"x5" TITEN HD W/ 3-1/2" MIN. EMBED. SHEATHING PER PAN 2. MIN. (6) 1/2" ASTM F1554, Gr. 36 (OR BETTER) THREADED ROD W/4-1/2" MIN. TYP. TRUSS TO FRAME A. 1` PROVIDE STANDARD TYP. TRUSS TO FRAME CONNECTION PER �.� ;:..,. •,.�. ' �,..,� S E EPDXY E 2"x2" SQUARE WASHER CONNECTOR EMBED W/ SIMPSON SET -XP E O OR EQUIV. US • a cn HOOKCONNECTION PER STD CO CT W _..._ __.....____m ...._._..... _ -_. .. _ _._ _ 2x6x12 P.T. SYP #2 I = CENTER BUCK STD. CONNECTOR NOTES CO NOTES FRAME OUT TO BLOCK J -BOLT W/ 5 1/2" (2) 2x PLATE EDGE AS REQ'D .� EMBED. FRAME OUT TO BLOCK •.(1) #5 IN TIE BEAM -.._---. , 2x P.T. SYP #2 NAILER EDGE AS REQ'D • I 1 1/2" OF OPENING W/ (1) 1/4"x2-3/4" �L..: (1) #5 BAR IN PRECAST MIN. TAPCONS @ 24" O.C. & LAST STUD OF i �. LINTEL 4 MIN. FROM KNEE WALL JOINING FACE OF CMU 4" FROM ENDS LAST STUD OF KNEE WALL a, .. (2) #5's VERTICAL IN ANCHOR NOT PERMITTED TO BE JOINING UP TO MAIN HOUSE UP TO MAIN HOUSE ' ......__...._. I WALLS SHALL BE GROUT FILLED CELL INSTALLED WITHIN 1-1/2" OF HEAD JOINT WALLS SHALL BE ATTACHED (2) 2x TOP PATE ATTACHED TO MIN. I (2) 2x #2 SYP SEE PAN TO MIN. (2) 2x FULL HEIGHT FOR BEAM SIZE j JAF . - MIN. (6) 1/2" DIAMETER J -BOLTS USING 2"X2" SQ: (2) 2x FULL HEIGHT g _ WASHERS & 5-1/2" MIN. EMBED. AT EA. 2x6 P.T. DOOR pOA21" O.C. DS W/ (2)-16d NAILS WALL STUDS W/ BUCK EA. SIDE OF OPENING, FIRST ANCHOR (2)-16d NAILS @ 12" •` .�I ;. ENTIRE COLUMN TO �- ,:I BE GROUT FILLED w (BOTTOM &TOP) $" MAX. ABOVE GARAGE F.F. & 6° MIN. 2x4 SPF #2 KNEE WALL I O.C. U.N.O. - BELOW TOP OF BUCK. SPACE REMAINING ANCHORS FORBEAM SIZE E PLAN (1) #5 VERTICAL IN @ 24 O.C. MAX WITH STUDS @ 16" O.C. W/ la :. w NOTE: CONTRACTOR TO VERIFY STRUCTURAL SHEATHING MIN. 2x4 SPF #2 KNEE i GROUT FILLED CELL (IF oo O BUCK TO CMU ATTACHMENT ON BOTH SIDES FROM TOP I WALL WITH STUDS @ REQ'D PER PAN) H- ¢ BUILDER FRAME „ LOCATIONS PER GARAGE DOOR OF WALL TO BOTTOM OF 16 O.C. W/ RADIUS AS REQ'D Q W LL MFR.'S WRITTEN SPECIFICATIONS STRUCTURAL E- O > BEAM. ATTACHED PER O SHEATHING ON BOTH • NOTE: SEE MD08 ON U) w NAILING SCHEDULE SIDES FROM TOP OF II' LINTEL PLAN p""� ¢ 45 DEG. BEVEL CUT OTHERWISE SP2 CLIPS I BUILDER FRAME O �, < 2x6 P.T. SYP #2 BUCK WALL TO BOTTOM OF ter. P __� Q Q - - END, 1 1/2" ABOVE EACH STUD TO DOUBLE TOP BEAM. ATTACHED PER . ATE AND SP1 CLIPS EACH RADIUS AS REQ'D GARAGE F.F., EA. SIDE NAILING SCHEDULE A 71 SECTION OF OPENING STUD TO BOTTOM PLATE VERTICAL REINFORCEMENT DETAILDO GARAGE BUCK DETAIL FO KNEEWALL AT DOWNSET BEAM fiFO KNEEWALL AT UPSET BEAM 1/2"=1'-0" 3/4"=1'-0" 3/4"=1'-0.. (MAX. 170C) TYP. TRUSS TO FRAME Q CONNECTION PER O STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE J Q AST STUD OF P z KNEE WALL JOINING (2) 2x TOP PATE o UP TO MAIN HOUSE (2) 2x #2 SYP SEE PAN w WALLS SHALL BE ( FOR BEAM SIZE (ONLY ATTACHED TO MIN. (2) 2x FULL HEIGHT � IF OPENING PROVIDED Z PER PAN) O WALL STUDS W/ (2)-16d NAILS @ 12" 2x4 SPF #2 KNEE WALL W/ STUDS @ 16" O.C. z O.C.W/ STRUCTURAL 1/2" x 8" ANCHOR BOLT I SHEATHING FROM w V OR TITEN HD @ 32" TOP OF WALL TO W O.C. & 6" FROM EACH BOTTOM OF WALL. 0 END ATTACHED PER wc� - --- _ -_ — 2x PT BOTTOM NAILING SCHEDULE PATE OTHERWISE SP2 CLIPS 0 W PRECAST LINTEL OR EACH STUD TO BEAM ABOVE AND SP1 CLIPS z KNOCK OUT COURSE EACH STUD TO MASONRY WALL BOTTOM PATE co FO KNEEWALL AT MASONRY WALL 0 3/4"=1'-0" w H W CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN O TED ON BEAM "a FRAMING PAN FOR CORNER CONDITIONS �Q a i / PAN FOR ADDITIONAL Z TYPICAL FILLED CELL SPACING oe EXTERIOR SHEATHING STRAP AROUND INFO O W/ 3000 psi CONC. SEE PLAN FOR NAIL PIER PAN TALLER STUD) SIDE VIEW @ BASE OF POST w No •a I• �. wi(1)#SREBARVERT. CONNECTION VERIFY W/ PD01 CORNER COLUMN FRAMING AN FOR 2x BRG WALL, SEE SEE FRAMING PAN FOR REQ'D LOCATIONS 3/4"=1'-0" � U $ BEARING WALL LOCATIONS. PLAN FOR STUD SIZE & MU WALL AS REQ'D SPACING. MIN (2) 2x SEE FLOOR PLAN FOR D ° SEE BEARING WALL -- — C UNDER GIRDER TRUSS SCHEDULE FOR REQUIRED PER PAN MORE BRG. WALL INFO CONNECTIONS, STUD f . ' U.N.O. R (4) EQ. SPACED I TITEN HD ANCHORS W/ PAN, 24" O.C.AX c~n� SPACING, AND BLOCKING 2x BLOCKING Z MIN. 1 2" EMBEDMENT FOR HOLLOW � m REQUIREMENTS I ROOFING MATERIAL BLOCK OR 3 1/2" EMBEDMENT FOR SOLID SIMPSON LSTA24 EACH (2) 2x TOP PATE Z I I BLOCK. MAX. 6" FROM TOP AND BOTTOM PER ARCHS W (� ti STUD ATTACH 2x TO O WW w V- : 4 , 1 OR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" y_ �-- SEE FRAMING PAN C) �` � . 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) z FROM TOP AND BOTTOM AND 12" O.C. Q n W 0 L: � E PAN FOR STUD SIZE & TRUSS PER PAFOR CONNECTION _O N ROWS OF 10d NAILS BETWEEN INFO �' � � .- SPACING. MIN (2) 2x STAGGERED @ 8" ¢ 06 U u) ti 0 8 UNDER GIRDER TRUSS SEE PLAN FOR O.C. SEE ELEVATION 0 w z o M TOP OF MASONRY W Q Z¢ O _j -' m PT BASE PATE _, U.N.O. CONNECTION . ,. mW �N 017�1SECTION DOUBLE BEARING F1 STEP BEARING FRAME WALL sEEaRcH PANS 1=oR �U) 0QBEARING/ SHEARWALL CONNECTION TO CMUCG @ OVERHANG INFO I- W WU)C/) C O Q � 3/4"=1"-0" 3/4"=T-0"3/4"=11-0" w Z Q 0� z Z OzzPLUR0 z f- VQDWQ= RE. ELEV, Q W Q L>: < CL FOR O.M. W F- O TYP. SINGLE TIE -BEAM O W V O W o W/ (1) #5 CONT. U 2 O GROUT SOLID ¢ U) z O QW PRE-ENGINEERED W d Z N Is PRE -CAST LINTEL PER PAN OPENING WATERPROOFING BY BUILDER/ OTHERS WINDOW/DOOR P.T. BUCK FASTENER SCHEDULE 2 2x TOP PATE W/ O SEE ROOF SHEATHING, BEAM INTO LONG SPAN AS PT POST (AS NOTED) 0 �` .� •••® •®•. ,„ 3/16" x 2 1/4" 12" O.C. (3) 12d END NAILS TO AST STUD SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN O (2) 2x BUILT-UP COL. ABU POST BASE 0 Z`1••� 09 % . R 0 1x8 3/16" x 2 1/4" STRAP IS NOT REQUIRED. W 2 p AS NOTED z ( ) 0) LL m o JZ 2x4 CONC. W/(1) #5 REBAR CONT. 4 DOUBLE TOP PATE 1 r/I 5/8 THREADED ROD w/ C „� z W *9 j '� dO••111 O 4. 0.SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) 2x TOP PATE NUT SET IN ADHESIVE W PT. POST (AS NOTED) STD HOOK @ EACH STUD (2) 12d NAILS @ CL _ •.• •. o O Z ' I°a 2x PT STUD OR ALTERNATE 1x PT ° EACH END Q i i U '� .••° �5 , '�o ®••���C } FURRING TO CMU W/ 2x FRAMING PER EXT. AS NOTED W SIMPSON LSTA30 W/ a ° i °_�.�---�-/SEE �."►'" �!®®®x/116611®® ® m _j x ROOF TRUSS _SPP (22) 10d NAILS (ALL FOUNDATION LAP BEAM PLYS AND p OR SP2 CLIPS AT TOP AND SP1 i PER NAILING PATTERN �I .d "-- EXT FINISH PER PAN z <t O. Q W NAIL AS SHOWN (5) 0.131 x 3 1/4" NAILS Q PER PLY HTS20 CLIP FROM POST TO BEAM w EXTERIOR BEAM AS0) NOTED PLAN VIEW @ TOP OF POST ,�`°® tl��'�i, a "a FRAMING PAN FOR CORNER CONDITIONS �Q a i / PAN FOR ADDITIONAL Z TYPICAL FILLED CELL SPACING oe EXTERIOR SHEATHING STRAP AROUND INFO O W/ 3000 psi CONC. SEE PLAN FOR NAIL PIER PAN TALLER STUD) SIDE VIEW @ BASE OF POST w No •a I• �. wi(1)#SREBARVERT. CONNECTION VERIFY W/ PD01 CORNER COLUMN FRAMING AN FOR 2x BRG WALL, SEE SEE FRAMING PAN FOR REQ'D LOCATIONS 3/4"=1'-0" � U $ BEARING WALL LOCATIONS. PLAN FOR STUD SIZE & MU WALL AS REQ'D SPACING. MIN (2) 2x SEE FLOOR PLAN FOR D ° SEE BEARING WALL -- — C UNDER GIRDER TRUSS SCHEDULE FOR REQUIRED PER PAN MORE BRG. WALL INFO CONNECTIONS, STUD f . ' U.N.O. R (4) EQ. SPACED I TITEN HD ANCHORS W/ PAN, 24" O.C.AX c~n� SPACING, AND BLOCKING 2x BLOCKING Z MIN. 1 2" EMBEDMENT FOR HOLLOW � m REQUIREMENTS I ROOFING MATERIAL BLOCK OR 3 1/2" EMBEDMENT FOR SOLID SIMPSON LSTA24 EACH (2) 2x TOP PATE Z I I BLOCK. MAX. 6" FROM TOP AND BOTTOM PER ARCHS W (� ti STUD ATTACH 2x TO O WW w V- : 4 , 1 OR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" y_ �-- SEE FRAMING PAN C) �` � . 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) z FROM TOP AND BOTTOM AND 12" O.C. Q n W 0 L: � E PAN FOR STUD SIZE & TRUSS PER PAFOR CONNECTION _O N ROWS OF 10d NAILS BETWEEN INFO �' � � .- SPACING. MIN (2) 2x STAGGERED @ 8" ¢ 06 U u) ti 0 8 UNDER GIRDER TRUSS SEE PLAN FOR O.C. SEE ELEVATION 0 w z o M TOP OF MASONRY W Q Z¢ O _j -' m PT BASE PATE _, U.N.O. CONNECTION . ,. mW �N 017�1SECTION DOUBLE BEARING F1 STEP BEARING FRAME WALL sEEaRcH PANS 1=oR �U) 0QBEARING/ SHEARWALL CONNECTION TO CMUCG @ OVERHANG INFO I- W WU)C/) C O Q � 3/4"=1"-0" 3/4"=T-0"3/4"=11-0" w Z Q 0� z Z OzzPLUR0 z f- VQDWQ= RE. ELEV, Q W Q L>: < CL FOR O.M. W F- O TYP. SINGLE TIE -BEAM O W V O W o W/ (1) #5 CONT. U 2 O GROUT SOLID ¢ U) z O QW PRE-ENGINEERED W d Z N Is PRE -CAST LINTEL PER PAN OPENING WATERPROOFING BY BUILDER/ OTHERS WINDOW/DOOR P.T. BUCK FASTENER SCHEDULE 2 2x TOP PATE W/ O SEE ROOF SHEATHING, TAPCONS PT POST (AS NOTED) 0 �` .� •••® •®•. ,„ 3/16" x 2 1/4" 12" O.C. (3) 12d END NAILS TO AST STUD PLAN NAIL PER PAN (2) 2x BUILT-UP COL. ABU POST BASE 0 Z`1••� 09 % . R 0 1x8 3/16" x 2 1/4" a_ :..„ .. TYPICAL TIE BEAM W/ 3080 psi 2 p AS NOTED z ( ) 0) LL m o JZ 2x4 CONC. W/(1) #5 REBAR CONT. 4 DOUBLE TOP PATE 1 r/I 5/8 THREADED ROD w/ C „� z W *9 j '� dO••111 4. 0.SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) 2x TOP PATE NUT SET IN ADHESIVE W ®• o•° Q � � Q STD HOOK @ EACH STUD (2) 12d NAILS @ I— _ •.• •. o O Z ' I°a 2x PT STUD OR ALTERNATE 1x PT ° EACH END Q i i U '� .••° �5 , '�o ®••���C } FURRING TO CMU W/ 2x FRAMING PER PRE-ENGINEERED SIMPSON LSTA30 W/ a ° i °_�.�---�-/SEE �."►'" �!®®®x/116611®® ® m _j d PLAN ROOF TRUSS _SPP (22) 10d NAILS (ALL FOUNDATION "a FRAMING PAN FOR CORNER CONDITIONS �Q a i / PAN FOR ADDITIONAL Z TYPICAL FILLED CELL SPACING oe EXTERIOR SHEATHING STRAP AROUND INFO O W/ 3000 psi CONC. SEE PLAN FOR NAIL PIER PAN TALLER STUD) SIDE VIEW @ BASE OF POST w No •a I• �. wi(1)#SREBARVERT. CONNECTION VERIFY W/ PD01 CORNER COLUMN FRAMING AN FOR 2x BRG WALL, SEE SEE FRAMING PAN FOR REQ'D LOCATIONS 3/4"=1'-0" � U $ BEARING WALL LOCATIONS. PLAN FOR STUD SIZE & MU WALL AS REQ'D SPACING. MIN (2) 2x SEE FLOOR PLAN FOR D ° SEE BEARING WALL -- — C UNDER GIRDER TRUSS SCHEDULE FOR REQUIRED PER PAN MORE BRG. WALL INFO CONNECTIONS, STUD f . ' U.N.O. R (4) EQ. SPACED I TITEN HD ANCHORS W/ PAN, 24" O.C.AX c~n� SPACING, AND BLOCKING 2x BLOCKING Z MIN. 1 2" EMBEDMENT FOR HOLLOW � m REQUIREMENTS I ROOFING MATERIAL BLOCK OR 3 1/2" EMBEDMENT FOR SOLID SIMPSON LSTA24 EACH (2) 2x TOP PATE Z I I BLOCK. MAX. 6" FROM TOP AND BOTTOM PER ARCHS W (� ti STUD ATTACH 2x TO O WW w V- : 4 , 1 OR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" y_ �-- SEE FRAMING PAN C) �` � . 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) z FROM TOP AND BOTTOM AND 12" O.C. Q n W 0 L: � E PAN FOR STUD SIZE & TRUSS PER PAFOR CONNECTION _O N ROWS OF 10d NAILS BETWEEN INFO �' � � .- SPACING. MIN (2) 2x STAGGERED @ 8" ¢ 06 U u) ti 0 8 UNDER GIRDER TRUSS SEE PLAN FOR O.C. SEE ELEVATION 0 w z o M TOP OF MASONRY W Q Z¢ O _j -' m PT BASE PATE _, U.N.O. CONNECTION . ,. mW �N 017�1SECTION DOUBLE BEARING F1 STEP BEARING FRAME WALL sEEaRcH PANS 1=oR �U) 0QBEARING/ SHEARWALL CONNECTION TO CMUCG @ OVERHANG INFO I- W WU)C/) C O Q � 3/4"=1"-0" 3/4"=T-0"3/4"=11-0" w Z Q 0� z Z OzzPLUR0 z f- VQDWQ= RE. ELEV, Q W Q L>: < CL FOR O.M. W F- O TYP. SINGLE TIE -BEAM O W V O W o W/ (1) #5 CONT. U 2 O GROUT SOLID ¢ U) z O QW PRE-ENGINEERED W d Z N Is PRE -CAST LINTEL PER PAN OPENING WATERPROOFING BY BUILDER/ OTHERS WINDOW/DOOR P.T. BUCK FASTENER SCHEDULE TRUSSES PER PLAN @ `-- SIZE TAPCONS SPACING #ROWS 1x4 3/16" x 2 1/4" 12" O.C. 1 FLOOR PLAN 3/16" x 2 1/4" 191, 1x8 3/16" x 2 1/4" 12" O.C. 2 p > LL 2x4 3/16" x 3 1/4" 12" O.C. 1 1 2x6 13/16" x 3 1/4" 2x8 3/16" x 3 1/4" 12" O.C. ±2:j OPENING SIZE AND NOTES: CLIPS AT BASE ARE REQ'D. _ (M 2 LOCATION PER PAN 1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF CI Q (TYP). WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE LE 4 FROM ENDS AND 16 O.C. MAX. TAPCONS TO BE 1 1/2 MIN. FROM EDGE !� •• 0 W (nd MASONRY WALL PER OF BUCK. 2x BLOCKING 1 -- --- CRICKET AS REQUIRED ' �'' MAIN FLOOR O ..) 00 Z ELEV 0'-0" o Q PN (TYP). 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO MIN 2x4 STUDS @ 16" CONC. SLAB - z AcL 'Q G STRUCTURE BY OTHERS IN THIS CASE. O/C MAIN SPAN ROOF SEE FOUNDATION VERT REINF. BEYOND p CL C. N .._. P.T. BUCKS PER 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO 2x P.T. PATE TRUSS PLAN FOR MORE INFO � I_I j i_ 11- W BLDG DESIGN: SCHEDULE EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS L! • STRUCTURAL ENG: MCD STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK. 1/2" x 8" ABOR OR TITEN HD @ 32" I I—� (nMAX. 2 PLIES OVER INITIAL P.T. BUCK O.C. & 6" FROM EA. END, II PLAN MASONRY WALL PER W DRAFTING: --- -- -DESIGN. 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME CENTER ON BASE PATE U STRUCT: MR/MB OPENING IF WINDOW/DOOR MANUFACTURER AND PAN REQUIREMENTS UPLIFT CONNECTOR SEE FOUNDATION (FASTENING) ARE MET. (SEE SCHEDULE) DETAILS FOR FTG INFO QC CHECK CC 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID TOP KNOCK OUT - __ _....__ __..... _..._. _. _....._ c~/� JOB No PSQ-21$0132 . _ GROUTED CMU. COURSE W/ (1) #5 a MASONRY WALL PER < SCALE: AS INDICATED 6. WINDOW OR DOOR INSTALLATION BY OTHERS CONT. PLAN W DATE. 02/20/18 10 2x BUCK DETAIL F1 KNEEWALL ABOVE MASONRY WALL S01 TYPICAL ONE STORY CMU WALL SECTION W 1/2"=1'-0'" cn H COPYRIGHT MCD 2015:.The information contained in this document its copyrighted and is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LCC is strictly prohibited. WSD1 TRUSSES PER PLAN @ `-- WINDOW PER > 0 O I-- 24" 0. C. MAX. DOUBLE 2x TOP PATE FLOOR PLAN © Q TYP. TRUSS TO FRAME IF REQ'D, PROVIDE p > LL CONNECTION PER STDCLOSURE WALL w/ CONNECTION NOTES SINGLE TOP AND BASE PRECAST CONC. OR o z M J LLI w/ (2) 16d NAILS POWERS STEEL SILL 3:� LuPLATE „ EXT. SHEATHING ATTACHED I TO TRUSS. STUDS @ TYP. @ ALL WINDOWS W PER NAILING SCHEDULE FROM 24" O.C. &EXT. = ~ W W H TOP OF KNEEWALL TO BOTTOM THING INSTALLEDn SHEATHING � Z OR SP2 CLIPS AT TOP AND SP1 i PER NAILING PATTERN �I .d "-- EXT FINISH PER PAN z <t O. Q W OPENING SIZE AND NOTES: CLIPS AT BASE ARE REQ'D. _ (M 2 LOCATION PER PAN 1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF CI Q (TYP). WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE LE 4 FROM ENDS AND 16 O.C. MAX. TAPCONS TO BE 1 1/2 MIN. FROM EDGE !� •• 0 W (nd MASONRY WALL PER OF BUCK. 2x BLOCKING 1 -- --- CRICKET AS REQUIRED ' �'' MAIN FLOOR O ..) 00 Z ELEV 0'-0" o Q PN (TYP). 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO MIN 2x4 STUDS @ 16" CONC. SLAB - z AcL 'Q G STRUCTURE BY OTHERS IN THIS CASE. O/C MAIN SPAN ROOF SEE FOUNDATION VERT REINF. BEYOND p CL C. N .._. P.T. BUCKS PER 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO 2x P.T. PATE TRUSS PLAN FOR MORE INFO � I_I j i_ 11- W BLDG DESIGN: SCHEDULE EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS L! • STRUCTURAL ENG: MCD STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK. 1/2" x 8" ABOR OR TITEN HD @ 32" I I—� (nMAX. 2 PLIES OVER INITIAL P.T. BUCK O.C. & 6" FROM EA. END, II PLAN MASONRY WALL PER W DRAFTING: --- -- -DESIGN. 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME CENTER ON BASE PATE U STRUCT: MR/MB OPENING IF WINDOW/DOOR MANUFACTURER AND PAN REQUIREMENTS UPLIFT CONNECTOR SEE FOUNDATION (FASTENING) ARE MET. (SEE SCHEDULE) DETAILS FOR FTG INFO QC CHECK CC 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID TOP KNOCK OUT - __ _....__ __..... _..._. _. _....._ c~/� JOB No PSQ-21$0132 . _ GROUTED CMU. COURSE W/ (1) #5 a MASONRY WALL PER < SCALE: AS INDICATED 6. WINDOW OR DOOR INSTALLATION BY OTHERS CONT. PLAN W DATE. 02/20/18 10 2x BUCK DETAIL F1 KNEEWALL ABOVE MASONRY WALL S01 TYPICAL ONE STORY CMU WALL SECTION W 1/2"=1'-0'" cn H COPYRIGHT MCD 2015:.The information contained in this document its copyrighted and is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LCC is strictly prohibited. WSD1 SIMPSON HGA10 @ 48" O.V. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN SIMPSON H10A DIAGONAL TO BEAM BEAM CONNECTION SIMPSON DIAGONA PLATE. CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D SIMPSON A23 @ EACH A35 DIAGONAL TO MAINTAIN 3 1/4" H �— BRACE TO PLATE TRUSS BOT. CHORD 4'-8" < H:6- 7'-0" (1) 2x4 BRACE WHERE O.H. IS > 1'-0", DROP GABLES (2) 2x4 BRACE (SEE SECTION A -A) SIMPSON HGA10 @ 48" CLEARANCE BETWEEN 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK w/ OUTLOOKERS @ 24" O.C. TO RUN V-0" MAX PLYOOD CANT. O.H. O.C. NOTE: ALL GABLE ADJ. BAYS @ EA. DIAG. AS SHOWN. FASTEN BACK TO 1ST COMMON TRUSS WITH SEE ELEV. FOR PER WF08/SD3 BRACING IS TO BE ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ (3) 12d TOENAILS. CONNECT TO O.H. SIZE SHEATHING NOT REQ'D SYP#2 OR BETTER 6" O:C. (4) BAYS MIN (1) BAY AFTER BRACE IS DROP GABLE WITH H2.5 CLIP. MAX 11 TO BE CONT. @ THE AND CENTERLINE OF REQ'D) 2'-0" O.H. PLAN. STUDS @ 24" TRANSITION FROM END AND 32" 24" O.C. FOR FALSE BM USING 1/2" J -BOLTS OR I=- WALL TO GABLE w SHEATHING J -BOLT ' TRUSS NAILS (MAX. 1�� \ O.C. MAX. O CONT. 2x4 DOUBLE 2x TOP PLATE 1 Q W \ 2x4 DIAGONAL BRACE LOADS SUCH AS PLATE &WALL SPACING TO BE 4 VERTICAL GAP @ 48" O.C. TO 3RD BAY FASTEN SIDE WALL TOENAILS EA. END Z \ REQ'D w/ SHEATHING PER PLAN. 2x8 P.T. PLATE, CANT. NAILING SCHEDULE STRONGBACK, SEE U co 0 _ = CO ¢ M (5) 16d NAILS \ \ CHART O J BRACE TO II FOR CLG. NAILING EXT. SHEATHING; BLOCKING \ \ GABLE (+) ATTACH PER PLAN BLOCK & TRUSS w SURFACE SEE CHART "OP o m NAILS @ 6 O.C. , TYP. NON -LOAD T_ •'� _ PROVIDE 2x4 BRACE SIMPSON DTC @ EACH o = FRAMING FOR FALSE TO EA. ADJ. DIAG. BLDG DESIGN: --- STRONGBACK IF FRAME WALL CONNECTION GABLE END TRUSS TO FASTEN TO DIAG. ,: `. PER BEAM, IF REQ'D w/ (3) L w/(2) 16d NAILS. LOADS SUCH AS CHART CHAR PLATE@12" O.C. MAX. NOTE: CONTRACTOR TO NAIL GABLE BRACING @ -5 _ PLAN. STUDS @ 24" 48" O.C. NOT REG'D Ar A GABLE END OR NAILS STUDEMBER,, LOCATION. ATTACH W/ 6' FROM EAVES TRUSS BRACE SHEATHING TIE BEAM COURSE w/ FASTEN PER CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D SIMPSON A23 @ EACH A35 DIAGONAL TO MAINTAIN 3 1/4" H �— BRACE TO PLATE TRUSS BOT. CHORD 4'-8" < H:6- 7'-0" (1) 2x4 BRACE 7'-0" < H 6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" CLEARANCE BETWEEN 14'-0" < H 618'-8" STRONGBACK W/ (2) 2x4 BRACE v1/2" J -BOLTS w/ TYP. NON -LOAD CA > L p PER WF08/SD3 INSIDE FACE OF CMU END. REDUCE PLAN ATTACH PER WASHERS (MIN. 6" EMBED) MIN. 6 FROM 2x4 SYP #2 BRACING @ BASE PLATE TO BE A 0 W W 11 AND CENTERLINE OF SPACING TO 24" O.C. _- NAILING SCHEDULE PLAN. STUDS @ 24" 4EACH END AND 32" 24" O.C. FOR FALSE BM USING 1/2" J -BOLTS OR I=- Z w SHEATHING J -BOLT ' O.C. MAX. STUD NAILS (MAX. 1�� O.C. MAX. O ATTACHMENT w/ (3) 10d FROM EA. END OF BASE 1 Q W Y ATTACHED PER LOADS SUCH AS PLATE &WALL SPACING TO BE 4 VERTICAL GAP z TOENAILS EA. END Z _ _j 2x8 P.T. PLATE, CANT. NAILING SCHEDULE CABINETS OR HEAVY U co 0 _ = CO ¢ M 2x TOP PLATE TO I O J II FOR CLG. NAILING SLAB STEP DOWNS, v GABLE END W/ 16d MAX. @ BLOCK & TRUSS w SURFACE o m NAILS @ 6 O.C. , TYP. NON -LOAD 0 d CV ' •'� _ PROVIDE 16d NAILS SIMPSON DTC @ EACH o = FRAMING FOR FALSE (L BLDG DESIGN: --- P.T BASE PLATE o GABLE END TRUSS TO ,: `. O BEAM, IF REQ'D w/ (3) L LOADS SUCH AS TRUSS BLOCKING.) PLATE@12" O.C. MAX. NOTE: CONTRACTOR TO NAIL HGA10 @ 32" O.C. 10d NAILS @ EA. PLAN. STUDS @ 24" U I=- U -STRUCT: MR/MB OR NAILS STUDEMBER,, LOCATION. ATTACH W/ PER HEADER SCHED. THEN STUD U.N.O. SEE TRUSS BRACE REDUCE DTC SPACING TIE BEAM COURSE w/ 2x4 STUDS @ 24" O.C. BEARING WALL W O.C. MAX. STUD CMU WALL OR LINTEL (1) #5 CONT. w/ SINGLE BASE & TOP FALSE BM PER PLAN BELOW TO 24" O.C. FOR PLATE w/ PLYWOOD. IF REQ'D - SHEET FOR MORE INFO. SHEATHING COVERING SPACING TO BE CMU WALL CONNECTION CLEAR SPAN CONNECTION 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GABLE END @ FLAT CEILING CONNECTIONS 3/4"=1'-0" GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H:6- 7'-0" (1) 2x4 BRACE 7'-0" < H 6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H 618'-8" STRONGBACK W/ (2) 2x4 BRACE SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. GABLE 2x4 BRACE WITH (2) 10d NAILS (1) A23 FROM ---� 2x4 BRACE IF REQ'D STRONGBACK TO SEE CHART. DIAGONAL 10d COMMON NAILS @ 6" O.C. GABLE VERTICAL 2ND 2x4 BRACE IF REQ'D, SEE CHART A -A GABLE VERTICAL BRACING 2 6 GABLE END BRACING 3/4"=1'-0" A 10d COMMON NAILS @ - 8" O.C. 2x4 SYP #2 BLOCKING @ 48" O.C. MAX. W/ (3) 2X STUDS TYP. TRUSSES AT 24" O.C. Q d 12d TOE -NAILS @ EA. ROOF SHEATHING PER TYP. NON -LOAD CA > L p PER WF08/SD3 END. REDUCE PLAN ATTACH PER BEARING WALL PER SIMPSON DTC @ 48" BASE PLATE TO BE 0 W W 11 STRUCTURAL SPACING TO 24" O.C. _- NAILING SCHEDULE PLAN. STUDS @ 24" O.C. ATTACH W/ (6) 8d w 0 USING 1/2" J -BOLTS OR I=- Z SHEATHING @WALLS CARRYING ' O.C. MAX. STUD NAILS (MAX. 1�� W FROM EA. END OF BASE H Q W ATTACHED PER LOADS SUCH AS PLATE &WALL SPACING TO BE 4 VERTICAL GAP Z _ � NAILING SCHEDULE CABINETS OR HEAVY U co 0 _ REDUCED DOWN TO REO.C. BETWEEN 12" LONG 0 O W � cli C) SLAB STEP DOWNS, Z SHELVING MAX. @ BLOCK & TRUSS w Q C.... MIN. BELOW STEP TYP. NON -LOAD 0 d CV ' •'� _ --- 2x4 #2 SYP CONT. W/ SIMPSON DTC @ EACH LOCATIONS CARRYING BOTTOM CHORD/ BLDG DESIGN: --- P.T BASE PLATE o BEARING WALL PER � O (2) 16d COMMON HORIZONTAL BLOCK LOADS SUCH AS TRUSS BLOCKING.) NOTE: CONTRACTOR TO NAIL -DESIGN: --- PLAN. STUDS @ 24" U I=- U -STRUCT: MR/MB OR NAILS STUDEMBER,, LOCATION. ATTACH W/ PER HEADER SCHED. THEN STUD U.N.O. SEE CABINETS OR HEAVY REDUCE DTC SPACING w (/) BEARING WALL W O.C. MAX. STUD SCHEDULE ON NOTES & TRUSS MEMBER, (6) 8d NAILS {MAX. -" SHELVING. TO 24" O.C. FOR W Q SCALE: AS INDICATED - SHEET FOR MORE INFO. z SPACING TO BE ......... ...... ... _ VERTICAL GAP DATE: 02/20/18 FO TYPICAL HEADER DETAIL WALLS CARRYING REDUCED DOWN TO W F MASONRY, USE (2) BETWEEN 12" LONG 1/2"=1'-0" HOLD TOP OFLOADS SUCH AS z u7 SD2 16 O.C. MAX. @ 1/4" TAPCONS W/ BLOCK & TRUSS NON -LOAD BEARING CABINETS OR HEAVY LOCATIONS CARRYING MIN. 2" EMBED. @ 24" BOTTOM CHORD/ O WALL DOWN 1-11' SHELVING w F-- 0 LOADS SUCH AS O.C. TRUSS BLOCKING.) O BELOW BOTTOM OF z a _ w CABINETS OR HEAVY 2x BLOCKING x 12" O J J TRUSS BOTTOM 2x BLOCKING x 12" SHELVING. ROO SYSS�R LONG @ HORIZONTAL w n oo Ly z®�®°ern U_ X.. z CHORD. LONG @TRUSS 00 dq Q •s®®®•• 10 0 �O ROOF BLOCKING LOCATION- z w — LOCATION FOR CLIP ATTACHMENT, @ 48" U ° UNil O .WOOD/MASONRY FOR CLIP w F- 8 O.C. ATTACH TO WALL c~n°� o � z � WALL OR TRUSS, ATTACHMENT. ATTACH c`n � SINGLE TOP PLATE W / O W HOLD TOP OF SEE PLAN TO WALL SINGLE TOP ti Uj 0UirnE E U o6�cnN� MIN. (4) 8d NAILS. < w co Zao_jL-Lj NON -LOAD BEARING _ PLATE W /MIN. (4) 8d J U5 0 cc ZQ0O'S2w o w I-- nIzwz E RO WALL DOWN 1-2' o 1.—W NAILS. w WH- o Un 0 O BELOW BOTTOM OF M �° SINGLE 2x TOP PLATE � z TRUSS BOTTOM SINGLE 2x TOP PLATE CHORD. fiFi�NON-BEARING WALL (PARALLEL TRUSS) D0,2 LEDGER @LOW ROOF 1-011 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, w yr —T lw we &_ . STUD U.N.O. SEE BEARING WOOD WALL SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET FOR MORE NOTE: REQUIRED NUMBER OF KING STUDS PER THE HEADER SUPPORT SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET. QUANTITY OF KING STUDS SHOWN ON FRAMING PLANS SHALL SUPERSEDE THE QUANTITY AS SHOWN ON STANDARD DETAILS (2) ROWS 12d NAILS STAGGERED @ 12" O.C. EA. FACE OR (3) ROWS 12d NAILS STAGGERED @ 12" O.C. FOR 2X10 OR GREATER HEADER LSTA30 HEADER TO STUDS U.N.O. DOWNFRAME TO DOOR SIM TO WF01/SD3 2X STUDS TYP. ATTACH JAMB STUDS PER WF08/SD3 BASEPLATE TO BE ATTACHED TO FTG USING 1/2" 0 J -BOLTS OR EPDXY ANCHOR @ 6" FROM EA. END OF BASE PLATE & WALL OPENINGS & 32" O.C. W/ 7" MIN EMBED. & 2 WASHER. AT SLAB STEP DOWNS, EMBED. MUST BE 7" BELOW STEP P.T BASE PLATE NOTE: JACK STUDS SHALL BE INDICATED ON FRAMING PLANS BY THE DIAMOND DESIGNATION AND SHALL BE THE BEARING SUPPORT MEMBERS FOR HEADERS. IF NO JACK STUD DESIGNATIONS ARE SHOWN, REFER TO THE HEADER SUPPORT SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET. 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. TOP AND BOTTOM IF HEADER IS NOT FLUSH AGAINST TOP PLATE * WHEN STUD LENGTH IS < 12" USE LSTA30 STRAPS AT EA, STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EA. SIDE W/ (11) 10d NAILS SP4 TOP OF CRIPPLE AT STRAP LOCATION (2) ROWS 12d NAILS STAGGERED @ 12" O.C. EA. FACE OR (3) ROWS 12d NAILS STAGGERED @ 12" O.C. FOR 2X10 OR GREATER HEADER SEE HEADER SCHEDULE FOR HEADER CONNECTION INFORMATION LSTA30 HEADER TO STUDS U.N.O. FILLING AND BLKING AS REQ'D W/ (2) ROWS OF 12d @ 16" O.C. TO HEADER UNO W cn � aZ CV m I o I - nn - `---- 2X STUDS TYP. o Q d ATTACH JAMB STUDS p CA > L p PER WF08/SD3 W W n F E_ z BASE PLATE TO BE 0 W W 11 ATTACHED TO FTG w = 0 � w 0 USING 1/2" J -BOLTS OR I=- Z DOOR EPDXY ANCHOR @ 6" W FROM EA. END OF BASE H Q W OPENING PLATE &WALL cry _ Z _ � 7" MIN EMBED PER BRG U co 0 _ 0 O W � cli C) SLAB STEP DOWNS, Z o F - w Q C.... MIN. BELOW STEP (D 0 d CV ' •'� z �- BLDG DESIGN: --- P.T BASE PLATE o � O � W - DRAFTING: NOTE: CONTRACTOR TO NAIL -DESIGN: --- o U I=- U -STRUCT: MR/MB ------- --- _ _.... .... .. ........_..... _-- QC CHECK CC PER HEADER SCHED. THEN STUD U.N.O. SEE ATTACH ADDIT'L KINGS AS w (/) BEARING WALL W JOB No PSQ 2180132 SCHEDULE ON NOTES & _j _ ._. .._........:......_... z CD W Q SCALE: AS INDICATED SHEET FOR MORE INFO. z ......... ...... ... _ W a DATE: 02/20/18 FO TYPICAL HEADER DETAIL O U W W 1/2"=1'-0" z u7 SD2 0 m 0 O w F-- 0 z t O z a w O J J c� a����®w�irayy�errr��reefr®�®s w n oo Ly z®�®°ern U_ X.. z M C3®z _ o •° J 00 dq Q •s®®®•• 10 0 © LL z O_ U ° UNil O IL w F- 8 c~n°� o � z � c`n � Z M O W W 0 0 ti Uj 0UirnE E U o6�cnN� W < w co Zao_jL-Lj _ HU1QQ-mW� c J U5 0 cc ZQ0O'S2w o w I-- nIzwz E RO o 1.—W O`�QW<a Q�LL w WH- o Un 0 O W M �° Q � z W cn � aZ CV m I o I - nn - `---- 2X STUDS TYP. o Q ATTACH JAMB STUDS p CA > L p PER WF08/SD3 W W n F BASE PLATE TO BE 0 W W 11 ATTACHED TO FTG w = 0 � USING 1/2" J -BOLTS OR I=- Z DOOR EPDXY ANCHOR @ 6" FROM EA. END OF BASE H Q W OPENING PLATE &WALL cry _ OPENINGS & 32" O.C. W/ _ � 7" MIN EMBED PER BRG U co 0 _ WALL SCHEDULE. AT O W � cli C) SLAB STEP DOWNS, Z EMBED. MUST BE 7" w Q C.... MIN. BELOW STEP (D 0 d CV ' •'� BLDG DESIGN: --- P.T BASE PLATE o � STRUCTURAL ENG: MCD W - DRAFTING: NOTE: CONTRACTOR TO NAIL -DESIGN: --- 1st KING STUD INTO HEADER SP4 @ BASE OF EA. I=- U -STRUCT: MR/MB ------- --- _ _.... .... .. ........_..... _-- QC CHECK CC PER HEADER SCHED. THEN STUD U.N.O. SEE ATTACH ADDIT'L KINGS AS REQ'D. BEARING WALL W JOB No PSQ 2180132 SCHEDULE ON NOTES & _j _ ._. .._........:......_... CONNECTOR LEGEND SCALE: AS INDICATED SHEET FOR MORE INFO. z ......... ...... ... _ W DATE: 02/20/18 FO TYPICAL HEADER DETAIL W 1/2"=1'-0" u7 SD2 I- ritten consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LCC is strictly prohibited. !I I 1 IL I'll I. I, .LL I A /-Xl+ DLULA\o, (t-) I NAILS @ EA. END. z PRECAST LINTEL PER BLOCK ADJ. BAYS @ PLAN EA.DIAG. AS SHOWN. SHEATHING PER PLAN FASTEN ROOF 1'-0" MAX PLYWOOD CANT. O.H. MASONRY WALL SHEATHING TO SEE ELEV. FOR SEE PLAN BLOCKS w/8d NAILS @ 6" O.C. O.H. SIZE 2x8 W/ (2) 16d TOE WHERE O.H. IS > 1'-0", NAILS EA. END DROP END GABLE w/ OUTLOOKERS @ 24" 2x SPF CONT. O.C. TO RUN BACK TO BLOCKING ATTACH TO 1ST COMMON TRUSS 7/16" OSB W/ (2) 8d WITH (3) 12d TOENAILS. NAILS CONNECT TO DROP GABLE WITH H2.5 CLIP. 7/16" OSB EA. SIDE, W/ 0 MAX 7-0" O.H. 6d NAILS @ 16" O.C. TO X SIDE & TOP NAILER CONT. 2x4 W (5)16d NAILS BRACE 2x4'S @ 24" O.C. 2x BUCK PER DETAIL TO BLOCKING GABLE END MD04/SD1 T PROVIDE 2x4 BRACE — -------------- SHEATHING FASTEN TO EA. ADJ. DIAG. W PER PLAN FASTEN TO DIAG.w/(2) SPLICE AS REQ'D 16d NAILS 1 NOTE: CUT BACK 2x8 LINTEL (SEE PLAN) P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING 7/16" O.S.B. EA. SIDI AROUND CURVE. MIN. 2 TAPCON ANCHORS SIMPSON H10A DIAG.FO ARCH WINDOW FRAMING DETAILS 4 2x BLK'G. TO O.S.B. j9kARCH PER ELEV (2) - 8d EACH END END VIEW w/ CMU HEADER (SEE PLAll 7/16" O.S.B. EA. S I D I j9kARCH PER ELEV 2x Bll TO O.S.B. (2) - 8d EACH END END VIEW w/ WOOD TO BLOCKING 3/4"=11-0.. NOTES: PROVIDE 2x BLOCKING 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN GABLE BRACING @ 48" FOR NAILING 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION 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) HORIZONTAL (+/- 10') AN TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 2 1/2" EDGE BRACE NOT REQUIRED 1" EDGE 1 1/2" EDGE 6' FROM EAVES. TRUSS PER PLAN SEE PLAN FOR 10d x 3" COMMON SUPPORT AND TIE TRUSSES p X 21/2" DOWN OF JACK �11 � z QMC TYPICAL UCAr*%CD :RAMING DETAILS FOR kDDITONAL NFORMATION HEADER CAN BE EITHER UPSET OR )OWNSET) !x W/ (2) 16d TOE NAILS :ACM END 3) 16d COMMON JAILS (TYP.) !x4 SPF CONT, 3LOCKING ATTACH TO 716" OSB W/ (2) 8d JAILS 716" OSB EACH SIDE, fV1 6d NAILS @ 16" O.C. '0 SIDE & TOP NAILER 61 EDGE DISTANCE PER DETAIL H !x BUCKS, 10d x 3" PS I I`KVVIl bLUUMIAU Z L_j 4 1/-t I I . N z O .1 1 1/2" z V_ BETWEEN TRUSS BAYS LU 5 'o N @ 48" O.C. FOR FIRST 3 C,4 CN 9 BAYS SEE GABLE WALL PER PLAN e-401 10 LU CONNECTION DETAIL 00 00 (FRAME WALL SHOWN; 1 Od x 3" COMMON 00 Ill co 0- CL FOR Ill I -_ MAY ALSO BE 46 00 CONNECTIONS MASONRY) 10d x 3" COMMON OPP. X A-% l 04 CD 0(D , — . SIDE z z W 0 z z U, 0 1 Od x 3" OPP. SIDE ®2 ***NOTE: GABLES SPANNING LESS THAN 8 D NOT REQUIRE BRACING*** 0 tz 0:z -M 0 U) U3 11� 0% z r<, z 0 U) LU Uj 00, 00 %j X 600 z rGE_0� GABLE END @ FLAT CEILING W/ BOSTON HIP N 2� 01 < 00600 10 0 1-011 10d x 3" COMMON 0 m _j 3/4"=1 OPP. SIDE DISTANCE PER ILL ILL I— DETAIL 0 V U) z (2) 2x4's (2) 24's (2) W's INSIDE PLY NAILS NAILED AT 8" O/C 0 0 (2) 2x COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's > 0 fiFO k TYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN 2x6 COLLAR TIE HALF WAY 11j -011 UP HEIGHT OF VALLEY. 11j z FASTEN w/ (5) 10d COMMON I C0 I 01 f D U NAILS @ EACH END (TYR) z0 2x6 RAFTER TO 2x8 RIDGE BOARD W/ A35 ON ONE SIDEz Ce) OF RAFTER. ATTACH A35 ON UL 9 Of ADJ RAFTER TO OPP SIDE 0 U) LIJ O LU (AS SHOWN) 0 0_j w E _1 O� 8 06 0 U) I C14 v7 FASTEN SYR OR SPF 2X6 (MIN, j Uj Z l Z > 00 < < 0 _j -uj (0 0 WIDTH) PLATE THRU O.S.131-- 5 P: iz- = _� 0 8 SHEATHING (THICKNESS PER j 0 Du) ol M PLAN) TO PRE -ENG TRUSS LLJ W U) _j < 0 3: 2 w 0 BELOW W/ 1/4"x4-1/2" 2X8 RIDGE BOARD w znmzwz E SIMPSON SDS SCREWS 2X6 U z z l Lu �e 0 z < :) w < a: PLATE TO TOP CHORD OF FASTEN CONV. 2x VALLEY RAFTER < w cc < _j a - EACH TRUSS BELOW 2x6's @24" FRAMING (OR PRE -ENG VALLEY TRUSSES) 0 l-_ (D LL w LLJ z � 0 O.C. MAX. TO 2x PLATE WITH SIMPSON MTS12 OR 0 LLJ co LSTA12 CONNECTORS ((5) 8d NAILS) @ EA. 00U_ 0 0 < CFFIELD FRAMED VALLEY DETAIL RAFTER TO PLATE CONN. z 2x STUDS @ 16" O.C. FOR KNEE WALL 0 1/2"=11-011 w U) F LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT 0 Z C-4 CL BUILDER NOTE: <8> ROOF SHEATHING FOR STRAP 0 SOFFIT FRAMING NOT — 0 OCONT. ROOF SHEATHING NAIL PER PLAN F z REQUIRED, WITH ALUMINUM 25 < OR VINYL SOFFITS D < > U 0 OV 01", 9C ROOF SHEATHING, PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END 0 '5'�q ROOF SHEATHING, .44 ��4 FASTEN PER PLAN TO TOP CHORDS OF TRUSSES BELOW WHEN Uj LU '0 "jp U BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS FASTEN PER PLAN <8> 02)� R& D 'S. BELOW AND CONNECT w/ HTS20 @ 32" O.C. 0 w �Os� 0 OA' �90 O/Y w 2X4 FRAMING @24" 0 W" PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW Lu O.C. MAX. z 2x4 FRAMING @ 24" H A w LL O.C. MAX. PROVIDE (4) 10d x 3"J O 2X SCAB W/ 10d NAILS " NAILS AT JOINT 2x PLATES OVER ROOF DECK PER VALLEY CO 1,r FRAMING DETAIL z: Cy @ 4" PROVIDE (4)10d x3 O.C. PER -ENG TRUSSES NAILS AT JOINT B H A 0(n K 2x SCAB w/ 10d NAILS ODOUBLE TOP PLATE 0 W1.0 Ill a PER PLAN �A @ 4" O.C. ) mom 00 Z 0 TRUSS CONNECTION PER -ENG TRUSSES 2x FASCIA C SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR B w C5 z PER PLAN 2x FASCIA PER PLAN <8> RAFTER CL CL C4 (2) 8d TOE NAILS TO (2) 8d TOENAILS oBLDG --- CMU WALL PER PLAN TRUSS CONNECTION E COMMON TRUSS PER PLAN OR CONV. FRAMING w/ C LEDGER PER PLAN TO LEDGER STRUCTURAL SHEATHING PER PLAN AND ROOF 0 STRUCTURAL ENG: MCD 2x4 PT LEDGER W/ 2x4 LEDGER W/ (2) 16d <�> LU DRAFTING: 1/4" X4" TAPCONS @ 12" 2)K FRAME WALL PER NAILS @ 16" O.C. G FINISH PER ARCHITECTURAL PLANS E w -DESIGN: --- D O.C. PLAN CURVED ROOF TRUSSES PER PLAN OR CURVED -STRUCT: MR/MB SEE ELEV. FOR SEE ELEV. FOR RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING O.H. SIZE O.H. SIZE NAILED @ 6" O.C. STAGGERED G QC CHECK: cc co JOB No. PSQ-2180132 CONDITION @ CMU WALL CONDITION a FRAME WALL NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D SCALE: (61F01 DORMER FRAMING DETAIL AS INDICATED TE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 1/2"=11_01f NO z TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. w DATE: 02/20/18 fiFlsTYPICAL SCAB OVERHANG w w 3/411=1f_011 U) a: —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 ofthe se documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LCC is strictly prohibited. z 0 0 U) W W 1 7 ol I I`KVVIl bLUUMIAU Z L_j 4 1/-t I I . N z O .1 1 1/2" z V_ BETWEEN TRUSS BAYS LU 5 'o N @ 48" O.C. FOR FIRST 3 C,4 CN 9 BAYS SEE GABLE WALL PER PLAN e-401 10 LU CONNECTION DETAIL 00 00 (FRAME WALL SHOWN; 1 Od x 3" COMMON 00 Ill co 0- CL FOR Ill I -_ MAY ALSO BE 46 00 CONNECTIONS MASONRY) 10d x 3" COMMON OPP. X A-% l 04 CD 0(D , — . SIDE z z W 0 z z U, 0 1 Od x 3" OPP. SIDE ®2 ***NOTE: GABLES SPANNING LESS THAN 8 D NOT REQUIRE BRACING*** 0 tz 0:z -M 0 U) U3 11� 0% z r<, z 0 U) LU Uj 00, 00 %j X 600 z rGE_0� GABLE END @ FLAT CEILING W/ BOSTON HIP N 2� 01 < 00600 10 0 1-011 10d x 3" COMMON 0 m _j 3/4"=1 OPP. SIDE DISTANCE PER ILL ILL I— DETAIL 0 V U) z (2) 2x4's (2) 24's (2) W's INSIDE PLY NAILS NAILED AT 8" O/C 0 0 (2) 2x COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's > 0 fiFO k TYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN 2x6 COLLAR TIE HALF WAY 11j -011 UP HEIGHT OF VALLEY. 11j z FASTEN w/ (5) 10d COMMON I C0 I 01 f D U NAILS @ EACH END (TYR) z0 2x6 RAFTER TO 2x8 RIDGE BOARD W/ A35 ON ONE SIDEz Ce) OF RAFTER. ATTACH A35 ON UL 9 Of ADJ RAFTER TO OPP SIDE 0 U) LIJ O LU (AS SHOWN) 0 0_j w E _1 O� 8 06 0 U) I C14 v7 FASTEN SYR OR SPF 2X6 (MIN, j Uj Z l Z > 00 < < 0 _j -uj (0 0 WIDTH) PLATE THRU O.S.131-- 5 P: iz- = _� 0 8 SHEATHING (THICKNESS PER j 0 Du) ol M PLAN) TO PRE -ENG TRUSS LLJ W U) _j < 0 3: 2 w 0 BELOW W/ 1/4"x4-1/2" 2X8 RIDGE BOARD w znmzwz E SIMPSON SDS SCREWS 2X6 U z z l Lu �e 0 z < :) w < a: PLATE TO TOP CHORD OF FASTEN CONV. 2x VALLEY RAFTER < w cc < _j a - EACH TRUSS BELOW 2x6's @24" FRAMING (OR PRE -ENG VALLEY TRUSSES) 0 l-_ (D LL w LLJ z � 0 O.C. MAX. TO 2x PLATE WITH SIMPSON MTS12 OR 0 LLJ co LSTA12 CONNECTORS ((5) 8d NAILS) @ EA. 00U_ 0 0 < CFFIELD FRAMED VALLEY DETAIL RAFTER TO PLATE CONN. z 2x STUDS @ 16" O.C. FOR KNEE WALL 0 1/2"=11-011 w U) F LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT 0 Z C-4 CL BUILDER NOTE: <8> ROOF SHEATHING FOR STRAP 0 SOFFIT FRAMING NOT — 0 OCONT. ROOF SHEATHING NAIL PER PLAN F z REQUIRED, WITH ALUMINUM 25 < OR VINYL SOFFITS D < > U 0 OV 01", 9C ROOF SHEATHING, PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END 0 '5'�q ROOF SHEATHING, .44 ��4 FASTEN PER PLAN TO TOP CHORDS OF TRUSSES BELOW WHEN Uj LU '0 "jp U BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS FASTEN PER PLAN <8> 02)� R& D 'S. BELOW AND CONNECT w/ HTS20 @ 32" O.C. 0 w �Os� 0 OA' �90 O/Y w 2X4 FRAMING @24" 0 W" PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW Lu O.C. MAX. z 2x4 FRAMING @ 24" H A w LL O.C. MAX. PROVIDE (4) 10d x 3"J O 2X SCAB W/ 10d NAILS " NAILS AT JOINT 2x PLATES OVER ROOF DECK PER VALLEY CO 1,r FRAMING DETAIL z: Cy @ 4" PROVIDE (4)10d x3 O.C. PER -ENG TRUSSES NAILS AT JOINT B H A 0(n K 2x SCAB w/ 10d NAILS ODOUBLE TOP PLATE 0 W1.0 Ill a PER PLAN �A @ 4" O.C. ) mom 00 Z 0 TRUSS CONNECTION PER -ENG TRUSSES 2x FASCIA C SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR B w C5 z PER PLAN 2x FASCIA PER PLAN <8> RAFTER CL CL C4 (2) 8d TOE NAILS TO (2) 8d TOENAILS oBLDG --- CMU WALL PER PLAN TRUSS CONNECTION E COMMON TRUSS PER PLAN OR CONV. FRAMING w/ C LEDGER PER PLAN TO LEDGER STRUCTURAL SHEATHING PER PLAN AND ROOF 0 STRUCTURAL ENG: MCD 2x4 PT LEDGER W/ 2x4 LEDGER W/ (2) 16d <�> LU DRAFTING: 1/4" X4" TAPCONS @ 12" 2)K FRAME WALL PER NAILS @ 16" O.C. G FINISH PER ARCHITECTURAL PLANS E w -DESIGN: --- D O.C. PLAN CURVED ROOF TRUSSES PER PLAN OR CURVED -STRUCT: MR/MB SEE ELEV. FOR SEE ELEV. FOR RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING O.H. SIZE O.H. SIZE NAILED @ 6" O.C. STAGGERED G QC CHECK: cc co JOB No. PSQ-2180132 CONDITION @ CMU WALL CONDITION a FRAME WALL NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D SCALE: (61F01 DORMER FRAMING DETAIL AS INDICATED TE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 1/2"=11_01f NO z TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. w DATE: 02/20/18 fiFlsTYPICAL SCAB OVERHANG w w 3/411=1f_011 U) a: —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 ofthe se documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LCC is strictly prohibited. 2x4 #2 SYP P.T. TRUSS PER PLAN BLOCKING @ 24" O.C. NAIL SHEATHING AT FRAME WALL BOTTOM PLATE & D LL OJ W/ (2) 12d END NAILS Ui a 1 SHEATHING INSTALLED VERTICALLY III I I I I I I AT FLOOR SYSTEM (I -JOIST OR SYSTEM42 / FLAT TRUSS PER PLAN @ EACH END o o a o o a z D= NAIL SPACING DTC CLIP, (2) 8d NAILS 2 OR HORIZONTALLY III I I I I I INFO INTO BLOCKING, (2) TRUSS PER PLAN N o 0 0 T o 0 o 0 0” IT TI 0 w �' 3/16" x 2 3/4" TAPCONS p IIIT 7I_ — -11 _ IN CMU. OR SIMPSON O 00 Z 3" O.C. SEE WS10 AND WS11 FOR ADDITIONAL INFO. r- - META16 @ 24" O.C. tj — DTC CLIP, (2) 8d NAILS • LAY 2x4 BLOCKING @ INTO BLOCKING, (2) Q' } ' 24" O.C. OVER THE MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL PER PLAN TOPOF THEBOTTOM LINTEL SEE PLAN +" *p' IN CMU. OR SIMPSON .� CH2) META16 cn 10d NAILS @ EACH 1i __1J -_H —_IL_ BLDG DESIGN: -- TRUSS @ 24" O.C. STD CONDITION @ CMU BEARING CONDITION @ CMU WALL SIMPSON DTC, (2) 8d2x4 BLOCKING (2) 12d TO HAVE NAILS INTO BLOCKING, NAILS, TOENAILED @ NAILS @ 3" O.C. TRUSS PER PLAN (4) 8d NAILS TO TOP EACH END.AT 24" O.C. ROOF SHEATHING PRE-ENGINEERED PLATE 5 PER PLAN TRUSS PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS U3 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS PLATE PER PLAN � M INTO BLOCKING, (4) 8d N STRENGTH ORIENTATION MAX.;z NAILS INTO TOP PLATE JOB No. PSQ-2180132 (2) 16d TOE NAILS O C= z = "W @ 3" O.C. IN HORIZONTAL CONDITIONS DOUBLE NAIL EDGE SPACING D01 TYPICAL SHED ROOF DETAIL BRACE TO LEDGER —j III I I I I -- ---- -- q- � O 2x4 SYP #2 BLOCKING, 11 NAIL INT. W/ 8d NAILS @ 12 O.C. &NAIL EDGES 6 O.C. W o SHEATHING SDS SCREWS@ 16 MAX.; J @ 24" O.C. W/ (2) 12d 2x4 LEDGER W/ (2) 10d © O W DOUBLE TOP PLATE U.N.O. ON PLANS. STAGGER ALL VERT. PANEL JOINTS W END NAILS @ EACH NAILS @ EACH WEB W III III OPENING III I I I I I I III I I I I I SPLICE, SEE SPLICE DETAIL. MAX 1/8" SPACE BETWEEN END. W W O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d NAILS @ 3 O.C. (2) ROWS @ TOP & SHEATHING PER PLAN - v M 3/8" S S W S= NAIL SPACING PER NOTE #1 (2) ROWS OF 8d NAILS WHEN CLOSURE WALL III I 4 I I 12 4 (MIN.) TAPCONS AT 12" O.C. W w F! @ 3" O.C. TOP & BOT. EXTERIOR SHEATHING. M NAILS EACH END WALL SHEATHING PER IS 3FT OR TALLER - 2x a � p ATTACH PER PLAN PLAN SYP#2 BOTTOM ci FROM TOP OF WALL BLOCKING REQ'D @ W TO BOTTOM O 2x WALL, SEE PLAN 24" O.C. MIN (2) TRUSS BAYS W/ (3) 12d U W 2x8 #2 SPF STUDS AT TOENAILS EACH END. 16" O.C. STD CONDITION @ FRAME WALL ATTACH 2x4 LEDGER W/ (3) 12d NAILS @ 2x8 #2 SYP PT. BASE EACH STUD 0 PLATE W/ 1/2" x 8" (4)10d NAILS @ EA. ANCHOR BOLT OR BLOCKING TO MASONRY WALL OR TITEN HD @ 32" O.C. & 6" FROM EACH END PLATE LINTEL SEE PLAN TRUSS PER PLAN VAULTED CONDITION @ CMU TRUSS PER PLAN (2)10d NAILS TO m BOTTOM CHORD @EACH END OF BLOCKING 2x4 SYP #2 FLAT (2)10d NAILS TO BLOCKING, @ 24" O.C. BOTTOM CHORD W/ (2) 12d END NAILS @EACH END OF J LL @ EACH END. BLOCKING W WALL SHEATHING PER 2 PLAN F- 2x WALL, SEE PLAN ALTERNATE BLOCKING @ FRAME CONDITION LLO fi FO NON-BEARING WALL CLIP DETAIL 3/4"=1'-0" SEE TRUSS PLAN FOR MORE INFO & CONNECTION 2x12 BOX,HDR w/ 2x8's TOP & BOT., 2x8 TO 2x12 w/ 10d X 3" NAILS @ 6" O.C. 2x12 AT WALL TO PRECAST LINTEL w/ (2)ROWS OF 1/4" x 4" TAPCONS @ 16" O.C. MAX. i STAGGERED i 1 TRANSOM BETWEEN LINTELS LINTEL PER PLAN SLOPE AS READ 2x6 #2 SYP P.T. CONT. w/ (2) 1/4" x 3 1/2" TAPCONS @ 12" O.C. SPACED EVENLY VERTICALLY 2x8 w/ (2) 1 Qd NAILS @ POCKET SGD 3" O.C. TO EA. 2x6 ATTACHMENT BY VERTICAL BUILDER 'S01 HEADER @ POCKET SLIDER W/ TRANSOM —COPYRIGHT MCD 2015: The information contained in thisdocuml SEE TRUSS PL MORE INFO & CONNECTION 2x4 #2 SYP P.T, TRUSS w/ (4) 1, INTO TRUSS & TOENAILS INTC TRUSS LINTEL PER PL 2x4 #2 SPF BLOCKING @ 24" O.C, w/ (2) 16d END NAILS EACH END 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER 2x8 w/ (2) 1 O NAILS @ EACH VERTICAL TRANSOM BETWEEN LINTELS SLOPE AS REQ'D 2x6 #2 SYP P.T. CONT. w/ (2) 1/4" x 3 1/2" TAPCONS @ 12" O.C. SPACED EVENLY VERTICALLY 2x6 �--- 2x8 w/ (2) 10d NAILS @ POCKET SGD EACH VERTICAL ATTACHMENT BY BUILDER S02 HEADER @ POCKET SLIDER W/ TRANSOM -Int is, copyrighted and is the exclusive property of MONTA CONSULTING & NOTE: PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.C. DOUBLE 2x4 TOP NAIL FIELD INSTALLED PLATE LENGTHS MUST PENETRATION OF WITHIN 48" OF SPLICE PLATE TOP PLATE TO FRAME BE AT LEAST 8'-0" MORE THAN 50% OF THEN (2) ROWS 10d NAILS PROVIDE 2x4 ON TOP WALL OR PRE - LONG. TYP. TOP PLATE WIDTH @ 8" O.C. OTHERWISE OF 2x8 TO PAD OUT ASSEMBLED WALL INSTALL SIMPSON TOP PLATE. ATTACH PANEL W/ (2) 10d NAILS PSPN516Z W/ (12) 16d W/ (2) 10d NAILS 3" O.C. @ 8" O.C. (FOLLOW • NAILS TYP. TOP &BOT. (SOLID BLOCK W/ 2x6) NAILING ATTACH 2x4 STUDS TO REQUIREMENTS THIS + + DETAIL FOR ALL TOP • �_____._. — (2) 10d NAILS @ 3" O.C. TOP PLATE W/ (3) 12d ---� SPLICE PLATE SPLICE WITHIN 48" OF S . + TOE -NAILS TYPICAL AT LOCATIONS) THEN (2) ROWS LI ALL LOCATION NAILS @ 8" O.C. OTHERWISE 2X4 WALL BEYOND AGAINST 2x8 STUDS • Q8„M/ ATTACHED PER • N (WF08/SD3) LAY,. OVERLAP TOP PLATE AT CORNER TOP SPLICE @ � DOUBLE 2X4 TOP ATTACH 2x8 STUDS TO NAIL BOTTOM PLATE PLATE TO EACH PLY OF BUILT TOP PLATE W/ (4) 12d , ATTACH 2x4 STUDS TO TOE -NAILS TYPICAL Y UP COLUMN BELOW W/ TOP PLATE W/ (3) 12d AT ALL LOCATION (2) 10d NAILS TOE -NAILS TYPICAL AT ALL LOCATION BOTTOM SPLICE OVER STUD TYPICAL TOP PLATE SPLICE @ BRG. WALL 3/4"=1'-0'i TOP SPLICE DOUBLE 2x8 TOP TOP PLATE CORNER TRANSITION PLATE TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) J 4 MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL (D NAIL SHEATHING AT FRAME WALL BOTTOM PLATE & D LL OJ 2x DBL TOP PLATE Ui a 1 SHEATHING INSTALLED VERTICALLY III I I I I I I AT FLOOR SYSTEM (I -JOIST OR SYSTEM42 / FLAT (4) 10d NAILS FOR o o a o o a z D= NAIL SPACING BEYOND 2 OR HORIZONTALLY III I I I I I INFO TRUSS TOP & BOTTOM USING 1 ROW OF 8d NAILS ) O @ d- c i N o 0 0 T o 0 o 0 0” IT TI 0 w �' PER NOTE #2 p IIIT 7I_ — -11 _ �'- z O 00 Z 3" O.C. SEE WS10 AND WS11 FOR ADDITIONAL INFO. r- - I D I I Q O SHEATHING PER PLAN I I I I I (III I I I I I I _ _ rSHEATHING W Q NAIL AT DOUBLE TOP PLATE USING (2) ROWS OF 8d z cn 1i __1J -_H —_IL_ BLDG DESIGN: -- _, JM O 1-0 Q COMMUNITY SPECSSTRUCTURAL WALL SPLICE, FIELD TO HAVE w z Q TO STUDS w/ (2) 1/4" X NAILS @ 3" O.C. WALL DOUBLE TOP I D/2 _j� �� PRE-ENGINEERED 4Y2' SIMPS. SDS 5 I I I I I I VERIFY IF REQUIRED �- a== w z U3 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS PLATE PER PLAN � M O N STRENGTH ORIENTATION MAX.;z z JOB No. PSQ-2180132 FLOOR SYSTEM O C= z = "W @ 3" O.C. IN HORIZONTAL CONDITIONS DOUBLE NAIL EDGE SPACING D01 TYPICAL SHED ROOF DETAIL III —j III I I I I -- ---- -- q- � O ® 11 NAIL INT. W/ 8d NAILS @ 12 O.C. &NAIL EDGES 6 O.C. W o SHEATHING SDS SCREWS@ 16 MAX.; J WALL SHEATHING © O W 2x BOTTOM PLATE U.N.O. ON PLANS. STAGGER ALL VERT. PANEL JOINTS W JOINT, MAX. 1/8" GAP W III III OPENING III I I I I I I III I I I I I SPLICE, SEE SPLICE DETAIL. MAX 1/8" SPACE BETWEEN w W W O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d NAILS @ 3 O.C. (2) ROWS @ TOP & SHEATHING PER PLAN - v M 3/8" S S W S= NAIL SPACING PER NOTE #1 (2) ROWS OF 8d NAILS III III I 4 I I 12 4 (MIN.) TAPCONS AT 12" O.C. W w F! @ 3" O.C. TOP & BOT. BOTTOM M NAILS EACH END OF SHEATHING SPLICE J 4 AROUND III I I I I I I 2x STUDS BEYOND, LL OJ SHEATHING PER PLAN Ui a (I OPENING III I I I I I I F- z (4) 10d NAILS FOR W LL z PROVIDE PIECE OF Q III CONY. FRAMED III I I I I I INFO � z i O w D W 0 w �' SHEATHING BETWEEN p IIIT 7I_ — -11 _ III I I I I I I O 00 Z w= 02 O LU _ EXTERIOR WALL Q O LII I I I I I (III I I I I I I (n ¢ W rSHEATHING w/ (2) 1/4 X 3/ SIMPS. 3'-0" MAX Z z 1i __1J -_H —_IL_ BLDG DESIGN: -- _, JM O 1-0 Q COMMUNITY SPECSSTRUCTURAL 2x6 SYP #2 LEDGER. o w TO HAVE p TO STUDS w/ (2) 1/4" X ---_ _--__--_ — DRAFTING ..: _j� �� PRE-ENGINEERED 4Y2' SIMPS. SDS CL SAME THICKNESS& N �- U -STRUCT. MR/MB SCREWS @ 16" O.C. LL O � M O N STRENGTH ORIENTATION MAX.;z z JOB No. PSQ-2180132 FLOOR SYSTEM O SHINGLE ONLY "W TO GABLE END STUDS D01 TYPICAL SHED ROOF DETAIL AS EXTERIOR WALL —j SCALE: AS INDICATED --------------._ -- ---- -- U- W o SHEATHING SDS SCREWS@ 16 MAX.; J W W © V 2x BOTTOM PLATE STUD PER PLAN W JOINT, MAX. 1/8" GAP W OPENING SIZE 1 BEYOND SEE PLAN TO MASONRY w/ 2x6 w � u 11 SHEATHING DIAGRAM 2x6 BLOCKING PLACED W F - (2) ROWS OF 8d NAILS FLATWISE W/ (2) 16d 12 4 (MIN.) TAPCONS AT 12" O.C. W @ 3" O.C. TOP & BOT. F1 EXTERIOR SHEATHING SCHEDULE NAILS EACH END OF SHEATHING SPLICE a � p D O U W z 0 m 0 O J LL W 2 F- LLO O �� �� U) CL W O J Q w > CL �s�o®` l�I�� ®�f,V W iO �� �i O ®®p0•°0•®e® N Z°V s ®° .4 ,/ CC:rr� • o� LLs.�.ui OD " o O: ,,a .Y Z 92 .. '� oU z ®° f) 4° , Q Uj en III II II 1I II PANELS � - o — o - ; - a m III III TYP III I I I II = o SINGLE NAIL EDGE SPACING z EXTERIOR SHEATHING O 2x4 #2 SPF BLOCKING @ 24" O.C. W/ (2) 16d END NAILS EACH END SEE WALL CLIP DETAIL FOR MORE INFO LINTEL PER PL AROUND III I I I I I I 2x STUDS BEYOND, LL OJ SHEATHING PER PLAN Ui a (I OPENING III I I I I I I SEE PLAN FOR MORE (4) 10d NAILS FOR W LL z PROVIDE PIECE OF Q III CONY. FRAMED III I I I I I INFO � z i O LL O W 0 w �' SHEATHING BETWEEN p IIIT 7I_ — -11 _ III I I I I I I O 00 Z w= 02 O O.C. MAX.; _ EXTERIOR WALL Q O LII I I I I I (III I I I I I I (n ¢ W rSHEATHING w/ (2) 1/4 X 3/ SIMPS. 3'-0" MAX SHEATHING & BLOCKING. z 1i __1J -_H —_IL_ BLDG DESIGN: -- _, JM O 1-0 Q COMMUNITY SPECSSTRUCTURAL 2x6 SYP #2 LEDGER. o w TO HAVE TO STUDS w/ (2) 1/4" X ---_ _--__--_ — DRAFTING ..: _j� �� PRE-ENGINEERED 4Y2' SIMPS. SDS CL SAME THICKNESS& Z tV U -STRUCT. MR/MB SCREWS @ 16" O.C. LL O � M O N STRENGTH ORIENTATION MAX.;z co JOB No. PSQ-2180132 FLOOR SYSTEM O SHINGLE ONLY "W TO GABLE END STUDS D01 TYPICAL SHED ROOF DETAIL AS EXTERIOR WALL —j SCALE: AS INDICATED --------------._ -- ---- -- U- W o SHEATHING SDS SCREWS@ 16 MAX.; J W W CUT TO FIT 2x BOTTOM PLATE STUD PER PLAN W JOINT, MAX. 1/8" GAP W OPENING SIZE 1 BEYOND SEE PLAN TO MASONRY w/ 2x6 0 u 11 SHEATHING DIAGRAM 2x6 BLOCKING PLACED W F - (2) ROWS OF 8d NAILS FLATWISE W/ (2) 16d 12 4 (MIN.) TAPCONS AT 12" O.C. p @ 3" O.C. TOP & BOT. F1 EXTERIOR SHEATHING SCHEDULE NAILS EACH END OF SHEATHING SPLICE 2x4 #2 SPF BLOCKING @ 24" O.C. W/ (2) 16d END NAILS EACH END SEE WALL CLIP DETAIL FOR MORE INFO LINTEL PER PL SCALE: 3/4"=1'0" GYPSUM WALLBOARD SHEATHING SPLICE DETAILO O � Ur wz©Mr � W DU �0Q v 9 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER 2x8 w/ (2) 10d NAILS @ POCKET SGD r EACH VERTICAL ATTACHMENT BY BUILDER S03 HEADER @ POCKET SLIDER 1/2"=1'-0" )ESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of SEE TRUSS PLAN FOR MORE INFO & CONNECTION LIN I LL FLK NL 2x8 TO UNDER SIDE OF ROOF SHEATHING 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER (TOP AND BOTTOM CHORDS ALONG W/ WEBBING) �— 2x8 w/ (2) 10d NAILS @ POCKET SGD EACH VERTICAL ATTACHMENT BY BUILDER SO4 HEADER @ POCKET SLIDER 1/2"=11-011 these documents without the expressed, written consent of MONTA CONSUL EXTERIOR WALL/TRUSS U Q � O a ° SHEATHING PER PLAN Ui a � Ix (4) 10d NAILS FOR 0 U z �'..." o Q Z °�� — D CONY. FRAMED � �"--� Z M �' LL O W 0 w �' W U) Q p oJjCO, V a O 00 Z _X cn SCALE: 3/4"=1'0" GYPSUM WALLBOARD SHEATHING SPLICE DETAILO O � Ur wz©Mr � W DU �0Q v 9 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER 2x8 w/ (2) 10d NAILS @ POCKET SGD r EACH VERTICAL ATTACHMENT BY BUILDER S03 HEADER @ POCKET SLIDER 1/2"=1'-0" )ESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of SEE TRUSS PLAN FOR MORE INFO & CONNECTION LIN I LL FLK NL 2x8 TO UNDER SIDE OF ROOF SHEATHING 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER (TOP AND BOTTOM CHORDS ALONG W/ WEBBING) �— 2x8 w/ (2) 10d NAILS @ POCKET SGD EACH VERTICAL ATTACHMENT BY BUILDER SO4 HEADER @ POCKET SLIDER 1/2"=11-011 these documents without the expressed, written consent of MONTA CONSUL EXTERIOR WALL/TRUSS SIMPSON H3 CLIP Q Q � ----- SHEATHING PER PLAN vh- ©Izwz E OU¢=WQa (4) 10d NAILS FOR F- z �' TO STUDS OR BEAM w/ CONY. FRAMED � C~.) O = 0 W �' (2) 1/4" X 4'/i' SIMPS. MEMBERS ONLY Q2W0 z3: M W U) Q W V Q O 00 Z O.C. MAX.; _ z Q O 0O �- TO GABLE END STUDS (n CL4• N w/ (2) 1/4 X 3/ SIMPS. 3'-0" MAX z BLDG DESIGN: -- SDS SCREWS @ 1611FASCIA PER W Q COMMUNITY SPECSSTRUCTURAL 2x6 SYP #2 LEDGER. o w �— TO STUDS w/ (2) 1/4" X 0) _ w DRAFTING ..: to SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED 4Y2' SIMPS. SDS CL Z tV U -STRUCT. MR/MB SCREWS @ 16" O.C. O.C. O.C. MAX. O N SIMPSON H3 CLIP MAX.;z co JOB No. PSQ-2180132 h O SHINGLE ONLY TO GABLE END STUDS D01 TYPICAL SHED ROOF DETAIL —j SCALE: AS INDICATED --------------._ w/ (2) 1/4" X 3'/2' SIMPS. CO) > W o 1/2"=1'-0" SDS SCREWS@ 16 MAX.; J W W O.C. W W W TO MASONRY w/ 2x6 0 u PT SYP #2 LEDGER w/ W F - _ 0 12 4 (MIN.) TAPCONS AT 12" O.C. p z W z a SIMPSON H3 CLIP Q Q � ----- SHEATHING PER PLAN � 2x4 SYP #2 LEDGER. (4) 10d NAILS FOR F- (� TO STUDS OR BEAM w/ CONY. FRAMED � C~.) O = (2) 1/4" X 4'/i' SIMPS. MEMBERS ONLY O W U) Q SDS SCREWS @ 16" Q O 00 Z O.C. MAX.; z Q O TO GABLE END STUDS CL4• N w/ (2) 1/4 X 3/ SIMPS. 3'-0" MAX BLDG DESIGN: -- SDS SCREWS @ 1611FASCIA PER W O.C. MAX.; COMMUNITY SPECSSTRUCTURAL ENG: MCD TO MASONRY w/ 2x4 PT '2x4 SYP #2 OR _ w DRAFTING ..: SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED W -DESIGN: --- x 2 3/4" TAPCONS @12"ROOF TRUSSES @ 24" U -STRUCT. MR/MB O.C. O.C. MAX. n — _... .... QC CHECK CC SIMPSON H3 CLIP DESIGNED FOR co JOB No. PSQ-2180132 SHINGLE ONLY _._.... .........._.... D01 TYPICAL SHED ROOF DETAIL SCALE: AS INDICATED --------------._ DATE: 02/20/18 1/2"=1'-0" w W SD4z F - .TING & DESIGN, OF WMR & ASSOCIATES, LCC is strictly prohibited. SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED --- ROOF TRUSSES @ 24" O,C. TYPICAL TRUSS TO - FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES BEARING SEE PLAN SEE ARCHITECTURAL PLAN FOR OVERHANG INFO WINDOW AS SCHEDULED EXTERIOR FINISH PER - PLAN MID -SPAN BLOCKING - U.N.O. INSULATION PER PLAN - SEE DETAILS WS10, WS11 OR WS13 FOR ADDITIONAL INFORMATION THIS SHEET NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED Y SEE PLAN BOND BEAM LINTEL AS PER PLAN . 4 WD. HD. HT. SEE PLAN PRECAST SILL OR SILL PER WINDOW MANUFACTURER WRITTEN SPECIFICATIONS EXT FINISH PER PLAN VERT REINF. BEYOND . �. MASONRY WALL PER .a PLAN ,� f FIN. FLR. 1 o' -o" — T,l-,,.. GRADE. DBL. TOP PLATE HDR. PER PLAN MIN 2x4 SPF #2 STUDS @ 16" O.C. SEE PLAN FOR MORE INFO. INT. FINISH PER PLAN -- 2x BOTTOM PLATE W/ (2) 12d AT 12" O.C. — 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTION FLOOR SYSTEM DRAFT STOPPING AT 1000 SQ FT MAX: DRAFT STOPPING MATERIALS MIN THICKNESS SHALL BE 1/2" GYP BOARD OR 15/32" OR 7/16" OSB. ATTACH TO FLOOR TRUSS W/ 8d NAILS AT 16" O.C. TOP AND BOTTOM CHORDS CONC. SLAB - SEE FOUNDATION PLAN FOR MORE INFO SEE FOUNDATION DETAILS FOR FTG INFO TYPICAL TWO STORY SECTION SYSTEM 42 3/4"=1'-0" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE, CONTINUOUS FROM TOP OF TOP PLATE TO GIRDER TRUSS PER BOTTOM PLATE. PLAN BEARING WALL PER PLAN DOUBLE BOTTOM PLATE (2) H5 EA. FLOOR TRUSS TO DOUBLE BOTTOM PLATE, SLIT FLOOR DECKING TO SEE TRUSS LAYOUT ACCOMMODATE FOR HANGER STRAP 2x RIBBON OR BLOCKING W/ (4) 16d OR (3) 16d TOENAILS' TRUSS PER PLAN fis__, FLOOR TRUSS TO GIRDER CONNECTION 3/4"=1'-0" --COPYRIGHT MCD 2015: The information contained in this documi PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. TYPICAL TRUSS TO FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES REFER TO PLAN FOR BUILT-UP COLUMN INFO. PRE -ENG. FLOOR SYSTEM - IF NO FLOOR SYSTEM INSTALL KNEEWALL &PROVIDE SOLID BLOCKING UNDER COLUMN ABOVE BAND JOIST & BLKG OR LVL GIRDER MTSC40 POST ABV. TO POST BELOW U.N.O. PROVIDE SOLID BLOCKING WITHIN FLR. SYSTEM TO MATCH COL. DIMENSION REFER TO PLAN FOR BUILT-UP COLUMN INFO. BEARING WALL PER PLAN BEYOND COLUMNS MID -HEIGHT BLOCKING PER BEARING WALL SCHEDULE COLUMN BASE CONNECTION PER PLAN REFER TO FOUNDATION PLAN FOR FTG. INFORMATION TYPICAL TWO STORY COL. @ GIRDER 3/4"=1'-0" TE: iEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN JDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND TTOM AND ALONG EACH SIDE W/ (2) A34 CLIPS OF OPENING TO TRANSFE 'ERAL LOADS SIMPSON LSTA24 STRAP W/ (22) 1 Od NAILS. BEND STRAP OVER TOP PLATE MAX. 3", THEN RUN DOWN FACE OF JAMB STUDS/ HEADER EXTERIOR SHEATHING FROM TOP OF WALL TO BOT. (RIBBON/ BEAM)ATTACHED PER NAILING SCHEDULE. (2) 2x SILL AT WINDOW - W/ 2x CRIPPLE STUDS AT EA. END NAILED TO STUD PACK W/ 10d NAILS @ 8" O.C. THEN STUDS @ 16" O.C. ATTACH SILL W/ (2) 1 Od TOENAILS AT EA. END OF SILL (MAX OPEN'G SOLID SHEATHING @ HEADER SIMPSON SP4 W/ (6) 10d x1-1/2" @ 24" O.C. syFFr (USE SP6 @ 2x6 STUDS & SP8 @ 2x8 STUDS) (2) 2x SPF TOP PLATE U.N.O. ON PLAN HEADER SEE 2ND FLOOR PLAN FOR MIN. HEADER SIZE & REQ'D JAMB STUDS IF HEADER IS UPSET AND WINDOW IS LOWER: (1) 2x SILL PLATE W/ (2) 1 O TOENAILS. EXT. HEADER OPENINGS LESS THAN 4FT:(1) 2x SILL PLATE W/ (2) 1 Od TOENAILS. OPENING LARGER THAN 4FT: (2) PLT A E W/ A3 WIDTH 4'-0"). USE A35 SOLID SHEATHING @ W/(18) 16d x 22" NAILS HEADER NAILING SCHEDULE 2x SILL 5 CLIPS EACH SIDE W/ 2x CLIP AT EA. END FOR TO POST (U.N.O. ON HEFT (USE SP6 @ 2x6 STUDS SOLID BETWEEN CRIPPLES @ 16" O.C. OPENINGS GREATER FRAMING PLAN) & f" RIBBONS W/ SIMPSON U.N.O. ON PLAN ATEA. END NAILED TO W/ (2) 10d TOENAILS THAN 4' BUT LESS FLOOR PLAN FOR MIN. EMBEDMENT INTO TIE SEE FLOOR FRAMING T&B (PLYWOOD THAN 6' 2x BOTTOM PLATE W/ SHEATHING/ DRYWALL N EPDXY SHEATHING REQ'D SIMP. HTT4 CRIPPLES @ 16" O.C. NAILS @ 8" O.C. THEN PLAN T&B) W/ (1$) 10d x 22' NAILS BLOCKING BELOW SEE DETAIL WS11THIS SEPARATE SHEATHING TO POST (U.N.O. ON FLOOR TRUSS MASONRY WALL SEE PLAN FOR MORE INFO UNDER WINDOW FRAMING PLAN) & a" T&B (PLYWOOD ATTACH SILL W/ (2) 10d (2) SIMPSON LSTA18 ALL THREAD W/7" MIN. (2 SHEATHING REQ'D TOENAILS AT EA. END EMBEDMENT INTO TIE T&B) OF SILL (MAX OPEN'G FLOOR W/ (14) 1 Od BEAM USING SIMP. SET WIDTH 4'-0"). USE A35 NAILS EPDXY CLIP AT EA. END FOR RIBBON TO BE PT IF u 2x TOP & BOT. OPENINGS GREATER RIBBONS, CONT. NOTE: ALL FLOOR \ (2) SIMPSON META16 THAN 4' BUT LESS -- TRUSSES TO BE P.T. IF (2) ROWS 8d NAILS @ L THAN 6' SEE S NO MOISTURE BARRIER SHEATHING TO EA. G MASONRY OR MTS12 RIBBON c AT WOOD FRAME (FELT PAPER OR SIM) IS NOTE: ALL FLOOR F MASONRY WALL PROVIDED ��----� _ N (1) SIMPSON LSTA30 SEE FRAMING PLAN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION CMU WALL BELOW PER DETAIL INCDICATED ON AND GIRDER/BEAM FLOOR FRAMING, INDICATED BASE STRAP PROVIDE BLOCKING REQ'D ON EITHER SIDE OF WALL. IF WF02/SD6 BELOW JAMBS IS INDICATED, BASE STRAPS ARE REQ'D ON MASONRY WALL SEE BOTH SIDES OF THE WALL PLAN FOR MORE INFO fiiO HEADER CONNECTION @ 2nd FLOOR fis_6' HEADER CONNECTION @ 2nd FLOOR HIGH BM 3/4"=1'-0" ?nt is copyrighted and is the exclusive property of MONTA CONSULTING & NOTE: ALL FLOOR TRUSSES TO BE P.T. I NO MOISTURE BARRIER (FELT PAPEI OR SIM) IS PROVIDED TRUSS STRAP - SEE FRAMING PLAN FOR CONNECTIONS PRE-ENGINEERED ROOF TRUSS - SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS DOUBLE 2x TOP PLATE 2x BOTTOM PLATE 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE SIMP. HTT4 SOLID SHEATHING @ W/(18) 16d x 22" NAILS HEADER NAILING SCHEDULE SIMPSON SP4 W/ (6) (2) TO POST (U.N.O. ON HEFT (USE SP6 @ 2x6 STUDS SOLID BETWEEN & SP8 @ 2x8 STUDS) FRAMING PLAN) & f" RIBBONS W/ SIMPSON U.N.O. ON PLAN ATEA. END NAILED TO HEADER - SEE 2ND ALL THREAD W/7" MIN. FLOOR PLAN FOR MIN. EMBEDMENT INTO TIE SEE FLOOR FRAMING JAMB STUDS BEAM USING SIMP. SET 2x BOTTOM PLATE W/ SHEATHING/ DRYWALL N EPDXY (2) 12d @ 12" O.C. E - FLOOR TRUSS PER CRIPPLES @ 16" O.C. NAILS @ 8" O.C. THEN PLAN PROVIDE SOLID BLOCKING BELOW SEE DETAIL WS11THIS COL. EVEN WITHIN SHEET FOR MORE INFO FLOOR TRUSS MASONRY WALL SEE PLAN FOR MORE INFO WSO TYPICAL GIRDER COL. CONNECTION It, j 3/4"=1'-0" TE: IEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN JDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND ROM AND ALONG EACH SIDE OF OPENING W/ (2) A34 CLIPS TO TRANSFE 'ERAL LOADS SIMPSON LSTA24 STRAP W/ (22) 1 O NAILS. BEND STRAP OVER TOP PLATE MAX. 3", THEN RUN DOWN FACE OF JAMB STUDS/ HEADER EXTERIOR SHEATHING FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM (RIBBON / BEAM) ATTACHED PER NAILING SCHEDULE. �- IF HEADIER IS UPSET AND WINDOW IS LOWER:: (1) 2x SILL PLATE W/ (2) 10d TOENAILS. EXT. HEADER OPENINGS LESS THAN 4FT:(1) 2x SILL PLATE W/ (2) 1 O TOENAILS. OPENING (z) 2x 51LL AI WINUUVV SOLID SHEATHING @ ATTACHED PER HEADER NAILING SCHEDULE SIMPSON SP4 W/ (6) (2) 1 Od x1-1 /2" @ 24" O.C. HEFT (USE SP6 @ 2x6 STUDS SOLID BETWEEN & SP8 @ 2x8 STUDS) (2) 2x SPF TOP PLATE RIBBONS W/ SIMPSON U.N.O. ON PLAN ATEA. END NAILED TO HEADER - SEE 2ND A35 EA. END FLOOR PLAN FOR MIN. HEADER SIZE & REQ'D SEE FLOOR FRAMING JAMB STUDS �- IF HEADIER IS UPSET AND WINDOW IS LOWER:: (1) 2x SILL PLATE W/ (2) 10d TOENAILS. EXT. HEADER OPENINGS LESS THAN 4FT:(1) 2x SILL PLATE W/ (2) 1 O TOENAILS. OPENING (z) 2x 51LL AI WINUUVV SHEATHING PER PLAN a ATTACHED PER SEE PLAN FOR MORE NAILING SCHEDULE SCHEDULE (2) LARGER THAN 4FT: (2) W/ 2x CRIPPLE STUDS FRAMING PLAN FOR SOLID BETWEEN SPACING AND GRADE - RIBBONS W/ SIMPSON 2x SILL (PLATE W/ A35 ATEA. END NAILED TO A A35 EA. END FL SEE FLOOR FRAMING CLIPS EACH SIDE W/ 2x STUD PACK W/ 1 O 2x BOTTOM PLATE W/ SHEATHING/ DRYWALL N PLAN FOR FLOOR (2) 12d @ 12" O.C. E ATTACHMENT W/ (2) CRIPPLES @ 16" O.C. NAILS @ 8" O.C. THEN (1) ROW 8d NAILS @ 3" e SYSTEM INFO. O.C. WALL SHEATHING w W/ (2) 10d TOENAILS STUDS @ 16" O.C. kc TO BOTTOM PLATE T&B (PLYWOOD ATTACH SILL W/ (2) 10d (2) SIMPSON LSTA18 (2 SHEATHING REQ'D TOENAILS AT EA. END 2x SYP #2 RIBBON (MIN T&B) OF SILL (MAX OPEN'G FLOOR W/ (14) 1 Od 2x4) TO TRUSS W/ (4) = WIDTH 4'-0"). USE A35 NAILS ' CLIP AT EA. END FOR RIBBON TO BE PT IF u OPENINGS GREATER (2 (2) SIMPSON META16 THAN 4' BUT LESS -- (2) ROWS 8d NAILS @ L THAN 6' SEE S FLOOR TRUSS TO SHEATHING TO EA. G MASONRY OR MTS12 RIBBON c AT WOOD FRAME NOTE: ALL FLOOR F MASONRY WALL ��----� _ N (1) SIMPSON LSTA30 WALL PER PLAN STRAP CENTERED BARRIER (FELT PAPER BETWEEN COLUMN SEE FRAMING PLAN AND GIRDER/BEAM FOR FLOOR BELOW W/ (22) 1 O CONNECTION NAILS A FLUSH W/ FACE OF FLOOR IGRIDER OR L BEAM fis_6' HEADER CONNECTION @ 2nd FLOOR HIGH BM K::�) 3/4"=11-011 DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of TRUSS STRAP - SEE FRAMING PLAN FOR CONNECTIONS PRE-ENGINEERED ROOF TRUSS - SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS DOUBLE 2x TOP PLATE 2x BOTTOM PLATE 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE (1) SIMPSON LSTA30 -� STRAP CENTERED FLOOR TRUSS SEE BETWEEN COLUMN FRAMING PLAN FOR AND GIRDER/BEAM CONNECTION INFO. BELOW W/ (22) 1 O NAILS \---- FLOOR GIRDER OR BEAM; SEE PLAN TYPICAL GIRDER COL. @ HIGH BEAM 3/4"=1'-0" 2x 2ND FLOOR STUDS SHEATHING PER PLAN a ATTACHED PER SEE PLAN FOR MORE NAILING SCHEDULE SCHEDULE (2) 2x STUDS , SEE GIRDERS: BLOCK FRAMING PLAN FOR SOLID BETWEEN SPACING AND GRADE - RIBBONS W/ SIMPSON S A A A35 EA. END FL SEE FLOOR FRAMING 2x BOTTOM PLATE W/ SHEATHING/ DRYWALL N PLAN FOR FLOOR (2) 12d @ 12" O.C. E ATTACHMENT W/ (2) (1) ROW 8d NAILS @ 3" e SYSTEM INFO. O.C. WALL SHEATHING w EA. END kc TO BOTTOM PLATE A (2) SIMPSON LSTA18 (2 STRAPS CENTERED @ 2x SYP #2 RIBBON (MIN FLOOR W/ (14) 1 Od 2x4) TO TRUSS W/ (4) = NAILS ' RIBBON TO BE PT IF u BRG DIRECTLY ON (2 (2) SIMPSON META16 -- (2) ROWS 8d NAILS @ L SEE S FLOOR TRUSS TO SHEATHING TO EA. G MASONRY OR MTS12 RIBBON c AT WOOD FRAME NOTE: ALL FLOOR F MASONRY WALL ��----� _ N NO MOISTURE WALL PER PLAN BARRIER (FELT PAPER (3) EXT. SHEATHING OR SIM) IS PROVIDED F A FLUSH W/ FACE OF L .._.�.. TRUSS CONNECTION S MASONRY ATTACHED PER NAILING A SCHEDULE; PROVIDE (2 1/8" GAP BETWEEN SHEATHING AND MASONRY NOTE: IF WOOD WALL OR BE MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d PLAN SYSTEM IS 18" TO 36" DEEP U SINKERS AND (14) %4'X2 %4" TIT S09 2nd FLOOR CORNER FRAMING ATTACHMENT 3/4"=1'-0" FLOOR SHEATHING & SHEATHING PER NAILING PER FLOOR DETAIL WF10/SD4 FRAMING NOTES 2x STUDS, SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN SYS. 42 FLOOR TO VERIFY SIZE TRUSSES @ 24" O.C. 2x BOTTOM PLATE W/ (MAX) (2) 12d @ 12" O.C. (1) ROW 8d NAILS @ 3" O.C. WALL SHEATHING TO BOTTOM PLATE/ TOP RIBBON 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS W/ (4) 16d NAILS; BOTTOM. RIBBON TO BE PT IF BRG DIRECTLY ON CMU (2) ROWS 8d NAILS @ 3" O.C. WALL MASONRY WALL PER I �. SHEATHING TO PLAN BOTTOM RIBBON 1/8" GAP BETWEEN NOTE: ALL FLOOR TRUSSES TO BE P.T. IF SHEATHING &.CMU NO MOISTURE TRUSS TO CMU W/ BARRIER (FELT PAPER STRAP PER STANDARD OR SIM) IS PROVIDED CONNECTION NOTES S� TWO STORY PERP. FLOOR CONNECTION W a 0 F= - z w D t� w Z O N I— z 0.. O V ca U) Lu z W w _.._ O FLOOR SHEATHING & SHEATHING PER 0 W NAILING PER FLOOR DETAIL WF10/SD4 z FRAMING NOTES 2x STUDS , SEE FRAMING PLAN FOR 2x4 #2 SYP BLOCKING SPACING AND GRADE on. @ 48" O.C. W/ (2) 12d AND SEE ARCH PLAN o TOENAILS EACH END TO VERIFY SIZE o 2x BOTTOM PLATE W/ j 2x4 #2 SYP ANGLE (2) 12d @ 12 O.C. w AGAINST TRUSS _ VERTICAL @ 48" O.C. (1) ROW 8d NAILS @ 3" F- W/ (3) 12d NAILS EACH O.C. WALL SHEATHING p END TO BOTTOM PLATE/ z _ TOP CHORD ' _O , PRE -ENG FLOOR TRUSS OR FIELD FRAME 2x4 SYS, 42 FLOOR KNEE WALL, STUDS @ CL TRUSSES @ 24 O.C. 16" O.C. W/ (2) 16d NAILS (MAX) @ EACH END. TRUSS TO 2 CMU W/ STRAP PER STANDARD CONNECTOR -� NOTES s MASONRY WALL PER r (1) ROW 8d NAILS @ 3 H PLAN I` O.C. WALL SHEATHING NOTE: ALL FLOOR TO BOTTOM PLATE w 1/8" GAP BETWEEN ®�,IiIIfilC rn TRUSSES TO BE P.T. IF CL fie`` /�'� Uj cf NO MOISTURE SHEATHING & CMU g ss�®�� • ®®#j� ®i�B p BARRIER (FELT PAPER 2x4 PT SILL PLT. IF �� *� '•.;t��, Uj 0° OR SIM) IS PROVIDED KNEEWALL o °r;•`� �s;�i ° Z OLU S1 TWO STORY PARALLEL FLOOR CONNECTION 0.0 < 0 ® Q 3/4"=1'-0" SIMPSON LSTA18 TRAPS CENTERED C OOR W/ (14) 10d AILS TTACH 2x STUDS W/ ---�� '-- -- (3) 2x STUDS 16d NAILS @ 6" O.C. _ UL CALIFORNIA CORNER A -A SIMPSON LSTA18 TRAPS CENTERED @ FL W/ (14) 10d AILS ------------ 2x STUD PACK AT PER NAILING CHEDULE AT 2x STUDS W/ 16d NAILS @ 6" O.C. (4) 2x STUDS STANDARD CORNER A -A AM BELOW USE SINKERS. IF FLOOR 3/4" FLOOR SHEATHING SHEATHING PER PLAN a ATTACHED PER ATTACH PER NAILING = NAILING SCHEDULE SCHEDULE UNDER WINDOWS AND 2x STUDS , SEE GIRDERS: BLOCK FRAMING PLAN FOR SOLID BETWEEN SPACING AND GRADE - RIBBONS W/ SIMPSON AND SEE ARCH PLAN C A35 EA. END TO VERIFY SIZE 2x BLOCKING FOR 2x BOTTOM PLATE W/ SHEATHING/ DRYWALL (2) 12d @ 12" O.C. E ATTACHMENT W/ (2) (1) ROW 8d NAILS @ 3" e 12d TOENAILS O.C. WALL SHEATHING w EA. END TO BOTTOM PLATE 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS W/ (4) = 16d NAILS; BOTTOM F RIBBON TO BE PT IF u BRG DIRECTLY ON CMU C -- (2) ROWS 8d NAILS @ L SEE PLAN FOR 3" O.C. TYP. WALL 0 SIMPSON META16 AT CANTILEVER SHEATHING TO EA. G MASONRY OR MTS12 RIBBON c AT WOOD FRAME NOTE: ALL FLOOR 1 c WALL TRUSSES TO BE P.T. IF MASONRY OR FRAME NO MOISTURE WALL PER PLAN BARRIER (FELT PAPER OR SIM) IS PROVIDED F L S1 CANTILEVERED FLOOR TRUSS CONNECTION 3/4'"=1I -Olt 3/4"=1'-0" c c F these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LCC is strictly prohibited. z `r' ��• � .LtJ 4 LL ' ° O : MOS U '`T o� W z Q Z M UJ i W i L.L pcU0)I­- E Jc>:)0 r- o i os!S p U) �' a O cn z w cv � C7per,,c a ZQO->-a�Cc:w = 1= v Hvm W U 0�0W�t c Q »° Z �2ui o O Q O°�zwZ E UQ�WYs IL i ���0 W LD ZU o : ......... � Q r /A > Z N 0 0 Lj ~ J i c > LL C ' W W > 0WW W OU) W I- Cl Q W � U) . 0 00Z QCp�j CL CL CV _ i BLDG DESIGN: --- STRUCTURALENG MCD -_ .. - ----- _.._.. -.. _ .- ---- DRAFTING -DESIGN: --- -STRUCT: MR/MB QC CHECK CC ....- -..... . _... __ ....._._ .. JOB No. PSQ-2180132 J SCALE: AS INDICATED DATE: - 02/20/18SD5 - i I II l j. I11. I I 11 V 1 111 II 111' II ! I I . ,' 1, hl I 2x8's MIN. SPF #2 @ 16" O.C. MAX W/ MID POINT BLOCKING (U.N.O.) MSTAM24 EA. SIDE OF ` EA. STUD TO WALL ' BELOW W/ (9) 10d NAILS AND (5) 1/4"x2 3/4" TAPCONS PER ' STRAP; CENTER ° STRAP BETWEEN MASONRY WALL AND FRAME WALL CONTRACTOR MAY USE SIMPSON HTT4 AT ` WINDOW JAMB STUDS INSTEAD OF INDICATED EXTERIOR FLAT STRAP. INTERIOR FLAT STRAP IS STILL REQUIRED AT JAMB STUD CONDITION a' SEE ARCHS FOR FURRING AND INTERIOR FINISH ° MASONRY WALL PER ; PLAN fi F0 WALL SPLICE DETAILS 12 PER PLAN L (2) 2x TOP PLATE (2) 2x HEADER SEE PLAN FOR MORE INFO & CONNECTIONS WINDOW SEE PLAN — FOR LOCATION 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2x BASE PLATE W/ 12d @ 24" O.C. TO FLOOR SYSTEM BELOW PLYWOOD FLOORING SEE FLOOR FRAMING PLAN FOR MORE INFO tLAN S DIREC RE INFO 3/4"=1'-0" ._PRE EXTERIOR SHEATHING �---- EXT. FINISH PER OR LSTA18 TO FROM TOP OF WALL �— SHEATHING PER PLAN 2x8 MIN. SPF #2 @ 16" TO BOTTOM OF SILL CONNECTED W/ MTS12 SCHEDULE O.C. -SEE FRAMING PLATE ATTACH PER OR WOOD WALL PER PLATE W/ 1/2" EPDXY — — — — — — — — NAILING SCHEDULE h J -BOLT W/ MIN. 7" 23/4 EMBED. @ 32" O.C. & 3" FLOOR TRUSS PER FROM EA.END 2x4 BLOCKING ROOF SHEATHING — `''-- BETWEEN SHEATHING BETWEEN STUDS W/ AND CMU ISIMPSON H2.5 EA, I ATTACH PER NAILING DIAGONAL BRACE. EXT. FINISH PER HANGER BY OTHERS ITRUSS I SCHEDULE SEE LD02/SD2 FOR w PLAN) I MORE INFO. 0 I PRE-ENGINEERED — NOT REQUIRED @ 12" O.C. ATTACHED PER NAILS. UNDER WINDOW JAMBS USE L TRUSS PER PLAN (2) 2x SYP #2 U Ik SEE PLAN - I ° MIN. 2x6 #2 SYP CONT. W/ MIN. 7" EMBED. @ 6" BUILT-UP STUD O.H. 2x4 SYP#2 BLOCKING 4 I PER ELEV. MASONRY (SHOWN) LEDGER W/ (2) %"x3-1/2" OR WOOD WALL PER COLUMNS PLAN WASHER. ALTERNATECONNECTION: 1____ TRUSS PER PLAN 4-silSECTION @ COMBO TRUSS SDS WOOD SCREWS @ _ — — _ — ,_,••,- r USE 1/2" IF SHEATHING IS NOT O.C. w/ EXT. SHEATHING ALL THREAD ROD W/ 7" °` CONTINUOUS TO BASE 16" O.C. MAX. & 3" FROM TOP OF WALL TO MIN, EMBED USING PLATE, SP8 TOP AND BOTTOMI CHORD BOTTOM OF TRUSS/ SIMPSON SET -XP BOTTOM ARE REQ'D FROM EA. END - USE GIRDER SEE PLAN FOR EPDXY @ 6" FROM "�— WINDOW ATTACHMENT I (3) SCREWS FOR 24" I SIMPSON LUS26. USE INFO. IF WALL MAX W/ WASHER LEDGER PER PLAN (RECESS LEDGER INTO O.C. I LUS26-2 FOR 2PLY LSTA18 STRAPS ARE F1 SECTION @OPEN TO ABOVE (TRUSS. VERIFY W/ I TRUSS .TI-RUSS SHOP RAWINGS GIRDER BELOW SEE LD02/SD2 FOR L— _ — ... _.. __ _ . � _ — — — — — —— 2x8 SYP #2 LEDGER W (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT MORE INFO IF _ MIN. (4) 16d NAILS TO ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN TRUSSES ARE EACH STUD (AT EACH w/ (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SDS SCREWS OPT. TRUSS RECESS LEDGER SIDE OF G.T. USE (4) NAILS) ROOF SHEATHING SIMPSON SP2 @ TOP & 16d D01 LEDGER @ GIRDER t603 LEDGER @ OPEN TO BELOW SP1 @ BASE. LSTA18 TOENAILS EACH END 2x8's MIN. SPF #2 @ 16" O.C. MAX W/ MID POINT BLOCKING (U.N.O.) MSTAM24 EA. SIDE OF ` EA. STUD TO WALL ' BELOW W/ (9) 10d NAILS AND (5) 1/4"x2 3/4" TAPCONS PER ' STRAP; CENTER ° STRAP BETWEEN MASONRY WALL AND FRAME WALL CONTRACTOR MAY USE SIMPSON HTT4 AT ` WINDOW JAMB STUDS INSTEAD OF INDICATED EXTERIOR FLAT STRAP. INTERIOR FLAT STRAP IS STILL REQUIRED AT JAMB STUD CONDITION a' SEE ARCHS FOR FURRING AND INTERIOR FINISH ° MASONRY WALL PER ; PLAN fi F0 WALL SPLICE DETAILS 12 PER PLAN L (2) 2x TOP PLATE (2) 2x HEADER SEE PLAN FOR MORE INFO & CONNECTIONS WINDOW SEE PLAN — FOR LOCATION 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2x BASE PLATE W/ 12d @ 24" O.C. TO FLOOR SYSTEM BELOW PLYWOOD FLOORING SEE FLOOR FRAMING PLAN FOR MORE INFO tLAN S DIREC RE INFO 2x4 LEDGER W/ (2) 10d NAILS @ 16" O.C. 2x EXT. FRAME WALL PER PLAN SIMPSON H10A @ EACH DIAGONAL BRACE 1/2 THREADED ROD CONTINUOUS TO FOUNDATION. REFER TO BEARING WALL NOTES FOR BASE CONNECTION 2x BOTTOM PLATE, CONNECT TO DOUBLE TOP PLATE W/ 16d NAILS @ 6" O.C. 2ND STORY --OFIN. FLOOR (2) 2x TOP PLATE 2x BEARING WALL PER PLAN, FRAME CONTINUOUS TO BOTTOM PLATE OF 2ND STORY WALL 6F'1�BRACING @ 2 STORY FRAME WALL 3/4"=1'-0" `--- EXTERIOR WALL SHEATHING & NAILING PER PLAN. SHEATHING CONT. TO 2nd STORY WALL BOTTOM PLATE ATTACH PER NAILING SCHEDULE - ---- 2x SYP #2 LEDGER TO UPPER FLOOR WALL W/ 1/4" X 3-1/2" SIMPSON SDS SCREW @ 16" O.C. 3/4"=1'-0" ._PRE WINDOW JAMBS USE �---- EXT. FINISH PER OR LSTA18 TO ARCHS �— SHEATHING PER PLAN 2x8 MIN. SPF #2 @ 16" ATTACH PER NAILING CONNECTED W/ MTS12 SCHEDULE O.C. -SEE FRAMING 2x8 #2 SYP P.T. SILL OR WOOD WALL PER PLATE W/ 1/2" EPDXY PLAN FOR MORE INFO. ANCHOR BOLT OR h J -BOLT W/ MIN. 7" 23/4 EMBED. @ 32" O.C. & 3" FLOOR TRUSS PER FROM EA.END 2x4 BLOCKING MAX 1/8" GAP `''-- BETWEEN SHEATHING BETWEEN STUDS W/ AND CMU ''�--- CONT. #5 IN TIE BEAM (2) 12d TOE NAILS DIAGONAL BRACE. EXT. FINISH PER EACH END ARCHS 2x4 LEDGER W/ (2) 10d NAILS @ 16" O.C. 2x EXT. FRAME WALL PER PLAN SIMPSON H10A @ EACH DIAGONAL BRACE 1/2 THREADED ROD CONTINUOUS TO FOUNDATION. REFER TO BEARING WALL NOTES FOR BASE CONNECTION 2x BOTTOM PLATE, CONNECT TO DOUBLE TOP PLATE W/ 16d NAILS @ 6" O.C. 2ND STORY --OFIN. FLOOR (2) 2x TOP PLATE 2x BEARING WALL PER PLAN, FRAME CONTINUOUS TO BOTTOM PLATE OF 2ND STORY WALL 6F'1�BRACING @ 2 STORY FRAME WALL 3/4"=1'-0" `--- EXTERIOR WALL SHEATHING & NAILING PER PLAN. SHEATHING CONT. TO 2nd STORY WALL BOTTOM PLATE ATTACH PER NAILING SCHEDULE - ---- 2x SYP #2 LEDGER TO UPPER FLOOR WALL W/ 1/4" X 3-1/2" SIMPSON SDS SCREW @ 16" O.C. FLOOR GIRDER SEE PLAN FOR CONNECTION SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO fiFikTYPICAL CONNECTION @ GIRDER OR BEAM NAILS. UNDER SIMPSON H2.5 I ._PRE WINDOW JAMBS USE USE SIMPSON MTS12 (2) 2x6 W/ HUC26.2. OR LSTA18 TO SHEATHING SHEATHING FLOOR TRUSS PER ENGINEERED�EXT. PRE ENGINEERED 2x8 MIN. SPF #2 @ 16" ATTACH PER NAILING CONNECTED W/ MTS12 TRUSSES @ 24" O.C. O.C. -SEE FRAMING SCHEDULE OR WOOD WALL PER MAX. PER PLAN PLAN FOR MORE INFO. S1 SECTION @ RAISED HEEL TRUSS h SEE ARCHS FOR ROOF (5) 16d NAILS FLOOR TRUSS PER WATERPROOFING AND 2x4 BLOCKING BLOCKING `''-- FINISH BETWEEN STUDS W/ CONT. BRACE W/ (2) Q 16d NAILS EACH (2) 12d TOE NAILS DIAGONAL BRACE. EACH END TRUSSES PER PLAN TRUSS, THEN ATTACH TRUSS ANCHOR (SEE SEE LD02/SD2 FOR w PLAN) 2ND PLY W/ (2) 10d NAILS MORE INFO. 0 ROOF SHEATHING O NOT REQUIRED @ 12" O.C. ATTACHED PER NAILS. UNDER WINDOW JAMBS USE NAILING SCHEDULE 2x8 #2 SYP P.T. SILL U Ik SEE PLAN PLATE W/ 1/2" J -BOLT SCHEDUILE LOW ROOF TRUSS SEE W/ MIN. 7" EMBED. @ 6" O.H. 2x4 SYP#2 BLOCKING FROM EACH END & @ PER ELEV. MASONRY (SHOWN) 32" O.C. MAX W/ OR WOOD WALL PER ON WOOD USE HGA PLAN WASHER. ALTERNATECONNECTION: 4-silSECTION @ COMBO TRUSS 2x #2 SPF STUDS @ 16 USE 1/2" IF SHEATHING IS NOT O.C. w/ EXT. SHEATHING ALL THREAD ROD W/ 7" °` CONTINUOUS TO BASE SEE PLAN FOR FROM TOP OF WALL TO MIN, EMBED USING PLATE, SP8 TOP AND BOTTOMI CHORD BOTTOM OF TRUSS/ SIMPSON SET -XP BOTTOM ARE REQ'D GIRDER SEE PLAN FOR EPDXY @ 6" FROM "�— WINDOW ATTACHMENT EACH END & @ 32" O.C. ^ ° C.M.U. WALL PER PLAN INFO. IF WALL MAX W/ WASHER SHEATHING ISN'T CONT. LSTA18 STRAPS ARE F1 SECTION @OPEN TO ABOVE REQ'D FROM STUDS TO fi F2 SECTION @ 2 -STORY BRG. GIRDER BELOW SEE LD02/SD2 FOR MORE INFO IF N TRUSSES ARE PARALLEL TO WALL 2x BRG WALL W/ ROOF SHEATHING SIMPSON SP2 @ TOP & 2x BLOCKING W/ (2) 12d ATTACHED PER SP1 @ BASE. LSTA18 TOENAILS EACH END NAILING SCHEDULE OR MTS12 MAY BE 2x BASE PLATE W/ (2) USED @BASE 12d NAILS @ 12" O.C. EXTERIOR SHEATHING ATTACH PER NAILING 3/4" FLOOR SHEATHING r SCHEDULE ATTACHED PER ` NAILING SCHEDULE (2) 2x4 #2 SYP BLOCKING W/ SIMPSON L- — — -- — — — HUC24-2 EACH END, — — — — — USE (4) 10d & (2) 10d SEE PLAN FLOOR GIRDER SEE PLAN FOR CONNECTION SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO fiFikTYPICAL CONNECTION @ GIRDER OR BEAM NAILS. UNDER SIMPSON H2.5 I -9i----' WINDOW JAMBS USE USE SIMPSON MTS12 (2) 2x6 W/ HUC26.2. OR LSTA18 TO LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR PLAN CONNECTIONS CONNECTED W/ MTS12 BRACE AS SHOWN. MASONRY (SHOWN) FASTEN ROOF OR WOOD WALL PER SHEATHING TO 2x PLAN S1 SECTION @ RAISED HEEL TRUSS I 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/ %" EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END MASONRY WALL PER PLAN SEE 2NC r --------------------------- WALL SE ADDITIO A INFORM) SIMPSON H2.5 I 12d NAILS @ 12" O.C. 2x4 BLOCKING W/ (2) USE SIMPSON MTS12 16d NAILS @ EACH OR LSTA18 TO END. BLOCK BLOCKING BELOW. ADJACENT BAYS @ NOT REQ'D IF STUD IS EACH DIAGONAL CONNECTED W/ MTS12 BRACE AS SHOWN. 3/4" FLOOR SHEATHING ATTACHED FASTEN ROOF STUDS SHEATHING TO 2x 2x BLOCKING W/ (2) 12d BLOCKING W/ 8d NAILS h @6"O.C. (5) 16d NAILS FLOOR TRUSS PER DIAGONAL BRACE TO PSQ-2180132^ BLOCKING `''-- PROVIDE 2x4 SYP #2 BLOCKING W/ SIMPSON CONT. BRACE W/ (2) Q 16d NAILS EACH W/ (2) 16d NAILS @ EACH DIAGONAL BRACE. HUC24.2 EACH END, TRUSSES PER PLAN TRUSS, THEN ATTACH 2x4 SYP #2 DIAGONAL w BRACE @ 48" O.C. MAX. 2ND PLY W/ (2) 10d NAILS 45° FROM 0 HORIZONTAL BRACE O NOT REQUIRED @ 12" O.C. 6' FROM EAVES. SEE 2NC r --------------------------- WALL SE ADDITIO A INFORM) 2x BASE PLATE W/ (2)2x SIMPSON H2.5 I 12d NAILS @ 12" O.C. TRUSS TO LEDGER USE SIMPSON MTS12 IMIN. 2x6 #2 SYP I OR LSTA18 TO ICONT. LEDGER w/ (2) BLOCKING BELOW. 1%"x3" SDS WOOD NOT REQ'D IF STUD IS ISCREWS @ 16" O.C. < .. CONNECTED W/ MTS12 IMAX - EQUALLY ° 3/4" FLOOR SHEATHING ATTACHED ISPACED & 3" FROM STUDS L END OF LEDGER - EDGER RECESSED IUSE (3) SREWSIF 24" INTO TRUSS. VERIFY 2x BLOCKING W/ (2) 12d IO.C. IS REQUIRED w/ SHOP DRAWINGS h L-------------------------- OPT. TRUSS RECESS LEDGER FLOOR TRUSS PER D04 SECTION @ LOW ROOF PSQ-2180132^ 3/4"=1'-0" 2x BASE PLATE W/ (2)2x BRG WALL W/ SIMPSON SP2 @ 12d NAILS @ 12" O.C. TOP & SP1 @ BASE. LSTA18 OR USE SIMPSON MTS12 MTS12 MAY BE USED @ BASE.(WHEN OR LSTA18 TO WALL IS CONT. BRG ON TRUSS BLOCKING BELOW. STRAP STUDS W1 LSTA18 @ 16" O.C. NOT REQ'D IF STUD IS TO TRUSS BELOW) CONNECTED W/ MTS12 QC CHECK 3/4" FLOOR SHEATHING ATTACHED OR LSTA18 STUDS PER NAILING SCHEDULE 2x BLOCKING W/ (2) 12d SHEATHIING ISNOT h TOENAILS EACH END CONT. AIDD BLOCKING FLOOR TRUSS PER (2) 2x4 #2 SYP PSQ-2180132^ @ SHEATHING SPLICE PLAN BLOCKING W/ SIMPSON Q W/ (3) 10d TOENAILS W/ (2) 16d NAILS @ EACH HUC24.2 EACH END, EA. END., SIMPS. SP4 TRUSS, THEN ATTACH w @ TOP REQ'D 2ND PLY W/ (2) 10d NAILS USE (4) 10d & (2) 10d 0 O ROOF SHEATHING @ 12" O.C. NAILS. UNDER WINDOW JAMBS USE ATTACH PER NAILING SIMPSON CS18 PER U Ik SEE PLAN (2) 2x6 W/ HUC26-2. SCHEDUILE LOW ROOF TRUSS SEE TRUSS PLAN FOR CONNECTIONS (IF 2x4 SYP#2 BLOCKING TRUSS IS CONT. BRG ON MASONRY USE MASONRY (SHOWN) META16 @ 24" O.C. OR OR WOOD WALL PER ON WOOD USE HGA PLAN CLIPS @ 24" O.C.) 4-silSECTION @ COMBO TRUSS �••,/ -DESIGN U-STRUCT: MR/MB EXT. SHEATHING FROM ALIGN 2ND FLOOR TOP OF WALL TO DBL STUDS w/ 1ST FLOOR QC CHECK CC BOTTOMI PLATE. IF STUDS SHEATHIING ISNOT h CONT. AIDD BLOCKING (2)2x SPF#2 BASE JOB No. PSQ-2180132^ @ SHEATHING SPLICE PLATE. ATTACH 1ST PLY z Q W/ (3) 10d TOENAILS W/ (2) 16d NAILS @ EACH EA. END., SIMPS. SP4 TRUSS, THEN ATTACH w @ TOP REQ'D 2ND PLY W/ (2) 10d NAILS 0 O ROOF SHEATHING @ 12" O.C. w ATTACH PER NAILING SIMPSON CS18 PER U SCHEDUILE WF16/SD6 2x4 SYP#2 BLOCKING LU W/ (2) 10id TOE NAILS LOW ROIOF TRUSS W/ (2) 2X TOP PLATE 16" TALL RAISED HEEL SEE PLAN FOR Z BOTTOMI CHORD BEARING WALL EXTENSIION REQUIREMENTS. "�— ATTACH EACH TRUSS STUDS TO ALIGN W/ TO BEARING WALL STUDS ABOVE USING SIMPSON H10A U.N.O. ON FRAMING PLANS fi F2 SECTION @ 2 -STORY BRG. (2) 2x HEADER SEE FLOOR PLAN FOR MORE INFO \_LSTA30 HEADER—/ TO BUILT UP STUD 0 1/2" THREADED ROD WITHIN 6" OF BUILT UP COLUMN ABOVE W/ NUT & 2" WASHER TOP & BOTTOM. B f (2) 2x SPF TOP PLATES U.N.O. 2x STUDS SEE PLAN • STUDS ABOVE ARE TO ALIGN W/ STUDS BELOW ���2x SPF BASE o PLATE r PROVIDE SOLID BLOCKING PRE-ENGINEERED WITHIN FLOOR SYSTEM FLOOR SYSTEM UNDER BUILT UP COLUMNS KNEEWALL OR BEAM 2 2x SPF TOP PLATES U.N.O. W (2) 2x HEADER B SEE FLOOR PLAN • FOR MORE INFO 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS BELOW o STA30 2x P.T. BASE PLATE SEE HEADER TO BEARING SCHEDULE FOR BUILT UP A.B. INFO STUD SEE FOUND. PLAN FOR FTG. REQ. 2X4 #2 SYP NAILER TO STUDS W/ 3-16d @ EA. STUD, ATTACH TRUSS TO NAILER W/ (3) 10d TOE NAILS. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X8 #2 SYP CONT. LEDGER W/ (4) 16d NAILS, ATTACH NAILS INTO END OF EA. FLOOR TRUSS, 24" O.C. MAX. (INSTALL (4) NAILS AT EA. SIDE OF G.T.) SIMPSON LUS26 OR IF 2 -PLY TRUSS SIMPSON LUS26-2 TRUSS TO LEDGER 8" CMU WALL, TYP. SEE FLOOR FRAMING PLAN FOR MORE INFO. VERIFY PLAN FOR LOCATION AND DIRECTION J -DESIGN U-STRUCT: MR/MB QC CHECK CC h U) JOB No. PSQ-2180132^ _ -- z Q SCALE AS INDICATED U.1 w DATE: 02/20/18 0 O F w U LU Z p N CL z r U o Lu = W W 0 O j U W z LL 0 m 0 O J w U_ w U_ O . z� O �. ate. w z I— O Q F- 'S Uj `aLL �0®illlllpplee®�� Z +°QC0 O Dom„] Z ¢ ®v °D Q O:Z� U ri 0�-. 0 Q 'j z LU cn ��.R . Q � W pppllll D- O m z O 05 SP4 TOP & p U BOTTOM OF EA. �^ STUD U.N.O. w V, SIMPSON CS18. STUDS ABOVE TO M < U02, HEADER BELOW Z 0 _ G o W 1/2" THREADED ROD Q Z @ 32" O.C. MAX W/ LL (D ce) NUT & 2" WASHER z �- V) V rw ` TOP & BOTTOM O LU U � H Qom-^- ozj J Gj U) r w 8 Cq OO ZF-Z> LU ¢O— u 0 W =oE°o¢ c O Mw o LU I= Z = oZwz E Ozl—wR0 z F-° U¢QT<a 3: f— Q U_ C7 O W 0 Lo z� ILL ¢ 0° z pLU a Z!V 0 F_ z 0 QaJ o co W W o z M W O W " W _(jtn F_ W1—W z W Z L& ¢ W 0" 0 AL U HOZ O W G .,_ A � 00 Z z IY Q c A 1/2 J -BOLTS @ 6 FROM FA. END OF SEE CHART FOR REQUIRED JACKS / STRAPS TOP & O CL O.r N WALL & WALL OPENINGS @ 32"o.c. @) KINGS # OF STUDS TO MATCH MAX. W/ 7" MIN. EMBEDMENT & BETWEEN FLOORS BOTTOM EA. STUD w PER BEARING WALL o BLDG DESIGN:. WASHER SEE BEARING WALL SCHEDULE C/) STRUCTURAL ENG MCD SCHEDULE FOR MORE INFORMATION. LU DRAFTING: ALTERNATE CONNECTION: 1/2" ALL AT OPENINGS LARGER THAN THREAD ROD 6" FROM EA. END OF C 4'-2" ATTACH TOP PLATE TO WALL, WALL OPENINGS &AT 32 O.C. HEADER WITH LSTA12 BENT MAX (7" MIN.EMBED USING SIMPSON OVER W/ (5) 10d NAILS INTO TOP SET -XP EPDXY) W/ WASHER PLATE AND (5) 10d NAILS INTO HEADER 1 2 STORY INTERIOR BEARING WALL ALL CS18 STRAPS TO HAVE MIN 12" END LENGTH ON STUDS 1N/ (18) 8d NAILS PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS Lj_ -DESIGN U-STRUCT: MR/MB QC CHECK CC U) JOB No. PSQ-2180132^ _ -- .... _...- Q SCALE AS INDICATED w DATE: 02/20/18 0 F w _ 3/4"=1'-0" ( \ / 1/2"=1'-0" 0/4'=1 -v I \I = I -v U) 6LAd COPYRIGHT MCD 2015: The informationcontained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LCC is strictly prohibited, . P J _ il 1 1, TI L1, :1 UILIN 111 1 6" MIN. 01 BELOW OR WALL) CONT. LEDGER w/ (3) ro ALTERNATE HANGER 16d NAILS @ 16" O.C. MAX. @ RIGHT OF THIS SEE TABLE FOR MAX. TO EACH STUD. ((2) 1/4" x 3 DETAIL WIDTH OF LANDING 1/4" TAPCONS @ 16" O.C. A -A PLAN VIEW 90 DEGREE TURN LANDING MAX. FOR MASONRY WALL) STAIR WINDER DETAIL MIN. (3) 2x SYP #2 STUDS SEE SCHEDULE FOR MAX WIDTH OF LANDING BEAM (#2 SYP) JOISTS (#2 SYP) STANDARD (3) 2X12 12'-0" OR LESS MIN. (3) 2x SYP #2 2x8 1 9'4" STRINGERS W/ STUDS REQ'D @END W/ MIN. (6) 16d NAILS SEE PLAN FOR DEPTH z W SIMPSON A34 CLIP TO OF LANDING W/ MIN. (6) PLYWOOD SHEATHING FROM (2)2x12 SYP#2 OF LANDING FLOOR SYSTEM 16d NAILS FROM I OVER LANDING HEADER TO BUILT UP (2)2x12 SYP#2 HEADER LANDING ATTACHED MIN. 2x8 SYP. JOIST ATTACHED PER STUD COLUMN TO BUILT-UP STUD 24" O.C. W/ (2) 12d PER GENERAL FLOOR LEDGER (P.T. IF GENERAL FLOOR OPTIONAL (2)2x12 SYP#2 COLUMN CONSTRUCTION NOTES ATTACHING TO CONSTRUCTION NOTES ATTACHMENT TO 2x L -BRACE W/ 12d F= U LINE UP 2xJOIST IN MASONRY WALL) CMU/LEDGER IN LIEU OF LINE WITH MIDDLE STANDARD (3)2x12 BEAM @ END OF BUILT UP COLUMN � Z 1_ ' 29 H 2x12 STRINGER TO BE SYP#2 STRINGERS W/ 16" O.G. LANDING PER WOOD: UTILIZED AS BLOCKING SIMPSON A35 / A34 MID SPAN BLOCKING MAX SCHEDULE HU210-2/HUC210-2 W/ CLIP TO FLOOR TO MATCH JOIST — MIN. 2x8 SYP#2 JOISTS SYSTEM & LANDING z @ LANDING @ 16"O.C. FRAMING LEDGER/SUPPORT AND N 29 W/ SIMPSON A35 OR IN LIEU OF BUILT UP COLUMN (10)1Od NAILS TO (2)2x12 z O z LL LUS26 HANGER ON z g WOOD: HU210-2/HUC210-2 W/ SYP#2 HEADER EACH SIDE z �- LU o U MID SPAN BLOCKING p Q z u (2) 2x12 SYP#2 BEAM TO MATCH JOIST o U PER SCHEDULE REQ'D DEPTH W/ (3) 10d W S o @ END OF LANDING=` TOENAILS EACH END TO CMU AND (10) 10d a FOR STRINGERS TO CONNECTIONS U) NAILS TO (2)2x12 SYP#2 c CONNECT TO. BEAM SEE PLAN FOR HU2 U210-2 W/ (18) HEADER TO BEAR DIRECTLY ON MASONRY WALL OR MASONRY MIN. 2x8 SYP#2 JOIST (P.T. IF BUILT UP COLUMNS WOOD WALL ATTACHING TO MASONRY AND (10) 1 O NAILS TO (2)2x12 6" MIN. 01 BELOW OR WALL) CONT. LEDGER w/ (3) ro ALTERNATE HANGER 16d NAILS @ 16" O.C. MAX. @ RIGHT OF THIS SEE TABLE FOR MAX. TO EACH STUD. ((2) 1/4" x 3 DETAIL WIDTH OF LANDING 1/4" TAPCONS @ 16" O.C. A -A PLAN VIEW 90 DEGREE TURN LANDING MAX. FOR MASONRY WALL) STAIR WINDER DETAIL MIN. (3) 2x SYP #2 STUDS SEE SCHEDULE FOR MAX WIDTH OF LANDING BEAM (#2 SYP) JOISTS (#2 SYP) MAX WIDTH OF LANDING 12'-0" OR LESS REQ'D @ END OF LANDING 2x8 1 9'4" Ix -DESIGN: --- W/ MIN. (6) 16d NAILS SEE PLAN FOR DEPTH z W 3/4" PLYWOOD OR OSB NOTCH SILL PLATE FOR VERTICALV� PLYWOOD SHEATHING FROM (2)2x12 SYP#2 OF LANDING SHEATHING OVER I OVER LANDING HEADER TO BUILT UP z LANDING ATTACHED MIN. 2x8 SYP. JOIST ATTACHED PER STUD COLUMN 24" O.C. W/ (2) 12d PER GENERAL FLOOR LEDGER (P.T. IF GENERAL FLOOR OPTIONAL (2)2x12 SYP#2 u � E CONSTRUCTION NOTES ATTACHING TO CONSTRUCTION NOTES ATTACHMENT TO 2x L -BRACE W/ 12d F= U W Q MASONRY WALL) CMU/LEDGER IN LIEU OF NAILS @ 4" O.C. BEAM @ END OF BUILT UP COLUMN � Z 1_ ' 29 H 16" O.G. LANDING PER WOOD: MID SPAN BLOCKING MAX SCHEDULE HU210-2/HUC210-2 W/ O TO MATCH JOIST OPTIONAL (2)2x12 SYP#2 (18)16d NAILS TO O DEPTH W/ (3) 1 O ATTACHMENT TO CMU/LEDGER LEDGER/SUPPORT AND N 29 TOENAILS EACH END IN LIEU OF BUILT UP COLUMN (10)1Od NAILS TO (2)2x12 W O� z g WOOD: HU210-2/HUC210-2 W/ SYP#2 HEADER z �- (18)16d MASONRY: m p NAILS TO LEDGER/SUPPORT HU210-2/HUC210-2 W/ Es U AND (10)1Od NAILS TO (2)2x12 (18) 1/4"x3-1/4" TAPCONS W o SIMPSON A35 SYP#2 HEADER TO CMU AND (10) 10d � CONNECTIONS U) NAILS TO (2)2x12 SYP#2 SEE PLAN FOR HU2 U210-2 W/ (18) HEADER MASONRY WALL OR MASONRY 1/4"x3-1/4" TAPCONS TO CMU W WOOD WALL GOND AND (10) 1 O NAILS TO (2)2x12 STANDARD (3) 2X12 WALLABE SYP#2 HEADER SYP #2 STRINGERS W/ SIMPSON A34 / A35 -- -- CLIP TO FLOOR O SYSTEM &LANDING 13-13 CROSS SECTION. OF BEAM TO LEDGER FRAMING z LL' IN. 2x8 SYP#2 JOIST (P.T. IF (2) 2x12 SYP#2 BEAM PER ATTACHING TO MASONRY SCHEDULE REQ'D @ END OF MIN. 2x8 SYP#2 JOISTS WALL) CONT. LEDGER w/ (3) 16d STRINGERS TO BE NOTCHED 0 LANDING FOR STRINGERS TO @ LANDING @ 16"O.C. NAILS @ 16" O.C. MAX. TO EACH AT LANDING OR LET -IN 2x4 CONNECT TO. BEAM TO BEAR W/ SIMPSON A35 OR STUD. ((2) 1/4"x3-1/4" TAPCONS SYP#2 CLEAT AND ATTACH TO DIRECTLY ON BUILT UP LUS26 HANGER ON @ 16" O.C. MAX. FOR MASONRY JOISTS BELOW W/(2) -12d NAILS COLUMNS BELOW OR i. 11 - NOT USED W I— ALTERNATE HANGER @ EACH SIDE WALL) @ 16 O.C. 3%" 2x4 #2 SPF STUDS U RIGHT OF THIS DETAIL (3) 16d TOENAILS � @ 24" O.C. �"" ♦) U x ' SEE ARCH PLAN 2x4 CONT. TOP PLATE 2x6 VERTICAL @ 6 -0 N- V J o -10 MAX 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO 0 C MIN. AND @ ANY U) V J 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" 0 C TOP AND A35 @ EA. STRINGER BEAM/JOISTS REQUIREMENT AT LANDING J Q BEAM (#2 SYP) JOISTS (#2 SYP) MAX WIDTH OF LANDING 12'-0" OR LESS (2) 2x12 2x8 1 9'4" Ix -DESIGN: --- I z W NOTCH SILL PLATE FOR VERTICALV� O �, I--� O' w U) 2x4 SILL PLATE W/ (2) 10d NAILS @ 4" O.C. I 2x4 #2 SPF STUDS @ z 0 Q U � W �_ 24" O.C. W/ (2) 12d O LL.1 u � E (NOTCHED @ 2x6 VERTICAL LOCATIONS). LU TOENAILS BOTTOM 2x L -BRACE W/ 12d F= U W Q � d T 06 Ci U) " NAILS @ 4" O.C. z � Z 1_ ' 29 H ti O N z �- Es U w U) z W W 0 -- -- O z LL' 0 m 0 O LL LL O OCL i. w O w ea®egal►ia1611/'®®'® LU M NN ®ern U_AQ-.�� p �®z Q O OL _ z OD m® "Z ® F O; � U N <D cli W U) 2d o Q c � ® • o, W 6'�.d®®®. �® z CL O U ILLO IB91111� L1C z O U 55 > a. L LL w h I- ..-■ � Z c z ALTERNATE HANGER @ EACH SIDE WALL) @ 16 O.C. 3%" 2x4 #2 SPF STUDS U RIGHT OF THIS DETAIL (3) 16d TOENAILS � @ 24" O.C. �"" ♦) U x ' SEE ARCH PLAN 2x4 CONT. TOP PLATE 2x6 VERTICAL @ 6 -0 N- V J o -10 MAX 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO 0 C MIN. AND @ ANY U) V J 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" 0 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 1 9'4" TO LANDING NOTCH SILL AND w Z �C O -� PLYWOOD FLOORING I- W J O o� p 8 BOTTOM CHORD = �. U m NOTE. TO ALLOW VERTICAL z I'1 0 cn O W m FLOOR SYSTEM PER SEE ARCHS. FOR MAX. TO SLIDE DOWN TO ~ W �,.,/ z < a: O c 1. STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINIMUM 2x6 VERTICAL AND � J Z `t O � � � 0 RISE OF STEPS AND CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDITION OF THE FBC. L -BRACE @ 6'-0" O.C. & FACE OF TRUSS W am z W Z E FRAMING PLAN TYP. v O z 1- w Y O 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 f- (> ¢ n W STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. 2x4 CONT. TOP PLATE Q Q NAIL (2)PLY BEAM TOGETHER USING (3)12d NAILS AT 8" O.C. (ATTACH TOP PLATE 0 W H O LO 3. CONTACT EOR FOR CONDITIONS NOT COVERED THIS DETAIL PRIOR TO ATTACH 2x6 VERTICAL TO STUDS W/ (2) 16d O W ZMo PENDING LANDING CONSTRUCTION. DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ (3) %4" x 3" 31/2 �� TOE NAILS U _ p HEIGHT AND PLAN SDS WOOD SCREWS Q LAYOUT. HEADER N.r.s. EQUALLY _z WITHIN SUPPORT SPACED/CENTERED IN 2x4 #2 SPF STUDS @ p - WALL COULD BE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER � toQ REQUIRED. SEE PLAN ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE 0Z N FOR REQUIRED STUDS W/(2)16d TOE 32 I ATTACHED TO TRUSS O F„- 2x12 STRINGERS ONE ON EACH SIDE AND HEADER AND NAILS � � BELOW (OTHERWISE O Q /� SUPPORT SEE ARCH PLAN ATTACH W/ (2) 12d z ~ j ONE @ MID -SPAN A A INFORMATION. MAX. 4'-0" ABOVE FLOOR TOENAILS @ BOTTOM) o Q x I Cf) W � A34 @ EA. STRINGER----�._ 2x4 #2 SPF STUDS @ 2x4 SILL PLATE W/ (2) O ...1 TO LANDING 24" O.C. W/ (2) 12d X NOTCH FLOOR I 164 TOE NAIL EA. z z W W 2x JOIST P.T. IF TOENAILS BOTTOM SHEATHING TO z 0 n LU 2x ATTACHED TO ATTACHING TO MASONRY ( NAILS @ 4p' OC. TO m (� III (2) 2x12 SYP#'2 BEAM WALL) CONT LEDGER w/ ACCOMMODATE 2x W W0d X 0 W 2x4 SILL PLATE W/ (2) � W � 10d NAILS @ 4 O.C. FLOOR SHEATHING STRINGER I I I PER SCHEDULE @ END (3) 16d NAILS@'16" O.C. NOTCH SILL AND 4" 0. Z a I I I I OF LANDING FOR MAX. TO EACH STUD. ((2) PLYWOOD FLOORING (NOTCHED @ 2x6 Q Q W IIII STRINGERS TO 1/4" x3-1/4" TAPCONS TO ALLOW VERTICAL VERTICAL LOCATIONS). I ATTACH 2x4 TO TRUSS j 2x12 STRINGERS ONE I I I I @ CONNECT TO. BEAM 16" O.C. MAX. FOR TO SLIDE DOWN TO W/ (2) %"x3" SDS I ON EACH SDE AND I I I I I-- ONE @MIDSPAN I I I I TO BEAR DIRECTLY ON MASONRY WALL) FACE OF TRUSS SCREWS EQUALLY U (q 0 _ 1 1 1 1 BUILT UP COLUMN SPACED & CENTEREDp W D I I I BELOW. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND IN TRUSS o O Z A35 CONNECTION III L -BRACE @ 6'-0" O.C. & W .�� WOOD OR MASONRY TO TRUSS W/ (3) %4' x 3" @ ANY OPENING zQ WALL SEE PLAN FOR SDS WOOD SCREWS CL �- N EQUALLY 2x8 P.T. SPF #2 (MIN.) LET -1N MIN. (3) 2x4 SYP #2 MORE INFO FASTEN TO SLAB USING S JOIST PER TRUSSDTO OUTSIDE IN TRUSS SEE PLAN MIN, (6) 1/4"x3-1/4" EVENLY COLUMN SPACED TAPCONS @MIN. SCHEDULE FACE OF TRUSS END DISTANCE OF 1-1/2" 2x P.T. BOTTOM PLATE HEIGHT of LANDING SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR CC X BLDG DESIGN: --- STUDS W/ (2) 16d TOEOPENING W/IN X NAILS HANDRAIL STRUCTURAL ENG: MCD o Q _ .� am z Ix -DESIGN: --- I MR/MB NOTCH SILL PLATE FOR VERTICALV� O �, I--� O' w U) 2x4 SILL PLATE W/ (2) 10d NAILS @ 4" O.C. I 2x4 #2 SPF STUDS @ z ' r , Q U � W �_ 24" O.C. W/ (2) 12d O LL.1 u � E (NOTCHED @ 2x6 VERTICAL LOCATIONS). ( TOENAILS BOTTOM 2x L -BRACE W/ 12d F= U W Q � d T 06 Ci U) " NAILS @ 4" O.C. Z � Z 1_ ' 29 H TO LANDING NOTCH SILL AND w Z �C O -� PLYWOOD FLOORING I- W J O o� p 8 BOTTOM CHORD = �. U m NOTE. TO ALLOW VERTICAL z I'1 0 cn O W m FLOOR SYSTEM PER SEE ARCHS. FOR MAX. TO SLIDE DOWN TO ~ W �,.,/ z < a: O c 1. STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINIMUM 2x6 VERTICAL AND � J Z `t O � � � 0 RISE OF STEPS AND CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDITION OF THE FBC. L -BRACE @ 6'-0" O.C. & FACE OF TRUSS W am z W Z E FRAMING PLAN TYP. v O z 1- w Y O 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 f- (> ¢ n W STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. 2x4 CONT. TOP PLATE Q Q NAIL (2)PLY BEAM TOGETHER USING (3)12d NAILS AT 8" O.C. (ATTACH TOP PLATE 0 W H O LO 3. CONTACT EOR FOR CONDITIONS NOT COVERED THIS DETAIL PRIOR TO ATTACH 2x6 VERTICAL TO STUDS W/ (2) 16d O W ZMo PENDING LANDING CONSTRUCTION. DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ (3) %4" x 3" 31/2 �� TOE NAILS U _ p HEIGHT AND PLAN SDS WOOD SCREWS Q LAYOUT. HEADER N.r.s. EQUALLY _z WITHIN SUPPORT SPACED/CENTERED IN 2x4 #2 SPF STUDS @ p - WALL COULD BE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER � toQ REQUIRED. SEE PLAN ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE 0Z N FOR REQUIRED STUDS W/(2)16d TOE 32 I ATTACHED TO TRUSS O F„- 2x12 STRINGERS ONE ON EACH SIDE AND HEADER AND NAILS � � BELOW (OTHERWISE O Q /� SUPPORT SEE ARCH PLAN ATTACH W/ (2) 12d z ~ j ONE @ MID -SPAN A A INFORMATION. MAX. 4'-0" ABOVE FLOOR TOENAILS @ BOTTOM) o Q x I Cf) W � A34 @ EA. STRINGER----�._ 2x4 #2 SPF STUDS @ 2x4 SILL PLATE W/ (2) O ...1 TO LANDING 24" O.C. W/ (2) 12d X NOTCH FLOOR I 164 TOE NAIL EA. z z W W 2x JOIST P.T. IF TOENAILS BOTTOM SHEATHING TO z 0 n LU 2x ATTACHED TO ATTACHING TO MASONRY ( NAILS @ 4p' OC. TO m (� III (2) 2x12 SYP#'2 BEAM WALL) CONT LEDGER w/ ACCOMMODATE 2x W W0d X 0 W 2x4 SILL PLATE W/ (2) � W � 10d NAILS @ 4 O.C. FLOOR SHEATHING STRINGER I I I PER SCHEDULE @ END (3) 16d NAILS@'16" O.C. NOTCH SILL AND 4" 0. Z a I I I I OF LANDING FOR MAX. TO EACH STUD. ((2) PLYWOOD FLOORING (NOTCHED @ 2x6 Q Q W IIII STRINGERS TO 1/4" x3-1/4" TAPCONS TO ALLOW VERTICAL VERTICAL LOCATIONS). I ATTACH 2x4 TO TRUSS j 2x12 STRINGERS ONE I I I I @ CONNECT TO. BEAM 16" O.C. MAX. FOR TO SLIDE DOWN TO W/ (2) %"x3" SDS I ON EACH SDE AND I I I I I-- ONE @MIDSPAN I I I I TO BEAR DIRECTLY ON MASONRY WALL) FACE OF TRUSS SCREWS EQUALLY U (q 0 _ 1 1 1 1 BUILT UP COLUMN SPACED & CENTEREDp W D I I I BELOW. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND IN TRUSS o O Z A35 CONNECTION III L -BRACE @ 6'-0" O.C. & W .�� WOOD OR MASONRY TO TRUSS W/ (3) %4' x 3" @ ANY OPENING zQ WALL SEE PLAN FOR SDS WOOD SCREWS CL �- N EQUALLY 2x8 P.T. SPF #2 (MIN.) LET -1N MIN. (3) 2x4 SYP #2 MORE INFO FASTEN TO SLAB USING S JOIST PER TRUSSDTO OUTSIDE IN TRUSS SEE PLAN MIN, (6) 1/4"x3-1/4" EVENLY COLUMN SPACED TAPCONS @MIN. SCHEDULE FACE OF TRUSS END DISTANCE OF 1-1/2" 2x P.T. BOTTOM PLATE HEIGHT of LANDING SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR CC W BLDG DESIGN: --- STRUCTURAL ENG: MCD W DRAFTING: Ix -DESIGN: --- U-STRUCT: MR/MB � PER FLOOR PLAN NTS, QC CHECK. JOB No. PSQ-2180132 J — Q SCALE: AS INDICATED ST01 GENERAL LANDING & ST03 SECTION HANDRAIL W/ o DATE: 02/20/18 SCALE: 3/4"=1'-0° SCALE: 3/4"=1-0" STAIR FRAMING INFO FLOOR TRUSSES ST1 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, LCC is strictly prohibited.