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HomeMy WebLinkAbout3942 Night Heron Dr (a)I t Pl L row°' � � �.�,�!'�°�� 0,0 � Irlf a f� LL LS 0 ®mom 0 CglLLI � ujC'O F- CC g 0 LYa , U) e< d go Y JQ g j g� g4 ® a 00 O v- O ,q- O O ~ E c- N� � 2 Z U N vi LL vi 4-J U- O fn N o � ~ -0 M t- 0') M N E � M � CU O _ O L O O 0 E "t X cc) < u–f -0 , -1 Ak W Z Z r,4 E 0 U) a H -.F- c� W 0(9 V V O f t O V) N L L C) ri E L 2 Z r4 M —i pry "0 4-J U- CD N o ' J I M t- c0 M h � � M � -1' O t I ISSUE DATE 08/02/2018 ___l REVISIONS t PROJECT: 18-0371 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS SLAB PLAN 01 I O C) N � N M �+ O -1' O -0 , -1 (71 00 r,4 LO a H -0 L 0 0 > -0 Q w m 0 c� I ISSUE DATE 08/02/2018 ___l REVISIONS t PROJECT: 18-0371 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS SLAB PLAN 01 I 28'-8" First Floor Plan SCALE: 1/8" = 1'-0" (11x17) 1/4" = 1'-0" (22x34) m 'fin v THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED REQUIREMENTS OF THE (2017) FLORIDA BUILDING CODE (6TH EDITION) ABBREVIATIONS: • 2- # OF DOORS. • 2- # OF WINDOWS. • MT - METAL THRESHOLD • FR - FRENCH DOORS • SL - SIDE LIGHT • FG - FIXED GLASS • TR -TRANSOM • GB - GLASS BLOCK ch • PKT - POCKET DOOR • OBS - OBSCURED GLASS qj • TEMP -TEMPERED GLASS • SH - SINGLE HUNG • DH - DOUBLE HUNG • HR - HORIZONTAL ROLLER tom' • BP - BYPASS co • BF - BIFOLD �, "�' LL TYP. • TYP. - TYPICAL NOTE: ,it9i9 1,1'7/ 0IVA0 SPECIALTY WINDOWS/DOORS, FIXED GLASS0��©��,y��'i�� WINDOWS, AND TRANSOMS ARE NOTED ON _•�✓��m ®•t��°�,� PLANS. jkr o, 1� co O . J NOTES: � t' F �' 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB . 0 d � O� °0 SITE. '�, '> z �® 2. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM `���®��Sy�®��•ga�•�� ®' CALCULATED DIMENSIONS ONLY. ANY000® ®x DISCREPANCIES OR ERRORS TO BE REPORTED ���/1F1IIWO 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 O PER CODE M307.2 & M1309.3. d' X CV 5. PROVIDE RECESS H&C WATER w/ DRAIN @ WASHER M O SPACE. U` cD 0) 6. VENT DRYER THRU EXTERIOR WALL U.N.O. r . 7. PROVIDE COLD WATER LINE FOR ICE MAKER LINE @ OCD N s - REF. SPACE. � � � m N CV E 8. SAG RESISTANT DRYWALL ON ALL CEILINGS. NCfl O O (D ^� 9. PULL ALL DIMENSIONS FROM THE REAR OF PLAN. O p O :) 10. REFER TO EXTERIOR ELEVATIONS & TYP. DETAIL O E SHEETS FOR EXTERIOR WALL FINISH SPECS. r 11. REFER TO DETAIL SHEETS FOR FLASHING oo Q 0- LL REQUIREMENTS AT ALL WOOD TO MASONRY c INTERFACES. Alk Z z 12. ALL INTERIOR FRAME WALL DIMENSIONS TO BE 3 Z" U.N.O. O U) 13. ALL EXTERIOR BLOCK WALL DIMENSIONS TO BE 7 2' z U.N.O. D O U)W 14. ALL INT. FIRST FLOOR CEILINGS AT 9'-4" U.N.O. w U o +• ALL INT. SECOND FLOOR CEILINGS AT 9'-0" U.N.O. o 0 0 15. C.M.U. & FRAME WALL SYSTEM SEGMENTS WHICH o Q HAVE AN UNINTERRUPTED LENGTH OF 12'-0" OR ry o MORE SHALL BE CONSIDERED SHEAR WALL SWS = SHEAR WALL SEGMENTS. n Q 16. OPENING BETWEEN GARAGE AND RESIDENCE SHALL BE EQUIPPED wl A 20 MIN. FIRE RATED SOLID WOOD m OR HONEYCOMB CORE STEEL DOOR NOT LESS THAN o v 1 3/8" THICKNESS AS PER FBC-R302.5.1. zo N � i 17. INSTALL 5/8" TYPE X DRYWALL ON GARAGE CEILING o :5 ix a p N BENEATH HABITABLE ROOMS (TYP.) Q � p� u E M Y, z � 2 1 18. GARAGE DOOR TO BE CERTIFIED BY MFR. FOR 140 CD � 0 4.1 W M.P.H. w z ® A 0) -0 19. ALL TUB & SHOWER UNITS WILL HAVE ANTI -SCALDING V- � 2 DEVICES INSTALLED. ¢ M (n 20. ALL OPERABLE WINDOWS LOCATED MORE THAN 72" o M ABV. SURFACE BELOW SHALL HAVE THE LOWEST VS p PORTION OF WINDOW CLEAR OPENING A MIN. OF 24" z -j ABOVE FINISHED FLOOR BEING SERVER PER J z �z (FBC-R312.2). �, a LJ W 21. ALL INT. DOORS TO BE 6'-8" TALL U.N.O. OR PER 0 BUILDER / CLIENT CD 22. 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE o OF WALL TO UNDERSIDE OF DECKING o p z _ cV Q> Lj � CDO DOORNOTE KEY: �_ . � 00 N W u U Ln = DOOR SIZE CALLOUT:o v) fu p 20 = 2'-0" 40 B.F. = 4'-0" BIFOLD z o 0 LL 24 = 2'-4" 50 B.F. = 5'-0" BIFOLD z o 26 = 2'-6" 60 B.F. = 6'-0" BIFOLD > L_ p c cn ry 30 = T-0" o W Q Lu Ln O 5- U M WINDOW NOT KEY: zLi 0 O m WINDOW SIZE CALLOUT: o 2040 = 2'-0" x 4'-0" " Q 2050 = 2'-0" x 5'-0" t o 2060 = 2'-0" x 6'-0" w z • ALL WINDOW CALLOUTS ARE MEASURED IN FEET & LJ W > INCHES AS PER THE EXAMPLE TABLE ABOVE. w o Q:: c) Area Tabuiations Lil Living: = o cn 1 st floor: 960 Sfw U- 00 -- - - 2nd Floor: 1 127 Sf �H Total Living: 2 087 Sf Q" --- - PROJECT: 18-0371 cn Entry: 50 Sf SCALE: AS NOTED �z - Q DRAWN BY: JML & JFT Covered Lanai: 120 sf z -^,- ^ ----- ISSUE DATE 08/02/2018 REVISIONS Garage: 394 sf Total Area: 2,651 sf 0 FLOOR PLAN 02 t I S S I S I 1. STAIRWAY CONSTRUCTION TO CONFORM TO FBCR 2017, 6TH EDITION SECTION R311.7 TO WIDTHIf MAX HT. OF RISER TREAD ► : 911 (EXCLUSIVE 4. ALL TREADS 1 10" IN WIDTH SHALL APPROX. 5. 3/16" MAX VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER. t A VARIATION ANY RISE/TREAD. HAND RAIL CIRCULAR CROSS PROVIDE EQUIVALENT 8. UNDER MIN. 611 WIDE @NARROW END. • 34'-38" ADA 10. HEADROOM CLEARANCE61-811. 2x4 P.T. IN BETWEEN STRINGERS - ATTACH TO SLAB w/ 12d CUT NAILS @ 6" O.C. AND (2)12d EACH END OF 2x4TOE NAILED TO STRINGER. TYP,. STA�F\' C(D,,�NNECT. SCALE: 3/4" = 1'-0" (11x17) 1 1/2" = 1'-0" (22"04") 3/4" PLYWD. SUB -FLOOR 2x JOISTS 16" O.C. MAX 2x LEDGER ATTACHED T( w/ (2)12d NAILS @ EACH HUS26 JOISTS TO LEDGEI 2x'S @ 16" O.C. MAX. ADD 2x VERTICALS @ 16" O.C. AS REQUIRED BY MUNICIPALITY - TO BE PLACED DIRECTLY UNDER LEDGER "ETA � L LANDNG CONNECT. L -i SCALE: 3/4" = 1'-0" (11x17) 1 1/2" = 1'-0" (2204) PLATFORM FRAMING 9'-0" BRG. HT. — — @ SECOND FLOOR _-- T-8" HDR. HT. @ SECOND FLOOR 10'-8 3/4" FIN. FLR. HT. @ SECOND FLOOR 9=4" BRG. HT, 8'-0" HDR. HT. 0'-0" FIN. FLR. FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. 10" 1x8 SKIRT BD.- >' — 2x12 TREADS CUT TO FIT lit — 112" PLYWD. BLOCKING 2x/J2 STRINGERS DATA: TOTAL RISE: 10-8 3/4" (18 RISERS @ 7.15 " EA.) TOTAL RUN: 17 (17 TREADS @ 10" EA.) d1*4 0T_ a W AWT wir s.OF 1, SCALE: 1/4" = TV (11x17) 1/2" = TV (22x34) TF7\'EAD & IFR�SER\ DETA�L SCALE: 3/4" = 1'-0" (11x17) 1 1/2" = 1'-0" (2204) 3/4" PLYWD. PRE-ENGINEERED FLOOR TRUSSES 24" O.C. 2 x 4 LEDGER IN BETWEEN STRINGERS ATTACH TO --- -FLOOR TRUSS w/ 12d NAILS @ 6" O.C. @ (2)12d @ EACH END OF LEDGER TOE -NAILED TO STRINGER. a W• 9'-0" BRG. HT. @ SECOND FLOOR T-8" HDR. HT. @ SECOND FLOOR 10'-8 3/4" FIN. FLR. HT. ----------- ----- ------ - @ SECOND FLOOR 9'-4" BRG. HT. 8'4" HDR. HT. 0'-0" FIN. FLR. 1x8 CAP CASING. 2x4 @ 24" O.C. SHEETROCK -­ BOTTOM PLATE PRE-ENGINEERED FLOOR TRUSSES @ 24" O.C. (SEE TRUSS LAYOUT) HALF WALL DETA� L SCALE: 3/4" = 1'-0" (11x17) 1 1/2" = 1'-0" (22x34) ss SIF. CONNECT. CcFLFR". TF_ -_\U SS 06 SCALE: 3/4" = 1'-0" (11x17) 1 1/2" = 1'-0" (22x34) STRINGER TO FLOOR TRUSS SCALE: 3/4" = T-0" (11x17) 1 1/2" = TV (22x34) 1\ z� Li T_ c� cn �N m¢ O w Um so Q� zw 0 �w 0 vQ �m O cnz Li >m m� w> U) O CL -u) rQ m= w - c w g =m cn O(D w 00- T ■ W. O'r- co L,_-3 � i331jglq c� p�Y. V.......... �� '���j p'� '�® /�♦'A7/' �i ® o M e w E: 2 _ E .tea, -7�, M `C3 C c- .� O z� Li T_ c� cn �N m¢ O w Um so Q� zw 0 �w 0 vQ �m O cnz Li >m m� w> U) O CL -u) rQ m= w - c w g =m cn O(D w 00- T ■ W. O'r- � "t c� a - ® E: 2 _ E i l V M `C3 C c- .� O CD �- z O O J M f� q-- m (n LL � M J Qo C) (n t/j ,� r' • � O > � Cil J) O L� W U co O d c M r -. s- O O y- E O E L1.. L O o0 Q n u. S' z n Aft c: c w z 42 p z 2 Nin m E a W 0 0 - E w bloom V 0 I � I� (u a - 00U C E: 2 _ M i l V `C3 C c- .� LL CD �- z o M f� q-- m m V) � M J C) ISSUE DATE 08/02/2018 REVISIONS PROJECT: 18-0371 >- SCALE: AS NOTED z z DRAWN BY: JML & JFT NED BY: MJS SECTIONS 0 S S t t CD N 44: 4J C) V) C) cn L� W U d c M r -. I� L1.. L O C. > > n ® c: c j5 42 p 2 Nin < W 0 0 - ISSUE DATE 08/02/2018 REVISIONS PROJECT: 18-0371 >- SCALE: AS NOTED z z DRAWN BY: JML & JFT NED BY: MJS SECTIONS 0 S S t t - R \ -I 4 RECESS LIGHTS (OPT) PRE -WIRE AV CLG. FAN/LITE l� W.P. GFI (OPT) PRE -WIRE CLG. FAN/LITE Ili i, I i AFj PENDANT LIGHT PRE -WIRE SAF (3-TYP.) i �U/C GFCI FOR � DISPOSAL & LOW -- _��! GFI - - — -GFI- - — — GFI LOW Q[ - - - -- �: LOW 42" �� AF EXTRA - DUTY AF IGFI GFI GFI GF17 A42 42 � i I - _J_ W.I'. GI -I OUTLET GFI @ BOX GARAGE CLG. First Floor Electrical Plar SCALE: 1/8" = T-0" (11x17) 1/4" = T-0" (22x34) OPTIONAL OVERHEAD SERVER DSAME AS UNDERGROUND 200 AMP SERVICE METER UNDERGROUND SERVICE BY POWER CO. AMP MAIN DISC. TYP. ELECTRICAL PANEL (20 CIRCUITS) 4/0 SCR AL. #2 -GROUND TO (2) 5/8" RODS (6' APART) ALSO SERVICE TO BE BONDED TO FOOTING STEEL NEMA 3 SEE FLOOR PLAN FOR FUSE SIZE A/C DISC. #14 COPPER TO LIGHTS AND OUTLETS #10 COPPER TO WATER HEATER #8 COPPER TO RANGE #8 TO A/C NOTE: ALL ELECTRICAL WORK AND MATERIAL PROVIDED SHALL COMPLY WITH THE FLORIDA BUILDING CODE. (2017) THE ABOVE ELECTRICAL LAYOUT IS FOR BID PURPOSE ONLY. GENERNAIL NOTES KEY: WALL SCONCE CHANDELIER WP .1 - 1. BUILDER TO VERIFY EXACT LOCATION OF FLOOR FLUSH MOUNT FLUORESCENT LIGHT GF_I_! GROUND FAULT INTERRUPT g - �To LIGHTS �= "ABV.Ell 3 -WAY SWITCH ® DIMMER SWITCH TELEPHONE JACK � I ---- �-� ------------------------------ FLUORESCENT LIGHT ARC FAULT PROTECTION 3. ALL 15A AND 20A 120V BRANCH CIRCUITS WILL BE 00 CHIME DOOR BELL / GARAGE DOOR SWITCH kE L= DISCONNECT SWITCH ® ELECTRICAL METER AFCI PROTECTED. W Lj Q < ,4 \\ 18-0371 GFI - GFI =n O AS NOTED GFCI PROTECTED. z 5. ALL GARAGE BAYS WILL HAVE DEDICATED GFCI JML & JFT zU OUTLET. 7' T ' rC c i I - _J_ W.I'. GI -I OUTLET GFI @ BOX GARAGE CLG. First Floor Electrical Plar SCALE: 1/8" = T-0" (11x17) 1/4" = T-0" (22x34) OPTIONAL OVERHEAD SERVER DSAME AS UNDERGROUND 200 AMP SERVICE METER UNDERGROUND SERVICE BY POWER CO. AMP MAIN DISC. TYP. ELECTRICAL PANEL (20 CIRCUITS) 4/0 SCR AL. #2 -GROUND TO (2) 5/8" RODS (6' APART) ALSO SERVICE TO BE BONDED TO FOOTING STEEL NEMA 3 SEE FLOOR PLAN FOR FUSE SIZE A/C DISC. #14 COPPER TO LIGHTS AND OUTLETS #10 COPPER TO WATER HEATER #8 COPPER TO RANGE #8 TO A/C NOTE: ALL ELECTRICAL WORK AND MATERIAL PROVIDED SHALL COMPLY WITH THE FLORIDA BUILDING CODE. (2017) THE ABOVE ELECTRICAL LAYOUT IS FOR BID PURPOSE ONLY. GENERNAIL NOTES KEY: WALL SCONCE CHANDELIER WP WATER PROOF RECEPTACLE - 1. BUILDER TO VERIFY EXACT LOCATION OF FLOOR FLUSH MOUNT FLUORESCENT LIGHT GF_I_! GROUND FAULT INTERRUPT g OUTLETS IN FIELD. 3 -WAY SWITCH ® DIMMER SWITCH TELEPHONE JACK 2. ALL OUTLETS ARE TO BE AFCI PROTECTED. CABLEJACK PRE -WIRE GARAGE DOOR OPENER ---- �-� ------------------------------ FLUORESCENT LIGHT ARC FAULT PROTECTION 3. ALL 15A AND 20A 120V BRANCH CIRCUITS WILL BE 00 CHIME DOOR BELL / GARAGE DOOR SWITCH kE L= DISCONNECT SWITCH ® ELECTRICAL METER AFCI PROTECTED. W Lj Q < 4. ALL 15A AND 20A 120V BRANCH CIRCUITS 18-0371 LOCATED IN THE GARAGE AND LAUNDRY WILL BE =n O AS NOTED GFCI PROTECTED. z 5. ALL GARAGE BAYS WILL HAVE DEDICATED GFCI JML & JFT zU OUTLET. c 6. ALL OUTLETS LOCATED IN THE KITCHEN AND BATHROOMS ARE TO BE GFCI PROTECTED. 7. DW. AND GARBAGE DISPOSAL ARE TO BE GFCI =j o PROTECTED. 0 8. EXCEPTIONS TO THE GFCI STIPULATION WILL BE z � ALLOWED ONLY IF ALLOWED PER CURRENT NFPA / NEC. cn ®®�®'`J'� 9. OUTLETS LOCATED IN THE LAUNDRY ARE TO BE®•° oQ GFCI AND AFCI PROTECTED. LL 4. a° co z o e do T 0 0 �• 10. OUTLETS LOCATED WITHIN 6'-0" OF A WET AREA � ARE TO BE GFCI PROTECTED. zo Q 0-0 y all J rto 11. ALL OUTLETS OVER COUNTERTOPS TO BE 42"®��°°•°°�©°, ° (� A.F.F. (U.N.0.). Id wz ��s sees -0 m Ln 12. ALL SMOKE/CARBON MONOXIDE DETECTORS ARE TO BE HARD WIRED, INTERCONNECTED AND O �U AFCI PROTECTED. 13. 8'-0" HEIGHT VANITY LIGHTS IN MASTER d n o 'i BATHROOM AND T-0" IN ALL OTHER BATHROOMS. O ® O = z fl- > N cD � NOTES: N M O C • THIS DIAGRAMMATIC PLAN IS INTENDED TO -0 C N SHOW LIGHTING AND CONVENIENCE OUTLETS �¢ N J 6 ONLY. IT IS THE ELECTRICAL CONTRACTORS LL C W RESPONSIBILITY TO VERIFY THE REQUIREMENTr— ® m U r�r AND LOCATIONS OF ALL ELECTRICAL Z� Q O EQUIPMENT, (INCLUDING KITCHEN EQUIPMENT)Q .Q AND PROVIDE AND INSTALL COMPLETE (0 ELECTRICAL SERVICE AS REQUIRED PER NFPA, (/)N O NEC, FBC CODES AND ALL REIGNING 4-J O CO ,-. r_ MUNICIPALITY CODES, STANDARDS AND � I^ O .� ORDINANCES. L O C:) E �w • LOCATION OF FIXTURES AND / OR OUTLETS ARE O E SUGGESTED LOCATIONS AND MEET MOST LOCAL � m @ CODE REQUIREMENTS. ADDITIONS OR 00 = LL ADJUSTMENTS MAY BE MADE BETWEEN THE OWNER AND BUILDER IN THE FIELD. w • ALL ELECTRICAL WORK AND APPLIANCES ARE INAM V)z FULL COMPLIANCE WITH N.F.P.A., N.E.C., F.B.C. w z 6TH EDITION (2017) RESIDENTIAL, AND ALL g APPLICABLE LOCAL STANDARDS, CODES, AND E ORDINANCES. 0 w • VARIOUS SYMBOLS ON ELECTRICAL LEGEND W MAY OR MAY NOT BE USED ON THIS PLAN. p vi w w fuj U D O ELECTRICAL K Y: 0 c o Y LJ � -( }- CEILING MOUNTED LIGHTLLJ o PULL CHAIN LIGHT o L YAC = � RECESSED LIGHT Q00 u E ----= I ---O WALL MOUNTED LIGHT L'i� _0 4-J U - - -- WALL WASH RECESSED o 0 Z O DUPLEX RECEPTACLEQ u_j rn M 220 V RECEPTACLE Q w ul m 112 HOT 1/2 SWITCHED -LJ p S.D. SMOKE DETECTOR C.M.S.D. CARBON MONOXIDE / SMOKE DETECTOR CEILING FAN WALL SCONCE CHANDELIER WP WATER PROOF RECEPTACLE - FLOOR RECEPTACLE PRE -WIRE FOR CLG. FAN t FLUSH MOUNT FLUORESCENT LIGHT GF_I_! GROUND FAULT INTERRUPT g _ WALL SWITCH 3 -WAY SWITCH ® DIMMER SWITCH TELEPHONE JACK N ® CABLEJACK PRE -WIRE GARAGE DOOR OPENER ---- �-� ------------------------------ FLUORESCENT LIGHT ARC FAULT PROTECTION r ELECTRICAL PANEL 00 CHIME DOOR BELL / GARAGE DOOR SWITCH kE L= DISCONNECT SWITCH ® ELECTRICAL METER S.D. SMOKE DETECTOR C.M.S.D. CARBON MONOXIDE / SMOKE DETECTOR CEILING FAN z WALL SCONCE CHANDELIER + SPOT LIGHT FLUSH MOUNT FLUORESCENT LIGHT KA FAN / LIGHT COMBINATION g GARBAGE DISPOSAL MOTOR o ® SPEAKER dO T JUNCTION BOX - - -- ----- 0 L.V. LOW VOLTAGE V.P. VAPOR PROOF w ARC FAULT PROTECTION z az - ISSUE DATE ! - -- ---- 08/02/2018 o ---- 00 REVISIONS w T - - T wa W Lj Q < PROJECT: 18-0371 z =n O AS NOTED z DRAWN BY: JML & JFT zU c =j o 0 O z � cn (U oQ o zo Q 0-0 t Id wz Qrj -0 m Ln azo O �U d n o 'i O = z fl- > N cD � > O C -0 C N 0 �¢ oma, Q W in ® m U r�r Q O Z W Mato �w oQ �ry -o z W rY J i u O ELECTRICAL LAYOUT 07 t t t I t t I t t I LLJ_LLJ - ISSUE DATE ! - -- ---- 08/02/2018 o ---- 00 REVISIONS T - - T W Lj Q < PROJECT: 18-0371 z SCALE: AS NOTED z DRAWN BY: JML & JFT ELECTRICAL LAYOUT 07 t t t I t t I t t I (OPT) 4 RECESS LIGHTS (OPT) PRE -WIRE CLG. FAN/LITE I 'I S.D,, AO h '7� -- (OPT) PRE -WIRE ! P. 42" E ,\ OPTIONAL OVERHEAD SERVER SAME AS UNDERGROUND ' 200 AMP SERVICE METER UNDERGROUND SERVICE BY POWER CO. AMP MAIN DISC. TYP. ELECTRICAL PANEL (20 CIRCUITS) 4/0 SCR AL. #2 -GROUND TO (2) 5/8" RODS (6' APART) ALSO SERVICE TO BE BONDED TO FOOTING STEEL NEMA 3 SEE FLOOR PLAN FOR FUSE SIZE A/C DISC. #14 COPPER TO LIGHTS AND OUTLETS #10 COPPER TO WATER HEATER #8 COPPER TO RANGE #8 TO A/C NOTE: ALL ELECTRICAL WORK AND MATERIAL PROVIDED SHALL COMPLY WITH THE FLORIDA BUILDING CODE. (2017) THE ABOVE ELECTRICAL LAYOUT IS FOR BID PURPOSE ONLY. 200 AMP ELECTRICAL RISER (OPT) PRE -WIRE F CLG. FAN/LITEAF I CLG. FAN/LITE AF A F 1 CAS D� i ti AFOS®: F i AF ti - - - - i �I 'Y 6F - IR 42' 42"�,�{�, L_ _ �GFW{IX = { TO SWITCH BELQW I�. Q E AF !-- — - Secu, id Flue -%or Electrical Plan (Opt. Master Bath) SCALE: 1/8" = T-0" (11x17) 1/4" = TV (22x34) 1. BUILDER TO VERIFY EXACT LOCATION OF FLOOR OUTLETS IN FIELD. 2. ALL OUTLETS ARE TO BE AFCI PROTECTED. 3. ALL 15A AND 20A 120V BRANCH CIRCUITS WILL BE AFCIPROTECTED. 4. ALL 15A AND 20A 120V BRANCH CIRCUITS LOCATED IN THE GARAGE AND LAUNDRY WILL BE GFCIPROTECTED. 5. ALL GARAGE BAYS WILL HAVE DEDICATED GFCI OUTLET. 6. ALL OUTLETS LOCATED IN THE KITCHEN AND BATHROOMS ARE TO BE GFCI PROTECTED. 7. DW. AND GARBAGE DISPOSAL ARE TO BE GFCI PROTECTED. 8. EXCEPTIONS TO THE GFCI STIPULATION WILL BE ALLOWED ONLY IF ALLOWED PER CURRENT NFPA / NEC. 9. OUTLETS LOCATED IN THE LAUNDRY ARE TO BE GFCI AND AFCI PROTECTED. 10. OUTLETS LOCATED WITHIN 6-0" OF A WET AREA ARE TO BE GFCI PROTECTED. 11. ALL OUTLETS OVER COUNTERTOPS TO BE 42" A.F.F. (U.N.0.). 12. ALL SMOKE/CARBON MONOXIDE DETECTORS ARE TO BE HARD WIRED, INTERCONNECTED AND AFCIPROTECTED. 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. 1 CEILING MOUNTED LIGHT I PULL CHAIN LIGHT PC RECESSED LIGHT o WALL MOUNTED LIGHT {® E AF !-- — - Secu, id Flue -%or Electrical Plan (Opt. Master Bath) SCALE: 1/8" = T-0" (11x17) 1/4" = TV (22x34) 1. BUILDER TO VERIFY EXACT LOCATION OF FLOOR OUTLETS IN FIELD. 2. ALL OUTLETS ARE TO BE AFCI PROTECTED. 3. ALL 15A AND 20A 120V BRANCH CIRCUITS WILL BE AFCIPROTECTED. 4. ALL 15A AND 20A 120V BRANCH CIRCUITS LOCATED IN THE GARAGE AND LAUNDRY WILL BE GFCIPROTECTED. 5. ALL GARAGE BAYS WILL HAVE DEDICATED GFCI OUTLET. 6. ALL OUTLETS LOCATED IN THE KITCHEN AND BATHROOMS ARE TO BE GFCI PROTECTED. 7. DW. AND GARBAGE DISPOSAL ARE TO BE GFCI PROTECTED. 8. EXCEPTIONS TO THE GFCI STIPULATION WILL BE ALLOWED ONLY IF ALLOWED PER CURRENT NFPA / NEC. 9. OUTLETS LOCATED IN THE LAUNDRY ARE TO BE GFCI AND AFCI PROTECTED. 10. OUTLETS LOCATED WITHIN 6-0" OF A WET AREA ARE TO BE GFCI PROTECTED. 11. ALL OUTLETS OVER COUNTERTOPS TO BE 42" A.F.F. (U.N.0.). 12. ALL SMOKE/CARBON MONOXIDE DETECTORS ARE TO BE HARD WIRED, INTERCONNECTED AND AFCIPROTECTED. 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. 1 CEILING MOUNTED LIGHT I PULL CHAIN LIGHT PC SMOKE DETECTOR C.M.S.D. CARBON MONOXIDE / SMOKE DETECTOR n CEILING FAN I I RECESSED LIGHT o WALL MOUNTED LIGHT {® WALL WASH RECESSED CABLE JACK DUPLEX RECEPTACLE PRE -WIRE GARAGE DOOR OPENER 220 V RECEPTACLE -4� 1/2 HOT, 1/2 SWITCHED AWP WATER PROOF RECEPTACLE I FLOOR RECEPTACLE L0 ® PRE -WIRE FOR CLG. FAN �GFI GROUND FAULT INTERRUPT n WALL SWITCH SMOKE DETECTOR C.M.S.D. CARBON MONOXIDE / SMOKE DETECTOR n CEILING FAN I I 3 -WAY SWITCH -----_ - -------- o DIMMER SWITCH {® TELEPHONE JACK CABLE JACK ® PRE -WIRE GARAGE DOOR OPENER - GARBAGE DISPOSAL MOTOR FLUORESCENT LIGHT ELECTRICAL PANEL SPEAKER 070 CHIME__ -- I DOOR BELL / GARAGE DOOR SWITCH DISCONNECT SWITCH L0 ® ELECTRICAL METER SMOKE DETECTOR C.M.S.D. CARBON MONOXIDE / SMOKE DETECTOR n CEILING FAN I I J O WALL SCONCE CHANDELIER SPOT LIGHT FLUSH MOUNT FLUORESCENT LIGHT ®--- FAN / LIGHT COMBINATION E - GARBAGE DISPOSAL MOTOR ® SPEAKER O --------------- JUNCTION BOX L.V. LOW VOLTAGE - -- -- V.P. VAPOR PROOF A.F. ARC FAULT PROTECTION J O w �j CY w ■� o= s �I ?u Co n Cn, Lj — O �- il j:> ''O Oo > > 'j X il ix ® E M Co 0 O 0 o J =3 O Cm J Z C/7 ' N Q Z 0 O t� O N <( LL Oj =o (n CNO Cfl 0 o N i- m cV o .(? d U -0 d Lr) ¢ ® E /^ _ u 0 (n ra L0 tai X z� 0 (b Q C].... LL d' nLLJ �w .2'% V) a) z z. Ln -� z g -0 v a > w CD � E Lu z L C �Q o,1, 0 (9 C:® w Ln 0 a. w Li 0 U i_ ------ ---- ---- - - - -- - Q wcR n O d U Ld m O m� � '_ � Y_00 u 2 M Q LQ) cn W rp 2- (ll 2 _j J O w �j CY �V ■� o= ?u Co n Cn, Lj — >w il j:> Oo > > 'j X il ix O M �w O o J J Z Q Z -{..J O n =o (n o i- J O w 7 �V o= ?u D� U Q n -o fz — >w il j:> Oo > > O 0 O Q fu -{..J O (n o i- m cV .r d U -0 CO N M Lr) ¢ /^ _ 0 (n ra O z� 0 d' nLLJ .2'% 0 z. Ln 0- > -0 v �(D > w CD L C �Q o,1, <C C:® w Ln 0 a. -)m J O w 7 o= ?u D� U Q -o fz >w j:> Oo >- Q LMIJ _ -- -- uj ISSUE DATE 08/02/2018 no ------ - - --- -- 0 0 _ _ REVISIONS LJ LLj < PROJECT: 18-0371 Y >- SCALE: AS NOTED z DRAWN BY: JML & JFT 9 DESIGNED BY: MJS 0 ELECTRICAL LAYOUT z O 08.2 S I s I I S s I I 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. 4. PLACE 1/4" SHIMS AT SILL CORNERS AND SET WINDOW INTO SHIMS. CENTER THE WINDOW IN THE OPENING ALLOWING A 1/4" GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE. WHEN INSTALLATION IS COMPLETE, THESE SHIMS MAY BE REMOVED. 5. INSTALL FASTENERS (STRAIGHT, NOT ANGLED) IN EVERY OTHER FASTENER SLOT STARTING AT THE MIDDLE OF THE WINDOW. FASTENER MUST BE EMBEDDED INTO SOLID WOOD A MINIMUM OF 111. KEEP WINDOW LOCKED UNTIL ALL SIDES ARE SECURED. 6. CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT USED. 7. CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. 8. INSULATE AROUND PERIMETER WITH BATT TYPE INSULATION. DO NOT USE EXPANDABLE FOAM. THE USE OF EXPANDABLE FOAM WILL VOID WARRANTY. 9. FOR ANY INSTALLATION FINISHED WITH BRICK OR STONE, ALLOW 1/4" GAP AT SILL BETWEEN STRUCTURE AND WINDOW. THEN, CAULK THIS GAP. 10. CAULK GAP BETWEEN INSTALLED WINDOW EXTERIOR PERIMETER AND J -CHANNEL (OR BRICK OR OTHER EXTERIOR FINISHING MATERIAL WHICH SURROUNDS WINDOW). • APPLY BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER ALL OF ROUGH OPENING. • SET WINDOW UNIT. • APPLY 2ND BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER NAILING FIN AND BLDG PAPER. • APPLY SIDE STRIPS OF SELF-ADHESIVE TYPE FLASHING. • APPLY TOP PIECE OF SELF-ADHESIVE TYPE FLASHING. fora-%# a SELF-ADHESIVE TYPE FLASHING IS A GENERIC TERM. SEE SPECIFICATIONS FOR MATERIAL TO BE USED IMPORTANT: IT IS THE RESPONSIBILITY OF THE OWNER OR BUILDER TO SELECT PRODUCTS IN COMPLIANCE WITH APPLICABLE LAWS AND BUILDING CODES. DO NOT USE MURIATIC ACID ON HOMES AFTER INSTALLING THIS WINDOW. THE ACID MAY DESTROY THE COIL SPRING BALANCE SYSTEM. WINDOWS WILL NOT BE UNDER 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. L WIND`00 FLASHING DETAILS CONCRETI HEADER 0 LINTEL PC EXP. S PCANCHO STRIP GLS. BLK. PC PANEL REINFOR. SEALANT PC ANCHO EXP. BOL PER ANCH MORTAR ASPHALT EMULSION CONC. BLC WALL EXTERIOR PANEL ANCHOR CONSTRUCTION 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. EXPANSION STRIPS (BOTTOM): MADE OF WHITE POLYETHYLENE, ARE INSERTED AT THE HEAD AND THE STRIPS REPLACE MORTAR AT THESE POINTS TO CUSHION THE GLASS BLOCK AND ALLOW THE PANEL TO EXPAND & CONTRACT FREELY. FOR METAL CHANNEL OR MASONRY CHASE CONSTRUCTION, PC EXPANSION STRIPS ARE AVAILABLE " THICK X 4" WIDE X 24" LONG. FOR PANEL ANCHOR CONSTRUCTION, STD. 4" WIDE STRIPS ARE EASILY CUT TO 3" WIDTH, FOR 3]" "PREMIERE" SERIES BLK., AND TO 21" WIDTH, FOR 32 "THINLINE" SERIES BLOCK. 6 I GLASS BLuf"Cr\ DETAILS 15# FELT DRAINAGE PLANE WOOD BASED EXTERIOR SHEATHING- OSB 718" NOMINAL STUCCO THICKNESS PAPERBACKLATH PEEL AND STICK TAPE METAL OR PLASTIC EXPANSION JOINT DRAINAGE PLANE OVERLAP CONTROL BEAD FLASHING AND MEMBRANE STRIP OVER WOOD FRAME / MASONRY CONNECTION. MEMBRANE STRIP COVERING WOOD FRAME INTERSECTION UNDER EXPANSION JOIN EQUAL TO PROTECTO WRAP BT-20XL-9" WIDE, TO EXTEND 2" BELOW THE CMU 1/2" NOMINAL CEMENTITIOUS FINISH SCALE: N.T.S. SCALE: N.0 201STUC=NCO B`ND BREAK/FLASHING SCALE: 3° = 1'-0° DETAIL CHIMNEY HEIGHT 24" ABOVE ROOF WITHIN 10' PRE -FAB CAP OVER CHIMNEY 1/2" PLYWOOD EXT'R. SHEATHING! ALL AROUND NAILED 8d @ 6 & 12 I 2x4 BLOCKING FIRE BLOCKING METAL FIRE BLOCKING AROUND FLUE LINER — f1rGP�l PRE -FAB FIRE BOX UAMPER 18" NON-COMBUSTABLE MATERIAL FOR HEARTH DPL/R TYP. 7/8" STUCCO OVER PAPER BACK WIRE MESH U.N.O. GALV. L -FLASHING 2x4 BLOCKING TRUSS @ 24" O.C. TRUSS @ 24" O.C. i ISI I< 2x4 BLOCKING I i Ili 2x4 #2 SPF OR #3 SYP STUDS @16 O.C. FOUNDATION UI 1ncoi nvnncnrr MCo r7of' ROOF C ROt 15/32" C.1 ROOF UI 2x's @ 2� AT WHEN C CI IFLASHING DETAIL ® � 3 onan®ono a+l ®cl� o o®�: � o$ seas P ,� CD �- 0 Q 0 ® (D M O U (D vi E< Ow Z w� cn C0 0) (n m� z M ti r� I N c: � o Q�6'°'E U) o �� u (� d O n N �-. E E C ti CD _N i- oc z N E O E J .1 u_ pL cu ... X '0 0o Q 0_ IL z U) on N1 l� i z : <x E � z g to Q J a) E a 4� M 0 U) o 17- a w O o0 w Z) W U O w 4-J v 0 z Qo Z a" z V¢ wm �o V) zV) c� w� oD o� z= Q w� n zo 4 qT O --j w >_ cz T Q co w =z ocn �cn �¢ O w �m a� zu O� �< Q �r,- ro �77 w �w ]_,j�> w 0 �Q -r ui m� w� T, Co Li = 00 2 0 N - 0 Q 0 (D w� flo O E< Ow �- w� cn Q) m� z M r� I o U) o �� u (� d C n � � E E M Q n /) ro 2 Q1 z N r q J .1 u_ pL Crn '0 > z o on l� i : <x E n to Q J 4� M o w 4-J v 0 z Qo Z a" z V¢ wm �o V) zV) c� w� oD o� z= Q w� n zo 4 qT O --j w >_ cz T Q co w =z ocn �cn �¢ O w �m a� zu O� �< Q �r,- ro �77 w �w ]_,j�> w 0 �Q -r ui m� w� T, Co Li = 00 2 0 N ISSUE DATE 08/02/2018 REVISIONS PROJECT: 18-0371 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS DETAILS i t 0 0 N flo O �- cn o M r� o r� u Ln • 1 L% pL O o Q w O o5.. ISSUE DATE 08/02/2018 REVISIONS PROJECT: 18-0371 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS DETAILS i t GENERAL NOTES FOUNDATIONS SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY 2000 PSF TERMITE TREATMENT REFER TO SECTION R318 PROTECTION AGAINST TERMITES, OF THE FLORIDA BUILDING CODE - RESIDENTIAL CURRENT EDITION, FOR FULL LIST OF REQUIREMENTS CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60 MIN. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 30" LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 1/3 OF THE SLAB. BOLTS AND THREADED RODS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MASONRY WALL CONSTRUCTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (fm = 1900 PSI) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT AND GRADE 60 STEEL. REINFORCEMENT SHALL BE PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERTICALLY. TIES TO THE FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR POSITIONERS IN MIDDLE OF WALL 7. REINFORCING STEEL SHALL BE LAPPED MIN. 30" U.N.O. 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE CONSOLIDATION. WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE ANSI/AWC "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. LUMBER DENOTED AS SPF#2 OR SPF#1/#2 SHALL BE SPRUCE -PINE -FIR VISUALLY GRADED "No.1/No.2" BY NLGA, OR BETTER. 3. LUMBER DENOTED AS SYP#2 SHALL BE SOUTHERN YELLOW PINE OR "MIXED" SOUTHERN YELLOW PINE VISUALLY GRADED "No 2" BY SFIB, OR BETTER. 4. OTHER LUMBER SHALL BE VISUALLY GRADED "No. 2" OR BETTER, REGARDLESS OF SPECIES, U.N.O. ON FRAMING PLANS OR DETAILS. 5. ALL STRUCTURAL WOOD MEMBERS INCLUDING EXTERIOR FRAME WALLS, BEARING WALLS, SHEAR WALLS, AND MISC. MEMEBERS (I.E. BLOCKING OR GABLE END BRACING) SHALL BE SPF#2 OR BETTER U.N.O.. 6. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.Q.R. TO REVIEW IF INSTALLED. 7. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 8. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 9. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 10. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 11. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 12. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED IN ACCORDANCE WITH THE LATEST EDITION OF THE AWPA U1 STANDARD. 13. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 14. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS ENGINEERED LUMBER 1. ENGINEERED LUMBER PRODUCTS SHALL CONFORM TO THE CURRENT EDITION OF THE ANSI/AWC NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS). 2. ENGINEERED LUMBER SHALL BE EITHER STRUCTURAL COMPOSITE LUMBER AS DEFINED NDS SECTION 8.1 (INCLUDING LVL, PSL, AND LSL LUMBER) 3. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS STUD E = 1,700,000 Ib/int U.N.O. E = 2,000,000 Ib/int U.N.O. E = 1,500,000 Ib/int U.N.O. Fb =2650 Fb =3000 Fb =2200 Ft = 1650 Ft = 1700 Ft = 1500 Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 Fc 450 Fc 900 Fc1=450 Fv = 285 Fv = 285 Fv = 150 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING U.N.O. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. MEANS AND METHODS CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. I UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE C OR. THE STRUCTURE SUS ERECTED & TRUSS / FRAME MEMBERS ARE CONNECTED PROPERLY PER APPROVED FRAMING PLANS / DETAILS ALONG W/ CONNECTOR & COMPONENT MANUFACTURERS' SPECIFICATIONS. UNTIL SUCH TIME, TEMPORARY BRACING & SHORING OF WALLS AND FRAME MEMBERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH (12.7MM) GYPSUM BOARD. METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF PRESSURE TREATED WOOD SUCH THAT THEY MEET THE REQUIREMENTS OF ASTM F1667 PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF ANSI TPI 1. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON PLANS 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. TRUSS DESIGN LOADS: TOP CHORD: Lr = 16 PSF DL = 7 PSF (SHINGLE TYPE ROOF COVER) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) DL = 14 PSF (TRUSS OVERBUILD) BOTTOM CHORD: DL = 5 PSF MINIMUM FLOOR DESIGN LIVE LOADS: A) FLOORS = 40 PSF B) BALCONIES= 60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) C) DECKS = 40 PSF D) STAIRS = 40 PSF E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. MINIMUM FLOOR DESIGN DEAD LOADS: A) FLOORS = 15 PSF B)BALCONIES = 15 PSF GENERAL LOADING: ATTIC WITHOUT STORAGE = 10 PSF ATTIC WITH LIMITED STORAGE = 20 PSF GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF GUARDRAILS IN -FILL COMPONENTS = 50 PSF GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS -ADDIT'L BRACING & BLOCKING PER BCSIA & TRUSS MANUFACTURER'S DWGS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) 12d TOENAILS EACH END. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-133. ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-133). -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-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 BLOCKAFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCKAFFECTED ON EA.SIDE OFJ OINT. PROVIDE 1 O #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. "*EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. STRUCTURALSTEEL 1. MATERIAL SPECS. WIDE LANCE SECTIONS: F ASTM A992 GRADE 36 Y F =36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE 3/6" UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION, 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 140 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION EFFECTIVE z� Q d (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) 120 (-) VALUE DENOTES SUCTION AREA O4 O (+) 21.2 (+) 21.2 10 (-) 22.9 (-) 28.3 (+) 20.2 (+) 20.2 20 (-) 22.0 (-) 26.4 (+) 19.0 (+) 19.0 50 (-) 20.8(-) 23.9 100 (+) 18.0 (+) 18.0 (-) 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16-0" x T-0" (+) 18.4 + 7. (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 4 4 ��5� 5�'' �5 Pa . 1' 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. V FBI * WiN A� �KM SCq SHEET TITLE FOUNDATIONSTRUCTURAL NOTES -DOWELPLACEMENT FOUNDATION FOUNDATION DETAILS LINTEL PLAN NOTES--& -CONNECTOR S r ■ OFRAMING A GENERAL DETAILS GENERAL DETAILS GENERAL DETAILS GENERAL DETAILS •STORY_9ETAILS______ TWO STORY DETAI LS • STORY DESCRIPTION 1 110/21/2016 I CREATED ELEV. A, B, C & OPTION BEDROOM#5 2 1 3/10/2017 1 UPDATED FOR GRADE 60 STEEL & SHEET NUMBERING 3 9/22/2017 REVISED STAIR FROM AN 'L' SHAPE TO A STRAIGHT RUN FOR ELEVATAIONS A, B, & C STANDARD 4 12/6/2017 UPDATED ELEV A W/ MASTER TRAY & B W/ MASTER TRAY FRAME WALK REVISIONS PER WP -13 & WP -15 UPDATED ELEV C W/ MASTER TRAY PER FRAME WALK REVISIONS 5 4/27/2018 WP -154 & PLANS HAVE BEEEN UPDATED TO MEET F.B.C. 6TH EDITION (2017) RESIDENTIAL 6 7/3/2018 ADDED ELEV A STD (NO TRAY) & UPDATED ELEV A FRAME WALK REVSIONS PER WP -118 NIZI X• COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. J Q z w 0 W (D N z O -11 r cfl w 0 O U c� z 0 J D m O W r LL O U) z O O a a W z O J J Q s F - 3: W III J w 0 U 0 z Q W r a U LL. O U) z O U) O tY d 0 W co O w c� z 0 O J 0 z_ W z r z U T r O r 0 W z (7 CD W 0 U) I I I t I t t t t �Cj9��o�a�ao� �/�/d°°d®� Z ���•� � ry e r LL © ` �0 z V a h a z� Q d 7 120 I- I) Z O 1- U W W Uo z a� o z 4 8 z o z 0 U z Jd� Z o� gCO z r- WUr-W T h © J d7 :D "t O 06 J Q Or)cli (� WZ0co Z QOJLL.(° vi J0Urp>=o 0 O cl� d' V zozzwZ E i- OzrwYO W 10 Awk Vwk U�Q�Jw W =r^ Z O Lo co Vl a O O zLj� d W W 0LUpe. _j W W W l 0. C � W ® W 00 >. ry 0- N BLDG DESIGN: --- STRUCTURAL ENG: CNS DRAFTING: ------------ -DESIGN: --- -STRUCT: TNA QC CHECK: CC JOB No. PSQ-2180199 SCALE: AS INDICATED DATE: 08/09/18 S All I I I t I t t t t 119 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. Z 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. MF01 S3 MF01 S3 I. 28'-8" I MF01 S3 9 C� H U- 0 v/ OD 00 co Co co 0 O �n Lo jr-liq qlgii; , "'An 1/4"=11-011 0111 Ilk I by, In, I I • 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE 16-8" (2 -STORY FTG) 12'-0" 0 C PAD MF01 11'-4" 8" PLACED AT MIDDLE OR UPPER 1/3 OF SLAB DEPTH OVER 6 MIL. VAPOR AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, J WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN YS3 CURRENT CODE EDITION). I. 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM W ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. m LAP SPLICES SHALL BE NO LESS THAN 30". U W 2.6 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. PAVERS 0 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. MF01 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE O I S3 I CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE L U THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR s USE ALTERNATE APPROVED METHOD. 1 F- BARS & 3" MIN. COVER TO EDGE OF CONC. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BYW 00 COMMUNITY & COUNTY CODES. 0 MIN (6)#5E.W. s H /\ LL 4� le M FOOTING STEP DOWN AND CORNER INFORMATION. MF1 O ® WAY MIN. 2" HORIZ. CLEARANCE BETWEEN S3 2 12. 0'4" FIN. FLR. 4B 0 4" THICK CONC. SLAB W/ FT .3 9> FIBERMESH. OVER 6 MIL VAPOR BARS & 3" MIN. COVER TO EDGE OF CONC. 13. BARRIER OVER COMPACTED FILL. 4.5 ry d COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS 00 54"x54"x24" dp w/#5's EQUALLY SPACED EA. FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE o N w /\ C ------� 5� O ® I --,---r- o00 I I I I OEI I I I 5.5 8'-6" 12'-10" 7'4" F06 S3 O II I II I H I II II ® n n --- ---- --- - ---- ------ C� THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS U F05 o BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 I \I I S3 v PSF. ® 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO 0 O DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE U STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND 0 z FOOTING SIZES PENDING DEPTH OF STEMWALL. co 15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE M 116-0-_ (2 -STORY FTG)F06F05MF1 HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE --- STOP--- LLJ CONTACT E.O.R. PRIOR TO CONSTRUCTION 16. ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTING = MF013 SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OF THE U FOOTING WILL BE MEASURED FROM THE LOWEST SLAB ELEVATION LS3 S3 181-8" MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION Z PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE O M El U) ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT O I 0 1- 00 W U 00 0 -PAVERS I D10 o 0 S2B El IM Ej El _ I -- o N 2 F02 S3 F13 S3 -21 II`MDO SD DO SD g" 8'-4" 1'-8" 16-0" 1._8.. 4" 9'-4" 19'-4" 28'-8" I MF01 S3 9 C� H U- 0 v/ OD 00 co Co co 0 O �n Lo jr-liq qlgii; , "'An 1/4"=11-011 0111 Ilk I by, In, I I • 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL LAPPED MIN. 6" AND SEALED. REFER TO FBC-R CURRENT EDITION 0 SECTION R506.2.3 FOR REQUIRED LOCATIONS SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE 2. PROVIDE 4" 250OPSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. PLACED AT MIDDLE OR UPPER 1/3 OF SLAB DEPTH OVER 6 MIL. VAPOR AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, J WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN Q CURRENT CODE EDITION). I. 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM W ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. m LAP SPLICES SHALL BE NO LESS THAN 30". U W <( 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. RECESSING DOOR SILLS. 0 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 0 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE O SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) t CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE o THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR s USE ALTERNATE APPROVED METHOD. U- BARS & 3" MIN. COVER TO EDGE OF CONC. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BYW W COMMUNITY & COUNTY CODES. 0 MIN (6)#5E.W. s H 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL 1A 0 24" SIDE @3" O.C. & MIN SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE (3) #5 PARALLEL TO 12" 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. 2O AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION MIN (7) # 5 E.W. J MIN (3) # 5 E.W. INSTRUCTIONS. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. MIN (4) # 5 E.W. m 9. NO WOOD STAKES PERMITTED IN FOUNDATION. <( 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 2.6 0 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED E2 O DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO 0 DETERMINE STEP LOCATIONS IF REQUIRED 3.5 U- BARS & 3" MIN. COVER TO EDGE OF CONC. W 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS MIN (6)#5E.W. s H /\ AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD 4� L. FOOTING STEP DOWN AND CORNER INFORMATION. O 4A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN U 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE 4B 0 SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH FT .3 9> PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION BARS & 3" MIN. COVER TO EDGE OF CONC. 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER 4.5 ry d COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS 54"x54"x24" dp w/#5's EQUALLY SPACED EA. FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE w /\ PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL 5� O CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO 66"x66"x16" dp w/#5's EQUALLY SPACED EA. 5.5 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 DETERMINED BY ASTM - D1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS U BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 w PSF. a 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO 0 O DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE U STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND 0 z FOOTING SIZES PENDING DEPTH OF STEMWALL. Q 15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE � HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE --- STOP--- LLJ CONTACT E.O.R. PRIOR TO CONSTRUCTION 16. ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTING = SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OF THE U FOOTING WILL BE MEASURED FROM THE LOWEST SLAB ELEVATION 0 MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION Z PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE O CONDITIONS AND/OR LOCATIONS. CONTRACTOR TO FIELD VERIFY U) ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT O REQUIREMENTS ARE MET. 0 FOOTING SCHEDULE W 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. MIN (2) # 5 E.W.I D fr- 12"x24"x12" dp w/ #5's EQUALLY SPACED EA. 1A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN 24" SIDE @3" O.C. & MIN BARS & 3" MIN. COVER TO EDGE OF CONC. (3) #5 PARALLEL TO 12" 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. 2O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. MIN (3) # 5 E.W. 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. MIN (4) # 5 E.W. 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. MIN (9) # 5 E.W. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6)#5E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. /\ 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. 4� WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. 48"x48"x16" dp w/ #5's EQUALLY SPACED EA. 4A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. 48"x48"x24" dp w/ #5's EQUALLY SPACED EA. 4B WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. 52"x52"x12" dp w/ #5's EQUALLY SPACED EA. .3 9> WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. 54"x54"x16" dp w/#5's EQUALLY SPACED EA. 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. 54"x54"x24" dp w/#5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. /\ 60"x60"x16" dp w/#5's EQUALLY SPACED EA. 5� WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. 66"x66"x16" dp w/#5's EQUALLY SPACED EA. 5.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. MIN (2) # 5 E.W.I D fr- COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. fit" j"J 111 111,111" 0 MIN (7) # 5 E.W. z 24" SIDE @3" O.C. & MIN co (3) #5 PARALLEL TO 12" U) SIDE 6" O.C. LO MIN (7) # 5 E.W. p MIN (3) # 5 E.W. O a U MIN (4) # 5 E.W. W y w H MIN (4) # 5 E.W. < U z MIN (5) # 5 E.W. w z Q F - MIN (5) # 5 E.W. O z U MIN (9) # 5 E.W. Q MIN (6)#5E.W. Z 0 w MIN (6) # 5 E.W. U 0 D COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. fit" j"J 111 111,111" 0 MIN (7) # 5 E.W. z co co 0z O W e f° � P t_C2 U MIN (7) # 5 E.W. p z 0 MIN (8) # 5 E.W. W y 0 MIN (7) # 5 E.W. < U z MIN (8) # 5 E.W. O F - MIN (9) # 5 E.W. 0w z O MIN (9) # 5 E.W. w 0 U W MIN (10) # 5 E.W. 0� D U D ry 1-- z z W 0 w U M I-- COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. fit" j"J 111 111,111" --- w TNA co co 0z PSQ-2180199 W e f° � P t_C2 U 0 -J 0 0 U) 0 LLI U 0 k ,0.� W O Z 0 {mss U . z dao z08J <ea Z ti --- CO w �- LJ J U ''�' w -J r o 0) r� JU V W O UCT j M .� ZQO-Ju�_.(O J--IO<~<��C)}o 0 �.- 5UNOQ"T M U) 0 3: 2 WC 0=zwz E �-' 0 z I-- 1 2 0 LLJU� 0 << 0-. LU = f-�0� U) z ® O o C _5 0 W < W Il= O_jw ss = W W 0 Ill. W L LJ OZ 00 ED IQ.. 111 �.. BLDG DESIGN: --- STRUCTURAL ENG: CNS DRAFTING: -DESIGN. --- -STRUCT: TNA QC CHECK: CC JOB No. PSQ-2180199 SCALE: AS INDICATED DATE: 08/09/18 I S S t I f 0 r- 0 00 00 9 C0 s 0 1,-8" 16'-0" � 1,-8" EI INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60#5 CONT. FTG. TO TIE BEAM (8--0" O.C. MAX U.N.O.) a INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60#5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT GRADE 60 #5 CONT. FT.G TO TIE BEAM. (1) # 5 @ TOP, BOTTOM &@24"O.C. VERTICALLY BETWEEN COLUMN & MAIN HOUSE CMU FILLED CELL (1) # 5 @ TOP, BOTTOM &@24"O.C. VERTICALLY BETWEEN COLUMN & MAIN HOUSE CMU 0 PLAN VIEW SECTION VIEW D10\ MASONRY COLUMN TIE IN (1) CONT. # 5 FROM TIE BEAM TO FOOTING MASONRY WALL REINFORCING PER PLAN (TYP). AR 0 11 61 _0 1/2"=V-0" 1/4"= 1 1-011 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. J Q z W 0 U) W 0 N i-- Z O F-- C) W W CL U O Q +0 a V o O ZO k U -.9p9A5�G� U Z o LIJ am U) W 0 ~ W 06JO07','t0-) U W z ZI—Z> Joo � QOJW(D to W LLJ f— U I-- 0° � JOQo>-o 0 �Q03:2E o Z p= Z W Z E f-- O 0Z —W'10 WUQQryJQ W Z �o� 0 L o 0 r Z 0 ® W W ®JW et a W Cl) � a. E-- cy — <C U C W i-- O 000 O BLDG DESIGN: --- STRUCTURAL ENG: CNS DRAFTING: -DESIGN: --- -STRUCT: TNA QC CHECK: CC JOB No. PSQ-2180199 AS INDICATED [SCALE: : 08/09/18 ■ G I S I s S I I BOND BEAM N FULLY 41. BOND BEAM IN FULLY SEE PLAN SPLICE TO BE MIN. 30" WHEN MONO DEPTH MASONRY WALL EXCEEDS 26". IF SEE PLAN DEPTH IS LESS THAN W A 26", THESE BARS ARE CONCRETE SLAB PER NOT REQUIRED FOUNDATION PLAN 26", THESE BARS ARE #3 STIRRUPS @ 1r, V NOT REQUIRED OD 11 GRADE MIN 5" MONO DEPTH 00 GRADE EXCEEDS 26", IF: VERIFY WITH DOOR DEPTHISLESS GRADE z THAN 26" 9 SLOPE REQUIRED RECESS ARE NOT REQ'D 4 n THRESHOLD PER MFR'S. Aj W/ 3" COVER TYP. CLEAN COMPACTED EXTEND SLAB OUT 1 1/2" AT MANUFACTURER'S FRONT ENTRY DOOR & GARAGE Of DENSITY ALL REINFORCEMENT SHALL FILL @ 95% STANDARD MAINTAIN 3" CLEAR TO WHERE 2ND STORY OCCURS, FTG GRADE AND 1-112" CLEAR TO SHALL BE V-4" WIDE W/(3) #5 BARS ANY FACE EXPOSED TO (2) #5 BARS CONT. FOUNDATION PLAN WHERE 2ND STORY OCCURS, FTG 411=0f\ TYPICAL EXTERIOR FOOTING 2x BRG WALL PER PLAN AND BEARING WALLSCHEDULE 2x P.T. BASE PLATE CLEAN COMPACTED FILL @ 95% STANDARD DENSITY N C6 SLAB PER 4. C8#SBARS CONT. NV 3" COVER TYP. | O^ | 8" WHERE 2ND STORY OCCURS, FTG SHALL BE V-8" WIDE W/(3) #5 BARS �/�(�T|�/� �T |�T���|(7� ��AR|W(� FOOTING ''"'^-^~^^'``^^~~~''-- 3/4"=1-O" �--��--� DRGRADE i8"PER FOOT AWAY FROM \ BUILDING \ �-- 1/2^FIBER EXPANSION AS REQUIRED EXTERIOR Fl(7/lR POURED SILL (1) #5 FROM FTG. TO MASONRY WALL BOND BEAM IN FULLY SEE PLAN GROUTED CELL. OPTIONAL CURB BY 44 A, BUILDER WHEN MONO DEPTH W A EXCEEDS 26". IF NOTE: AT FRENCH DEPTH IS LESS THAN < CONCRETE SLAB PER > 26", THESE BARS ARE DOOR LOCATIONS. 1r, V NOT REQUIRED OD 11 GRADE MIN 5" CONTRACTOR TO CONC. SLAB PER LOWEST STEP OF VERIFY WITH DOOR #3 STIRRUPS @ GRADE z MANUF. FOR CURB SLOPE REQUIRED RECESS EXCEEDS 26,11 IF 4 n THRESHOLD PER MFR'S. Aj SPECIFICATIONS THRESHOLD PER EXTEND SLAB OUT 1 1/2" AT MANUFACTURER'S FRONT ENTRY DOOR & GARAGE SPECIFICATIONS ENTRY SWING DOOR FILL @ 95% STANDARD co EL n CONC. SLAB PER O.C. WHEN MONO LIj (2) #5 BARS CONT. FOUNDATION PLAN WHERE 2ND STORY OCCURS, FTG GRADE AND 1-1/2" CLEAR TO W ANY FACE EXPOSED TO W WEATHER CL T��|�� ��������U����/��T|�J<� ^ .. .~~ 6FO2 GARAGE ^^�^_ ^^~^. `^. FOOTING \ TYPICAL . /^�/-"_ ARE NOT REO'D jj ��FM-� FOOTING @ SHOWER AT MASONRY m SEE FOUNDATION .4 PAD SIZE SLOPE 00 BLDG DESIGN: PER DOOR MANUFACTURER SLOPE EXT. SURFACE �--��--� DRGRADE i8"PER FOOT AWAY FROM \ BUILDING \ �-- 1/2^FIBER EXPANSION AS REQUIRED EXTERIOR Fl(7/lR POURED SILL (1) #5 FROM FTG. TO MASONRY WALL BOND BEAM IN FULLY SEE PLAN GROUTED CELL. OPTIONAL CURB BY 44 A, BUILDER WHEN MONO DEPTH W A EXCEEDS 26". IF IX I- DEPTH IS LESS THAN < CONCRETE SLAB PER > 26", THESE BARS ARE FOUNDATION PLAN 1r, V NOT REQUIRED OD 11 GRADE MIN 5" ~� .4~� ~m j CONC. SLAB PER LOWEST STEP OF BARS ATCORNER, (]R #3 STIRRUPS @ GRADE z FOUNDATION PLAN CURB MONO DEPTH 22, 00 EXCEEDS 26,11 IF 4 n DEPTH IS LES'S =00 Aj THAN 26" EXCEEDS 26". IF THESEIJANb TkWHEN ARE NOT REQ'D CLEAN COMPACTED W FILL @ 95% STANDARD (2) #5 BARS CONT. EL n NOT REQUIRED O.C. WHEN MONO ALL REINFORCEMENT SHALL (2) #5 BARS CONT. MAINTAIN 3" CLEAR TO WHERE 2ND STORY OCCURS, FTG GRADE AND 1-1/2" CLEAR TO SHALL BE V-4" WIDE W/(3) #5 BARS ANY FACE EXPOSED TO W WEATHER CL T��|�� ��������U����/��T|�J<� ^ .. .~~ 6FO2 GARAGE ^^�^_ ^^~^. `^. FOOTING \ TYPICAL . /^�/-"_ TIE BEAM SPLICE TO 7 BE MIN. 30" GROUT CELL SOLID SEE PLAN FOR SHOWER SIZE ALL FOUNDATION REINFORCEMENT SHALL MAINTAIN 3" CLEAR TO GRADE AND ALL OTHERS TO MAINTAIN 1-1/2" CLEAR TO ANY FACE EXPOSED TO WEATHER GARAGE ' --- TOP E8 @ CORNER rnmcS\4RPFR ---� 3/4"=11-O" FILLED CELL PER PLAN ��'� �����GARAGE WALL FOUNDATION PLAN BEYOND DRIVEWAY BY BUILDER- CONCRETE 41- r 11 OR PAVERS i co 00, CLEAN COMPACTED Ill- FILL @ 95% STANDARD DENSITY 8" x 8" THICKENED 4AUF13� THICKENED EDGE @ GARAGE DOOR |FBEARING WALL FOR SIZE AND BASE OPTIONAL CURB BY 44 ABOVE - WALL BUILDER TOP COURSE TO BE co CONC. SLAB PER ANCHOR TO HAVE MIN. REINFORCEMENT SEE FOUNDATION PLAN FOUNDATION PLAN �L 7" EMBEDMENT BELOW OD 11 GRADE MIN 5" ~� .4~� ~m j CONC. SLAB PER LOWEST STEP OF BARS ATCORNER, (]R 1�^ - '� _. Ce) FOUNDATION PLAN CURB �~ ^ . ^ � = zT * PERDETAIL K8OO8ON MONO DEPTH LINTEL PLAN EXCEEDS 26". IF BY TIE IN OR EPDXY TkWHEN DEPTH IS LESS THAN < W 26", THESE BARS ARE #3 STIRRUPS @ 48" — EL n NOT REQUIRED O.C. WHEN MONO co (2) #5 BARS CONT. DEPTH EXCEEDS 26", W/ 3" COVER TYP. IF DEPTH IS LESS 4 W THAN 2G"THESE BARS CL ARE NOT REO'D jj ��FM-� FOOTING @ SHOWER AT MASONRY GARAGE ' --- TOP E8 @ CORNER rnmcS\4RPFR ---� 3/4"=11-O" FILLED CELL PER PLAN ��'� �����GARAGE WALL FOUNDATION PLAN BEYOND DRIVEWAY BY BUILDER- CONCRETE 41- r 11 OR PAVERS i co 00, CLEAN COMPACTED Ill- FILL @ 95% STANDARD DENSITY 8" x 8" THICKENED 4AUF13� THICKENED EDGE @ GARAGE DOOR CLEAN COMPACTED FILL @0596STANDARD DENSITY �J<��-����|�[��|���T��[���/�J ^~`�'" `^^-^`' ~''"~^ SLAB STEP ^-' DOWN `' ` 3/4"=11-U" CONC. SLAB PER —] 8"x12" THICKENED FOUNDATION PLAN SLAB W/ (1) #5 CONT. GRADE 14 FMI I F CLEAN COMPACTED FILL @8596STANDARD DENSITY TA|�����N�Fl �Fl/�� ''"`~'^^-'"`-^�`-^^~~`- 3/4"=11-O" 8"C.M.U. FINISH PER FINISH FLOOR PENETRATING PIPE REFER TO FOUNDATION PLAN FOR CONT. FOUNDATION INFORMATION FOOTING PER PLAN PVC SLEEVE (FRONT VIEW) MAX 6" DIA. ""'`'""' EOR FOR ADDITIONAL REVIEW C | FOR ANY PIPE INSTALLED PARALLEL |UFOUNDATIONS ��|���� PARALLEL-F/� ��KJFl ^ '' ^- ' ~~ ' ' `^^ T��|�� �(�U�J��T|(�yJ���J�T��T|yl�J� TYPICAL ' '^�^`� ' `^~~'~�"`''~^'^ PENETRATIONS `''^-''- (2)#5BARSCONT.N8 ---/ \ �-- CLEAN COMPACTED 3''COVER TYP. FILL @Q596STANDARD DENSITY WHERE 2ND STORY OCCURS, FTG �N�O/� DOUBLE STEP FOOTING 3/4"=11-U" NOTE TO CONTRACTOR: ALL REINFORCEMENT SPECIFIED IN PLAN VERIFY W/ DETAILS FOR REQ'D FOUNDATION DETAILS SHALL TIE IN TO STEEL AT 2 STORY LOCATIONS ADJACENT MONO AND/OR STEM WALL - FOUNDATIONS AS SPECIFIED THIS DETAIL. K8|N 24" BEFORE z ANOTHER STEP4 4 VERIFY PLAN DETAILS� + U-1 m m-4 MAINTAINFOR REQUIRED #5 U) MEL11'. VERIFY PLAN DETAIL'S �-�-- BEND EACH CONT. #5 FOR REQUIRED #5 BAR ATSTEP DOWN, CONT. BARS. MAINTAIN ORINSTALL #5HOOK 3^COVER TYP. BARS FOR EACH CONT. BAR. LAP RE8ARPER DETAIL MDO8ON LINTEL PLAN AF09k TYPICAL STEP FOOTING [lE-FZ\|| CONC.8LABPER - FOUNDATION PLAN PVC SLEEVE MAX ---H 6" DIAMETER - / �6 | ---'8"CMU - FINISH PER ELEV. --- FINISH FLOOR F PENETRAT|N��EPIPE. MAX zy' FOOTING PER PLAN '�-- CLEAN COMPACTED FILL @85Y6STANDARD /S|FlE V|EVV\ DENSITY ?)#5x4'-0 BARS ENTERED AT PIPE PVC OR SCH40 SLEEVE 00 -FOUNDATION PLAN FOR CONT. SEE FDN. PLAN FOR FOUNDATION 1 --SIZE & REINF. It I- INFORMATION �|�� PERPENDICULAR T/� ��JFl ' " ^-' `-/^' ^-'"^�'~°^^^^^'^ '^^' '^`~ 3/4"=1-O" HOLD BRG WALL BACK 2x BRG WALL PER SO GYP FINISH IS PLAN AND BEARING FLUSH W/ WALLSCHEDULE FOUNDATION BELOW CONIC. SLAB PER FOUNDATION PLAN V) CD#5BARS CONT. NK 3'COVER TYP. V 11 - CLEAN COMPACTED FILL @0596STANDARD DENSITY WHERE 2ND STORY OCCURS, FTG SHALL BE T-8" WIDE W/(3) #5 BARS 4FO�---BEARING SLAB STEP DOWN 3/4"=1�0" VERIFY W/ DETAILS FOR REQ'D |FBEARING WALL FOR SIZE AND BASE 44 ABOVE - WALL TOP COURSE TO BE #5 CONT. ANCHOR TO HAVE MIN. REINFORCEMENT SEE FOUNDATION PLAN 7" EMBEDMENT BELOW FILLED SOLID MIN 5" ~� .4~� ~m j CONC. SLAB PER LOWEST STEP OF BARS ATCORNER, (]R 1�^ - '� _. Ce) FOUNDATION PLAN CURB �~ ^ . ^ � = zT * PERDETAIL K8OO8ON ~�=~��� ~= __� =~`~� � .A - ^^ ^ LINTEL PLAN 2 BY TIE IN OR EPDXY COVER TYP. \Z < W CONCRETE SLAB PER EL n > THICKENED EDGE co FOUNDATION PLAN FOOTING PER MFO8 1: 11111 THIS SHEET BEYOND 4 W CONC. SLAB OR CL PAVERS PER PLAN ITCH jj � � m SEE FOUNDATION .4 PAD SIZE - 4 00 BLDG DESIGN: -- FILL @ 95% STANDAR STRUCTURALENG: CNS DENSITY LU (1)#5BAR CONT. ----~ �(�| UyN� ���MT|W�� �� ��T�� [N��(�hJ�� COLUMN "F1 /^/ /mr`�^^^.".^. ~°~^^_~~.". FOOTING / "n^� �� ENTRY Lu -STRUCT: TNA CLEAN COMPACTED FILL @0596STANDARD DENSITY �J<��-����|�[��|���T��[���/�J ^~`�'" `^^-^`' ~''"~^ SLAB STEP ^-' DOWN `' ` 3/4"=11-U" CONC. SLAB PER —] 8"x12" THICKENED FOUNDATION PLAN SLAB W/ (1) #5 CONT. GRADE 14 FMI I F CLEAN COMPACTED FILL @8596STANDARD DENSITY TA|�����N�Fl �Fl/�� ''"`~'^^-'"`-^�`-^^~~`- 3/4"=11-O" 8"C.M.U. FINISH PER FINISH FLOOR PENETRATING PIPE REFER TO FOUNDATION PLAN FOR CONT. FOUNDATION INFORMATION FOOTING PER PLAN PVC SLEEVE (FRONT VIEW) MAX 6" DIA. ""'`'""' EOR FOR ADDITIONAL REVIEW C | FOR ANY PIPE INSTALLED PARALLEL |UFOUNDATIONS ��|���� PARALLEL-F/� ��KJFl ^ '' ^- ' ~~ ' ' `^^ T��|�� �(�U�J��T|(�yJ���J�T��T|yl�J� TYPICAL ' '^�^`� ' `^~~'~�"`''~^'^ PENETRATIONS `''^-''- (2)#5BARSCONT.N8 ---/ \ �-- CLEAN COMPACTED 3''COVER TYP. FILL @Q596STANDARD DENSITY WHERE 2ND STORY OCCURS, FTG �N�O/� DOUBLE STEP FOOTING 3/4"=11-U" NOTE TO CONTRACTOR: ALL REINFORCEMENT SPECIFIED IN PLAN VERIFY W/ DETAILS FOR REQ'D FOUNDATION DETAILS SHALL TIE IN TO STEEL AT 2 STORY LOCATIONS ADJACENT MONO AND/OR STEM WALL - FOUNDATIONS AS SPECIFIED THIS DETAIL. K8|N 24" BEFORE z ANOTHER STEP4 4 VERIFY PLAN DETAILS� + U-1 m m-4 MAINTAINFOR REQUIRED #5 U) MEL11'. VERIFY PLAN DETAIL'S �-�-- BEND EACH CONT. #5 FOR REQUIRED #5 BAR ATSTEP DOWN, CONT. BARS. MAINTAIN ORINSTALL #5HOOK 3^COVER TYP. BARS FOR EACH CONT. BAR. LAP RE8ARPER DETAIL MDO8ON LINTEL PLAN AF09k TYPICAL STEP FOOTING [lE-FZ\|| CONC.8LABPER - FOUNDATION PLAN PVC SLEEVE MAX ---H 6" DIAMETER - / �6 | ---'8"CMU - FINISH PER ELEV. --- FINISH FLOOR F PENETRAT|N��EPIPE. MAX zy' FOOTING PER PLAN '�-- CLEAN COMPACTED FILL @85Y6STANDARD /S|FlE V|EVV\ DENSITY ?)#5x4'-0 BARS ENTERED AT PIPE PVC OR SCH40 SLEEVE 00 -FOUNDATION PLAN FOR CONT. SEE FDN. PLAN FOR FOUNDATION 1 --SIZE & REINF. It I- INFORMATION �|�� PERPENDICULAR T/� ��JFl ' " ^-' `-/^' ^-'"^�'~°^^^^^'^ '^^' '^`~ 3/4"=1-O" HOLD BRG WALL BACK 2x BRG WALL PER SO GYP FINISH IS PLAN AND BEARING FLUSH W/ WALLSCHEDULE FOUNDATION BELOW CONIC. SLAB PER FOUNDATION PLAN V) CD#5BARS CONT. NK 3'COVER TYP. V 11 - CLEAN COMPACTED FILL @0596STANDARD DENSITY WHERE 2ND STORY OCCURS, FTG SHALL BE T-8" WIDE W/(3) #5 BARS 4FO�---BEARING SLAB STEP DOWN 3/4"=1�0" VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS FOR SIZE AND BASE 44 CL TOP COURSE TO BE #5 CONT. CHAIR BLOCKS. REINFORCEMENT SEE FOUNDATION PLAN FOR QUANTITY FILLED SOLID SEE EV.. TION ~� .4~� ~m j SO'DEGREE#5HOOK ` ' `� � �0'~�� BARS ATCORNER, (]R 1�^ - '� _. 8ENDCONT|NUOUS#5 " � '� � BAR8AROUND �~ ^ . ^ � CORNER. LAP REBAR * PERDETAIL K8OO8ON ~�=~��� ~= __� =~`~� � .A - ^^ ^ LINTEL PLAN TYPICAL CORNER BAR DETAIL (TOP VIEW) WOOD POST PER PLAN p FOR SIZE AND BASE CONNECTION CL TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE EV.. TION 009aO Ilk VERTICAL @ EA. CORNER. SEE PLAN LLI FOR BASE SIZE; BARS TO TIE INTO EXT. FTG. BY TIE IN OR EPDXY 4, z CONNECTION THICKENED EDGE co > FOOTING PER MFO8 1: 11111 THIS SHEET BEYOND 4 W CONC. SLAB OR CL PAVERS PER PLAN ITCH � � m SEE FOUNDATION .4 PAD SIZE - 4 CLEAN COMPACTED BLDG DESIGN: -- FILL @ 95% STANDAR STRUCTURALENG: CNS DENSITY LU � �(�| UyN� ���MT|W�� �� ��T�� [N��(�hJ�� COLUMN "F1 /^/ /mr`�^^^.".^. ~°~^^_~~.". FOOTING / "n^� �� ENTRY 3/4"=1 1-011 U -3/4'=1'�^� 1 ~ 1 COPYRIGHTKCl 2015: The information contained in this HOcUO8Ot is copyrighted and is the exr|US'K8 p0p8�v of ~[NTA CONSULTING & DESIGN, OF WI~ & AS~l[�T��' �h�' Any US�' HU��ir�-iOD' O[�@n�er oftheS8 HDcUmB�S yMhOU[��8 expressed, CDOS8� Of N��T� ��J�U[ T|N[,&�._[_ES |[N` OF WIVIR & ASSO[IATES, LLC is strictly prohibited. CIO Uj LLJ CL LU Co 009aO Ilk 0 o � LLI � m � � co 17— ca CL D � � m LU BLDG DESIGN: -- � STRUCTURALENG: CNS LU � Lu -STRUCT: TNA IL 0 QC CHECK: cc JOB No. PSO-2180199 U) SCALE: AS INDICATED w DATE: 08/09/18 Lij Of U) � ����� � U `�~ LL CO Ld LL r- . . . . . . . ' . LLJ W 0 o � � m � � ca D � � m LU BLDG DESIGN: -- � STRUCTURALENG: CNS LU � -STRUCT: TNA QC CHECK: cc JOB No. PSO-2180199 U) SCALE: AS INDICATED w DATE: 08/09/18 Lij Of U) � ����� � U `�~ . . . . . . . ' . IF MASONRY WALL OR COLUMN IS ABOVE, HOOK VERTICAL STEEL TO BOTTOM ROW OF STEEL. CONC. SLAB PER - FOUNDATION PLAN (2) #5 BARS @ TOP — WHEN MONO DEPTH — EXCEEDS 26", IF DEPTH < 26" THESE BARS ARE NOT REQ'D #3 STIRRUPS @ 48" _ 221 O.C. WHEN MONO DEPTH EXCEEDS 26", I 1= IF DEPTH < 26" THESE —_ BARS ARE NOT REQ'D 'I— (2) #5 BARS CONT. W/ 3" COVER TYP. ALL REINFORCEMENT SHALL MAINTAIN 3" CLEAR TO GRADE AND 1-1/2" CLEAR TO ANY FACE EXPOSED TO WEATHER 1'-4" GRADE DEEP MONOLITHIC FOOTING NOT USED (2) #5 BARS @ TOP - WHEN MONO DEPTH EXCEEDS 26". NOT REQ'D. IF LESS THAN 26" DEEP CONC. SLAB PER — FOUNDATION PLAN #3 STIRRUPS @ 48" O.C. WHEN MONO DEPTH EXCEEDS 26",I 11 - IF DEPTH IS LESS —_ THAN 26", STIRRUPS I I_ ARE NOT REQ'D. —1 ALL REINFORCEMENT SHALL MAINTAIN 3" CLEAR TO GRADE AND 1-1/2" CLEAR TO ANY FACE EXPOSED TO WEATHER CV Z_w Q > h0 Z(1) #5 BARS @ NOSING Q �E F d° r d 11" MI . W < U d. 4( �"O�i/fl�t➢flOfl@ig®,die �i�i W o I _ n- Jz 00 co } j as a GRADE U) o C)o 0 -I ° a ° - z jr Z> O C) ®''m00% ��Ci©flgt�aea 0 CLEAN COMPACTED CLEAN COMPACTED (3) #5 BARS CONT. @ FILL @ 95% STANDARD FILL @ 95% STANDARD 27 TEP SECTION W/3" DENSITY DENSITY COVER TYP. F21 DEEP MONOLITHIC FOOTING W/ STAIR 3/4"=1'-0" 3/4"=1'-0" TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE WOOD POST PER PLAN GROUTED SOLID SEE ELEVATION FOR SIZE AND BASE CMU BASE w/ (1) #5 VERTICAL @ CONNECTION ALL REINFORCEMENT SHALL EACH CORNER CONT. TO FOOTING. — MAINTAIN 3" CLEAR TO d d< Q GRADE AND 1-1/2" CLEAR TO SEE FLR. PLAN FOR BASE SIZE _o DEEP MONO FOUNDATION ° ~ ANY FACE EXPOSED TOWEATHER PER PLAN I > w #3 STIRRUPS @ 48" O.C. WHEN A. . w MONO DEPTH EXCEEDS 26", IF I a a : W DEPTH IS LESS THAN 26", d..' STIRRUPS ARE NOT REQ'D. .ia °< y' FORM TO MATCH PEDESTAL DIMENSIONS ABOVE. POUR WITH DEEP MONO FOOTING SEE FOUNDATION FOR SPREAD FOOTING SIZE. III tl II—I I- 1 I~ z 11= — W — — :� o =1 I rl nMnI�II = _ DEEP MONO REINFORCEMENT —� CONTINUOUS THROUGH COLUMN BASE. AT CORNERS: SPLICE PER PLAN FOOTING (cD ENTRY MASONRY COLUMN W/ DEEP MONO 3/4"=1'-0" A CLEAN COMPACTED FILL @ 95% STANDARD DENSITY 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 MONTH CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. Q z W 0 U) W 0 N z O o w LU 0 O U c� Z` D J 5 m Q 0 O J LL W z h LL O U z O v7 O W z h O J J Q h W J 0.. 2 O U 0 z Q C Lrw h w Q U LL O U) z O U) O LL W Of I-_ U h U) LL O z O Q U O J W M h h W U z Q D O U U Q z 0 W U) O a (D z 0 0 .r 0 z_ W z h 0 z U) Z h O F_ 0 w z CD w 0 C0 LU h U 0 h U) J Q H z LU 0 w ry U) h s f S I S f S S 4( �"O�i/fl�t➢flOfl@ig®,die �i�i W o C)o 0 m , 4J Cb Q L�ja Z U chn ®''m00% ��Ci©flgt�aea 0 �-'W >_ OJ .m LL Uj Z O F_ 0— U W LLI ry VJ U _j �y k H O O,tbJ i` p� aSa z_ O 6 0 L . O O�� _ Q CG /z v W t— o C/) LU r Ww h ( 0U r JcnOcfl� E o 1 06U)OcnN� V 0WZ000�'_ ZQOJEli (D� W ►—(jF=m c ��Qo --OQca zQp��li.i �- o f-- o=zwz OzF--WYO E WUa<W UJIW JQ a:r� Z�OLrn M vJ O w O O T z ® 0 >> 01Lu �s W � Uj3 U c) Lu �- O00 IY <C a- 0- N BLDG DESIGN: --- STRUCTURAL ENG: CNS DRAFTING: -DESIGN: --- -STRUCT: TNA QC CHECK: CC JOB No. PSQ-2180199 SCALE: AS INDICATED DATE: 08/09/18 63,1 s f S I S f S S THE GROUT IS LEVEL WITH TOP OF BLOCK FOR PROPER TRUSS/ FLOOR SYSTEM BEARING (MIN 3") z a_ n r 0 U-1 n' z 0 U) < AT CORNERS PROVIDE STANDARD#5 HOOK BAR. LAP OTHER BARS INTO CORNER AS REQ'D - PRECAST "U" LINTEL W/ 3000 psi CONC, PER LINTEL PLAN. IF REBARIS INDICATED IN LINTEL, #5 TO BE HOOKED INTO SIDE VERTICALS . 4, �4 . - : I . . 4- 77- � ' - 4. 4 A . 4 4.1 ZBOTTOM STEEL IN LINTEL IF A INDICATE - HOOK INTO VERTICAL CELLS PER MD08 ROUGH OPENING PER PLAN 4' NON -SHEAR WALL,�T OPENING METAL LATH OR WIRE SCREEN OVER COURSES NOT REQ'D TO BE FILLED. (SHEET METAL & PAPER FELT PROHIBITED) HOOK PER MD08 ... 4 . � �:.� ' I . .14 4 4 - 4 J .. WHEN WINDOW OPENING IS THE COURSE LARGER THAN 8'-0 UNDER THE WINDOW SILL IS TO j BE A KNOCK OUT COURSE W/ (1) #5 CONT. BAR TO HOOK INTO FILLED CELLS ARE TO BE PLACED FILLED CELLS AT EACH END AND q .4 . AT 32" O.C. YNDER WINDO f TYPI DAL SHEAR WALL SEGMENT W 0 C) LU LL N= C) 4'. Z CO (D 0 CD 4, 4 4--i __r '1 4 W 0 z 111 W U) PRECAST LINTEL LOAD TABLE GRADE40 GRADE60 BAR SIZE BEND 0 4 LAP SPLICE BEND 0 G_ LEN TH 4 81720-013/1'T I'A" "B" 11C11 "D11 "A" "B" I --C-' -D" _#3 17/8 41/4 7 15 21/4 41/4 4' NON -SHEAR WALL,�T OPENING METAL LATH OR WIRE SCREEN OVER COURSES NOT REQ'D TO BE FILLED. (SHEET METAL & PAPER FELT PROHIBITED) HOOK PER MD08 ... 4 . � �:.� ' I . .14 4 4 - 4 J .. WHEN WINDOW OPENING IS THE COURSE LARGER THAN 8'-0 UNDER THE WINDOW SILL IS TO j BE A KNOCK OUT COURSE W/ (1) #5 CONT. BAR TO HOOK INTO FILLED CELLS ARE TO BE PLACED FILLED CELLS AT EACH END AND q .4 . AT 32" O.C. YNDER WINDO f TYPI DAL SHEAR WALL SEGMENT W 0 C) LU LL N= C) 4'. Z CO (D 0 CD 4, 4 4--i __r '1 4 W 0 z 111 W U) TYPICAL MASONRY CONSTRUCTION SEE PLAN FOR TOP OF WALL AND LINTEL INFO 3/4"=11-01. MAX 4'-0" LINTEL W/ TRANSOM DETAIL 3/4"=1 SEE DOWEL LAYOUT PLAN FOR FILLED CELL INFORMATION. MIN. (1) IS REQUIRED ON EITHER SIDE OF OPENING U.N.C. (2) 2x8 SYP #2 P.T. WOOD HEADER TURNED SIDEWAYS. ATTACH (2) 2x8 SYP #2 P.T. HEADER TO MASONRY WALL W/ SIMPSON HU28-2 OR HUC28-2 HANGER @ EA. END. USING (14) 1/4" DIA. x 2 3/4" TAPCONS & (6) 10d NAILS INTO HEADER. NAIL EACH PLY AND EACH ADDITIONAL HEADER PLY W/ (2) ROWS OF 10d NAILS STAGGERED @ 6" O.C. AND MIN. 2" FROM ENDS. REFER TO DESIGN PLANS FOR REQUIRED IN -FILL FRAMING DIMENSIONS REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) PRECAST LINTEL LOAD TABLE GRADE40 GRADE60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 G_ LEN TH 4 81720-013/1'T I'A" "B" 11C11 "D11 "A" "B" I --C-' -D" _#3 17/8 41/4 7 15 21/4 41/4 91/4 24 - #4 21/2 55/8 91/2 20 3 55/8 121/2 32 #5 31/8 7 113/4 25 33/4 7 TYPICAL MASONRY CONSTRUCTION SEE PLAN FOR TOP OF WALL AND LINTEL INFO 3/4"=11-01. MAX 4'-0" LINTEL W/ TRANSOM DETAIL 3/4"=1 SEE DOWEL LAYOUT PLAN FOR FILLED CELL INFORMATION. MIN. (1) IS REQUIRED ON EITHER SIDE OF OPENING U.N.C. (2) 2x8 SYP #2 P.T. WOOD HEADER TURNED SIDEWAYS. ATTACH (2) 2x8 SYP #2 P.T. HEADER TO MASONRY WALL W/ SIMPSON HU28-2 OR HUC28-2 HANGER @ EA. END. USING (14) 1/4" DIA. x 2 3/4" TAPCONS & (6) 10d NAILS INTO HEADER. NAIL EACH PLY AND EACH ADDITIONAL HEADER PLY W/ (2) ROWS OF 10d NAILS STAGGERED @ 6" O.C. AND MIN. 2" FROM ENDS. REFER TO DESIGN PLANS FOR REQUIRED IN -FILL FRAMING DIMENSIONS REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) PRECAST LINTEL LOAD TABLE GRADE40 GRADE60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 G_ LEN TH LAP SPLICE 81720-013/1'T I'A" "B" 11C11 "D11 "A" "B" I --C-' -D" _#3 17/8 41/4 7 15 21/4 41/4 91/4 24 - #4 21/2 55/8 91/2 20 3 55/8 121/2 32 #5 31/8 7 113/4 25 33/4 7 151/2 40 #6 33/4 81/16 14 30 1343 81/16 181/2 48 #7 43/8 9 13/16 16 1/2 35 51/4 9 13/16121 3/41 56 �J4 LAP SPLICE EMBEDDED REBAR SPLICE DETAIL STANDARD 90* HOOK 3/4"=V-0" STANDARD 180'HOOK #3 = 2 Y2" #4 = 2 Y2" 2 #5 2 #6 = 3" #7 = 3 Y2" TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL W/ 3000 psi CONC. W/ (1) #5 DIA. REBAR STD. 90 DEGREE ANGLE 3000 psi CONC. W/ (1) #5 DIA. REBAR 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM W/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING 81-01, 1 U-811 PRECAST LINTEL LOAD TABLE (D 8F16-1B/1T GENERAL CONCRETE LINTEL SCHEDULE 8R14 -013/1'T 8F32-1B/1T 8F16-0B/1T :D 8F20-1B/1T 0 81720-013/1'T APPROVED LINTEL MANUFACTURERS: LOADS LISTED BELOW HAVE BEEN OWING CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING + CASTE -CRETE, QUALITY, LOTTS, & POWERS STEEL APPROVED MAN. CAST -CRETE, L QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL Ed W < STANDARD LINTELS �J4 LAP SPLICE EMBEDDED REBAR SPLICE DETAIL STANDARD 90* HOOK 3/4"=V-0" STANDARD 180'HOOK #3 = 2 Y2" #4 = 2 Y2" 2 #5 2 #6 = 3" #7 = 3 Y2" TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL W/ 3000 psi CONC. W/ (1) #5 DIA. REBAR STD. 90 DEGREE ANGLE 3000 psi CONC. W/ (1) #5 DIA. REBAR 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM W/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING 81-01, 1 U-811 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. MIN.G) 50 M 9'-4" T.O.M. =11'-4"T.O.M. 11'4' TOP OF KNEEWALL INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. OR LINTEL 1/8"=11-011 0 PRECAST LINTEL LOAD TABLE (D 8F16-1B/1T GENERAL CONCRETE LINTEL SCHEDULE 8R14 -013/1'T 8F32-1B/1T 8F16-0B/1T :D 8F20-1B/1T 81720-013/1'T APPROVED LINTEL MANUFACTURERS: LOADS LISTED BELOW HAVE BEEN OWING CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING 8F24-1 B/I T CASTE -CRETE, QUALITY, LOTTS, & POWERS STEEL APPROVED MAN. CAST -CRETE, L QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL Ed W < STANDARD LINTELS 8F32 STANDARD LINTEL NOTES LEAROPENING 8"UNFILLED 8F8-1B/8F8-0B8F16-1B/8F16-0B 81724-113/81724-013 / 81732-013 8F32-113/81732-013 1. --- AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. V-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 LL 2'-211 1783 3069/3069 6113/5163 8974/8054 / 10000 10000 / 10000 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY 21-811 1343 2693/2561 6113/3820 8974/5961 10000/8107 OPENINGS. U.N.C. T-2" 1 1217 2165/1969 6113/2931 8672/4576 10000/6224 1 ALL STANDARD LINTELS TO HAVE MIN. 4" NOMINAL BEARING EA. END. ALL RECESSED LINTELS TO 3'41 1006 1663/1349 536 5/1999 7342/3123 10000/4249 HAVE MIN. 8" BEARING EA. END 4'-0" 860 1651/1349 536511999 7342/3123 10000/4249 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 Q INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT 51-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 W ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 6'-2" ' 2" 488 991/991 2661 /2143 5681 /2698 647213685 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD 7'-0" t& 416 752/699 1843/1625 3486/2602 639013302 CONDITIONS. ANY LINTEL GREATER THAN 32" HASA GREATER CAPACITY AND THEREFORE IS -O" 354 726/699 1843/1625 3486/2255 6205/2885 = i-- >< 00 - C) 0 U? ADEQUATE FOR THE LOADS. 9, _ " 9'-2" 315 618/535 1533/1247 2781/1946 4754/2489 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS 101-01. 292 567/454 1 136611277 2423/1770 4006/2263 (D z SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY 10'-8" 277 492/352 1254/1132 2193 1567 52/2003 POWERS STEEL WITH WINDO W/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 111-211 255 471 /352 1075/1075 1838 /15 67 1 2883/2003 SAFE LOAD TABLE NOTES - 12'-0" - 239 418/297 107511045 1838 / 1446�2883 / 1848 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL 12'-8" 0 369/261 1002/984 1697/1361 1 2630/1738 3. SAFE LOADS ARE TOTA L SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 13'-4" 0 328/0 1234/0 1779/0 /0 MATERIALS 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 0 U W 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY 0 14'-0" ::���2�92/ 0 1160/0 1660/0 2439/0 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. =1 161-011 0 284/0 950/0 1379/0 1997/0 181-011 0 211/0 750/0 1177/0 1676/0 1. 1 - fc PRECAST LINTELS 3500 PSI. f C P REC' 181-8" 0 142/0 598/0 1114/0 146810 2. f FcPRESTRESSED LI NTELS 6000 psi. P 201-011 0 180/0 598/0 1024/0- 1441/0 3. GROUTED PERASTM C476fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. OUT 20'-8" 0 145/0 5,90 f 0 q81 /0 1376/0 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE 221-8" 0 110/0 .450/0 824/0 1147/0 STRENGTH = 1900 PSI. cu RECESSED LINTELS -FILLED W E 0 < 0 3: :2 W z 0 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW CLEAR OPENING 8R6-1B18R6-0B 8R14-1B/8R14-0B 8R22-1 B/8R22-OB C) < Z) III < T_ < [)� _J (L RELAXATION. 7/32 WIRE PER ASTM A51 0. 2'-4" 1694/1694 3725/3280 5499/5421 M 2i 0 Ln z M 21-8" 1425/1425 - 3343/3280 4933/4933 0 LL LINTEL DESIGNATION SCHEDULE LIN 3-4- 1230/1230 2769/2769 4085/4085 z 0 3'-4" 1081/920 __ 276,9/1716 4085/2839 - Cl) UJ W > 1 1 IT1=1 LINTEL F = FILLED WITH GROUT 4'-4" 1 846/833 2121/1716 3127/2839 0 _J MARK REQUIREMENTS U = UNFILLED 51-4" 664/572 1761/1761 2595/2595 W 0 - R = RECESSED & FILLED WITH GROUT 61-411 526/434 1539/1539 1329/2267 q (1) 8R6-0B/1T QUANTITY OF #5 REBAR @ 7'-4" 480/322 1334/1334 1964/1552 00 >_ In 0 - -,-----BOTTOM OF LINTEL CAVITY 8f-4" 415/235 1152/1152 1694/1552 --- STRUCTURALENG: (D 8F8-0B/1T 8F16-1B/1T 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. MIN.G) 50 M 9'-4" T.O.M. =11'-4"T.O.M. 11'4' TOP OF KNEEWALL INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. OR LINTEL 1/8"=11-011 0 8R14-1B/1T (D 8F16-1B/1T (D 8R14 -013/1'T 8F32-1B/1T 8F16-0B/1T :D 8F20-1B/1T 81720-013/1'T 8R22-1B/1T 8F24-1 B/I T (D 8R22-0B/1T 8F24-0B/1T �_� QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT TYPE DESIGNATION NOMINAL WIDTH 0 oI 1-1/2" CLEAR #5 REBAR AT TOP MIN. (1) REQ'D C.M.U. GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) < z W C0 W cr_ 04 ........ "GOO 1< '��/ 'a JA'i 00 " .0 '�/ 0) 0 0 z 0.39 b 'NC 11 'N_ .z 8F32-1B/1T 1-1/2" CLEAR I :D 8R30-0B/1T (D I , W < 8F32 #5 REBAR AT TOP MIN. (1) REQ 'D U) 0 -0B/1T < < C.M.U. < 0 81738 -1 B/I T = z 00 2 LL LO 0 0 (D 8F12 -1B/1T L6 z z 0 8F40 -1 B/I T 0 BOTTOM REINFORCING PROVIDED < 0 7-5/8" ACTUAL IN LINTEL (VARIES) 0 8F28 -1 B/1 T 81'NOMINAL WIDTH J W 8F40 -0B/1T UNFILLED i3 U) W (14 _J (0 W L6 F_ 1-1/2" CLEAR z < - z Q T Y_ _J C) ry #5 REBAR AT TOP MIN. (1) REQ'D cr 0 W (J) U) 0 TO P KNOCK OUT/ LINTEL BLOCK < z UJ W COURSE U) 0 U) W = i-- >< 00 - C) 0 U? #5 REBAR AT BOTTOM MIN. (1) co 0 M r- Q� REQ'D 0 a. W W 3: I-_ _�_ 16 GA. POWERS STEEL BOXED z> 0 ' 7-5/8" ACTUAL LINTEL 0- _J (D z 8" NOMINAL WIDTH r") < POWERS STEEL 0 > SAFE LOAD TABLE NOTES W _r D 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL z RECESSED LINTELS BASED ON 4" NOMINAL BEARING. < U) 2. 0 = NOT RATED. 3. SAFE LOADS ARE TOTA L SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 0 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING 0 W ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. z (D 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 0 U W 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY 0 CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF U) SUPPORT. W 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. =1 U) z z W (D C/) W LU W U) n u - L: J 0) :D (�o rl- ........ "GOO 1< '��/ 'a JA'i 00 " .0 '�/ 0) 0 0 z 0.39 b 'NC 11 'N_ .z < z 0 0 0 > LLI U 0 U z' 128 U 10 Q . ?: 0 z z (D C/) W LU W n u - L: J 0) :D (�o rl- E 0 UJ 06 b U) r't- ;; - 0 a, z .- N W 0 M z1- -z> UJ z < 0 _J _UJ_ F_�3pm _iz�a _JO�0>-C) C� 'q 00 W 0 < �--C: cu F- W E 0 < 0 3: :2 W z 0 o 2: w Z oz�-W20 E LU C) < Z) III < T_ < [)� _J (L UJ 0� LL 3 < M 2i 0 Ln z M 0) 0 LL z 0 0 - Cl) UJ W > > LU 0 _J LL1 CI) LLJ LLJ - < W 0 - UJ CY q (1) LIJ 0 W I--. Z 00 >_ In 0 - BLDG DESIGN: --- STRUCTURALENG: CNS DRAFTING: -DESIGN: --- -STRUCT: TNA QC CHECK: cc JOB No. PSQ-2180199 SCALE: AS INDICATED DATE: - 08/09/18 S 4 N FIB DCKING @ 16" O.C. END TO TRUSSES -NAILS. ATTACH WALL BELOW W/ CLIP 4#2 ES TOP (3) 12d .ND U • w = 11'-4" TOP OF KNEEWALL J Q z W 0 U) W ry 0 N_ z O r 0 W (D 0 m 0 E O J LL W r r LL O U) z O co O w z r O J J Q F_ _ W J O U 0 z Q C W I -- a. Q Z U W O U) z O W O LL Wry I.J._ J r U r 0 C0 LL O z O Q U O J W F_ r W U z Q 0 O U U Q z 0 W C0 O 0- 2 2 O z 0 Q O J 0 z W r 0 z U) r_ O r 0 W z (D U) W 0 U) W 0 FIRST FLOU"R R`ZAMING PLAING �5 Of NOTE: SEE PAGE S6 FOR NOTES r U r J Q w D CONNECTOR LEGEND r COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. FIA Ell e��1113�61ldJ� �JpFJ®6p p�Q©� 'i'��• co FIA 17- 0 Q 0 F-- Q F1A O F1A 1 M 1 @ 32" O.C. FIA 18 91 F1 jM F1 DCKING @ 16" O.C. END TO TRUSSES -NAILS. ATTACH WALL BELOW W/ CLIP 4#2 ES TOP (3) 12d .ND U • w = 11'-4" TOP OF KNEEWALL J Q z W 0 U) W ry 0 N_ z O r 0 W (D 0 m 0 E O J LL W r r LL O U) z O co O w z r O J J Q F_ _ W J O U 0 z Q C W I -- a. Q Z U W O U) z O W O LL Wry I.J._ J r U r 0 C0 LL O z O Q U O J W F_ r W U z Q 0 O U U Q z 0 W C0 O 0- 2 2 O z 0 Q O J 0 z W r 0 z U) r_ O r 0 W z (D U) W 0 U) W 0 FIRST FLOU"R R`ZAMING PLAING �5 Of NOTE: SEE PAGE S6 FOR NOTES r U r J Q w D CONNECTOR LEGEND r COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. LIJ e��1113�61ldJ� �JpFJ®6p p�Q©� 'i'��• co 0 Q 0 F-- Q O LIJ F-- z O Q• U) W W Uo C Vj O U 0 z z 0 j moa' o$ z am Q® z (� W U r W Wv�r J � :D (0 ti ®.. J O O U �nn VJ U' WZpC') J -('00QOmLU ZJ uOOn_Oi-p �M�O� 5 _ I—. Q�Q� p�1i o� OzzwzE ®�Q� W JQ W z 3: 0 (n w o O _j 0 LILI<11.1 LLJ IXW 0 LL� U) Uj U >L cy t U Cl) IX W 0 00 BLDG DESIGN: --- STRUCTURAL ENG: CNS DRAFTING: -DESIGN: --- -STRUCT: TNA QC CHECK: CC JOB No. PSQ-2180199 SCALE: AS INDICATED DATE: 08/09/18 S5B f t f S S I I S HEADER SCHEDULE SEARING WOOD WALL SCHEDULE TAG HEADER FASTENERS STUD LUMBER CONNECTION & FASTENERS UPLIFT TAG CAP. BLOCKING O(2)2X4 SPACING SPECIES TOP BOTTOM (plf} H2x6 (2)2x6 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) 16d NAILS BW1 16" SPF (2)12d TOENAILS (2)12d TOENAILS NO MID -SPAN 1 a HETA16 w/(9) 10dxl-1/2" NAILS OR HETA20 w/(9) 10dxl-1/2" NAILS. AT PARALLEL TRUSS CONDITIONS USE LTA2 FRAME TO CMU 1810 1810 SP4 W/(6) SP4 W/(6) UPLIFT 570 plf MID -SPAN H2x8 (2)2x8 #2 SYP w/1" FLITCH PLATE 2 ATTACH KING STUD TO HEADER w/(8) NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL O 16d NAILS BW2 16" SPF �„ 10d x 12 NAILS �„ 10d x 12 NAILS (2)HETA16 OR (2)HETA20 H2x10 2)2x10 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS r-` WITH 1/2" FLITCH � w/(6)10d NAILS & (14)4 �x2" 24 SP4 W/(6) SP4 W/(6) 570 plf PT. FRAME TO CMU (2)ply 2500 (2)ply 2500 BW3 16„ SPF 10d x 12' NAILS 10d x 12' NAILS W 3 rd. H2x12 2)2x12 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS (2)2X6 SPF #2 BUILT UP STUD COLUMN O M (3) 12d (3) 12d NO o BW4 12 " SPF TOENAILS TOENAILS UPLIFT MID -SPAN H10A 1340 OW (D CO w H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) 3 W (2)ply TRUSS H10A-2 w/(18) 10d x 11" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 W TO POST: SIMP. HTS20 OR LSTA18 O (3)2X6 SPF #2 BUILT UP STUD COLUMN �IO�O>-o 0 �U_OQ� (j)QO�2LU O Zoyzwz E 16d NAILS BW5 12" SPF SP4 W/(6) �„ 10d x 12 NAILS SP4 W/(6) �„ 10d x 12 NAILS 760 plf MID -SPAN LL O� HTS20 w/(24)10d x 12' NAILS FRAME TO FRAME 1245 H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) (10) 10d NAILS c ~ Z ~ L J (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) W W B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d O (2)2X8 SPF #2 BUILT UP STUD COLUMN 16d NAILS 2: Uj WCM 12" SPF SP4 W/(6) 10d x 12' NAILS SP4 W/(6) 10d x 12' NAILS 760If p 3rd. PT. ATTACH KING STUD TO HEADER w/(10) BW6 H3.5x9.25 (2)1.75"x9.25" LVL 16d NAILS 2490 2900 W��a ON MASONRY: (1) SIMP. MSTAM24 ®00 >. (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS} 16" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN O (3)2X8 SPF #2 BUILT UP STUD COLUMN ATTACH KING STUD TO HEADER w/(12) BW7 H5.5xl1.25 (3)1.75"x11.25" LVL 16d NAILS -STRUCT: TNA QC CHECK: CC JOB No. PSQ-2180199 H2.5A w/(10)8d FRAME TO FRAME 535 600 TO POST: SIMP. HTS20 OR LSTA18 H O (3)2X4 SYP #2 BUILT UP STUD COLUMN 16" SYP SP4 W/(6} 10d x 12' NAILS SP4 W/(6) 10d x 12' NAILS 664 If p MID -SPAN (3) 2x12 #2 SYP w/ 2' FLITCH ATTACH KING STUD TO HEADER w/(10) BW8 H3x12 PLATE BETWEEN PLIES 16d NAILS TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS MTS w/(14)10d x 1 �" NAILS FRAME TO FRAME HEADER SUPPORT SCHEDULE gWg 16" SYP SP4 W/(6) 10d x 12' NAILS SP4 W/(6) 10d x 12' NAILS 664 plf 3rd. PT. OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END gW10 12" SYP T 12d TOENAILS T 12d TOENAILS NO UPLIFT MID -SPAN (2)2X6 SYP #2 BUILT UP STUD COLUMN V-0" TO T-11" 1 1 ON MASONRY: (2) SIMP. MSTAM24 8 MGT w/(22)10d $" EPDXY ANCHOR w/SIMP. SET -XP EPDXYFRAME TO CMU 3330 3965 12" SYP SP4 W/(6) 1, 10d x 12 NAILS SP4 W/(6) !„ 10d x 12 NAILS gg5 If p MID -SPAN 4'-0" TO 7'-11" 2 2 BW11 8'-0" TO 9'-11" 2 3 SP4 W/(6) SP4 W/(6) 885 plf 3rd. PT. BW12 12" SYP 10d x 12" NAILS 10d x 12' NAILS 10'-0" TO 12'-0" 3 4 STANDARD HEADER NOTES SP4 W/(6) SP4 W/(6) 280 plf MID -SPAN BW13 16 SPF 10d x 12' NAILS 10d x 12" NAILS @ 32"o.c. @ 32"o.c. 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN SP4 W/(6) SP4 W/(6) 380 IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED w/OUT BW14 12" SPF ! 1„ plf MID -SPAN 10d x 12„ NAILS 10d x 12 NAILS APPROVAL FROM E.O.R. @ 24"o.c. @ 24"o.c. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE .N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD3. r� STANDARD BEARING WALL W/STRAPS NOTES 3. NAIL #2 SYP HEADER PLIES TOGETHER USING: (2) ROWS OF 10d NAILS @12" O.C. ONE 4235 SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X6 AND 2X8 HEADERS. (3) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X10 AND 2X12 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 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 MEMBERS BUCKET INTO HEADER TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS. 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 PER HEADER SCHEDULE. SP6 AND @ 2x8 WALLS USE SP8 INSTEAD OF INDICATED SP4. 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. 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. WF08/SD3. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. MID OR 3 PT. BLOCKING TO BE 2x W/(2) 12d TOENAILS EACH END. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7. BASE PLATE TO BE ATTACHED TO FOOTING USING 2" J -BOLTS OR EPDXY 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. ANCHOR W/ WASHER@ 6" FROM EA. END OF BASE PLATE &WALL OPENINGS & 8. SEE DTL. WF09/SD2 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT AT 32" o.c. W/ 7" MIN. EMBEDMENT. USE SIMPSON SET -XP EPDXY W/ EPDXY 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. ANCHORS. ®®OF NOTES R 8. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D. IF BRG. . WALL IS INDICATED W/BW1, BW4, BW7 OR BW10. THESE WALLS ARE ONLY HGT-2 w/(16)10d NAILS w/ (2) 4" EPDXY ANCHOR w/SIMP. SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE TO 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 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ATTACHED W/HARD CASED GUN NAILS AND WILL NOT REQ. THE ANCHOR BOLT ELEVATIONS FOR BEARING HEIGHTS. ATTACHMENT INDICATED IN THE BEARING WALL NOTES. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. 9. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD1 U.N.O. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. ON PLAN. 10. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD2 U.N.O. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS ON PLAN. AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ 11. COLUMNS WITHIN BEARING WALLS w/UPLIFT THAT DO NOT SHOW A BASE SINGLE TOP AND P.T. BASE PLATE LEAVE 1-1/2" GAP FROM TOP PLATE TO TRUSS CONNECTION: CONTRACTOR TO INSTALL SP4/ SP6/ SP8 AT EACH STUD BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) TOP/BOTTOM AND HAVE A J -BOLT OR EPDXY ANCHOR WITHIN 6" FROM THE 12d TOENAILS. COLUMN. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE 12. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT E.O.R. FOR CONTINUOUS FROM FLOOR TO CEILING. FURTHER REVIEW. 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 ADDITIONAL LOADS: ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. A) ALL CEILING HUNG SOFFITS AND SOFFITS SIDE AND CRIPPLE STUDS AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL WITH CABINETS AS SHOWN ON PLANS. NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE. LEAVE A 1 1/2" GAP FROM 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS TRUSS TO TOP PLATE AND ATTACH USING SIMPSON DTC CLIP (SEE DETAILS OF ALL HARDWARE BEFORE INSTALLATION. WF20 & WF21/SD2). ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT (2)12d NAILS TO EACH FLOOR TRUSS. EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. ROOF & EXT. WALL NAILING SHEATHING NOTES 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY ROOFS: TRUSSES 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) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" ABOVE THE GARAGE. O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 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 PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP SPACED NO MORE THAN 24" O.C. DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE GABLE ENDS: 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. 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 TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF 1110 CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS EXTERIOR WALLS: LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. SEE WF10/SD4 FOR MORE INFO. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE NAILS: ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY THE CONTRACTOR OR A/C SUPPLIER. TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, C I� BUILDER NOTE. STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS APA SHEATHING NOTE: LAYOUT 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED ____STOP____ PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS. AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES (2)LSTA18 w/(14)10d NAILS COLUMN SCHEDULE CONNECTOR SCHEDULE GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. SEAM SCHEDULE O(2)2X4 SPF #2 BUILT UP STUD COLUMN TAG SIMPSON CONNECTOR TYPE VALUES SPF(Ib) VALUES SYP(Ib) TAG BEAM SIZE CONNECTIONS Og (3)2X4 SPF #2 BUILT UP STUD COLUMN 1 a HETA16 w/(9) 10dxl-1/2" NAILS OR HETA20 w/(9) 10dxl-1/2" NAILS. AT PARALLEL TRUSS CONDITIONS USE LTA2 FRAME TO CMU 1810 1810 FLOOR SHEATHING NOTES TO POST: SIMP. HTS20 OR MSTA18 TO BEAM: SIMP. HUC48 w/(14)16d & (6)-10d NAILS FLOOR SHEATHING TO BE 3/4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). /(10) 10dx1-1/12" NAILS @ 24" O.C. U.N.O. W/(10) FLOOR NAILING NOTES NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL O (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. 0 (4)2X4 SPF #2 BUILT UP STUD COLUMN (2)HETA16 OR (2)HETA20 01-1 (1)ply 2035 (1)ply 2035 B2x8 WITH 1/2" FLITCH � w/(6)10d NAILS & (14)4 �x2" 24 (1)ply TRUSS (10)10d x 1' NAILS 2 FRAME TO CMU (2)ply 2500 (2)ply 2500 - - PLATE TAPCONS W (2)ply TRUSS (12) 16d x 12' NAILS ON MASONRY: (1) SIMP. MSTAM24 Op (2)2X6 SPF #2 BUILT UP STUD COLUMN O M U Z O o E 00� O z H10A w/(18)10d x 12' NAILS OR H10A 1015 H10A 1340 OW (D CO w �- 0-LJJ) LU Li�o,O�� 3 W (2)ply TRUSS H10A-2 w/(18) 10d x 11" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 W TO POST: SIMP. HTS20 OR LSTA18 O (3)2X6 SPF #2 BUILT UP STUD COLUMN �IO�O>-o 0 �U_OQ� (j)QO�2LU O Zoyzwz E TO BEAM: SIMP. HUC410 w/(18)16d & r w j LL O� HTS20 w/(24)10d x 12' NAILS FRAME TO FRAME 1245 1450 (2)2x10 #2 SYP (10) 10d NAILS c ~ Z ~ L J (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) W W B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d O (2)2X8 SPF #2 BUILT UP STUD COLUMN 2: Uj WCM PLATE NAILS &(18)4''x24-�" TAPCONS 2 HTS20 w/(24)10d x 1'--" NAILS FRAME TO FRAME 2490 2900 W��a ON MASONRY: (1) SIMP. MSTAM24 ®00 >. (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS} CL BLDG DESIGN: --- O (3)2X8 SPF #2 BUILT UP STUD COLUMN DRAFTING: -DESIGN: --- -STRUCT: TNA QC CHECK: CC JOB No. PSQ-2180199 H2.5A w/(10)8d FRAME TO FRAME 535 600 TO POST: SIMP. HTS20 OR LSTA18 H O (3)2X4 SYP #2 BUILT UP STUD COLUMN (2)2x12 #2 SYP TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS MTS w/(14)10d x 1 �" NAILS FRAME TO FRAME 860 1000 B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) PLATE NAILS & (18)4"x234' TAPCONS (2)2X6 SYP #2 BUILT UP STUD COLUMN ON MASONRY: (2) SIMP. MSTAM24 8 MGT w/(22)10d $" EPDXY ANCHOR w/SIMP. SET -XP EPDXYFRAME TO CMU 3330 3965 MIN. 12" EMBEDMENT O (2)2X8 SYP #2 BUILT UP STUD COLUMN TO POST: SIMP. HTS20 OR LSTA18 HTT4 w/(18)16d x 22" NAILS & $" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 TO BEAM: SIMP. HUC410 w/(18)16d & SET EPDXY MIN. 7" EMBEDMENT (10) 10d NAILS O 4x4 SYP #2 POST B3.5xl1. (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 10 HGT-2 w/(16)10d NAILS w/ (2) 4" EPDXY ANCHOR w/SIMP. FRAME TO CMU 10980 8910 25 NAILS & (18)4"x24' TAPCONS SET EPDXY MIN. 12" EMBEDMENT ON MASONRY: (2) SIMP. MSTAM24 O 6x6 SYP #2 POST 11 HTSM16 w/(8)10d NAILS & (4) 4'x 24" TAPCONS FRAME TO CMU 1010 1175 TO POST: SIMP. HTS20 OR LSTA18 ON 8x8 SYP #2 POST TO BEAM: SIMP. HUC410 w/(18)16d & 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 (10) 10d NAILS 3-1/2"x3-1/2" ENGINEERED LUMBER COLUMN. PER 63.5x11. (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d P O STRUCTURAL COVER SHEET 875 NAILS & (18)4"x234' TAPCONS 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 ON MASONRY: (2) SIMP. MSTAM24 ENGINEERED LUMBER COLUMN. PER O3-1/2"x5-1/4" STRUCTURAL COVER SHEET 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928plf TO POST: SIMP. HTS20 OR LSTA18 ENGINEERED LUMBER COLUMN. PER TO BEAM: SIMP. HUC410 w/(18)16d & O3-1/2"x7" STRUCTURAL COVER SHEET (10) 10d NAILS 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 83.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d O 3-1/2"x9-1/2" ENGINEERED LUMBER COLUMN. PER NAILS & (18)4"x24' TAPCONS STRUCTURAL COVER SHEET 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 ON MASONRY: (2) SIMP. MSTAM24 ENGINEERED LUMBER COLUMN. PER O5-1/4"x5-1/4" STRUCTURAL COVER SHEET 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 TO POST: (2) SIMP. HTS20 OR LSTA18 O 5-1/4"x7" ENGINEERED LUMBER COLUMN. PER ON MASONRY: (2) SIMP. MSTAM24 STRUCTURAL COVER SHEET LTT20B w/(10) 10d NAILS & $" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG.OR 1290 1300 5.25x16 (3) 1.75"x16" LVL 18 EPDXY MIN. 7" EMBEDMENT CMU * F LVL PLIES TOGETHER USING (3) O7"x7" ENGINEERED LUMBER COLUMN. PER STRUCTURAL ROOWSWS OF 1 1/4" " X 3 1/2" SDS SCREWS @ 24" O.C. /4 COVER SHEET HTT4 w/(18) 16d x 22' NAILS w/$" EPDXY ANCHOR w/SIMP. EACH SIDE 19 SET EPDXY MIN. 7" EMBEDMENT - AT LVL / PSL COLUMNS COLUMN TO FTG. 3640 4235 O 3 1/2" X 11 7/8" ENGINEERED LUMBER COLUMN. PER USE 18 #10x1-1/2" SD SCREWS INSTEAD OF NAILS STRUCTURAL COVER SHEET 20 (3)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 3735 4350 TO POST: (2) SIMP. HTS20 OR LSTA18 SIMP. MSTAM24 5 1/4" X 9 1/2" ENGINEERED LUMBER COLUMN. PER (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) ON MASONRY: (2) Z O STRUCTURAL COVER SHEET 63.5x20 (2) 1.75"x20" LVL * U.NLVL PLIES TOGETHER USING (4) 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 ROWSS OOF F 1/4" X31/2"SDS SCREWS @ 24" O.C. STANDARD COLUMN NOTES EACH SIDE 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BM 9100 4095 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD3. STANDARD BEAM NOTES MGT w/ (22) 10d NAILS TO GIRDER & (1) 5/8" A.T.R. THRU 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD 23 DBL. TOP PLT. TO INVERTED HDU5 ATTACHED TO POST. FRAME TO FRAME 3300 3965 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12" BE P.T. OR WOLMANIZED. INVERTED HUD5 TO POST w/ (14) 1/4" x 2 1/2" SDS SCREWS O.C. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS STANDARD CONNECTOR NOTES 2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING ROWS OF 4x4: ABU44 w/(12)16d NAILS & 8" EPDXY ANCHOR w/MIN. 12d NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM 7" EMBEDMENT 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. HETA16/20, U.N.O. ON PLAN. 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 6x6: ABU66 w/(12)16d NAILS & $' EPDXY ANCHOR w/MIN. 7" EMBEDMENT AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. LTA2's @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 8x8: ABU88 w/(18)16d NAILS & (2) $" EPDXY ANCHORS w/ DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. MIN. 7" EMBEDMENT OR 32"o.c.) 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. LTA2, @ 32"o.c. APPROVAL FROM THE E.O.R. AND BASE PLATE U.N.O. ON PLANS. MAX. AND (2) AT EACH CORNER. 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN STANDARD NAIL SCHEDULE 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. STANDARD NAIL GENERAL DIAMETER/ LENGTH 4, CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 8d 131" x 22" 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED HETA16/20 STRAP LOCATION. IF DOUBLE HETA16/20 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. 10d 148" x 3" IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. 12d148"x34 FLOOR FRAMING NOTES 16d162"x32' GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 0 8d RING SHANK 113" x 2$" 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. Z m O Z U_ 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. d 0 /'y o_ CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. NAILING NOTES 4. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 5. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN 6. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION INDICATED AS LONG AS IT MEETS OR EXCEEDS THE REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE. DIAMETER AND LENGTH INDICATED. FLOOR SHEATHING NOTES 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER FLOOR SHEATHING TO BE 3/4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. FLOOR NAILING NOTES NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL O SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. z O F- 0 w U� C9 z J m 0 O U - III TZI- LL O W z O O IZ W F- O Q s U) w O U 0 z Q cli W a Q U LL O U) z O rn O a LU W I -- U C0 0 Q U) LL O z O Q U O w w U z Q O O U U Q z (D z Q O 0 z W z 0 z H O F- 0 W z CD W W 0 w F- U 0 F- U) J Q e W co 0 00 � z � w ' t�1J ® w ' F Z m O Z U_ U � fi / rzp i ®®n P d 0 /'y o_ 71 Uj i7 - Q O a_ 01-1 Uj ® - - - W Uo O M U Z O o E 00� O z 0V z� am OW (D CO w �- 0-LJJ) LU Li�o,O�� W o �06 �0�?N�, W z QO�U- I-- C) t= � c J �IO�O>-o 0 �U_OQ� (j)QO�2LU O Zoyzwz E Wo®<QW?a W _ z LL O� U) z CO `- O c ~ Z ~ 0� W W 0_jL rs 2: Uj WCM W��a ®00 >. CD CL BLDG DESIGN: --- STRUCTURALENG: CNS DRAFTING: -DESIGN: --- -STRUCT: TNA QC CHECK: CC JOB No. PSQ-2180199 SCALE: AS INDICATED W DATE 0 Fn _w 08/09/18 I I I t t s t t I I U H2x6 H2x6 H2x6 H2x6 U U U NOTE: SEE PAGE S6 FOR NOTES AND CONNECTOR LEGET10" t� = 9'-4" T.O.M. 1 1 = INTERIOR/EXTERIOR BEARING WALLS VERIFY = 11'-4" T.O.M. HGT. W/ ARCHITECTURAL PLAN U.N.O. OR LINTEL J = 11'-4" TOP OF H KNEEWALL z W 0 EXTERIOR FRAME WALL ry W SCHEDULE (PARK SQUARE) z O SPACING SPACING — WALL HEIGHT STUD & SPECIES INTERIOR ZONE END ZONE 0 M 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX00 LU c� 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX Q ���� fj ���'� o q °� 00000aa°alj�r s4® 11J O 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAXa �az 10'-0" 2x4 SPF #1/#2 I 16" O.C. MAX EXTERIOR FRAME WALL NOTES 12" O.C. MAX 0 9 w- W r*g d ®�� ®tea. �+ C� z D'44LLLL M 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED Q --- TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR W U- 0- REQUIRED STUD SPACING. W m W 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS O CC & NAILING PATTERN. 0 z W 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE 0 I.— NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF O SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 0 Q 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR 0 - 4. IF SHEATHING IS NOT INSTALLED CONTINUOUS (ONE SOLID PIECE) 0 w Z J O FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF U FRAME WALL, INSTALL REQUIRED SHEATHING SPLICE BLOCKING REVIEW OF EXTERIOR STUDS REVIEW 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE PER PLAN DETAIL WF1OAT ALL LOCATIONS AS REQUIRED. a. Z 5. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING U) Z PLAN i.e. BUILT UP COLUMNS, CONNECTORS, ENGINEERING MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS O NOTES, SHALL SUPERCEDE ANY INFORMATION SHOWN ON A z0 eLIJ STANDARD DETAIL. IF ANY ITEM IS IN QUESTION, CONTACT THE L 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. J 06 W ULTIMATE WIND SPEED: 140 MPH EXPOSURE: B STANDARD 2ND FLOOR FRAMING 0 0. 0 NOTES: C U) fl�W 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR � 0 WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. q Q --- 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR W U- 0- TO FOLLOW THE DETAILS INDICATED BELOW: W m W OPENING SITTING ON MASONRY - WS45/SD7 z CC OPENING SITTING ON WOOD BEAM - WS46/SD7 Q U ~ r > U W z O 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW DETAIL WS09/SD5 or_ Q U.N.O. o 4. IF SHEATHING IS NOT INSTALLED CONTINUOUS (ONE SOLID PIECE) 0 w Z J O FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF U FRAME WALL, INSTALL REQUIRED SHEATHING SPLICE BLOCKING F- z PER PLAN DETAIL WF1OAT ALL LOCATIONS AS REQUIRED. a. Z 5. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING U) Z PLAN i.e. BUILT UP COLUMNS, CONNECTORS, ENGINEERING p > I-- NOTES, SHALL SUPERCEDE ANY INFORMATION SHOWN ON A z0 eLIJ STANDARD DETAIL. IF ANY ITEM IS IN QUESTION, CONTACT THE L 0 Q 06 W STANDARD 2ND FLOOR FRAMING 0 0. 0 NOTES: C U) fl�W 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR � 0 WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. q I �/ W r— U � W ti H ® J � r~- O d7 U U) O UW 0 c �`�O_— Eli (0 ai LUQ~Qp}:C) o U N O Q Z<03: i o z OzIZWO U<<�Qa s z�LL ® Lo M M ® LL C) O U) z --- 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR W U- 0- TO FOLLOW THE DETAILS INDICATED BELOW: W m W OPENING SITTING ON MASONRY - WS45/SD7 z CC OPENING SITTING ON WOOD BEAM - WS46/SD7 Q U ~ O > U W z O 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW DETAIL WS09/SD5 or_ Q U.N.O. o 4. IF SHEATHING IS NOT INSTALLED CONTINUOUS (ONE SOLID PIECE) 0 � FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF U FRAME WALL, INSTALL REQUIRED SHEATHING SPLICE BLOCKING F- z PER PLAN DETAIL WF1OAT ALL LOCATIONS AS REQUIRED. W Z 5. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING U) Z PLAN i.e. BUILT UP COLUMNS, CONNECTORS, ENGINEERING p NOTES, SHALL SUPERCEDE ANY INFORMATION SHOWN ON A z0 eLIJ STANDARD DETAIL. IF ANY ITEM IS IN QUESTION, CONTACT THE L ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. Q 06 I �/ W r— U � W ti H ® J � r~- O d7 U U) O UW 0 c �`�O_— Eli (0 ai LUQ~Qp}:C) o U N O Q Z<03: i o z OzIZWO U<<�Qa s z�LL ® Lo M M ® LL C) O U) O --- LjU M 0- U W m W LL QC CHECK: CC ~ ~ O JOB No. PSQ-2180199 W z W Q SCALE: Q W o F- 0 U � U Q z U 0 W I �/ W r— U � W ti H ® J � r~- O d7 U U) O UW 0 c �`�O_— Eli (0 ai LUQ~Qp}:C) o U N O Q Z<03: i o z OzIZWO U<<�Qa s z�LL ® Lo M M ® LL C) O U) -DESIGN. --- I0— M 0- U c� 0 QC CHECK: CC - U) JOB No. PSQ-2180199 Q SCALE: 0� o W LU z U L W W III0 z CL � W ~ U t( 0 W '-) �r r. ( ® >- W ca �. N W BLDG DESIGN: --- STRUCTURAL ENG: CNS W DRAFTING: ly QDATE: 08/09/18 w ROOF FRAM"ING PLAN 1/4"=1'-0" v X S7B r COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. t I S S I S S t -DESIGN. --- I0— -STRUCT: TNA U 0 QC CHECK: CC - U) JOB No. PSQ-2180199 Q SCALE: AS INDICATED QDATE: 08/09/18 w ROOF FRAM"ING PLAN 1/4"=1'-0" v X S7B r COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. t I S S I S S t PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL (1) #5 VERTICAL IN GROUT FILLED CELL (IF REQ'D PER PLAN) NOTE: SEE MD08 ON LINTEL PLAN VERTICAL REINFORCEMENT DETAIL NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL SEE FRAMING PLAN FOR BEARING WALL LOCATION SEE BEARING WALL SCHEDULE FOR REQUIREI CONNECTIONS, STUD SPACING, AND BLOCKING REQUIREMENTS 1/2"=1'-0" ALTERNATE CONNECTIONS I.L.O. J -BOLT: 1. MIN. (6) 1/2"x5" TITEN HD W/ 3-1/2" MIN. EMBED. 2. MIN. (6) 1/2" ASTM F1554, Gr. 36 (OR BETTER) THREADED ROD W/4-1/2" MIN. EMBED. W/ SIMPSON SET -XP EPDXY OR EQUIV. USE 2"x2" SQUARE WASHER 2x6x12 P.T. SYP #2 CENTER BUCK • - - - I 1/2" J -BOLT W/ 5 1/2" EMBED. -- -- 2x P.T. SYP #2 NAILER 1 1/2" T OF OPENING W/ (1) 1/4"x2-3/4" MIN. TAPCONS 24" O.C. & - - IN. - 4" MIN. FROM @ FACE OF CMU 4" FROM ENDS ANCHOR NOT PERMITTED TO BE INSTALLED WITHIN 1-1/2" OF HEAD JOINT MIN. (6) 1/2" DIAMETER J -BOLTS USING 2"X2" SQ. WASHERS & 5-1/2" MIN. EMBED. AT EA. 2x6 P.T. DOOR -- - BUCK, EA. SIDE OF OPENING. FIRST ANCHOR (BOTTOM & TOP) 8" MAX. ABOVE GARAGE F.F. & 6" BELOW TOP OF BUCK. SPACE REMAINING ANCHORS @ 24" O.C. MAX NOTE: CONTRACTOR TO VERIFY co BUCK TO CMU ATTACHMENT LOCATIONS PER GARAGE DOOR Q (D w u (D MFR.'S WRITTEN SPECIFICATIONS ai O " u) j m w - - 45 DEG. BEVEL CUT 2x6 P.T. SYP #2 BUCK 0M ¢ -- -- END, 1 1/2" ABOVE L- O GARAGE F.F., EA. SIDE — SECTION OF OPENING DO GARAGE BUCK DETAIL (MAX. 170C) BEARING/ SHEARWALL CONNECTION TO CMU 2x BUCK DETAIL 3/4"=1'-0" PRE -CAST LINTEL PER PLAN OPENING WATERPROOFING BY BUILDER/ OTHERS WINDOW/DOOR OPENING SIZE AND LOCATION PER PLAN (TYP). MASONRY WALL PER PLAN (TYP). P.T. BUCKS PER SCHEDULE 1/2"=1'-0" (2) 2x TOP PLATE W/ (3) 12d END NAILS TO LAST STUD TYPICAL TIE BEAM W/ 3000 psi CONC. W/(1) #5 REBAR CONT. I'/ 2x PT STUD OR ALTERNATE 1x PT FURRING TO CMU W/ 2x FRAMING PER PLAN TYPICAL FILLED CELL W/ 3000 psi CONC. W/(1) #5 REBAR VERT. VERIFY W/ PLAN FOR REQ'D LOCATIONS CMU WALL AS REQ'D PER PLAN 4) EQ. SPACED 2' TITEN HD ANCHORS W/ 01N. 1 2" EMBEDMENT FOR HOLLOW 3LOCK OR 3 1/2" EMBEDMENT FOR SOLID 3LOCK. MAX. 6" FROM TOP AND BOTTOM DR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" =ROM TOP AND BOTTOM AND 12" O.C. 3ETWEEN PT BASE PLATE P.T. BUCK FASTENER SCHEDULE SIZE TAPCONS SPACING # ROWS 1x4 3/16" x 2 1/4" 12" O.C. 1 1x6 3/16" x 2 1/4" " EXT. AS NOTED 1x8 3/16" x 2 1/4" 12" O.C. 2 o • � I FOR BEAM SIZE (ONLY ATTACHED TO MIN. 2x4 3/16" x 3 1/4" 12" O.C. 1 2x6 3/16" x 3 1/4" " I PER PLAN) 2x8 3/16" x 3 1/4" 1 12" O.C. 2 NOTES: 1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE 4" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK. 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN THIS CASE. 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK. MAX. 2 PLIES OVER INITIAL P.T. BUCK. 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID GROUTED CMU. 6. WINDOW OR DOOR INSTALLATION BY OTHERS 1/2"=1'-0" SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D LAST STUD OF KNEE WALL I�I \ }� JOINING UP TO MAIN HOUSE y WALLS SHALL BE ATTACHED i (2) 2x TOP PLATE TO MIN. (2) 2x FULL HEIGHT WALL STUDS W/ (2)-16d NAILS @ 12" O.C. MIN. 2x4 SPF #2 KNEE WALL I (2) 2x #2 SYP SEE PLAN WITH STUDS @ 16 O.C. W/ FOR BEAM SIZE STRUCTURAL SHEATHING ON BOTH SIDES FROM TOP I BUILDER FRAME OF WALL TO BOTTOM OF RADIUS AS REQ'D BEAM. ATTACHED PER NAILING SCHEDULE OTHERWISE SP2 CLIPS _ EACH STUD TO DOUBLE TOP PLATE AND SP1 CLIPS EACH STUD TO BOTTOM PLATE fi FO KNEEWALL AT DOWNSET BEAM PRE-ENGINEERED — ROOFTRUSS - SEE FRAMING PLAN FOR SPACING SEE PLAN FOR —� CONNECTION 2x BRG WALL, SEE PLAN FOR STUD SIZE & SPACING. MIN (2) 2x UNDER GIRDER TRUSS U.N.O. 2x BLOCKING SIMPSON LSTA24 EACH STUD 3/4"=1'-0" ROOF SHEATHING, NAIL PER PLAN DOUBLE TOP PLATE SIMPSON SP4 OR SP2 @ EACH STUD EXTERIOR SHEATHING NAIL PER PLAN 2x BRG WALL, SEEPRE-ENG. ROOF PLAN FOR STUD SIZE &__---�jj TRUSS PER PLAN SPACING. MIN (2) 2x UNDER GIRDER TRUSS SEE PLAN FOR U.N.O. CONNECTION F1 SECTION @ DOUBLE BEARING PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX. TYP. TRUSS T( CONNECTION I CONNECTION I EXT. SHEATHI1' PER NAILING S TOP OF KNEE\ OR SP2 CLIPS CLIPS AT BASE 2x BLOCKING MIN 2x4 STUD O/C 2x P.T. PLATE 1/2" x 8" A.B. 01 O.C. & 6" FROM CENTER ON Bi TOP KNOCK 0' COURSE W/ (1; CONT. 3/4"=1'-0" (2) 2x PLATE LAST STUD OF — KNEE WALL JOINING UP TO MAIN HOUSE WALLS SHALL BE ATTACHED TO MIN. (2) 2x FULL HEIGHT WALL STUDS W/ (2)-16d NAILS @ 12" O.C. MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W/ STRUCTURAL SHEATHING ON BOTH SIDES FROM TOP OF WALL TO BOTTOM OF BEAM. ATTACHED PER NAILING SCHEDULE SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD.CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D `— (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE I I KNEEWALL AT UPSET BEAM (2) 2x BUILT-UP COL. 2x BLOCKING W/ — (2) 12d NAILS @ EACH END SIMPSON LSTA30 W/ (22) 10d NAILS (ALL CORNER CONDITIONS STRAP AROUND TALLER STUD) (2) 2x TOP PLATE ATTACH 2x TO — BUILT-UP W/ (2) ROWS OF 10d NAILS STAGGERED @ 8" O.C. BUILDER FRAME RADIUS AS REQ'D 3/4" (2) 2x TOP PLATE SEE FLOOR PLAN FOR MORE BRG. WALL INFO STEP @ BEARING FRAME WALL KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN STRUCTURAL SHEATHING TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE LAST STUD OF CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN BEAM INTO LONG SPAN AS INDICATED ON BEAM KNEE WALL JOINING �,,�,� Ii t— 00 STRAP IS NOT REQUIRED. `�� � •• I (2) 2x TOP PLATE UP TO MAIN HOUSE C M 'o'z `r EXT. AS NOTED (2) 2x #2 SYP SEE PLAN WALLS SHALL BE LAP BEAM PLYS AND o • � I FOR BEAM SIZE (ONLY ATTACHED TO MIN. NAIL AS SHOWN (5) IF OPENING PROVIDED (2) 2x FULL HEIGHT 0.131 x 3 1/4" NAILS I PER PLAN) WALL STUDS W/ PER PLY I 2x4 SPF #2 KNEE WALL (2)-16d NAILS @ 12" I— W/ STUDS @ 16" O.C. O.C. W/ STRUCTURAL 1/2" x 8" ANCHOR BOLT --4�L Z I SHEATHING FROM OR TITEN HD @ 32" EXTERIOR BEAM AS TOP OF WALL TO O.C. & 6" FROM EACH PT POST (AS NOTED) CI- BOTTOM OF WALL. END ATTACHED PER 2x PT BOTTOM o° NAILING SCHEDULE PLATE �'° OTHERWISE SP2 CLIPS NUT SET IN ADHESIVE 0 71 EACH STUD TO BEAM PRECAST LINTEL OR ° ABOVE AND SP1 CLIPS KNOCK OUT COURSE V' EACH STUD TO MASONRY WALL BOTTOM PLATE "FOKNEEWALL AT MASONRY WALL 3/4"=1'-0" SEE FOUNDATION \Q a j / PLAN FOR ADDITIONAL INFO SIDE VIEW @ BASE OF POST CORNER COLUMN FRAMING 1l CONC. SLAB - SEE FOUNDATION PLAN FOR MORE INFO RE. ELEV. FOR O.H. 3/4"=1'-0" PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION TOP OF MASONRY Y SEE ARCH PLANS FOR OVERHANG INFO TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID w WINDOW PER > FLOOR PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN MAIN FLOOR ELEV 0'-0" VERT REINF. BEYOND I I—� MASONRY WALL PER V PLAN SEE FOUNDATION DETAILS FOR FTG INFO WS0TYPICAL1 ONE STORY CMU WALL SECTION 3/4"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. z O I-_ F5 W ZE U ON cD z 0 J m 0 W z O U z O O 0- W w z r O J Q W J w O U 0 z a C W I-_ a_ Q T_ U U_ O U) z 0 W O 0� 12- W w Of I--- U) - U) 0 co U_ O z O Q U O w h _ W U z Q O U U Q z 0 W U) O D_ I (9 z 0 Q O J ❑ z W z ❑ z cn F- O W z (D U) w 0 U CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN �,,�,� Ii t— 00 STRAP IS NOT REQUIRED. `�� � •• '®• ftp � Y o z PT. POST (AS NOTED) C M 'o'z `r EXT. AS NOTED _❑ •Z� 00d F LAP BEAM PLYS AND o • � NAIL AS SHOWN (5) 0.131 x 3 1/4" NAILS v PER PLY I— HTS20 CLIP FROM POST TO BEAM --4�L Z EXTERIOR BEAM AS NOTED PLAN VIEW @ TOP OF POST I— PT POST (AS NOTED) CI- ABU POST BASE (AS NOTED) o° W 5/8" THREADED ROD w/ NUT SET IN ADHESIVE SEE FOUNDATION \Q a j / PLAN FOR ADDITIONAL INFO SIDE VIEW @ BASE OF POST CORNER COLUMN FRAMING 1l CONC. SLAB - SEE FOUNDATION PLAN FOR MORE INFO RE. ELEV. FOR O.H. 3/4"=1'-0" PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION TOP OF MASONRY Y SEE ARCH PLANS FOR OVERHANG INFO TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID w WINDOW PER > FLOOR PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN MAIN FLOOR ELEV 0'-0" VERT REINF. BEYOND I I—� MASONRY WALL PER V PLAN SEE FOUNDATION DETAILS FOR FTG INFO WS0TYPICAL1 ONE STORY CMU WALL SECTION 3/4"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. z O I-_ F5 W ZE U ON cD z 0 J m 0 W z O U z O O 0- W w z r O J Q W J w O U 0 z a C W I-_ a_ Q T_ U U_ O U) z 0 W O 0� 12- W w Of I--- U) - U) 0 co U_ O z O Q U O w h _ W U z Q O U U Q z 0 W U) O D_ I (9 z 0 Q O J ❑ z W z ❑ z cn F- O W z (D U) w 0 U S f S s f ��,�����9�99A1��a�✓�� W dam' i, .a� .•j�,9 �,,�,� Ii t— 00 `�� � •• '®• ftp � Y o z C M 'o'z `r O O� -.1 Q U w `Lrm < _❑ •Z� 00d F o • � co v Lij I— Z O I— CI- U W 0 W Oo' U° ' M N V S,...�� d 0 o U zrQo1 9pp9 z° fy- U)w LLJ v w r` ®ern❑cow 0 U) o U Uwz❑M�.= 00 Z Q zO _j i m JO~Q>-Q f.. Z)cnNOQ� o W z 0 '3 � �❑zzwz o I-- Oz►—w�e0 E W UQQC ; W Z F --U) Z2OLO OLL C) `u 0 0� WLLJ 0 j Uj W LLJ W LLj I�- 0 Q W 0 00 CD >_ BLDG DESIGN: --- STRUCTURALENG: CNS DRAFTING: -DESIGN: --- -STRUCT: TNA QC CHECK: CC JOB No. PSQ-2180199 SCALE: AS INDICATED DATE: 08/09/18 "D 16 S f S s f SIMPSON I I Ivr1 DIAGONAL TO BEAM SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN SIMPSON DIAGONA PLATE SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM WALL TO GABLE TRUSS DOUBLE 2x TOP PLATE FASTEN SIDE WALL SHEATHING PER PLAN. EXT. SHEATHING; ATTACH PER PLAN GABLE END @ FLAT CEILING CONNECTIONS 3/4"=1'-0" (150 MPH EXP. B) 2x4 SYP #2 BLOCKING @ 48" O.C. MAX. W/ (3) 12d TOE -NAILS @ EA. ROOF SHEATHING PER END. REDUCE PLAN ATTACH PER SPACING TO 24" O.C. NAILING SCHEDULE @ WALLS CARRYING _ LOADS SUCH AS CABINETS OR HEAVY SHELVING SIMPSON DTC @ EACH HORIZONTAL BLOCK LOCATION. ATTACH W/ (6) 8d NAILS (MAX. '4 VERTICAL GAP BETWEEN 12" LONG—= BLOCK & TRUSS BOTTOM CHORD/ TRUSS BLOCKING.) 2x BLOCKING x 12" LONG @ HORIZONTAL BLOCKING LOCATION FOR CLIP ATTACHMENT. ATTACH TO WALL SINGLE TOP PLATE W / MIN. (4) 8d NAILS. SINGLE 2x TOP PLATE F2 NON-BEARING WALL (PARALLEL TRUSS) TRUSSES AT 24" O.0 TYP. NON -LOAD BEARING WALL PER SIMPSON DTC @ 48" PLAN. STUDS @ 24 O.C. ATTACH W/ (6) E O.C. MAX. STUD NAILS (MAX. "' SPACING TO BE VERTICAL GAP REDUCED DOWN TO BETWEEN 12" LONG 16" O.C. MAX. @ BLOCK & TRUSS LOCATIONS CARRYING BOTTOM CHORD/ LOADS SUCH AS TRUSS BLOCKING.) CABINETS OR HEAVY REDUCE DTC SPACIi SHELVING. TO 24" O.C. FOR WALLS CARRYING HOLD TOP OF LOADS SUCH AS NON -LOAD BEARING CABINETS OR HEAV WALL DOWN 1-2' SHELVING BELOW BOTTOM OF TRUSS BOTTOM 2x BLOCKING x 12" CHORD. LONG @ TRUSS LOCATION FOR CLIF ATTACHMENT, @ 4 O.C. ATTACH TO WF SINGLE TOP PLATE k MIN. (4) 8d NAILS. SINGLE 2x TOP PLA- 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK NOTE: ALL GABLE ADJ. BAYS @ EA. DIAG. AS SHOWN. FASTEN BRACING IS TO BE ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ SYP#2 OR BETTER 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) (5) 16d NAILS BRACE TO BLOCKING PROVIDE 2x4 BRACE TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. GABLE BRACING @ 48" O.C. NOT REQ'D 6' FROM EAVES GABLE BACIN CHART H REQ'D GABLE END "L" AND/OR "T" UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H L 7'-0" BRACING STRONG BACK PER GABLE 7'-0" < H,4 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H:,,�14'4" END BRACING CHART 14'-0" < HL18'-8" STRONGBACK W/ (2) 2x4 BRACE O 2x4 SYP #2 TOP CHORD BRACING T z`-cj @ 16 O.C. MIN (2) TRUSS BAYS DOOR OPENING Q O z e u j < BACK FROM GABLE END (MIN. 48") GABLE END !Y CONTRACTOR TO FIELD VERIFY WHICH � ,- < OLL TRUSS PER CONDITION IS REQUIRED. CONTACT EOR ^^. H A23 DIAGONAL TO PLAN TYP. O FOR ADDITIONAL INFO AS REQ'D TRUSS BOTTOM < CHORD. REFER TO rUjZ SIMPSON A23 @ EACH GE02 FOR REQ'DXT Z O z W U) W MAINTAIN 3 1/4" BRACE TO PLATE BRACING TYP. = (D z W W J O CLEARANCE BETWEEN �." Uj 1/2" J -BOLTS w/ 2x4 SYP #2 BOTTOM W z O U INSIDE FACE OF CMU WASHERS (MIN. 7" CHORD BRACING @ 16" UJ SHEATHING & AND CENTERLINE OF EMBED) MIN. 6" FROM O.C. FOR FALSE BEAM V7 id' 0 W NAILING PER J -BOLT EACH END AND 32" ATTACHMENT W/ (3) r, z r PLAN SHALL W IY O.C. MAX. z 10d TOENAILS EA. END (D W W W RUN CONT. U z zo MIN. (2) TRUSS BAYS W 0 BLDG DESIGN: M ACROSS GABLE 2x8 P.T. PLATE, CANT. STRUCTURALENG: w co BACK FROM GABLE _j TO BOTTOM OF FOR CLG. NAILING = v END (MIN. 48")i LL FALSE BEAM. SURFACE � ., Q o m 2x TOP PLATE TO ATTACHED PER PROVIDE 16d NAILS p GABLE END W/ 12d NAILING END TRUSS TO = NAILS @ 6 O.C. SCHEDULE GABLE a. PLATE @12" O.C. MAX. HGA10 @ 32" O.C. 2x4 SYP #2 FRAMING FOR FALSE BEAM @ 16" O.C., IF REQ'D W/ (4) 10d NAILS @ EA. TRUSS BRACE E BEAM COURSE w/ TIEB TOP AND BOTTOM 2x4 #2 SYP CMU WALL OR LINTEL CONT. MIN. 2x4 SYP #2 STUDS @ 16" O.C. BLOCKING BELOW W/ SINGLE BOTTOM & TOP PLATE BETWEEN STUDS ONLY IF CMU WALL CONNECTION W/ (3) 10d NAILS EACH END TYP. FALSE BEAM FRAME DOWN 2x4 SYP #2 HORIZONTALPER PLAN IS A SINGLE 2x BLOCKING @ 16" O.C. W/ (3) 10d IF REQ'D WIDE NAILS EACH END CLEAR SPAN CONNECTION ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GABLE END @ FLAT CEILING CONNECTIONS 3/4"=1'-0" (150 MPH EXP. B) 2x4 SYP #2 BLOCKING @ 48" O.C. MAX. W/ (3) 12d TOE -NAILS @ EA. ROOF SHEATHING PER END. REDUCE PLAN ATTACH PER SPACING TO 24" O.C. NAILING SCHEDULE @ WALLS CARRYING _ LOADS SUCH AS CABINETS OR HEAVY SHELVING SIMPSON DTC @ EACH HORIZONTAL BLOCK LOCATION. ATTACH W/ (6) 8d NAILS (MAX. '4 VERTICAL GAP BETWEEN 12" LONG—= BLOCK & TRUSS BOTTOM CHORD/ TRUSS BLOCKING.) 2x BLOCKING x 12" LONG @ HORIZONTAL BLOCKING LOCATION FOR CLIP ATTACHMENT. ATTACH TO WALL SINGLE TOP PLATE W / MIN. (4) 8d NAILS. SINGLE 2x TOP PLATE F2 NON-BEARING WALL (PARALLEL TRUSS) TRUSSES AT 24" O.0 TYP. NON -LOAD BEARING WALL PER SIMPSON DTC @ 48" PLAN. STUDS @ 24 O.C. ATTACH W/ (6) E O.C. MAX. STUD NAILS (MAX. "' SPACING TO BE VERTICAL GAP REDUCED DOWN TO BETWEEN 12" LONG 16" O.C. MAX. @ BLOCK & TRUSS LOCATIONS CARRYING BOTTOM CHORD/ LOADS SUCH AS TRUSS BLOCKING.) CABINETS OR HEAVY REDUCE DTC SPACIi SHELVING. TO 24" O.C. FOR WALLS CARRYING HOLD TOP OF LOADS SUCH AS NON -LOAD BEARING CABINETS OR HEAV WALL DOWN 1-2' SHELVING BELOW BOTTOM OF TRUSS BOTTOM 2x BLOCKING x 12" CHORD. LONG @ TRUSS LOCATION FOR CLIF ATTACHMENT, @ 4 O.C. ATTACH TO WF SINGLE TOP PLATE k MIN. (4) 8d NAILS. SINGLE 2x TOP PLA- 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK NOTE: ALL GABLE ADJ. BAYS @ EA. DIAG. AS SHOWN. FASTEN BRACING IS TO BE ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ SYP#2 OR BETTER 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) (5) 16d NAILS BRACE TO BLOCKING PROVIDE 2x4 BRACE TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. GABLE BRACING @ 48" O.C. NOT REQ'D 6' FROM EAVES GABLE BACIN CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H L 7'-0" (1) 2x4 BRACE 7'-0" < H,4 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H:,,�14'4" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < HL18'-8" STRONGBACK W/ (2) 2x4 BRACE A -A GABLE VERTICAL BRACING 2x4 BRACE IF REQ'D SEE CHART. 10d COMMON NAILS @ 6" O.C. GABLE VERTICAL 2ND 2x4 BRACE IF REQ'D, SEE CHART 3/4"=1'-0" TYP. NON -LOAD BEARING WALL PER PLAN. STUDS @ 24" O.C. MAX. STUD SPACING TO BE REDUCED DOWN TO 16" O.C. MAX. @ LOCATIONS CARRYING LOADS SUCH AS CABINETS OR HEAVY SHELVING. HOLD TOP OF NON -LOAD BEARING WALL DOWN 1-2' BELOW BOTTOM OF TRUSS BOTTOM CHORD. WHERE O.H. IS > V-0", DROP GABLES w/ OUTLOOKERS @ 24" O.C. TO RUN 1'-0" MAX E ELEV.YOOD CANT. O.H. SEE BACK TO 1 ST COMMON TRUSS WITH O.H.OR .(3) 12d TOENAILS. CONNECT TO H. SIZE DROP GABLE WITH H2.5 CLIP. MAX 2'-0" O.H CONT. 2x4 2x4 DIAGONAL BRACE @ 48" O.C. TO 3RD BAY REQ'D w/ \ \ STRONGBACK, SEE \ \ CHART \ \ GABLE BRACING (+) SEE CHART STRONGBACK IF REQ'D PER CHART A GABLE END SHEATHING FASTEN PER LAN. SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA, GABLE 2x4 BRACE WITH (2) 10d NAILS (1) A23 FROM — STRONGBACKTO DIAGONAL 2x6 10d COMMON NAILS @ 8" O.C. • • •o STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 #2 SYP CONT. W/ (2) 16d COMMON NAILS EA. STUD OR TRUSS MEMBER, TYP. (MAX. 24" O.C.). IF MASONRY, USE (2) 1/4" TAPCONS W/ MIN. 2" EMBED. @ 24" O.C. TRUSS OR ROOF SYSTEM WOOD/MASONRY WALL OR TRUSS, SEE PLAN 3/4"=1'-0" Y SP4 @ BASE OF EA. STUD U.N.O. SEE BEARING WOOD WALL SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET FOR MORE INFORMATION cine Tno nE: 001001 C AT STUD U.N.O. SEE BEARING WALL SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET FOR MORE INFO. (2) ROWS 12d NAILS STAGGERED @ 12" O.C. EA. FACE OR (3) ROWS 12d NAILS STAGGERED @ 12" O.C. FOR 2X10 OR GREATER HEADER LSTA30 HEADER TO STUDS U.N.O. DOWNFRAME TO DOOR SIM TO WF01/SD3 2X STUDS TYP. ATTACH JAMB STUDS PER WF08/SD3 BASE PLATE TO BE ATTACHED TO FTG USING 1/2" 0 J -BOLTS OR EPDXY ANCHOR @ 6" FROM EA. END OF BASE PLATE & WALL OPENINGS & 32" O.C. W/ 7" MIN EMBED. & 2" WASHER. AT SLAB STEP DOWNS, EMBED. MUST BE 7" BELOW STEP P.T BASE PLATE 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. TOP AND BOTTOM IF HEADER IS NOT FLUSH AGAINST TOP PLATE * WHEN STUD LENGTH IS < 12" USE LSTA30 STRAPS AT EA. STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EA. SIDE W/ (11) 10d NAILS SP4 TOP OF CRIPPLE AT STRAP LOCATION (2) ROWS 12d NAILS STAGGERED @ 12" O.C. EA. FACE OR (3) ROWS 12d NAILS STAGGERED @ 12" O.C. FOR 2X10 OR GREATER HEADER SEE HEADER SCHEDULE FOR HEADER CONNECTION INFORMATION LSTA30 HEADER TO STUDS U.N.O. FILLING AND BLKING AS REQ'D W/ (2) ROWS OF 12d @ 16" O.C. TO HEADER UNO 2X STUDS TYP. ATTACH JAMB STUDS PER WF08/SD3 BASE PLATE TO BE ATTACHED TO FTG USING 1/2" J -BOLTS OR EPDXY ANCHOR @ 6" FROM EA. END OF BASE PLATE & WALL OPENINGS & 32" O.C. W/ 7" MIN EMBED PER BRG WALL SCHEDULE. AT SLAB STEP DOWNS, EMBED. MUST BE 7" MIN. BELOW STEP P.T BASE PLATE HEADER DETAIL NOTES: 1. UPLIFT CONNECTORS INDICATED ON THIS DETAIL ARE ONLY REQUIRED WHEN BEARING WALL HAS UPLIFT. IF FRAMING PLAN INDICATES CONNECTORS, THEY WILL SUPERCEDE THE STANDARD CONNECTORS SHOWN HERE AND THE STANDARD CONNECTORS ARE NOT REQUIRED. 2. REQUIRED NUMBER OF KING STUDS PER THE HEADER SUPPORT SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET. QUANTITY OF KING STUDS SHOWN ON FRAMING PLANS SHALL SUPERCEDE THE QUANTITY AS SHOWN ON STANDARD DETAILS. 3. JACK STUDS SHALL BE INDICATED ON FRAMING PLANS BY THE DIAMOND DESIGNATION AND SHALL BE THE BEARING SUPPORT MEMBERS FOR HEADERS. IF NO JACK STUD DESIGNATIONS ARE SHOWN, REFER TO THE HEADER SUPPORT SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET. 4. CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. THEN ATTACH ADDIT'L KINGS AS REQ'D. TYPICAL INTERIOR BEARING WALL HEADER 1/2"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. (n W w 00 � IL °o v w o 'y mak' U)' "_ O T z`-cj Z_ DOOR OPENING Q O z e u j Y SP4 @ BASE OF EA. STUD U.N.O. SEE BEARING WOOD WALL SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET FOR MORE INFORMATION cine Tno nE: 001001 C AT STUD U.N.O. SEE BEARING WALL SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET FOR MORE INFO. (2) ROWS 12d NAILS STAGGERED @ 12" O.C. EA. FACE OR (3) ROWS 12d NAILS STAGGERED @ 12" O.C. FOR 2X10 OR GREATER HEADER LSTA30 HEADER TO STUDS U.N.O. DOWNFRAME TO DOOR SIM TO WF01/SD3 2X STUDS TYP. ATTACH JAMB STUDS PER WF08/SD3 BASE PLATE TO BE ATTACHED TO FTG USING 1/2" 0 J -BOLTS OR EPDXY ANCHOR @ 6" FROM EA. END OF BASE PLATE & WALL OPENINGS & 32" O.C. W/ 7" MIN EMBED. & 2" WASHER. AT SLAB STEP DOWNS, EMBED. MUST BE 7" BELOW STEP P.T BASE PLATE 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. TOP AND BOTTOM IF HEADER IS NOT FLUSH AGAINST TOP PLATE * WHEN STUD LENGTH IS < 12" USE LSTA30 STRAPS AT EA. STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EA. SIDE W/ (11) 10d NAILS SP4 TOP OF CRIPPLE AT STRAP LOCATION (2) ROWS 12d NAILS STAGGERED @ 12" O.C. EA. FACE OR (3) ROWS 12d NAILS STAGGERED @ 12" O.C. FOR 2X10 OR GREATER HEADER SEE HEADER SCHEDULE FOR HEADER CONNECTION INFORMATION LSTA30 HEADER TO STUDS U.N.O. FILLING AND BLKING AS REQ'D W/ (2) ROWS OF 12d @ 16" O.C. TO HEADER UNO 2X STUDS TYP. ATTACH JAMB STUDS PER WF08/SD3 BASE PLATE TO BE ATTACHED TO FTG USING 1/2" J -BOLTS OR EPDXY ANCHOR @ 6" FROM EA. END OF BASE PLATE & WALL OPENINGS & 32" O.C. W/ 7" MIN EMBED PER BRG WALL SCHEDULE. AT SLAB STEP DOWNS, EMBED. MUST BE 7" MIN. BELOW STEP P.T BASE PLATE HEADER DETAIL NOTES: 1. UPLIFT CONNECTORS INDICATED ON THIS DETAIL ARE ONLY REQUIRED WHEN BEARING WALL HAS UPLIFT. IF FRAMING PLAN INDICATES CONNECTORS, THEY WILL SUPERCEDE THE STANDARD CONNECTORS SHOWN HERE AND THE STANDARD CONNECTORS ARE NOT REQUIRED. 2. REQUIRED NUMBER OF KING STUDS PER THE HEADER SUPPORT SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET. QUANTITY OF KING STUDS SHOWN ON FRAMING PLANS SHALL SUPERCEDE THE QUANTITY AS SHOWN ON STANDARD DETAILS. 3. JACK STUDS SHALL BE INDICATED ON FRAMING PLANS BY THE DIAMOND DESIGNATION AND SHALL BE THE BEARING SUPPORT MEMBERS FOR HEADERS. IF NO JACK STUD DESIGNATIONS ARE SHOWN, REFER TO THE HEADER SUPPORT SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET. 4. CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. THEN ATTACH ADDIT'L KINGS AS REQ'D. TYPICAL INTERIOR BEARING WALL HEADER 1/2"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. W r U_ O W O W (n W w 00 � IL °o v w o 'y mak' U)' "_ O T z`-cj Z_ `Is! �F� Q O z e u j < ®_, P9 : Z !Y -- � ,- < OLL w r ®�11J ^^. H W r U_ O W O W (n W Q – - Z > Q W -- O O 0 O < O Z_ a -- -- L Ofr- co -- --- -- - w r ®�11J ^^. H r O U < U rUjZ W r Z O z W U) W O 06 W Z = (D z W W J O �." Uj Z U a- W z O U cYi W (n W Q – - i U W -- O O 0 ry < O Z_ 0 L Ofr- co U � L ®�11J ^^. H r U U rUjZ W 0 Z O z W U) W O 06 U O = (D z W W ZJ �." Uj Z W z W z O U < W Q O Cl) z U O < Z_ 0 w W DRAFTING -DESIurv: --- U-STRUCT: TNA � QC CHECK: CC U) JOB No. PSQ-2180199 < SCALE: AS INDICATED r - z --- - W DATE: 08/09/18 0 W I-_ bU2 s s S s s S z 0 ®�11J z W W LLI = W Uj z �(��j0® UJ L U V7 id' 0 W r, z W IY < (D W CL N U W 0 BLDG DESIGN: --- STRUCTURALENG: CNS W DRAFTING -DESIurv: --- U-STRUCT: TNA � QC CHECK: CC U) JOB No. PSQ-2180199 < SCALE: AS INDICATED r - z --- - W DATE: 08/09/18 0 W I-_ bU2 s s S s s S 2x4 BLOCKS, (2) 16' NAILS @ EA. END. BLOCK ADJ. BAYS EA.DIAG. AS SHOV1 FASTEN ROOF SHEATHING TO BLOCKS w/8d NAIL, @6"O.C. (5) 16d NAILS BRA( TO BLOCKING PROVIDE 2x4 BRA( TO EA. ADJ. DIAG. FASTEN TO DIAG.v 16d NAILS. GABLE BRACING C O.C. MAX. 45° FRO HORIZONTAL (+/- 1 BRACE NOT REQU 6' FROM EAVES. %THING PER PLAN RE O.H. IS > T-0", P END GABLE w/ -OOKERS @ 24" TO RUN BACK TO 'OMMON TRUSS 1 (3) 12d TOENAILS. NECT TO DROP LE WITH H2.5 CLIP. 2'-0" O.H. T. 2x4 3 @ 24" O.C. LE END ATHING FASTEN PLAN CE AS REQ'D 'SON H10A DIAG. 3LOCKING VIDE 2x BLOCKING NAILING SSS PER PLAN PLAN FOR PORT AND TIE VN OF JACK SSES PROVIDE BLOCKING BETWEEN TRUSS BAYS @ 48 O.C. FOR FIRST 3 BAYS SEE GABLE WALL PER PLAN CONNECTION DETAIL (FRAME WALL SHOWN; FOR REQ'D MAY ALSO BE GABLE END @ FLAT CEILING W/ BOSTON HIP 2x6 COLLAR TIE HALF WAY - UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ EACH END (TYP.) 2x6 RAFTER TO 2x8 RIDGE BOARD W/ A35 ON ONE SIDE OF RAFTER. ATTACH A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) FASTEN SYP OR SPF 2X6 (MIN. WIDTH) PLATE THRU O.S.B SHEATHING (THICKNESS PER PLAN) TO PRE -ENG TRUSS BELOW W/ 1/4"x4-1/2" SIMPSON SDS SCREWS 2x6 PLATE TO TOP CHORD OF ELOW EACH TRUSS B 2x6's @ 24" O.C. MAX. ;F01 FIELD FRAMED VALLEY DETAIL 2x SCAB w/ 10d NAILS @ 4" O.C. PER ENG TRUSSES 3/4"=1'-0" CONNECTIONS MASONRY) BUILDER NOTE: SOFFIT FRAMING NOT REQUIRED WITH ALUMINUM OR VINYL SOFFITS ROOF SHEATHING, FASTEN PER PLAN 2x4 FRAMING @ 24" O.C. MAX. PROVIDE (4)10d x3" NAILS AT JOINT PER PLAN 2x SCAB w/ 10d NAILS �" @ 4" O.C. TRUSS CONNECTION PER -ENG TRUSSES PER PLAN 2x FASCIA PER PLAN CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION LEDGER PER PLAN 2x4 PT LEDGER W/ 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER O.C. PLAN SEE ELEV. FOR O.H. SIZE JP - 2X8 RIDGE BOARD - FASTEN CONY. 2x VALLEY RAFTER FRAMING (OR PRE -ENG VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 CONNECTORS ((5) 8d NAILS) @ EA. RAFTER TO PLATE CONN. O� S0 c qe�0 ROOF SHEATHING, FASTEN PER PLAN 2x4 FRAMING @ 24" O.G. MAX. PROVIDE (4) 10d x 3" NAILS AT JOINT 2x FASCIA (2) 8d TOE NAILS TO LEDGER 2x4 LEDGER W/ (2) 16d NAILS @ 16" O.C. SEE ELEV. FOR CONDITION @ CMU WALL CONDITION @ FRAME WALL TYPICAL SCAB OVERHANG PRECAST LINTEL PER PLAN MASONRY WALL SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER DETAIL MD04/SD1 NOTE: CUT BACK 2x8 LINTEL (SEE PLAN) SEE TYPICAL HEADER P.T. @TOP TO ALLOW `4' FRAMING DETAILS FOR CONT. 2x4 BLOCKING 7/16" O.S.B. EA. SIDE AROUND CURVE. MIN. ADDITONAL 2 TAPCON ANCHORS INFORMATION PER 2x8 ria: (HEADER CAN BE EITHER UPSET OR ARCH WINDOW FRAMING DETAILS 3/4"=1'-0" ,jkARCH PER ELEV 2x BLK'G. TO O.S.B. W (2) - 8d EACH END END VIEW w/ CMU HEADER (SEE PLAN) jjkARCH PER ELEV 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 1" EDGE j y 1 1/2" EDGE y 10d x 3 COMMON ❑ 2 1/2" o z ❑ w w1 1/2" W N N _ r � N N N i I N 10d x 3" COMM( 10d x 3" COMMON OPP. —� SIDE z U F= I I oa.. U U) a- Co 00 (2) 2x4's (2) 2x6's "FO TYPICAL BUILT-UP STUD COLUMN DETAIL 1111111111 lea 9 1 10d x 3" COMM( OPP. SIDE 7/16" O.S.B. EA. SIDE 2x BLK'G. TO O.S.B. W/ (2) - 8d EACH END 2 1/2" EDGE (2) 2x8's (2) 2x COLUMN 2X4'S V c c G c EDGE DISTANCE PER DETAIL INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2X's (3+) 2x COLUMN O2x STUDS @ 16" O.C. FOR KNEE WALL LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT OB ROOF SHEATHING FOR STRAP CO CONT. ROOF SHEATHING NAIL PER PLAN °°�' ' \ eo PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END HEADER PER —� TOP CHORDS OF TRUSSES BELOW WHEN i Q a' d Pt = z �' z = BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS LOCATION>X OPRE-ENGINEERED ROOF TRUSS PER PLAN BELOW OF 2x PLATES OVER ROOF DECK PER VALLEY FRAMING DETAIL ODOUBLE TOP PLATE OSIMPSON 2X4'S V c c G c EDGE DISTANCE PER DETAIL INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2X's (3+) 2x COLUMN O2x STUDS @ 16" O.C. FOR KNEE WALL LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT OB ROOF SHEATHING FOR STRAP CO CONT. ROOF SHEATHING NAIL PER PLAN °°�' ' \ eo PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END OTO TOP CHORDS OF TRUSSES BELOW WHEN i Q a' d Pt = z �' z = BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS BELOW AND CONNECT w/ HTS20 @ 32" O.C. OPRE-ENGINEERED ROOF TRUSS PER PLAN BELOW OF 2x PLATES OVER ROOF DECK PER VALLEY FRAMING DETAIL ODOUBLE TOP PLATE OSIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR RAFTER COMMON TRUSS PER PLAN OR CONY. FRAMING w/ JOSTRUCTURAL SHEATHING PER PLAN AND ROOF FINISH PER ARCHITECTURAL PLANS ROOF TRUSSES PER PLAN OR CURVED OCURVED K RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 1/2"=1'-0" TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. DOWNSET) 2x W/ (2) 16d TOE NAILS EACH END (3) 16d COMMON NAILS (TYP.) 2x4 SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EACH SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCKS, 10dx3" 10d x 3" OPP. SIDE \NCE PER COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. Q z w U) W r- N z O H O� OZZ� 0= Im o� O UL W O W z O v5 O CL W I- O J J Q I- w D.. O U ❑ z Q W W I - !Z Q U LL O U z O U) > O a. W DATE: 08/09/18 ❑ W W "D3x t f t f f `La 0 r rtq®® °°�' ' \ eo ry,� 00 '4-°®� W o i Q a' d Pt = z �' z = C Z ¢ o i z _O I— U LLI LLI Uo H z:_.� 7 0 8 Uj z� am z co �w U ~ W ®_jMD(0�_ o SLS -0 W Z < 0 L_ (1) W J . I U1-miz- o JOQ❑>-o 5tn_O�4 �Q0��lii M �. o Z❑=zwz E F-- oZI-WHO W3: Z/� 1— �: 0 z M (n ow o O `- z 0 W 4tW W LLI W LU LU �'- � — a C) 0i W i - O C n BLDG DESIGN: --- STRUCTURAL ENG: CNS DRAFTING: -DESIGN: --- -STRUCT: TNA QC CHECK: CC JOB No. PSQ-2180199 SCALE: AS INDICATED W DATE: 08/09/18 ❑ W W "D3x t f t f f NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYP. PIPE OR DUCT W/ PENETRATION OF MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON (2) 10d NAILS @ 3" O.C. — WITHIN 48" OF SPLICE THEN (2) ROWS 10d NAILS @ 8" O.C. OTHERWISE DOUBLE 2x4 TOP NAIL FIELD INSTALLED PLATE TOP PLATE TO FRAME PROVIDE 2x4 ON TOP WALL OR PRE - OF 2x8 TO PAD OUT ASSEMBLED WALL TOP PLATE. ATTACH PAN1. EL W/ (2) 10d NAIL. PSP N516Z W/ (12) 16d W/ (2) 10d NAILS 3" O.C. ILING . (FOLLOW Q N • NAILS TYP. TOP & BOT. (SOLID BLOCK W/ 2x6) REQUIREMENTS THIS z + ATTACH 2x4 STUDS TO W DETAIL FOR ALL TOP 2x4 #2 SYP P.T. + ; (2) 1 O NAILS @ 3" O.C. TOP PLATE W/ (3) 12d U) BLOCKING @ 24" O.C. 2x4 BLOCKING (2) 12d WITHIN 48" OF SPLICE PLATE SPLICE W/(2)12d END NAILS NAILS, TOENAILED @ + THEN (2) ROWS 10d TOE -NAILS TYPICAL AT LOCATIONS) TRUSS PER PLAN ALL LOCATION ' @ EACH END EACH END.AT 24" O.C. ROOF SHEATHING + NAILS @ 8" O.C. A PER PLAN OTHERWISE 2x4 WALL BEYOND TRUSS PER PLAN TRUSS PER PLAN AGAINST 2x8 STUDS DTC CLIP, (2) 8d NAILS ATTACHED PER O INTO BLOCKING, (4) 8d 8 /L�j (WF08/SD3) (2) 16d TOE NAILS NAILS INTO TOP PLATE �! OVERLAP TOP PLATE ❑ BRACE TO LEDGER AT CORNER � TOP SPLICE @ SIMPSON LTA2 DOUBLE TOP PLATE DOUBLE 2X4 TOP NAIL BOTTOM PLATE w, BLOCKING TO CMU W/ 2x4 LEDGER W/ (2) 10d PLATE ATTACH 2x8 STUDS TO ❑° MASONRY WALL OR (10) 10d NAILS AND NAILS @ EACH WEB TOP PLATE W/ (4) 12d TO EACH PLY OF BUILT O LINTEL SEE PLAN �' MIN. 4 1/8" _ EXTERIOR SHEATHING. (2) 10d NAILS z ATTACH 2x4 STUDS TO TOE -NAILS TYPICAL UP COLUMN BELOW W/ O z TOP PLATE W/ (3) 12d AT ALL LOCATION EMBEDMENT OR ATTACH PER PLAN TOE -NAILS TYPICAL AT SIMPSON META16 a. FROM TOP OF WALL STD CONDITION CMU W TO BOTTOM ALL LOCATION TOP SPLICE m @ X cWn DOUBLE 2x8 TOP TOP PLATE CORNER TRANSITION 2x8 #2 SPF STUDS AT BOTTOM SPLICE OVER ❑ STUD PLATE � SIMPSON DTC, (2) 8d 16„ O.C. LL LL NAILS INTO BLOCKING, (4) 8d NAILS TO TOP MASONRY WALL OR 2x8 #2 SYP PT. SASE PLATE LINTEL SEE PLAN PLATE W/ 1/2” x 8" FO TYPICAL TOP PLATE SPLICE @SAG. WALL TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) (— TRUSS PER PLAN ANCHOR BOLT OR p TITEN HD @ 32" O.C. & 3/4"=1'-0" U) TRUSS PER PLAN 6" FROM EACH END z O VAULTED CONDITION @ CMU o 2x4 SYP #2 BLOCKING, w @ 24" O.C. W/ (2) 12d END NAILS @ EACH O END. Q WALL SHEATHING PER SIMPSON LTA2 TRUSS TO CMU MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL �1 NAIL SHEATHING AT FRAME WALL BOTTOM PLATE & I PLAN 2x DBL TOP PLATE 1 SHEATHING INSTALLED VERTICALLY AT FLOOR SYSTEM (I -JOIST OR SYSTEM42 / FLAT D= NAIL SPACING W/ (10) 10d NAILS & MIN. 4 1/8 2 OR HORIZONTALLY TRUSS) TOP & BOTTOM USING (1) ROW OF 8d NAILS @ M N ° � 0 ° ° ° ° 0_0 0 PER NOTE #2 w EMBEDMENT OR SIMPSON BEYOND7 2x WALL, SEE PLAN 3" O.C. SEE WS10 AND WS11 FOR ADDITIONAL INFO. - D H GAM 10 W/ (4) 1/4" x 1 1/2" S DS ___ __ __ _ �- z I I I a STD CONDITION FRAME WALL — — — W Z 2� NAIL AT DOUBLE TOP PLATE USING (2) ROWS OF 8d r> SHEATHING PER PLAN @ SCREWS & (4) 1/4 TAPCONS OR I >T -Tl TI- I WALL SPLICE, FIELD w z � Q NAILS @ 3" O.C. WALL DOUBLE TOP I D/2 I I O EQUAL MAINTAINING MIN. 2 I I 5 I I I I I I VERIFY IF REQUIRED o.. _ D w U LL x 3� NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS PLATE PER PLAN p EMBEDMENT @ENDS, I I 11 I I l i ¢ E- U5 „ z (4)10d NAILS @ EA. TRUSS PER PLAN OTHERWISE 24" O.C. U.N.O. ON _ — — a. = O @ 3 O.C. IN HORIZONTAL CONDITIONS DOUBLE NAIL EDGE SPACING Q BLOCKING TO FRAMING PLANS III -� I— — — - — -- — — -- W U_ z NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C. CS PLATE III I (( I I 11 WALL SHEATHING O w U.N.O. ON PLANS. STAGGER ALL VERT. PANEL JOINTS - III I I I I I I SPLICE, SEE SPLICE = SHEATHING PER PLAN 3/g TRUSS PER PLAN III III I I I I I DETAIL. MAX 1/8" O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO S= NAIL SPACING Q TRUSS PER PLAN }- W HEADER W/ 8d NAILS @ 3" O.C. (2) ROWS @TOP & M M S S PER NOTE #1 U (2)10d NAILS TO III OPENING III I 4 I I PANELS ETWEEN W � BOTTOM _ _ _ _ _ _ _ BOTTOM CHORD III I I l I I I I I W ° ° ° 0 @EACH END OF III TYP. III I I I II = o SINGLE NAIL EDGE SPACING z EXTERIOR SHEATHING O U) MO W w U ❑ U) LL O z O 0 NON -S a 3/4"=1'-0" SCALE: 3/4"=1'0" GYPSUM WALLBOARD SHEATHING SPLICE DETAIL U O (150 MPH EXP. B) w t- h W U z Q p O U U Q PER CURRENT EDITION FBC-R SECTION M1305: ATTICS CONTAINING APPLIANCES SHALL BE PROVIDED WITH AN OPENING AND CLEAR AND UNOBSTRUCTED PASSAGEWAY LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE, BUT NOT LESS THAN 30" HIGH AND 22" WIDE. A LEVEL SERVICE SPACE NOT LESS THAN 30" DEEP AND 30" WIDE SHALL BE PRESENT ALONG ALL SIDES OF THE IF DESIGN DOCUMENTS INDICATE THAT AN BLOCKING 16" O.C. FASTEN EXT. H AROUND III OPENING III II II II 2x STUDS BEYOND, I I I I I I "- 0 (5) 10d NAILS FOR 2x4 SYP #2 OR CONV. FRAMED cn PRE-ENGINEERED MEMBERS ONLY I= SHEATHING W/ 8d NAILS 6" 2x4 SYP #2 FLAT p TRUSS SYSTEM, THE TRUSS SUPPLIER PRE ENGINEERED ® mea 6L ®®. „a O 0®me aaoe.�001 x "} III SEE PLAN FOR MORE of U_ PROVIDE PIECE OF (2)10d NAILS TO BLOCKING, @ 24" O.C. IF PERPENDICULAR TRUSS . ,a: LAY 2x4 SYP #2 BLOCKING III _ _ _ III I I I I I INFO z I O SHEATHING BETWEEN BOTTOM CHORD W/ (2) 12d END NAILS 2 751b POINT LOAD EACH TRUSS AT THE A/C OVER THE TOP OF THE BOTTOM III 71 � III I I I I I ( w z � � EXTERIOR WALL @EACH END OF @ EACH END. LINTEL PER •ae : CHORD. ATTACH W/ (2) 10d III I I I I I I III II II II = Q SHEATHING & BLOCKING. BLOCKING W/ (2) 1/4" x 3 1/4" TAPCONS @ 12" O.C. PLAN ® NAILS EACH TRUSS 24" O.C. @ i 1—IL_L_ 11L----i—_IL_ � w O ~ �-0 SHEATHING TO HAVE a a WALL SHEATHING PER LAP W/ (2) 16d NAILS co MAX. BLOCKING SHALL EXTEND = — — — — — _ — _ _ _ — — — _j p m SAME THICKNESS & •' ADDITIONAL HGAM 0 FROM PLAN TO EACH TRUSS. TYP A MIN. OF (1) TRUSS BAY EACH SPECIFICATIONS REQUIRED 1/4" x 3 1/4" TAPCONS @ 12" O.C. LLO 0 STRENGTH ORIENTATION CENTER OF EACH STUD TO 2x WALL, SEE PLAN SIDE OF BOND BEAM, TYP. FOR LEVEL WORKING SURFACE FLOOR SYSTEM 7--W AS EXTERIOR WALL .J 0 z w SHEATHING w BEARING CONDITION @ CMU WALL CUT TO FIT 2x BOTTOM PLATE STUD PER PLAN JOINT, MAX. 1/8" GAP ALT. BLOCKING @ FRAME CO N D T O N OPENING SIZE 1 BEYOND SEE PLAN X coZ r r - COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of SHEATHING DIAGRAM 2x6 BLOCKING PLACED (2) ROWS OF 8d NAILS F EARING WALL CLIP DETAIL r06 WLLJV Z 6M r' C F1 EXTERIOR SHEATHING SCHEDULE FLATWISE W/ (2) 16d NAILS EACH END @ 3" O.C. TOP & BOT. OF SHEATHING SPLICE U) MO W w U ❑ U) LL O z O 0 NON -S a 3/4"=1'-0" SCALE: 3/4"=1'0" GYPSUM WALLBOARD SHEATHING SPLICE DETAIL U O (150 MPH EXP. B) w t- h W U z Q p O U U Q PER CURRENT EDITION FBC-R SECTION M1305: ATTICS CONTAINING APPLIANCES SHALL BE PROVIDED WITH AN OPENING AND CLEAR AND UNOBSTRUCTED PASSAGEWAY LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE, BUT NOT LESS THAN 30" HIGH AND 22" WIDE. A LEVEL SERVICE SPACE NOT LESS THAN 30" DEEP AND 30" WIDE SHALL BE PRESENT ALONG ALL SIDES OF THE IF DESIGN DOCUMENTS INDICATE THAT AN 16" O.C. FASTEN EXT. EXT. WALL/TRUSS z A/C UNIT IS TO BE RECESS INTO THE ROOF HGAM 10 TOP AND BOTTOM PLATE TO CMU WALL W/ (4) (5) 10d NAILS FOR 2x4 SYP #2 OR CONV. FRAMED cn PRE-ENGINEERED MEMBERS ONLY I= SHEATHING W/ 8d NAILS 6" Ilk O G�� Q U CX ® J p TRUSS SYSTEM, THE TRUSS SUPPLIER PRE ENGINEERED ® mea 6L ®®. „a O 0®me aaoe.�001 x "} O.C. AT EDGES AND 12" O.C. 2x8 SYP #2 LEDGER. ATTACH TO STUDS W/ (2) W SHALL DESIGN TRUSS TOP CHORDS AND/OR TRUSS AND IF PERPENDICULAR TRUSS IN FIELD. FASTEN TOP 1/4" x 4 1/2" SIMPSON SDS SCREWS @ 16" O.C. 0 BOTTOM CHORDS TO SUPPORT A MIN. (2) CONNECTIONS PER INSTALLED ABOVE, FASTEN TO VERTICAL STUDS MAX.; TO GABLE END STUDS W/ (2) 2 751b POINT LOAD EACH TRUSS AT THE A/C PLAN TYP. 2x8 #2 SYP TOP PLATE TO W. (4) 12d NAILS 1/4" x 3 1/2" SIMPSON SDS SCREWS @ 16" O.C. O LOCATION. MEANS OF A/C SUPPORT SHALL FOR SHINGLE ONLY I- 4'-0" MAX. p TRUSS W/ (2) 12d TOENAILS PLATE W/ (3) 12d NAILS @ MAX.; TO MASONRY W/ 2x6 P.T. SYP #2 LEDGER z BE BY OTHERS a. 2x8 SYP #2 P.T. VERTICAL @ ENDS. IF HEADER HEIGHT W/ (2) 1/4" x 3 1/4" TAPCONS @ 12" O.C. Q O APPLIANCE WHERE ACCESS IS REQUIRED. REFER TO 16" O.C. FASTEN EXT. EXT. WALL/TRUSS SHEATHING PER PLAN -� SECTION M1305 FOR ADDITIONAL REQUIRED 12 HGAM 10 TOP AND BOTTOM PLATE TO CMU WALL W/ (4) (5) 10d NAILS FOR 2x4 SYP #2 OR CONV. FRAMED cn PRE-ENGINEERED MEMBERS ONLY I= SHEATHING W/ 8d NAILS 6" Ilk O G�� Q U CX ® J ❑ z INFORMATION NOT COVERED ON DETAIL SEE STANDARD TRUSS U) ® mea 6L ®®. „a O 0®me aaoe.�001 x "} O.C. AT EDGES AND 12" O.C. SPECIFICATIONS BY MIN. 2x6 SYP #2 OR 12 PLAN ROOF SHEATHING TOP CHORD VARIES ROOF TRUSSES @ 24" XK� 2x4 #2 SYP RAT RUN IN FIELD. FASTEN TOP SIMPSON O PRE-ENGINEERED SEEROOF TRUSSES @ 24" _ ATTACH PER NAILINGPLATE BUILDER, NOT MCD (2) 2x8 SYP #2 P.T. BOTTOM TO VERTICAL STUDS LRUZ26Z W/ (9) PLAN ~ SCHEDULE 22" MIN BY OTHERS TRUSS WEBS NOT m W. (4) 12d NAILS 10d x 1 1/2" NAILS O.C. MAX. ❑ EACH SIDE g1��I<91�9� W M A.H.U. SHOWN FOR CLARITY AIR HANDLER UNIT. SIZE AND 2 o HGAM 10 TOP AND BOTTOM PLATE TO CMU WALL W/ (4) (5) 10d NAILS FOR 2x4 SYP #2 OR CONV. FRAMED cn PRE-ENGINEERED MEMBERS ONLY I= Ilk O G�� Q U CX ® J CMU @ 32" O.C. MAX 2x4 SYP #2 LEDGER. ATTACH TO STUDS OR U) ® mea 6L ®®. „a O 0®me aaoe.�001 x "} SPECIFICATIONS BY co ° 1/4" x 1 1/2" SDS SCREWS & (4) ROOF TRUSSES @ 24" XK� 2x4 #2 SYP RAT RUN DRAIN PAN & ATTACHMENT BY BUILDER, NOT MCD (2) 2x8 SYP #2 P.T. BOTTOM 1/4" x 2 3/4" TAPCONS TO CMU O.C. MAX. DESIGNED O TOP AND BOTTOM MIN Z CONDENSATE LINE BY BUILDER. REFER TO a. @ 32" O.C. & MIN. 6" FROM FOR SHINGLE ONLY I- 4'-0" MAX. p (2) BAYS PAST A/C PLATE W/ (3) 12d NAILS @ @ 16" O.C. MAX.; TO GABLE END STUDS W/ (2) STANDARD TRUSS a. ENDS. IF HEADER HEIGHT OTHERS LOCATION. MIN (3) BAY - o EACH VERTICAL, EACH PLY. 2x4 #2 SYP CROSS v a a SIMPSON LUS24 W/ FASCIA PER F5 LAP W/ (2) 16d NAILS co WRITTEN BRACING (AT 45°) W/ STAGGER NAILS AS •' ADDITIONAL HGAM 0 FROM (6) 10d x 1 1/2" NAILS COMMUNITY SPECS W TO EACH TRUSS. TYP PLYWOOD SHEATHINGW/ SPECIFICATIONS REQUIRED 1/4" x 3 1/4" TAPCONS @ 12" O.C. (3) 12d NAILS TO RAT �B01A/C IN TRUSSES CENTER OF EACH STUD TO ❑ EACH SIDE g1��I<91�9� W M RUNS. TYP EACH SIDE POCKET SGD LLI Z Ilk O G�� Q U CX ® J CMU @ 32" O.C. MAX 2x4 SYP #2 LEDGER. ATTACH TO STUDS OR U) ® mea 6L ®®. „a O 0®me aaoe.�001 x "} DRAIN PAN & ATTACHMENT BY i- (2) 2x8 SYP #2 P.T. BOTTOM BEAM W/ (2) 1/4" x 4 1/2" SIMPSON SDS SCREWS W CONDENSATE LINE BY BUILDER. REFER TO O PLATE W/ (3) 12d NAILS @ @ 16" O.C. MAX.; TO GABLE END STUDS W/ (2) STANDARD TRUSS a. OTHERS MANUFACTURER'S1/4" EACH VERTICAL, EACH PLY. x 3 1/2" SIMPSON SDSD SCREWS @ 16" O.0 v BOTTOM CHORD WRITTEN STAGGER NAILS AS MAX.; TO MASONRY W/ 2x4 P.T. SYP #2 LEDGER W PLYWOOD SHEATHINGW/ SPECIFICATIONS REQUIRED 1/4" x 3 1/4" TAPCONS @ 12" O.C. �B01A/C IN TRUSSES BY BUILDER AS REQ'D 3/4"=1'-0" FOR LEVEL WORKING SURFACE SO4 HEADER @POCKET SLIDER SD01 TYPICAL SHED ROOF DETAIL NOT USED Q z .J 0 z w w e`er Z° a la X coZ r r - COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ��0)=)Cflr 0 U) 0 f t f S S S I I g1��I<91�9� W M 00 LLI Z Ilk O G�� Q U CX ® J CEO L l h �" aQ o oa 6 s W ® mea 6L ®®. „a O 0®me aaoe.�001 x "} i- O a. W W U) .J 0 z U° z --,g g0 e`er Z° a la coZ r �/ U) W r U r- W WU�� ��0)=)Cflr 0 U) 0 0 U r06 WLLJV Z 6M r' C Z Q 0J LL C J Jp~D>-o � 0 U �--LU Z) U) O Q -' C it ZQ0�: �EW O �-- ❑=zwz ®zl—WYO ;_ W C)<DW< LL 0 _ O ,n z Cl) U) ®w o `- O Z ®_ 0 W 0_jW :C W LU W W O ®'00 LYSCO N BLDG DESIGN: --- STRUCTURALENG: CNS DRAFTING: -DESIGN: --- -STRUCT: TNA QC CHECK: CC JOB No. PSO-2180199 SCALE: AS INDICATED DATE: 08/09/18 S urn' 4 f t f S S S I I 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 J 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 BEARING 10 SEE PLAN LINTEL AS PER PLAN WD. HD. HT. SEE PLAN PRECAST SILL OR SILL PER WINDOW MANUFACTURER WRITTEN SPECIFICATIONS EXT FINISH PER PLAN VERT REINF. BEYOND MASONRY WALL PER PLAN FIN. FLR. 01-01, 00 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 1 AMIN`— FLOOR SYSTEM DRAFT STOPPING AT 1000 SQ FT MAX: DRAFT STOPPING MATERIALS ;� 4 THICKNESS SHALL A 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 HI CONC. SLAB - SEE FOUNDATION PLAN FOR MORE INFO SEE FOUNDATION DETAILS FOR FTG INFO TYPICAL TWO STORY SECTION - SYSTEM 42 GIRDER TRUSS PER PLAN SEE TRUSS LAYOUT FOR HANGER 3/4"=1'-0" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE, CONTINUOUS FROM TOP OF TOP PLATE TO BOTTOM PLATE. BEARING WALL PER PLAN DOUBLE BOTTOM PLATE (2) H5 EA. FLOOR TRUSS TO DOUBLE BOTTOM PLATE, SLIT FLOOR DECKING TO ACCOMMODATE STRAP 2x RIBBON OR BLOCKING W/ (4) 16d OR (3) 16d TOENAILS �— TRUSS PER PLAN FLOOR TRUSS TO GIRDER CONNECTION 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" NOTE: WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND ALONG EACH SIDE W/ (2) A34 CLIPS OF OPENING TO TRANSFER LATERAL LOADS SIMPSON LSTA24 STRAP W/ (22) 10d 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) 10d TOENAILS AT EA. END OF SILL (MAX OPEN'G WIDTH 4'-0"). USE A35 CLIP AT EA. END FOR OPENINGS GREATER THAN 4' BUT LESS THAN 6' SIMP. HTT4 W/ (18) 10d x 22" NAILS TO POST (U.N.O. ON FRAMING PLAN) & $" ALL THREAD W/ 7" MIN. EMBEDMENT INTO TIE BEAM USING SIMP. SET EPDXY �SyFFT SOLID SHEATHING @ HEADER SIMPSON SP4 W/ (6) 10d x1-1/2" @ 24" O.C. (USE SP6 @ 2x6 STUDS & SP8 @ 2x8 STUDS) (2) 2x SPF TOP PLATE U.N.O. ON PLAN HEADER - SEE 2ND FLOOR PLAN FOR MIN. HEADER SIZE & REQ'D JAMB STUDS IF HEADER IS UPSET AND WINDOW IS LOWER: (1) 2x SILL PLATE W/ (2) 10d TOENAILS. EXT. HEADER OPENINGS LESS THAN 4FT:(1) 2x SILL PLATE W/ (2) 10d TOENAILS. OPENING LARGER THAN 4FT: (2) 2x SILL PLATE W/ A35 CLIPS EACH SIDE W/ 2x CRIPPLES @ 16" O.C. W/ (2) 10d TOENAILS T&B (PLYWOOD SHEATHING REQ'D T&B) SEPARATE SHEATHING UNDER WINDOW 2x TOP & BOT. RIBBONS, CONT. NOTE: ALL FLOOR SOLID SHEATHING @ TRUSSES TO BE P.T. IF HEADER NO MOISTURE BARRIER SIMPSON SP4 W/ (6) (FELT PAPER OR SIM) IS 10d x1-1/2" @ 24" O.C. PROVIDED (USE SP6 @ 2x6 STUDS EMBEDMENT INTO TIE 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 PLAN 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 6 SO HEADER CONNECTION @ 2nd FLOOR 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 TO POST (U.N.O. ON SIMPSON SP4 W/ (6) FRAMING PLAN) & $' 10d x1-1/2" @ 24" O.C. ALL THREAD W/7" MIN. (USE SP6 @ 2x6 STUDS EMBEDMENT INTO TIE & SP8 @ 2x8 STUDS) BEAM USING SIMP, SET (2) 2x SPF TOP PLATE EPDXY FLOOR TRUSS PER PLAN PROVIDE SOLID FLOOR PLAN FOR MIN. BLOCKING BELOW SEE DETAIL WS11THIS COL. EVEN WITHIN SHEET FOR MORE INFO FLOOR TRUSS MASONRY WALL SEE SHEATHING/ DRYWALL PLAN FOR MORE INFO 6S-4TYPICAL GIRDER COL. CONNECTION 3/4"=1'-0" NOTE: WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND ALONG EACH SIDE OF OPENING W/ (2) A34 CLIPS TO TRANSFER LATERAL LOADS SIMPSON LSTA24 STRAP W/ (22) 10d 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. (2) 2x SILL AT WINDOW W/ 2x CRIPPLE STUDS AT EA. END NAILED TO STUD PACK W/ 10d NAILS @ 8" O.C. THEN STUDS @ 16" O.C. ATTACH SILL W/ (2) 10d TOENAILS AT EA. END OF SILL (MAX OPEN'G WIDTH 4'-0"). USE A35 CLIP AT EA. END FOR OPENINGS GREATER THAN 4' BUT LESS THAN 6' (1) SIMPSON LSTA30 STRAP CENTERED BETWEEN COLUMN AND GIRDER/BEAM BELOW W/ (22) 10d NAILS IF HEADER IS UPSET AND WINDOW IS LOWER: (1) 2x SILL PLATE W/ (2) 10d TOENAILS. EXT. HEADER OPENINGS LESS THAN 4FT:(1) 2x SILL PLATE W/ (2) 10d TOENAILS. OPENING LARGER THAN 4FT: (2) 2x SILL PLATE W/ A35 CLIPS EACH SIDE W/ 2x CRIPPLES @ 16" O.C. W/ (2) 10d TOENAILS T&B (PLYWOOD SHEATHING REQ'D T&B) SEE FRAMING PLAN FOR FLOOR CONNECTION FLOOR GRIDER OR BEAM HEADER CONNECTION @ 2nd FLOOR HIGH SM TRUSS STRAP -SEE FRAMING PLAN FOR CONNECTIONS (1) SIMPSON LSTA30 STRAP CENTERED BETWEEN COLUMN AND GIRDER/BEAM BELOW W/ (22) 10d NAILS PRE-ENGINEERED ROOF TRUSS - SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS DOUBLE 2x TOP PLATE 2x BOTTOM PLATE 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE FLOOR TRUSS SEE FRAMING PLAN FOR CONNECTION INFO. FLOOR GIRDER OR BEAM; SEE PLAN WIN 14Y.111 -Itel 1101 " • 2x 2ND FLOOR STUDS SEE PLAN FOR MORE SEE FLOOR FRAMI PLAN FOR FLOOR SYSTEM INFO. (2) SIMPSON LSTA18 STRAPS CENTERED FLOOR W/ (14) 10d NAILS (2) SIMPSON META16 FLOOR TRUSS TO MASONRY WALL EXT. SHEATHING — FLUSH W/ FACE OF MASONRY ATTACHE[ PER NAILING SCHEDULE; PROVIDE 1/8" GAP BETWEEN SHEATHING AND MASONRY MASONRY WALL PER PLAN 3/4"=1'-0" SHEATHING PER DETAIL WF10/SD4 2x STUDS , SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE 2x BOTTOM PLATE W/ (2) 12d NAILS @ 12" O.C. (1) ROW 8d NAILS @ 3" O.C. WALL SHEATHING TO BOTTOM PLATE/ TOP CHORD PRE -ENG FLOOR TRUSS OR FIELD FRAME 2x4 KNEE WALL, STUDS @ 16" O.C. W/ (2) 16d NAILS @ EACH END TRUSS TO CMU W/ STRAP PER STANDARD CONNECTOR NOTES (1) ROW 8d NAILS @ 3" O.C. WALL SHEATHING TO BOTTOM PLATE 1/8" GAP BETWEEN SHEATHING & CMU 2x4 PT SILL PLT. IF KNEEWALL TWO STORY PARALLEL FLOOR CONNECTION 3/4"=1'-0" (2) SIMPSON LSTA18 STRAPS CENTERED Cc FLOOR W/ (14) 10d NAILS ATTACH 2x STUDS Wi (2) 16d NAILS @ 6" O.( (2) SIMPSON LSTA18 STRAPS CENTERED FLOOR W/ (14) 10d NAILS (3) 2x STUD PACK — ATTACH PER NAILINI SCHEDULE ATTACH 2x STUDS (2) 16d NAILS @ 6" O. OD WALL OR BEAM BELOW USE TC40 W/ (36) 16d SINKERS. IF FLOOR 2nd FLOOR CORNER FRAMING ATTACHMENT 3/4"=1'-0" SHEATHING PER DETAIL WF10/SD4 2x STUDS SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE 2x BOTTOM PLATE W/ (2) 12d NAILS @ 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 SHEATHING TO BOTTOM RIBBON 1/8" GAP BETWEEN SHEATHING & CMU TRUSS TO CMU W/ STRAP PER STANDARD CONNECTION NOTES TWO STORY PERP. FLOOR CONNECTION (3) 2x STUDS CALIFORNIA CORNER A -A (4) 2x STUDS STANDARD CORNER A -A 3/4" FLOOR SHEATHING SOLID SHEATHING @ ATTACHED PER HEADER NAILING SCHEDULE SIMPSON SP4 W/ (6) F 10d x1-1/2" @ 24" O.C. yFFT (USE SP6 @ 2x6 STUDS SOLID BETWEEN & SP8 @ 2x8 STUDS) � O�z�� _1 (2) 2x SPF TOP PLATE RIBBONS W/ SIMPSON U.N.O. ON PLAN HEADER - SEE 2ND A35 EA. END FLOOR PLAN FOR MIN. �� HEADER SIZE & REQ'D 2x BLOCKING FOR JAMB STUDS IF HEADER IS UPSET AND WINDOW IS LOWER: (1) 2x SILL PLATE W/ (2) 10d TOENAILS. EXT. HEADER OPENINGS LESS THAN 4FT:(1) 2x SILL PLATE W/ (2) 10d TOENAILS. OPENING LARGER THAN 4FT: (2) 2x SILL PLATE W/ A35 CLIPS EACH SIDE W/ 2x CRIPPLES @ 16" O.C. W/ (2) 10d TOENAILS T&B (PLYWOOD SHEATHING REQ'D T&B) SEE FRAMING PLAN FOR FLOOR CONNECTION FLOOR GRIDER OR BEAM HEADER CONNECTION @ 2nd FLOOR HIGH SM TRUSS STRAP -SEE FRAMING PLAN FOR CONNECTIONS (1) SIMPSON LSTA30 STRAP CENTERED BETWEEN COLUMN AND GIRDER/BEAM BELOW W/ (22) 10d NAILS PRE-ENGINEERED ROOF TRUSS - SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS DOUBLE 2x TOP PLATE 2x BOTTOM PLATE 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE FLOOR TRUSS SEE FRAMING PLAN FOR CONNECTION INFO. FLOOR GIRDER OR BEAM; SEE PLAN WIN 14Y.111 -Itel 1101 " • 2x 2ND FLOOR STUDS SEE PLAN FOR MORE SEE FLOOR FRAMI PLAN FOR FLOOR SYSTEM INFO. (2) SIMPSON LSTA18 STRAPS CENTERED FLOOR W/ (14) 10d NAILS (2) SIMPSON META16 FLOOR TRUSS TO MASONRY WALL EXT. SHEATHING — FLUSH W/ FACE OF MASONRY ATTACHE[ PER NAILING SCHEDULE; PROVIDE 1/8" GAP BETWEEN SHEATHING AND MASONRY MASONRY WALL PER PLAN 3/4"=1'-0" SHEATHING PER DETAIL WF10/SD4 2x STUDS , SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE 2x BOTTOM PLATE W/ (2) 12d NAILS @ 12" O.C. (1) ROW 8d NAILS @ 3" O.C. WALL SHEATHING TO BOTTOM PLATE/ TOP CHORD PRE -ENG FLOOR TRUSS OR FIELD FRAME 2x4 KNEE WALL, STUDS @ 16" O.C. W/ (2) 16d NAILS @ EACH END TRUSS TO CMU W/ STRAP PER STANDARD CONNECTOR NOTES (1) ROW 8d NAILS @ 3" O.C. WALL SHEATHING TO BOTTOM PLATE 1/8" GAP BETWEEN SHEATHING & CMU 2x4 PT SILL PLT. IF KNEEWALL TWO STORY PARALLEL FLOOR CONNECTION 3/4"=1'-0" (2) SIMPSON LSTA18 STRAPS CENTERED Cc FLOOR W/ (14) 10d NAILS ATTACH 2x STUDS Wi (2) 16d NAILS @ 6" O.( (2) SIMPSON LSTA18 STRAPS CENTERED FLOOR W/ (14) 10d NAILS (3) 2x STUD PACK — ATTACH PER NAILINI SCHEDULE ATTACH 2x STUDS (2) 16d NAILS @ 6" O. OD WALL OR BEAM BELOW USE TC40 W/ (36) 16d SINKERS. IF FLOOR 2nd FLOOR CORNER FRAMING ATTACHMENT 3/4"=1'-0" SHEATHING PER DETAIL WF10/SD4 2x STUDS SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE 2x BOTTOM PLATE W/ (2) 12d NAILS @ 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 SHEATHING TO BOTTOM RIBBON 1/8" GAP BETWEEN SHEATHING & CMU TRUSS TO CMU W/ STRAP PER STANDARD CONNECTION NOTES TWO STORY PERP. FLOOR CONNECTION (3) 2x STUDS CALIFORNIA CORNER A -A (4) 2x STUDS STANDARD CORNER A -A 3/4" FLOOR SHEATHING SHEATHING PER KLAN ATTACHED PER ATTACH PER NAILING NAILING SCHEDULE SCHEDULE UNDER WINDOWS AND 2x STUDS , SEE GIRDERS: BLOCK FRAMING PLAN FOR SOLID BETWEEN BARRIER (FELT PAPER � O�z�� _1 SPACING AND GRADE RIBBONS W/ SIMPSON AND SEE ARCH PLAN A35 EA. END �����,,�1► �� TO VERIFY SIZE 2x BLOCKING FOR LLW aid m z 2x BOTTOM PLATE W/ SHEATHING/ DRYWALL (2) 12d NAILS @ 12" O.C. ATTACHMENT W/ (2) 0¢ (1) ROW 8d NAILS @ 3" 12d TOENAILS 0 W O.C. WALL SHEATHING EA. END O Q TO BOTTOM PLATE >Y d 2x SYP #2 RIBBON (MIN w W d 2x4) TO TRUSS W/ (4) O Q 16d NAILS; BOTTOM s %W RIBBON TO BE PT IF 2 BRG DIRECTLY ON Z CMU � 01 (2) ROWS 8d NAILS @ SEE PLAN FOR 3" O.C. TYP. WALL SIMPSON META16 AT CANTILEVER SHEATHING TO EA. MASONRY OR MTS12 RIBBON AT WOOD FRAME NOTE: ALL FLOOR WALL TRUSSES TO BE P.T. IF MASONRY OR FRAME NO MOISTURE WALL PER PLAN BARRIER (FELT PAPER OR SIM) IS PROVIDED CANTILEVERED FLOOR TRUSS CONNECTION J Q z LU 0 U) w 0 N z O I= 0 w m Uj CO Uj 3/4"= - oo ®�®� U-1 �n�� `, � o 4-©. J Z COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. J Q z LU 0 U) w 0 N z O I= 0 w m Uj CO Uj oo ®�®� U-1 �n�� `, � o 4-©. J Z z ® 4c, 0) Q 'f, u_ 1O 4!1© ti � O�z�� _1 co '� e . vii �c �° � u i Q CK Ow �����,,�1► �� t LLW aid m z I U_ O 0¢ cn 0 W > (—n O Q W >Y d Uj w W d o O Q s %W 2 w Z � O ~ W 0 0- 0 (yo Q (� 6 (6 U) 0� Q� W 0 W o W BLDG DESIGN: LL O --- U) U) CNS W z O O U-STRUCT: U ° Q. okfbJ� Fit � � H � QC CHECK: CC - U . a> ° -- -- ------ pa o Z. � 1�1 U z �oasso � F– LoL,J 0 z 0 -- - AS INDICATED �m U) z O ti 07 W r - z O 08/09/18 WU�w C) 0 E -� a' p cfl I-_ O O V W O M r; W pp�� VJ zQp�-�00 Iwo I=— W im J 0 o O �o�o< I._ Z<0?:2 i o W I-- ozI--WYO z WLLI UQQ�_jW z O LoM ® W o O r - O z -�- 0 W U 0- C )ti 0 z Uj 0¢ z 2 > > it W j V) Uj W d o %W 2 CY - � O W � fti Z 6 W 0� 0 [1. 04 W 0 BLDG DESIGN: --- U) STRUCTURALENG: CNS W DRAFTING: -DESIGN: --- U-STRUCT: TNA � QC CHECK: CC - -- -- ------ U) JOB No. PSQ-2180199 _j SCALE: -- - AS INDICATED I— z W DATE: 08/09/18 0 W Q� D 5 S f S s (2) 2x SYP #2 BUILT-UP STU[ COLUMNS GER BY OTHERS SS PER PLAN 3ER PER PLAN (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN w/ (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SDS SCREWS LEDGER @ GIRDER 2x8's MIN. SPF #2 (^` Imo" O.C. MAX W/ MID F BLOCKING (U.N.O.; MSTAM24 EA. SIDE EA. STUD TO WALL BELOW W/ (9) 10d NAILS AND (5) 1/4": 3/4" TAPCONS PEF STRAP;CENTER STRAP BETWEEN MASONRY WALL A FRAME WALL CONTRACTOR MA SIMPSON HTT4 AT WINDOW JAMB ST INSTEAD OF INDIC EXTERIOR FLAT S' INTERIOR FLAT S7 IS STILL REQUIREI JAMB STUD COND SEE ARCHS FOR FURRING AND INTERIOR FINISH MASONRY WALL F PLAN WALL SPLICE DETAILS 12 PER PLAN (2) 2x TOP PLATE (2) 2x HEADER SEE — PLAN FOR MORE INFO & CONNECTIONS WINDOW SEE PLAN FOR LOCATION 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2x BASE PLATE W/ 12d @ 24" O.C. TO FLOOR SYSTEM BELOW PLYWOOD FLOORING SEE FLOOR FRAMING PLAN FOR MORE INFO TRUSS DIREC & MORE INFO FLOOR GIRDER SEE PLAN FOR CONNECTION 3/4"=1'-0" EXTERIOR SHEATHI` LEDGER @ OPEN TO BELOW 2x4 LEDGER W/ (2), FROM TOP OF WALL 10d NAILS @ 16" O EXT. FINISH PER TO BOTTOM OF SILL ARCHS USE SIMPSON MTS12 PLATE ATTACH PER ---� --_---®®®------------- NAILING SCHEDULE I I ROOF SHEATHING — ISIMPSON H2.5A EA. I ATTACH PER NAILING SCHEDULE CONNECTED W/ MTS12 SCHEDULE (FRUSS 2x8 #2 SYP P.T. SILL I PLATE W/ 1/2" EPDXY FOUNDATION. REF ANCHOR BOLT OR TO BEARING WALL J -BOLT W/ MIN. 7" NOTES FOR BASE PRE-ENGINEERED — CONNECTION FROM EA.END BLOCKING W/ SIMPSON TRUSS PER PLAN CONNECT TO DOL MIN. 2x6 #2 SYP CONT. I MAX 1/8" GAP NAILS @ 6" O.C. BETWEEN SHEATHING NAILS. UNDER AND CMU LEDGER W/ (2) %4'x3-1/2" WINDOW JAMBS USE I SDS WOOD SCREWS @ r — — — _ — — — LOW ROOF TRUSS SEE 16" O.C. MAX. & 3" TRUSS PLAN FOR CONTINUOUS TO BASE CONNECTIONS (IF FROM EA. END - USE PLATE, SP8 TOP AND TRUSS IS CONT. BRG (3) SCREWS FOR 24" ( SIMPSON LUS26. USE (RECESS LEDGER INTO O.C. I LUS26-2 FOR 2PLY (TRUSS. VERIFY W/ ON WOOD USE HGA I TRUSS TRUSS SHOP 4SI'5 SECTION (DRAWINGS — — — — — — — — J 2x8 SYP #2 LEDGER W/ MIN. (4) 16d NAILS TO EACH STUD (AT EACH OPT. TRUSS RECESS LEDGER SIDE OF G.T. USE (4) 16d NAILS) LEDGER @ OPEN TO BELOW CONT. #5 IN TIE BEAM EXT. FINISH PER ARCHS O.H. PER ELEV. 1-1/2"=1'-0" PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO. IF WALL SHEATHING ISN'T CONT. LSTA18 STRAPS ARE REQ'D FROM STUDS TO GIRDER BELOW SEE LD02/SD2 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" (2) 2x TOP PLATE 2x BEARING WALL PLAN, FRAME CONTINUOUS TO BOTTOM PLATE OF 2ND STORY WALL 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2x8 #2 SYP SILL PLATE W/ Y2' EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END MASONRY WALL PER PLAN BRACING @ 2 STORY FRAME WALL 2x8 MIN. SPF #2 @ 16" O.C. - SEE FRAMING PLAN FOR MORE INFO 2x4 BLOCKING BETWEEN STUDS W/ (2) 12d TOE NAILS EACH END 2x8 #2 SYP P.T. SILL PLATE W/ 1/2" J -BOLT W/ MIN. 7" EMBED. @ 6" FROM EACH END & @ 32" O.C. MAX W/ WASHER. ALTERNATE CONNECTION: USE 1/2" ALL THREAD ROD W/ 7" MIN. EMBED USING SIMPSON SET -XP EPDXY @ 6" FROM EACH END & @ 32" O.C. MAX W/ WASHER kFalSECTION @ OPEN TO ABOVE 2x BRG WALL W/ SIMPSON SP2 @ TOP & SP1 @ BASE. LSTA18 OR MTS12 MAY BE USED @ BASE EXTERIOR SHEATHING ATTACH PER NAILING SCHEDULE (2) 2x4 #2 SYP BLOCKING W/ SIMPSON HUC24-2 EACH END, USE (4) 10d & (2) 10d NAILS. UNDER WINDOW JAMBS USE (2) 2x6 W/ HUC26-2. UrrtK rwurc WALL VW 1/4" X 3-1/2" SIMPSON SDS SCREW @ 16" O.C. 2x4 BLOCKING W/ (2) 16d NAILS @ EACH END. BLOCK ADJACENT BAYS @ EACH DIAGONAL BRACE AS SHOWN. FASTEN ROOF SHEATHING TO 2x BLOCKING W/ 8d NAILS @ 6" O.C. (5) 16d NAILS DIAGONAL BRACE TO BLOCKING PROVIDE 2x4 SYP #2 CONT. BRACE W/ (2) 16d NAILS EACH DIAGONAL BRACE. TRUSSES PER PLAN 2x4 SYP #2 DIAGONAL BRACE @ 48" O.C. MAX. 45° FROM HORIZONTAL BRACE NOT REQUIRED 6' FROM EAVES. EXT. SHEATHING 2x4 LEDGER W/ (2), 2x BRG WALL W/ SIMPSON SP2 @ 10d NAILS @ 16" O EXT. FINISH PER TOP & SP1 @ BASE. LSTA18 OR ARCHS USE SIMPSON MTS12 MTS12 MAY BE USED @ BASE.(WHEN 2x EXT. FRAME WF OR LSTA18 TO PER PLAN 0 l W SIMPSON H10A @ SHEATHING PER PLAN EACH DIAGONAL ATTACH PER NAILING BRACE SCHEDULE CONNECTED W/ MTS12 3/4" FLOOR SHEATHING ATTACHED 1/2" THREADED RC 2x8 #2 SYP P.T. SILL CONTINUOUS TO PLATE W/ 1/2" EPDXY FOUNDATION. REF ANCHOR BOLT OR TO BEARING WALL J -BOLT W/ MIN. 7" NOTES FOR BASE EMBED. @ 32" O.C. & 3" CONNECTION FROM EA.END BLOCKING W/ SIMPSON 2x BOTTOM PLATE CONNECT TO DOL TOP PLATE W/ 16d MAX 1/8" GAP NAILS @ 6" O.C. BETWEEN SHEATHING NAILS. UNDER AND CMU CONT. #5 IN TIE BEAM EXT. FINISH PER ARCHS O.H. PER ELEV. 1-1/2"=1'-0" PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO. IF WALL SHEATHING ISN'T CONT. LSTA18 STRAPS ARE REQ'D FROM STUDS TO GIRDER BELOW SEE LD02/SD2 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" (2) 2x TOP PLATE 2x BEARING WALL PLAN, FRAME CONTINUOUS TO BOTTOM PLATE OF 2ND STORY WALL 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2x8 #2 SYP SILL PLATE W/ Y2' EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END MASONRY WALL PER PLAN BRACING @ 2 STORY FRAME WALL 2x8 MIN. SPF #2 @ 16" O.C. - SEE FRAMING PLAN FOR MORE INFO 2x4 BLOCKING BETWEEN STUDS W/ (2) 12d TOE NAILS EACH END 2x8 #2 SYP P.T. SILL PLATE W/ 1/2" J -BOLT W/ MIN. 7" EMBED. @ 6" FROM EACH END & @ 32" O.C. MAX W/ WASHER. ALTERNATE CONNECTION: USE 1/2" ALL THREAD ROD W/ 7" MIN. EMBED USING SIMPSON SET -XP EPDXY @ 6" FROM EACH END & @ 32" O.C. MAX W/ WASHER kFalSECTION @ OPEN TO ABOVE 2x BRG WALL W/ SIMPSON SP2 @ TOP & SP1 @ BASE. LSTA18 OR MTS12 MAY BE USED @ BASE EXTERIOR SHEATHING ATTACH PER NAILING SCHEDULE (2) 2x4 #2 SYP BLOCKING W/ SIMPSON HUC24-2 EACH END, USE (4) 10d & (2) 10d NAILS. UNDER WINDOW JAMBS USE (2) 2x6 W/ HUC26-2. UrrtK rwurc WALL VW 1/4" X 3-1/2" SIMPSON SDS SCREW @ 16" O.C. 2x4 BLOCKING W/ (2) 16d NAILS @ EACH END. BLOCK ADJACENT BAYS @ EACH DIAGONAL BRACE AS SHOWN. FASTEN ROOF SHEATHING TO 2x BLOCKING W/ 8d NAILS @ 6" O.C. (5) 16d NAILS DIAGONAL BRACE TO BLOCKING PROVIDE 2x4 SYP #2 CONT. BRACE W/ (2) 16d NAILS EACH DIAGONAL BRACE. TRUSSES PER PLAN 2x4 SYP #2 DIAGONAL BRACE @ 48" O.C. MAX. 45° FROM HORIZONTAL BRACE NOT REQUIRED 6' FROM EAVES. EXT. SHEATHING 2x BASE PLATE W/ (2) 2x BRG WALL W/ SIMPSON SP2 @ ATTACH PER NAILING 12d NAILS @ 12" O.C. TOP & SP1 @ BASE. LSTA18 OR SCHEDULE USE SIMPSON MTS12 MTS12 MAY BE USED @ BASE.(WHEN I OR LSTA18 TO WALL IS CONT. BRG ON TRUSS 0 l W BLOCKING BELOW. STRAP STUDS W/ LSTA18 @ 16" O.C. NOT REQ'D IF STUD IS TO TRUSS BELOW) CONNECTED W/ MTS12 3/4" FLOOR SHEATHING ATTACHED OR LSTA18 PER NAILING SCHEDULE 2x BLOCKING W/ (2) 12d (SPACED END OF LEDGER - SEE LD02/SD2 FOR TOENAILS EACH END I FLOOR TRUSS PER MORE INFO. (2) 2x4 #2 SYP I PLAN BLOCKING W/ SIMPSON I HUC24-2 EACH END, USE (4) 10d & (2) 10d NAILS. UNDER WINDOW JAMBS USE SEE PLAN (2) 2x6 W/ HUC26-2. LOW ROOF TRUSS SEE IF SHEATHING IS NOT TRUSS PLAN FOR CONTINUOUS TO BASE CONNECTIONS (IF PLATE, SP8 TOP AND TRUSS IS CONT. BRG BOTTOM ARE REQ'D ON MASONRY USE MASONRY (SHOWN) META16 @ 24" O.C. OR OR WOOD WALL PER C.M.U. WALL PER PLAN ON WOOD USE HGA PLAN CLIPS @ 24" O.C.) 4SI'5 SECTION @ COMBO TRUSS 2x BLOCKING W/ (2) 12d TOENAILS EACH END 2x BASE PLATE W/ (2) 12d NAILS @ 12" O.C. 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN 011 LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR PLAN CONNECTIONS MASONRY (SHOWN) OR WOOD WALL PER PLAN 14 SSECTION @ RAISED HEEL TRUSS 1/2"=1'-0" ALIGN 2ND FLOC STUDS w/ 1ST FL STUDS (2) 2x SPF#2 BAE PLATE. ATTACH W/ (2) 16d NAILS TRUSS, THEN Al 2ND PLY W/ (2) 1 @ 12" O.C. SIMPSON CS18 F WF16/SD6 (2) 2x TOP PLATE SEE PLAN FOR BEARING WALL REQUIREMENTS STUDS TO ALIGI` STUDS ABOVE SECTION @ 2 -STORY BRG. EXT. SHEATHING FROM TOP OF WALL TO DBL BOTTOM PLATE. IF SHEATHING IS NOT CONT. ADD BLOCKING @ SHEATHING SPLICE W/ (3) 10d TOENAILS EA. END. SIMPS. SP4 @ TOP REQ'D ROOF SHEATHING ATTACH PER NAILING SCHEDULE 2x4 SYP#2 BLOCKING W/ (2) 10d TOE NAILS LOW ROOF TRUSS W/ 16" TALL RAISED HEEL BOTTOM CHORD EXTENSION ATTACH EACH TRUSS TO BEARING WALL USING SIMPSON H10A U.N.O. ON FRAMING PLANS 3/4"=1'-0" SEE 2NC ------------------------_..--- WALL SE ADDITIO A 1 INFORM) I SIMPSON H2.5 I TRUSS TO LEDGER I IMIN. 2x6 #2 SYP I ICONT. LEDGER w/ (2) a na 0 l W IY4"x3" SDS WOOD O Z `� "� -,Uj ®W � U; P" ISCREWS @ 16" O.C. a .. IMAX - EQUALLY ° & 3" FROM (SPACED END OF LEDGER - 44) LEDGER RECESSED IUSE (3) SREWS IF 24" INTO TRUSS. VERIFY IO.C. IS REQUIRED w/ SHOP DRAWINGS L --_.--._...—_.-------_.. ---_._..___.--._._---J SECTION @ LOW ROOF WALL & WALL OPENINGS @ 32"o.c. MAX. W/ 7" MIN. EMBEDMENT & WASHER SEE BEARING WALL SCHEDULE FOR MORE INFORMATION. ALTERNATE CONNECTION: 1/2" ALL AT OPENINGS LARGER THAN THREAD ROD 6" FROM EA. END OF\�J 4'-2" ATTACH TOP PLATE TO WALL, WALL OPENINGS & AT 32" O.C. HEADER WITH LSTA12 BENT MAX (7" MIN.EMBED USING SIMPSON SET -XP EPDXY) W/ WASHER 2 STORY INTERIOR BEARING WALL 3/4"=1'-0" KINGS # OF STUDS TO MATCH BETWEEN FLOORS OVER W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d NAILS INTO HEADER 1"=1'-0" (91 9x SPF T()P 2X4 #2 SYP NAILER TO STUDS W/ 3-16d @ EA. STUD. ATTACH TRUSS TO NAILER W/ (3) 10d TOE NAILS. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X8 #2 SYP CONT. LEDGER W/ (4) 16d NAILS. ATTACH NAILS INTO END OF EA. FLOOR TRUSS, 24" O.C. MAX. (INSTALL (4) NAILS AT EA. SIDE OF G.T.) SIMPSON LUS26 OR IF 2 -PLY TRUSS SIMPSON LUS26-2 TRUSS TO LEDGER 8" CMU WALL, TYP. SEE FLOOR FRAMING PLAN FOR MORE INFO. VERIFY PLAN FOR LOCATION AND DIRECTION BOTTOM OF EA. STUD PER BEARING WALL SCHEDULE ALL CS18 STRAPS TO HAVE MIN 12" END LENGTH ON STUDS W/ (18) 8d NAILS PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS -SP4 TOP & BOTTOM OF EA. STUD U.N.O. -SIMPSON CS18 STUDS ABOVE TO HEADER BELOW 1/2" THREADED ROD @ 32" O.C. MAX W/ NUT & 2" WASHER TOP & BOTTOM COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. Q z W ❑ U) W 0 N i _ h LU ❑ O U U Z J m O J U_ W _ I -- LL 0 U- O U) z O O 0' 0- W _ I-_ O J J Q T_ h W 0- 2 O U ❑ z d M W W ah. Q _ U U_ O 07 z O U) O 0- 0 z n O J ❑ z w h z 07 h 0 h ❑ W z 0 w ❑ U S 1 S S S 1 s a na 0 l W O Z `� "� -,Uj ®W � U; P" m Q U 0 fl>8 9 y�2 W 44) O f -- 0- U W 0 W Iz U o V J k O "�bJ Z' J Or z o o . � U Q U Uj G9C o$�� z ;�(m z h co w r - U ~ I.J..I ®U `-1—E _ 6- U) co o W 0 Cl - C i zQ 0 Ij U 00 m� W J I—U1=0° C —j0�0% NOTE: WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING W/ (2) A34 CLIPS TO TRANSFER LATERAL LOADS EXTERIOR SHEATHING FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM (RIBBON / BEAM) ATTACHED PER NAILING SCHEDULE. IF SHEATHING CAN NOT BE INSTALLED AS INDICATED, CONTRACTOR TO FOLLOW WS06/SD4 FOR REQUIRED STRAPS (2) 2x SILL AT WINDOW W/ 2x CRIPPLE STUDS AT EA. END NAILED TO STUD PACK W/ 10d NAILS @ 8" O.C. THEN STUDS @ 16" O.C. ATTACH SILL W/ (2) 10d TOENAILS AT EA. END OF SILL (MAX OPEN'G WIDTH 4'-0"). USE A35 CLIP AT EA. END FOR OPENINGS GREATER THAN 4' BUT LESS THAN 6' IF FLOOR SYS. NOT PRESENT PER FLOOR FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CMU WALL BELOW PER DETAIL INCDICATED ON FLOOR FRAMING. INDICATED BASE STRAP REQ'D ON EITHER SIDE OF WALL. IF WF02/SD6 IS INDICATED, BASE STRAPS ARE REQ'D ON BOTH SIDES OF THE WALL SOLID SHEATHING @ HEADER SIMPSON SP4 W/ (6) 10d x1-1/2" @ 24" O.C. (USE SP6 @ 2x6 STUDS & SP8 @ 2x8 STUDS) (2) 2x SPF TOP PLATE U.N.O. ON PLAN HEADER - SEE 2ND FLOOR PLAN FOR MIN. HEADER SIZE & REQ'D JAMB STUDS IF HEADER IS UPSET AND WINDOW IS LOWER: (1) 2x SILL PLATE W/ (2) 10d TOENAILS. EXT. HEADER OPENINGS LESS THAN 4FT:(1) 2x SILL PLATE W/ (2) 10d TOENAILS. OPENING LARGER THAN 4FT: (2) 2x SILL PLATE W/ A35 CLIPS EACH SIDE W/ 2x CRIPPLES @ 16" O.C. W/ (2) 10d TOENAILS T&B (PLYWOOD SHEATHING REQ'D T&B) SEPARATE SHEATHING UNDER WINDOW 2x TOP & BOT. RIBBONS, CONT. SEE FRAMING PLAN FOR FLOOR CONNECTION PROVIDE BLOCKING BELOW JAMBS MASONRY WALL SEE PLAN FOR MORE INFO HEADER CONNECTION @ 2ND FLOOR 3/4"=1'-0" NOT USED NOTE: WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING W/ (2) A34 CLIPS TO TRANSFER LATERAL LOADS EXTERIOR SHEATHING FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM (RIBBON / BEAM) ATTACHED PER NAILING SCHEDULE. IF SHEATHING CAN NOT BE INSTALLED AS INDICATED, CONTRACTOR TO FOLLOW WS07/SD4 FOR REQUIRED STRAPS (2) 2x SILL AT WINDOW W/ 2x CRIPPLE STUDS AT EA. END NAILED TO STUD PACK W/ 10d NAILS @ 8" O.C. THEN STUDS @ 16" O.C. ATTACH SILL W/ (2) 10d TOENAILS AT EA. END OF SILL (MAX OPEN'G WIDTH 4'-0"). USE A35 CLIP AT EA. END FOR OPENINGS GREATER THAN 4' BUT LESS THAN 6' SOLID SHEATHING @ HEADER F SIMPSON SP4 W/ (6) <<S 10d x1-1/2" @ 24" O.C. yFFT (USE SP6 @ 2x6 STUDS & SP8 @ 2x8 STUDS) 0 a (2) 2x SPF TOP PLATE U.N.O. ON PLAN HEADER - SEE 2ND FLOOR PLAN FOR MIN. HEADER SIZE & REQ'D JAMB STUDS IF HEADER IS UPSET AND WINDOW IS LOWER: (1) 2x SILL PLATE W/ (2) 10d TOENAILS. EXT. HEADER OPENINGS LESS THAN 4FT:(1) 2x SILL PLATE W/ (2) 10d TOENAILS. OPENING LARGER THAN 4FT: (2) 2x SILL PLATE W/ A35 CLIPS EACH SIDE W/ 2x CRIPPLES @ 16" O.C. W/ (2) 10d TOENAILS T&B (PLYWOOD SHEATHING REQ'D T&B) SEE FRAMING PLAN FOR FLOOR CONNECTION FLOOR GRIDER OR BEAM HEADER CONNECTION @ 2nd FLOOR HIGH BM 3/4"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. Q z W 0 U) W ti 0 z O F_ 0 w W cam' --- CNS W 0'0 �jo��C0 ®�U� ��= z oLU & J a cJ � Oa � 0 z � ,� Q (off w < fia��tt��� 0-(® 4z z 00aJJ%ZQNR /1 l l 1 m LLL 1 1 Z O I-- U U) W 0 W ry U o v � M Lli O • O µ Z � o z ,�g W z V (/) w W U r- W T ® J U7 E O p� JO(nr-� U W - N r Caw C) (y) Q O _j � m75 I— �v)_OQ—,I- cu U)<03:2 i o z o= z W z E I-- OzrLUYO LUU<[Q�? MIN. (3) 2x SYP #2 STUDS REQ'D @ E OF LANDING W/ N 16d NAILS FROM (2)2x12 SYP#2 HE, TO BUILT-UP STU COLUMN STANDARD (3)2x12 SYP#2 STRINGERS V SIMPSON A35 / A34 CLIP TO FLOOR SYSTEM & LANDING FRAMING (2) 2x12 SYP#2 BEAM TO MATCH JOIST BEAM (#2 SYP) (D DEPTH W/ (3) 10d TO MATCH JOISTU o TOENAILS EACH END ryz ATTACHING TO MASONRY PER SCHEDULE REQ'D KNEEWALL 2x4 #2 SPF STUDS @ WALL) CONT LEDGER w/ DEPTH W/ (3) 10d Q= ho (3) 16d NAILS @ 16" O.C. OF LANDING FOR @ END OF LANDING w� U) MAX. TO EACH STUD. ((2) STRINGERS TO TOENAILS EACH END MASONRY WALL OR CONNECT TO. BEAM WOOD WALL FOR STRINGERS TO 16" O.C. MAX. FOR TO BEAR DIRECTLY ON MASONRY WALL) CONNECT TO. BEAM TO BEAR DIRECTLY ONU�// / — BUILT UP COLUMNS Q — BELOW OR ALTERNATE HANGER SEE TABLE FOR MAX. @ RIGHT OF THIS WIDTH OF LANDING DETAIL A -A PLAN VIEW @ 90 DEGREE TURN LANDING MIN. (3) 2x SYP #2 STUDS SEE SCHEDULE FOR MAX WIDTH OF LANDING REQ'D @ END OF LANDING O W/ MIN. (6) 16d NAILS SEE PLAN FOR DEPTH I FROM (2)2x12 SYP#2 OF LANDING HEADER TO BUILT UP LY STUD COLUMN U OPTIONAL (2)2x12 SYP#2 W ATTACHMENT TO LIJ CMU/LEDGER IN LIEU OF BUILT UP COLUMN U WOOD: o r Uj HU210-2/HUC210-2 W/ ° O int p U " z�o�' 9 z a rco (18)16d NAILS TO (3 � ti U) w U) LEDGER/SUPPORT AND r) U '� w ®U`-1- E J O') :D (0 ti O J't U Zz04 QWLo S; Z z > J 5 (10)10d NAILS TO (2)2x12 QOJw(0 w i�, QQ 0 JDhQi-o 0 ��— < ca �<0�:2 W o Z SYP#2 HEADER p= z w z E �rya�_ja W Uj W MASONRY: Z rig I�-� 0Lo Mo U) `✓ ®w O HU210-2/HUC210-2 W/ 2 M ~ Z (18) 1/4"x3-1/4" TAPCONS < > W LU TO CMU AND (10) 10d = W UJI UJI 0�(�L1. LU f-- CY NAILS TO (2)2x12 SYP#2 (B W F— ® ce HEADER 00 i' STANDARD (3) 2X12 --- STRUCTURALENG: CNS DRAFTING: - SYP #2 STRINGERS W/ -DESIGN: --- -STRUCT: TNA QC CHECK: SIMPSON A34 / A35 CC JOB No. PSQ-2180199 SCALE: AS INDICATED CLIP TO FLOOR SYSTEM & LANDING / ING STANDARD (3) 2X12 STRINGERS W/ SIMPSON A34 CLIP TO FLOOR SYSTEM LINE UP 2xJOIST IN LINE WITH MIDDLE 2x12 STRINGER TO BE UTILIZED AS BLOCKING MIN. 2x8 SYP#2 JOISTS @ LANDING @ 16"O.C. W/ SIMPSON A35 OR LUS26 HANGER ON EACH SIDE MIN. 2x8 SYP#2 JOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT. LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EACH STUD. ((2) 1/4" x 3 1/4" TAPCONS @ 16" O.C. MAX. FOR MASONRY WALL) 3/4" PLYWOOD OR OSB SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES MID SPAN BLOCKING F RAM (2) 2x12 SYP#2 BEAM PER MIN. 2x8 SYP#2 JOIST (P.T. IF ATTACHING TO MASONRY SCHEDULE REQ'D @ END OF MIN. 2x8 SYP#2 JOISTS WALL) CONT. LEDGER w/ (3) 16d LANDING FOR STRINGERS TO @ LANDING @ 16"O.C. NAILS @ 16" O.C. MAX. TO EACH CONNECT TO. BEAM TO BEAR W/ SIMPSON A35 OR STUD. ((2) 1/4"x3-1/4" TAPCONS DIRECTLY ON BUILT UP LUS26 HANGER ON @ 16" O.C. MAX. FOR MASONRY COLUMNS BELOW OR EACH SIDE WALL) ALTERNATE HANGER @ RIGHT OF THIS DETAIL A -A PLAN VIEW @ 180 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING 3/4" O.S.B. W/ 8d NAILS @ 3" O.C. TOP AND BOTTOM CHORD FLOOR SYSTEM PER FRAMING PLAN TYP. 2x12 STRINGERS ONE ON EACH SIDE AND ONE @ MID -SPAN A34 @ EA. STRINGER TO LANDING 2x ATTACHED TO STRINGER 2x12 STRINGERS ONE ON EACH SIDE AND ONE @ MID -SPAN A35 CONNECTION 2x8 P.T. SPF #2 (MIN.) LET -IN FASTEN TO SLAB USING MIN. (6) 1/4"x3-1/4" EVENLY SPACED TAPCONS @ MIN. END DISTANCE OF 1-1/2" r 1" A35 @ EA. STRINGER TO LANDING SEE ARCHS. FOR MAX. RISE OF STEPS AND MIN. TREAD DEPTH f IM STAIR FRAMING INFO SCALE: 3/4" = 1'-0" 6" MIN. re MIN. 2x8 SYP#, LEDGER (P.T. I ATTACHING TC MASONRY WAI SIMPSON A35 CONNECTIONS MASONRY WAL FRAME WALL B STRINGERS TO BE NOTCHED AT LANDING OR LET -IN 2x4 SYP#2 CLEAT AND ATTACH TO JOISTS BELOW W/(2) -12d NAILS @ 16" O.C. (3) 16d TOENAILS PENDING LANDING HEIGHT AND PLAN LAYOUT. HEADER WITHIN SUPPORT WALL COULD BE REQUIRED. SEE PLAN FOR REQUIRED HEADER AND SUPPORT INFORMATION. TO MATCH JOIST BEAM (#2 SYP) (D DEPTH W/ (3) 10d MAX WIDTH OF LANDING o TOENAILS EACH END ryz ATTACHING TO MASONRY O� KNEEWALL 2x4 #2 SPF STUDS @ WALL) CONT LEDGER w/ J m0 Q= ho (3) 16d NAILS @ 16" O.C. OF LANDING FOR ea w� U) MAX. TO EACH STUD. ((2) STRINGERS TO SEE PLAN FOR MASONRY WALL OR CONNECT TO. BEAM WOOD WALL F RAM (2) 2x12 SYP#2 BEAM PER MIN. 2x8 SYP#2 JOIST (P.T. IF ATTACHING TO MASONRY SCHEDULE REQ'D @ END OF MIN. 2x8 SYP#2 JOISTS WALL) CONT. LEDGER w/ (3) 16d LANDING FOR STRINGERS TO @ LANDING @ 16"O.C. NAILS @ 16" O.C. MAX. TO EACH CONNECT TO. BEAM TO BEAR W/ SIMPSON A35 OR STUD. ((2) 1/4"x3-1/4" TAPCONS DIRECTLY ON BUILT UP LUS26 HANGER ON @ 16" O.C. MAX. FOR MASONRY COLUMNS BELOW OR EACH SIDE WALL) ALTERNATE HANGER @ RIGHT OF THIS DETAIL A -A PLAN VIEW @ 180 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING 3/4" O.S.B. W/ 8d NAILS @ 3" O.C. TOP AND BOTTOM CHORD FLOOR SYSTEM PER FRAMING PLAN TYP. 2x12 STRINGERS ONE ON EACH SIDE AND ONE @ MID -SPAN A34 @ EA. STRINGER TO LANDING 2x ATTACHED TO STRINGER 2x12 STRINGERS ONE ON EACH SIDE AND ONE @ MID -SPAN A35 CONNECTION 2x8 P.T. SPF #2 (MIN.) LET -IN FASTEN TO SLAB USING MIN. (6) 1/4"x3-1/4" EVENLY SPACED TAPCONS @ MIN. END DISTANCE OF 1-1/2" r 1" A35 @ EA. STRINGER TO LANDING SEE ARCHS. FOR MAX. RISE OF STEPS AND MIN. TREAD DEPTH f IM STAIR FRAMING INFO SCALE: 3/4" = 1'-0" 6" MIN. re MIN. 2x8 SYP#, LEDGER (P.T. I ATTACHING TC MASONRY WAI SIMPSON A35 CONNECTIONS MASONRY WAL FRAME WALL B STRINGERS TO BE NOTCHED AT LANDING OR LET -IN 2x4 SYP#2 CLEAT AND ATTACH TO JOISTS BELOW W/(2) -12d NAILS @ 16" O.C. (3) 16d TOENAILS PENDING LANDING HEIGHT AND PLAN LAYOUT. HEADER WITHIN SUPPORT WALL COULD BE REQUIRED. SEE PLAN FOR REQUIRED HEADER AND SUPPORT INFORMATION. BUILT UP COLUMN BELOW. WOOD OR MASONRY WALL SEE PLAN FOR MIN. (3) 2x4 SYP #2 MORE INFO COLUMN 2x JOIST PER SCHEDULE 2x P.T. BOTTOM PLATE HEIGHT OF LANDING PER FLOOR PLAN PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES BEAM @ END OF LANDING PER SCHEDULE OPTIONAL (2)2x12 SYP#2 ATTACHMENT TO CMU/LEDGER IN LIEU OF BUILT UP COLUMN WOOD: HU210-2/HUC210-2 W/ (18)16d NAILS TO LEDGER/SUPPORT AND (10)10d NAILS TO (2)2x12 SYP#2 HEADER MASONRY: HU210-2/HUC210-2 W/ (18) 1/4"x3-1/4" TAPCONS TO CMU AND (10) 10d NAILS TO (2)2x12 SYP#2 HEADER BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS AT LANDING BEAM (#2 SYP) �— 2x JOIST (P.T. IF MAX WIDTH OF LANDING 12'-0" OR LESS (2) 2x12 ATTACHING TO MASONRY (2) 2x12 SYP#2 BEAM KNEEWALL 2x4 #2 SPF STUDS @ WALL) CONT LEDGER w/ PER SCHEDULE @ END TOENAILS BOTTOM (3) 16d NAILS @ 16" O.C. OF LANDING FOR ea MAX. TO EACH STUD. ((2) STRINGERS TO 1/4" x3-1/4" TAPCONS @ CONNECT TO. BEAM 16" O.C. MAX. FOR TO BEAR DIRECTLY ON MASONRY WALL) BUILT UP COLUMN BELOW. WOOD OR MASONRY WALL SEE PLAN FOR MIN. (3) 2x4 SYP #2 MORE INFO COLUMN 2x JOIST PER SCHEDULE 2x P.T. BOTTOM PLATE HEIGHT OF LANDING PER FLOOR PLAN PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES BEAM @ END OF LANDING PER SCHEDULE OPTIONAL (2)2x12 SYP#2 ATTACHMENT TO CMU/LEDGER IN LIEU OF BUILT UP COLUMN WOOD: HU210-2/HUC210-2 W/ (18)16d NAILS TO LEDGER/SUPPORT AND (10)10d NAILS TO (2)2x12 SYP#2 HEADER MASONRY: HU210-2/HUC210-2 W/ (18) 1/4"x3-1/4" TAPCONS TO CMU AND (10) 10d NAILS TO (2)2x12 SYP#2 HEADER BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS AT LANDING BEAM (#2 SYP) JOISTS (#2 SYP) MAX WIDTH OF LANDING 12'-0" OR LESS (2) 2x12 2x8 9'-0" NOTE: 1. STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINIMUM CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDITION OF THE FBC. 2. (2)2x12 SYP#2 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (2)PLY BEAM TOGETHER USING (3)12d NAILS AT 8" O.C. 3. CONTACT EOR FOR CONDITIONS NOT COVERED THIS DETAIL PRIOR TO CONSTRUCTION. jok SEE ARCH PLAN MAX. 4'-0" ABOVE FLOC 2x4 SILL PLATE W/ (2 10d NAILS @ 4" O.C. (NOTCHED @ 2x6 VERTICAL LOCATION 2x6 VERTICAL AND L -BRACE @ 6'-0" O.C. @ ANY OPENING 3%" 2x4 CONT. TOP PLATE 2x6 VERTICAL @ 6'-0" ATTACH TOP PLATE TO O.C. MIN. AND @ ANY STUDS W/(2)16d TOE OPENING W/IN NAILS HANDRAIL J KNEEWALL 2x4 #2 SPF STUDS @ � 24" O.C. W/ (2) 12d TOENAILS BOTTOM �z NOTCH SILL AND PLYWOOD FLOORING TO ALLOW VERTICAL TO SLIDE DOWN TO FACE OF TRUSS ��-- ATTACH 2x6 VERTIC DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ (3) %a"SDS WOOD SCREW N.T.S. EQUALLY SPACED/CENTEREE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE ATTACH TOP PLATE TO FACE OF TRUSS STUDS W/ (2) 16d 1 NAILS 2x4 #2 SPF STUDS 24" O.C. W/ (2) 12d TOENAILS BOTTOM NOTCH SILL AND PLYWOOD FLOORI TO ALLOW VERTIC TO SLIDE DOWN T( FACE OF TRUSS ATTACH 2x6 VERTI, TO TRUSS W/ (3) %a' SDS WOOD SCREV\ EQUALLY SPACED/CENTEREE ... TRUSS TO OUTSIDE FACE OF TRUSS SINGLE TRUSS PARALLEL TO FLOOR N.T.S. SEE ARCH PLAN MAX. 4'-0" ABOVE 2x4 SILL PLATE W/ 10d NAILS @ 4" O.C. (NOTCHED @ 2x6 VERTICAL LOCATIC 2x6 VERTICAL AND L -BRACE @ 6-0" 0.( @ ANY OPENING TRUSS SEE PLAN 2x4 #2 SPF STUDS @ 24" O.C. NOTCH SILL PLATE FOR VERTICAL 2x L -BRACE W/ 12d NAILS @ 4" O.C. FLOOR TRUSSES SCALE: 3/4"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. J Q z w 0 U) W ry ti 0 N z O 0 w _ O U 0. z n J CO Q 0 O LL w h LL O U) z O 0 O W _ h O J J Q h w 0. O U 0 z a cli ry w h 0- _ U U_ O U) z O Fn > O w h U ry I-_ U) 0 U_ O z O Q U O J III _ [-- :E _ I - w U z Q O O U U Q z 0 w W O a C� z 0 O J z_ W h z U) _ f- O I-_ 0 W z U W 0 U) co oo F e,o da©. u i o /��� J L6 e x? � O ® .� t.�''°®°9 �z ea m 01, W Q Z O LY U W LIJ U o r Uj U' ° O int p U " z�o�' 9 z a rco (3 � ti U) w U) r) U '� w ®U`-1- E J O') :D (0 ti O J't U Zz04 QWLo S; Z z > J 5 QOJw(0 w i�, QQ 0 JDhQi-o 0 ��— < ca �<0�:2 W o Z p= z w z E �rya�_ja W Uj W Z rig I�-� 0Lo Mo U) `✓ ®w O 2 M ~ Z < > W LU tt = W UJI UJI 0�(�L1. LU f-- CY U 0) W F— ® ce 00 i' BLDG DESIGN: --- STRUCTURALENG: CNS DRAFTING: - -DESIGN: --- -STRUCT: TNA QC CHECK: CC JOB No. PSQ-2180199 SCALE: AS INDICATED z w DATE: 08/09/18 0 W A 60" T 1h f t f