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HomeMy WebLinkAbout3966 Night Heron Dr (a)ISI 2K 00 Ly ------ "`� E�-tel-- so L1J'lu co ® i 09' y O � O O r`' M O � U O � � LL O U) r I` Q C2� Z3 d7 M O O N r -c C 0 E 0 4 i LL c -U) nw �Z vZ -� Q � J E a s� w E ) � W � V � i i r W �d 00 u E O M i � Z LCL, CD rn V) i M O ) > O N U � - L � O ( O ? i fu (V � Ory t O V) t6 h l! O O C 'p 42 Oc r14 O Q W Ln o (Z ) ) ) ISSUE DATE 08/16/2018 i REVISIONS PROJECT: 18-0389 SCALE: AS NOTED DRAWN BY: C.C. DESIGNED BY: MJS FLOOR PLAN 02 ` oo cu 6 9, ate. O ©� 0 � U d' O co O U Q 07 N m U) CNO (.0O .-- _ i N C ti c:) �, 0 E0�- ,n M X � ooQ0->� � W V) -� Z ; a a E o W O 0 v w V 0 ISSUE DATE 08/16/2018 REVISIONS PROJECT: 18-0389 SCALE: AS NOTED DRAWN BY: C.C. DESIGNED BY: MJS SECTIONS 06 Q ` i ` V) > V E ® M N `0 S LL fa = - O =3d () ( r ul) fo I kD � I'D � cn a-+ O M ` fo O O Q U H w -0 c: O N in N M . !Z O -0 c: 0 r ISSUE DATE 08/16/2018 REVISIONS PROJECT: 18-0389 SCALE: AS NOTED DRAWN BY: C.C. DESIGNED BY: MJS SECTIONS 06 O N N � fa 4-J O =3d () ul) O I - 0') ` fo O O Q U H w -0 c: O N in N M . !Z O -0 c: 0 L �. le r o a. ISSUE DATE 08/16/2018 REVISIONS PROJECT: 18-0389 SCALE: AS NOTED DRAWN BY: C.C. DESIGNED BY: MJS SECTIONS 06 AF I i2" AFI '--------- ---u GFI AF 4 RECESS LIGHTS ; I PRE -WIRE CLG. FAN/LITE i I I � i i I PENDANT LIGHT PRE -WIRE AI— ( ^ (3-TYP.) U/C GFCI FOR\ �. DISPOSAL & -- DW. \ LO _ -GFI-& _ GFI _ —1�GF1 LOW LOW EXTRA i -- DUTY — Ate. i GFI GFI GFI GFI 42" 42' L ' J 42" 42' AF , TO IGHTS-41 ABV. 42�� GFI I \ GFI Ca GARAC CLG. 42" Pa W.P. GFI OUTLET BOX First Floor Electrical Plar SCALE: 1/8" = T-0" (11x17) 1/4" = T-0" (22x34) AF i OPTIONAL OVERHEAD SERVER SAME AS UNDERGROUND } ' 200 AMP SERVICE UNDERGROUND SERVICE BY POWER CO. AMP METER MAIN DISC. TYP. ELECTRICAL PANEL (20 CIRCUITS) 4/0 SCR AL. #2 -GROUND TO (2) 5/8" RODS (6' APART) ALS( 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. MIR I I MTO A q iiiiiiii iiiiiii 1111114liq gling 111 1111, 1111111 v 1101 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 T -O" IN ALL OTHER BATHROOMS. NOTES: • THIS DIAGRAMMATIC PLAN IS INTENDED TO SHOW LIGHTING AND CONVENIENCE OUTLETS ONLY. IT IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO VERIFY THE REQUIREMENT AND LOCATIONS OF ALL ELECTRICAL EQUIPMENT, (INCLUDING KITCHEN EQUIPMENT) AND PROVIDE AND INSTALL COMPLETE ELECTRICAL SERVICE AS REQUIRED PER NFPA, NEC, FBC CODES AND ALL REIGNING MUNICIPALITY CODES, STANDARDS AND ORDINANCES. • LOCATION OF FIXTURES AND / OR OUTLETS ARE SUGGESTED LOCATIONS AND MEET MOST LOCAL CODE REQUIREMENTS. ADDITIONS OR ADJUSTMENTS MAY BE MADE BETWEEN THE OWNER AND BUILDER IN THE FIELD. • ALL ELECTRICAL WORK AND APPLIANCES ARE IN FULL COMPLIANCE WITH N.F.P.A., N.E.C., F.B.C. 6TH EDITION (2017) RESIDENTIAL, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. • VARIOUS SYMBOLS ON ELECTRICAL LEGEND MAY OR MAY NOT BE USED ON THIS PLAN. ELECTRICAL KEY: CEILING MOUNTED LIGHT PULL CHAIN LIGHT PC RECESSED LIGHT WALL MOUNTED LIGHT - ----------- WALL -----WALL WASH RECESSED DUPLEX RECEPTACLE 220 V RECEPTACLE =4� 1/2 HOT, 1/2 SWITCHED AWP -WATER PROOF RECEPTACLE FLOOR RECEPTACLE PRE -WIRE FOR CLG. FAN GFI GROUND FAULT INTERRUPT $ WALL SWITCH - -� ---- 3 -WAY SWITCH---_--- �o DIMMER SWITCH Ii TELEPHONE JACK �I CABLE JACK ® PRE -WIRE GARAGE DOOR OPENER FLUORESCENT LIGHT DOW— I ELECTRICAL PANEL Fo-0-1 CHIME I DOOR BELL / GARAGE DOOR SWITCH I-� DISCONNECT SWITCH ® • S.D. ----------------------- ELECTRICAL METER � ___— _-- ----- SMOKE DETECTOR C.M.S.D. �'I CARBON MONOXIDE / SMOKE DETECTOR CEILING FAN WALL SCONCE CHANDELIER SPOT LIGHT FLUSH MOUNT FLUORESCENT LIGHT FAN / LIGHT COMBINATION GARBAGE DISPOSAL MOTOR SPEAKER ® O JUNCTION BOX 0 L.V. LOW VOLTAGE V.P. VAPOR PROOF A.F. ARC FAULT PROTECTION f S I S s s S f @ 55" A.F.F. V. P. Aryll EF 4 RECESS LIGHTS j A� ' PRE -WIRE CLG. FAN/LITE 42'1 @ 55" A.F.F. GFI S.D. AF ITAF �PAF ' 4 RECESS AFS LIGHTS PRE -WIRE ,I CLG. F AN/LITE AF IAAF AF AF 1, I D(CM.S.Dr I� SPC � � � • S.D. fiO AF L -AAF n OPT. I I 1 -- - 9AF Lam%' 1 AF8 — — -- -- — AF TO SWITCH 42 42 I \ -- = BELOW � IAGFa I u qPA S.D. r A A_ i I IiF _. ------ -- — — _j Second Floor Electrical Plan Op SCALE: 1/8" = T-0" (11x17) 1/4" = T-0" (22x34) 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 NOTE: 8. EXCEPTIONS TO THE GFCI STIPULATION WILL BE ALL ELECTRICAL WORK AND MATERIAL PROVIDED SHALL COMPLY WITH THE FLORIDA ALLOWED ONLY IF ALLOWED PER CURRENT BUILDING CODE. (2017) THE ABOVE ELECTRICAL LAYOUT IS FOR BID PURPOSE ONLY. NFPA / NEC. 9. OUTLETS LOCATED IN THE LAUNDRY ARE TO BE GFCI AND AFCI PROTECTED. 200 AMP ELECRISER 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. CEILING MOUNTED LIGHT PULL CHAIN LIGHT PC hi s 0 Of 0 0 0 0 w n 0 F- 0 z SPOT LIGHT GENEML NOTES KEY: 1. BUILDER TO VERIFY EXACT LOCATION OF FLOOR OUTLETS IN FIELD. NEMA 3 2. ALL OUTLETS ARE TO BE AFCI PROTECTED. SEE FLOOR PLAN FOR FUSE SIZE O� FAN /LIGHT COMBINATION 3. ALL 15A AND 20A 120V BRANCH CIRCUITS WILL BE A/C DISC. AFCI PROTECTED. #14 COPPER TO LIGHTS AND OUTLETS ! 4. ALL 15A AND 20A 120V BRANCH CIRCUITS #10 COPPER TO WATER HEATER ----------- - — LOCATED IN THE GARAGE AND LAUNDRY WILL BE #8 COPPER TO RANGE 220 V RECEPTACLE w GFCI PROTECTED. #8 TO A/C o L.V. LOW VOLTAGE 5. ALL GARAGE BAYS WILL HAVE DEDICATED GFCI 1/2 HOT, 1/2 SWITCHED OUTLET. 6. ALL OUTLETS LOCATED IN THE KITCHEN AND WATER PROOF RECEPTACLE Q BATHROOMS ARE TO BE GFCI PROTECTED. 7. DW. AND GARBAGE DISPOSAL ARE TO BE GFCI FLOOR RECEPTACLE hi PROTECTED. NOTE: 8. EXCEPTIONS TO THE GFCI STIPULATION WILL BE ALL ELECTRICAL WORK AND MATERIAL PROVIDED SHALL COMPLY WITH THE FLORIDA ALLOWED ONLY IF ALLOWED PER CURRENT BUILDING CODE. (2017) THE ABOVE ELECTRICAL LAYOUT IS FOR BID PURPOSE ONLY. NFPA / NEC. 9. OUTLETS LOCATED IN THE LAUNDRY ARE TO BE GFCI AND AFCI PROTECTED. 200 AMP ELECRISER 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. CEILING MOUNTED LIGHT PULL CHAIN LIGHT PC hi s 0 Of 0 0 0 0 w n 0 F- 0 z -- -- - z �GFI GROUND FAULT INTERRUPT -- ---- - - - - w WALL SWITCH o 3 -WAY SWITCH �o ! DIMMER SWITCH o �® TELEPHONE JACK z I J E i CABLE JACK ®- ----- - -- w Cn PRE -WIRE GARAGE DOOR OPENER u w FLUORESCENT LIGHT z ELECTRICAL PANEL T 0o CHIME F� DOOR BELL / GARAGE DOOR SWITCH L� DISCONNECT SWITCH ® ELECTRICAL METER - o O S.D. SMOKE DETECTOR 0 C.M.S.D. j CARBON MONOXIDE/ SMOKE DETECTOR Cn CEILING FAN �W WALL SCONCE m oo CHANDELIER = - - -- -- Icn SPOT LIGHT o RECESSED LIGHT < FLUSH MOUNT FLUORESCENT LIGHT Q WALL MOUNTED LIGHT O� FAN /LIGHT COMBINATION WALL WASH RECESSED o T GARBAGE DISPOSAL MOTOR DUPLEX RECEPTACLE Q - SPEAKER ----------- - — 220 V RECEPTACLE w O JUNCTION BOX o L.V. LOW VOLTAGE C� :47) 1/2 HOT, 1/2 SWITCHED AWP WATER PROOF RECEPTACLE Q - - - -- a_ FLOOR RECEPTACLE hi PRE WIRE FOR CLG. FAN -- -- - z �GFI GROUND FAULT INTERRUPT -- ---- - - - - w WALL SWITCH o 3 -WAY SWITCH �o ! DIMMER SWITCH o �® TELEPHONE JACK z I J E i CABLE JACK ®- ----- - -- w Cn PRE -WIRE GARAGE DOOR OPENER u w FLUORESCENT LIGHT z ELECTRICAL PANEL T 0o CHIME F� DOOR BELL / GARAGE DOOR SWITCH L� DISCONNECT SWITCH ® ELECTRICAL METER - o O S.D. SMOKE DETECTOR 0 C.M.S.D. j CARBON MONOXIDE/ SMOKE DETECTOR Cn CEILING FAN �W WALL SCONCE m oo CHANDELIER = - - -- -- Icn VAPOR PROOF A.F.� ARC FAULT PROTECTION 0 f 9 f I I I S t S SPOT LIGHT o FLUSH MOUNT FLUORESCENT LIGHT O� FAN /LIGHT COMBINATION Q CY T GARBAGE DISPOSAL MOTOR ® SPEAKER ° Q0 O JUNCTION BOX o L.V. LOW VOLTAGE VAPOR PROOF A.F.� ARC FAULT PROTECTION 0 f 9 f I I I S t S 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 1". 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. t SELF-ADHESIVE TYPE FLASHING IS A GENERIC TERM. SEE SPECIFICATIONS FOR MATERIAL TO BE USED. 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. CONCRETI HEADER 0 LINTEL PC EXP. S` PC ANCHC STRIP GLS. BLK. PC PANEL REINFOR. SEALANT PC ANCHC EXP. BOI PER ANCH MORTAR ASPHALT EMULSION CONC. BLC WALL EXTERIOR 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 ANCHORSM( IDDLEY 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 STRIPSS__(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 31" "PREMIERE" SERIES BLK., AND TO 21" WIDTH, FOR 32 "THINLINE" SERIES BLOCK. 5 I GLA';_ FLOCK DETAILS 15# FELT DRAINAGE PLANE WOOD BASED EXTERIOR SHEATHING- OSB 7/8" NOMINAL STUCCO THICKNESS 17:•-':11i 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. Z WiND"u"W FLASHING Dd fAll',pLE,,,170;TUc,rr} POND BREAK/FLASH'ING SCALE: 3" = 1'4" 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 ROOF UNni=:Di nvnnGnrr Or -O cQrr C DPL/R TYP ROt 7/8" STUCCO OVER PAPER 15/32" C.[ BACK WIRE MESH U.N.O. GALV. L -FLASHING ROOF UI 2x's @ 24 AT I 2x4 BLOCKING 2x4 BLOCKING TRUSS @ 24" O.C. I. III i TRUSS @ 24" O.C. I II I IX' I FIRE BLOCKING2x4 BLOCKING METAL FIRE BLOCKIN�G AROUND FLUE LINER I 2x4 #2 SPF OR #3 SYP STUDS@ 16" O.C. ,III I i MANTLE I! _ �I 'I I PRE FAB FIRE BOX DAMPER 18" NON-COMBUSTABLE MATERIAL FOR HEARTH PRE -FAB FIREBOX FOUNDATION I WHEN( IFLASHING u"ETAIL KIT Q de5*q a W a z cij > 0 OCO co0 0 e �. d0 A�- C.0 e"i o< O® ®J� cl) 1<.0 � I AS NOTED r co V) Owe O �U o c� (DJ DESIGNED BY: MJS _ vi w LL w u_ wo CD W uj t— 2) � r- I., 2 la i s 2 _Owe Z3 Q c.0) N M cu til CD O CO 4* .-. d O "� M O C) O E t LO _i X 4 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 1". 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. t SELF-ADHESIVE TYPE FLASHING IS A GENERIC TERM. SEE SPECIFICATIONS FOR MATERIAL TO BE USED. 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. CONCRETI HEADER 0 LINTEL PC EXP. S` PC ANCHC STRIP GLS. BLK. PC PANEL REINFOR. SEALANT PC ANCHC EXP. BOI PER ANCH MORTAR ASPHALT EMULSION CONC. BLC WALL EXTERIOR 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 ANCHORSM( IDDLEY 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 STRIPSS__(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 31" "PREMIERE" SERIES BLK., AND TO 21" WIDTH, FOR 32 "THINLINE" SERIES BLOCK. 5 I GLA';_ FLOCK DETAILS 15# FELT DRAINAGE PLANE WOOD BASED EXTERIOR SHEATHING- OSB 7/8" NOMINAL STUCCO THICKNESS 17:•-':11i 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. Z WiND"u"W FLASHING Dd fAll',pLE,,,170;TUc,rr} POND BREAK/FLASH'ING SCALE: 3" = 1'4" 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 ROOF UNni=:Di nvnnGnrr Or -O cQrr C DPL/R TYP ROt 7/8" STUCCO OVER PAPER 15/32" C.[ BACK WIRE MESH U.N.O. GALV. L -FLASHING ROOF UI 2x's @ 24 AT I 2x4 BLOCKING 2x4 BLOCKING TRUSS @ 24" O.C. I. III i TRUSS @ 24" O.C. I II I IX' I FIRE BLOCKING2x4 BLOCKING METAL FIRE BLOCKIN�G AROUND FLUE LINER I 2x4 #2 SPF OR #3 SYP STUDS@ 16" O.C. ,III I i MANTLE I! _ �I 'I I PRE FAB FIRE BOX DAMPER 18" NON-COMBUSTABLE MATERIAL FOR HEARTH PRE -FAB FIREBOX FOUNDATION I WHEN( IFLASHING u"ETAIL KIT Q de5*q a W a z cij C:) > 0 OCO co0 0 e �. d0 A�- C.0 e"i o< O® ®J� cl) 1<.0 O C:) > 0 O ? o s r -- PROJECT: o ►�- O AS NOTED r co V) Owe O �U o c� (DJ DESIGNED BY: MJS _ vi w LL w u_ wo CD W uj t— 2) to r- I., 2 la i s CD _Owe Z3 Q c.0) N M cu til CD O CO 4* .-. d O "� M O C) O E t LO _i X 00 <C 0-. Lii. 'S �w N c�� N z 9 O vg z cC5 � E a 0 .w 0 u, 1 O s w o(9 �W V �Q Elf cn o� w' o� W 0 M 0 �z 0 o v) }� z cn w;�i co Q w rNjzz s zrQw V) QX uj ow —w _ T < 0 Jz �z W M O L � 1 o> 3: > 0 O ? U-) s r -- PROJECT: ' o O AS NOTED o� V) Owe n 0 o c� DESIGNED BY: MJS _ w w u_ wo LJ L 2) o 7, 2 la i s ISSUE DATE _Owe (/) M 4T 0 cn CO 4* w> d UN "� M O O _i o> 3: z w 0 O ? s r -- PROJECT: ' o O AS NOTED o� V) Owe DRAWN BY 0 �z DESIGNED BY: MJS w w wo LJ MQ o la i s ISSUE DATE _Owe (/) M 4T [moi' CO N w> d UN "� M O _i =z cn fl- i - N c�� > 9 O �¢ cC5 0 .w Q o W 1 O c- - Qo J z w O ? s r -- PROJECT: ' O AS NOTED 0 a V) Owe DRAWN BY 0 �z DESIGNED BY: MJS w w wo MQ la i s ISSUE DATE _Owe Li 08/16/2018 r,- REVISIONS DETAILS _91 f f f f f f f f f f PROJECT: 18-0389_ SCALE: AS NOTED z DRAWN BY C.C. DESIGNED BY: MJS DETAILS _91 f f f f f f f f f f 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 DIAMETERSLUDIN EX ( C G 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 BENORMAL 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 111 . 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.O.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 LSI LUMBER) 3. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS STUD E = 1,700,000 Ill U.N.O. E = 2,000,000 ll2 U.N.O. E = 1,500,000 ll2 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 j = 450 Fc 1= 900 Fc 1= 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. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE ERECTED & TRUSS / FRAME MEMBERS ARE CONNECTED PROPERLY PER APPROVED FRAMING PLANS /DETAILS ALONG W/NE COMPONENT MANUFACTURERS, CON TOR C &COM ONE T 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 BCSI-1 & 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 Ill 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-133 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-63). -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-133. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOWALL 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/ Ill 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 OF INT. R JO PROVIDE VID E 1 #5 VERT. REINF. IN EA. CELLT. O P C N 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 SEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. STRUCTURAL STEEL 1. MATERIAL SPECS: WIDE FLA = FLANGE SECTIONS: ASTM A992 GRAD 3 F E 6 36 KSI TUBE . Y 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 Ill 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 III INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 140 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY 11 BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 <U•cCMo O © C) . WIND PRESSURE & SUCTION EFFECTIVE ®��° < � (PSF) WIND u. (+) VALUE DENOTES PRESSURE AREA (SQ FT) (-) VALUE DENOTES SUCTION AREA O O 10 (+) 21.2 (+) 21.2 (-) 22.9 (-) 28.3 20 (+) 20.2 (+) 20.2 z (-) 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 05r� 1-1 a STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 6th EDITION (2017). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS REGION. GLAZED OPENING PROTECTION IS REQUIRED AND SHALL BE PROVIDED PER SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE - RESIDENTIAL, CURRENT EDITION. SHEET ■ 13_ SHEET TITLE GENERAL DETAILS GENERAL DETAILS • STORY R DETAILS TWO STORY DETAILS ! STORY AM DESCRIPTION 1 110/21/2016 1 CREATED ELEV. A, B, C & OPTION BEDROOM#5 2 3/10/2017 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 i 6 7/3/2018 ADDED ELEV A STD (NO TRAY) & UPDATED ELEV A FRAME WALK REVSIONS PER WP -118 11►rir:L No 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 W ❑ U) W 0 z O h 0 W T_ 0 n IM 0 X O LL W z U_ O z O O W w X w O J J U w J a_ O U z < rS w F- a < U ILL O W z O O a. w h U U) ❑ U) ILL O z O Q U O LU TZ LU U z 0 a! O U U z (D Z 0 0 ❑ z W ❑ z U) z I O F- ❑ W z O W W ❑ J S f I I f f s f f rn 00 ui v®�� o z x° ®® C; � <U•cCMo O © C) . WUj ®��° < � u. VP0. � F-- z _O W U W W CO O o y0 Lr a 0 � Z 8 0 � z O Z �o z Q$ aca z D U)W r LJJU W H r)U E �;` _jrn 0 06 0 Co U (.DWZOcco ZQo_j_j(� ®1 00 c _1 O ❑ > o F-. z < 0 0 E F-- W ❑=zWz 0zl-WY0 UQ❑W<= <o-� �r� H�WO� M vJ OU_ CD W 0 Cl) LLF >° yW� rr Uj < W () a. LW U U) ll :r W F-- C) 0111 Il C14 STRUCTURALENG: CNS DRAFTING: -STRUCT: DP QC CHECK: CC JOB No. PSQ-0205935 SCALE: AS INDICATED DATE: 08/22/18 S C S f I I f f s f f 0 0 o d r � L MF01 S3 U- Cn L O I- U) co CONC. PAD MF11 S3 MFO S3 28'-8" 12'-0" 16'-8" (2 -STORY FTG) 8" 11'-4" A/C MF01 PAD S3 — -- I@ mi 01 EM 2.6 PAVERS � I MF01 I = o S3 E FU z I I Q7 24" SIDE 5 PAITAIIEL TC O.C. & MIN (3) #5 PARALLEL TO 12" SIDE 6" O.C. L F11 2 S3 0'-0" FIN. FLR. I IZI 4" THICK CONC. SLAB W/ FIBERMESH. OVER 6 MIL VAPOR BARRIER OVER COMPACTED FILL. 0? I El N I IzI I ------ BARS & 3" MIN. COVER TO EDGE OF CONC. OO I I I � I I I _ 7'-4" 12'-10" 8'-6" 28"x28"x12" dp w/ #5's EQ ALLY SPACED EA. I I I I II FO O 0 2.3 it h S3 00 I II 171 E 00 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. FO 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN S3 I 32"x32"x12" dp w/ #5's EQ ALLY SPACED EA. z o_ �z 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. FL BARS & 3" MIN. COVER TO EDGE OF CONC. 12'_86'-0" (2 -STORY FTG) FO /\ MFO S3 3� S3 MF01 F1 18'-8" S3 S3 Fm ® BARS & 3" MIN. COVER TO EDGE OF CONC. 3.5 42"x42"x12" dp w/ #5's EQ ALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. �E m 01 `t [r� 42"x42"x16" dp w/ #5's EQ ALLY SPACED EA. rz 1 I �z MIN (6) # 5 E.W. 00 o BARS & 3" MIN. COVER TO EDGE OF CONC. D1 I PAVERS CL �- ;e S2A 4O r- MIN (7) # 5 E.W. A EE BARS & 3" MIN. COVER TO EDGE OF CONC. 48"x48"x16" dp w/ #5's EQ ALLY SPACED EA. CV WAY MIN. 2" HORIZ. CLEARANCE BETWEEN I eo IMFO2 2 BARS & 3" MIN. COVER TO EDGE OF CONC. I MF13 S3 I S3 Le 4B ® MIN (8) # 5 E.W. e ?J DO DO 1'-8" D 16'-0" SD 11-81, 8'-4" 8" 52"x52"x12" dp w/ #5's EQUALLY SPACED EA. 4" 19'-4" 9'-4" 28'-8" ® INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM (8'4" O.C. MAX U.N.O.) 0 INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. GRADE 60 #5 CONT. FT.G TO TIE BEAM. .-FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. REFER TO FBC-R CURRENT EDITION SECTION R506.2.3 FOR REQUIRED LOCATIONS 2. PROVIDE 4" 2500PSI CONC. SLAB W/ 6x6XW1.4XW1.4 WELDED WIRE MESH PLACED AT MIDDLE OR UPPER 1/3 OF SLAB DEPTH OVER 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION). 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 30". 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET S3 FOR APDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MFr09 AND MF10 ON S3 FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - D1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. 15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE-- STOP --- 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 FOOTING WILL BE MEASURED FROM THE LOWEST SLAB ELEVATION MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE CONDITIONS AND/OR LOCATIONS. CONTRACTOR TO FIELD VERIFY ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT REQUIREMENTS ARE MET. 1/4"=11-011 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. Q F - z W p co W ti 0 N_ z O F- W ����1® liii1l9111r�� LLl � CL d :0 ® i ii 0Ova" §,o ..41 9��® CO v;� L Jam. o Uj CD i�.. Li! rr o ¢ U ® W U- 0 LLW 1 - LL O U) W v� I -- O a W T- 0 J J Q s W Z J O d O E- U 4 0 W W r LL O 0 z O O ry CL 0. F- U F- Q LL O 0 O Q U O T- W J T- F- F- z W O (J) U U Q z p W 0- Z 0 z 0 O Cl) W W z � w 3:_jLto IJ W z W ~ U U)�'� 0 W 0 Z z C� I��N W 0 U O z U OgJ� r Y1 z dLU z (� W LU U W °6�0�?Nrn o (DW OM�.� Z Q0U- I-- U m c -j0<0>-05 0 DU)N-0Q,!' .0 z<00:2 i o o=zwz E Ozl—W10 U Q d W � a Z0 Lr) M 0o a U STRUCTURALENG: CNS w DRAFTING: F- p 1� 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. U) BARS & 3" MIN. COVER TO EDGE OF CONC. 1A 12"x24"x12" dp w/ #5's EQ(JALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. 24" SIDE 5 PAITAIIEL TC O.C. & MIN (3) #5 PARALLEL TO 12" SIDE 6" O.C. 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. MF01 BARS & 3" MIN. COVER TO EDGE OF CONC. 28"x28"x12" dp w/ #5's EQ ALLY SPACED EA. S3 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. 00 BARS & 3" MIN. COVER TO EDGE OF CONC. 00 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TjO EDGE OF CONC. 32"x32"x12" dp w/ #5's EQ ALLY SPACED EA. 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. /\ 36"x36"x12" dp w/ #5's EQ ALLY SPACED EA. 3� WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 3.5 42"x42"x12" dp w/ #5's EQ ALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. MIN (6) # 5 E.W. 01 `t [r� 42"x42"x16" dp w/ #5's EQ ALLY SPACED EA. 1 I WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. 00 BARS & 3" MIN. COVER TO EDGE OF CONC. 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. 4O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. 2 BARS & 3" MIN. COVER TO EDGE OF CONC. 48"x48"x16" dp w/ #5's EQ ALLY SPACED EA. 4A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. eo BARS & 3" MIN. COVER TO EDGE OF CONC. 48"x48"x24" dp w/ #5's EQUALLY SPACED EA. 4B WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 52"x52"x12" dp w/ #5's EQUALLY SPACED EA. .3 <9> WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. 1k 11, BARS & 3" MIN. COVER TjO EDGE OF CONC. 54"x54"x16" dp w/#5's EQI ALLY SPACED EA. 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 54"x54"x24" dp w/#5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. BARS & 3" MIN. COVER TjO EDGE OF CONC. 60"x60"x16" dp w/#5's EQOALLY SPACED EA. O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. 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 MIN (10) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 1/4"=11-011 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. Q F - z W p co W ti 0 N_ z O F- W ����1® liii1l9111r�� LLl � CL d :0 ® i ii 0Ova" §,o ..41 9��® CO v;� L Jam. o Uj CD i�.. Li! rr o ¢ U ® W U- 0 LLW 1 - LL O U) W v� I -- O a W T- 0 J J Q s W Z J O d O E- U 4 0 W W r LL O 0 z O O ry CL 0. F- U F- Q LL O 0 O Q U O T- W J T- F- F- z W O (J) U U Q z p W 0- Z 0 z 0 O Cl) W W z � w 3:_jLto IJ W z W ~ U U)�'� 0 W 0 Z z C� I��N W 0 U O z U OgJ� r Y1 z dLU z (� W LU U W °6�0�?Nrn o (DW OM�.� Z Q0U- I-- U m c -j0<0>-05 0 DU)N-0Q,!' .0 z<00:2 i o o=zwz E Ozl—W10 U Q d W � a Z0 Lr) M 0o a U STRUCTURALENG: CNS w DRAFTING: F- p -STRUCT: QC CHECK: U) JOB No. `C SCALE: W DATE: irw U) z 9� CC PSQ-0205935 AS INDICATED 08/22/18 M" f f S t I I f f f f i El 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 u 10 PLAN VIEW SECTION VIEW D10\ MASONRY COLUMN TIE IN (1) CONT. # 5 FROM TIE BEAM TO FOOTING MASONRY WALL REINFORCING PER PLAN (TYP). 1/2"=1'-0" DOWEL PLACEMENT PLAN 1/4"=11_01V 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. J Q 1= z W 0 W 0 z O t w 0 O U m E2 O J LL W Z 1-- Li- 0 - wO z O O ry rY w O J J a z U) w J d. O U 0 z Q rS W F -- n Q U U- 0 O U) Z _O O NW LL f -- U rY F- U) Q U) LL O z O F- C) O J w r F- w U z Q 0 ry O U Q Z_ 0 w U) O LL. 0 Z_ 0 O J 0 z LU F- 0 z T- i.- 0 - HO F- a W z cD W U W tY 0 F- U 0 Of F- U J Q 1- z W 0 U W W U) T- F- rn M a� 00 6 z U .J • P♦ 1► U o Fri O O�bJ� � a U terra::-. Qydj o jj W OU Z O o U aG9 Lij z m dm (� z (D� _j <( W q w oU1-- E r O 06 dW q QOmwco �Cl 0NOPY4 Q —� i�- ZQO�:Ew o o=zwzE I-�- O z l— W V O W 0 UC�aPYJ°- = 1--�0, fn z �M ®O o 'I 0 LUj W a' 0.j W o, � W W I®- Ica b Vj W F® O � 12- 0- N STRUCTURAL ENG: CNS DRAFTING: -STRUCT: DP QC CHECK: Cc JOB No. PSQ-0205935 SCALE: AS INDICATED DATE: 08/22/18 (1) #5 FROM FTG. TO 1 I BOND BEAM IN FULLY °�' GROUTED CELL. DRIVEWAY BY SPLICE TO BE MIN. 30" (2) #5 BARS @ TOP GROUTED CELL. WHEN MONO DEPTH MASONRY WALL EXCEEDS 26". IF SEE PLAN DEPTH IS LESS THAN CONCRETE SLAB PER 26", THESE BARS ARE FOUNDATION PLAN ° NOT REQUIRED ��a #3 STIRRUPS @ WHEN MONO DEPTH 48" O.C. WHEN a.' ° ' 18" COVER TYP. z EXCEEDS 26". IF MONO DEPTH .a' °° °° '° 00 CONCRETE SLAB PER > oo EXCEEDS 26", IF z — 1 - 1I4 GRADE z VARIES DEPTH IS LESS (= I — I a — III I °. ° ° .9 z 4 \A,, . q THAN 26" W °I' it ((-1 oo 00 THESE BARS - ' __ —_ I _ 4a 1.jI GRADE z I MIN. 48" O.C. WHEN °p ARE NOT REQ'D o0 I FOR REQUIRED #5 a �l — OR INSTALL #5 HOOK 3" COVER TYP. MONO DEPTH 0 BAR. LAP REBAR PER I (2) #5 BARS CONT. (— — IT 1 1— I W/ 3" COVER TYP. CLEAN COMPACTED 8" 1'4" FILL @ 95% STANDARD EXCEEDS 26", IF DENSITY ALL REINFORCEMENT SHALL , ,° d MAINTAIN 3" CLEAR TO — -r GRADE AND 1-1/2" CLEAR TO DEPTH IS LESS ao I WHERE 2ND STORY OCCURS, FTG ANY FACE EXPOSED TO Q �° '-A°-a.l ° SHALL BE 1'-4" WIDE W/(3) #5 BARS (2) #5 BARS @ TOP ,W,WEATHER MI -01 TYPICAL EXTERIOR FOOTING 3/4"=1'-0" 2x BRG WALL PER PLAN AND BEARING WALL SCHEDULE CLEAN COMPACTED 2x P.T. BASE PLATE FILL @ 95% STANDARD DENSITY CONC. SLAB PER FOUNDATION PLAN d _ .III=1 I I III I I- � (2) #5 BARS CONT. W/ 3 COVER TYP. 8 8 8 8 WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-8" WIDE W/(3) #5 BARS FOOTING AT INTERIOR BEARING NOTE: AT FRENCH DOOR LOCATIONS. CONTRACTOR TO VERIFY WITH DOOR MANUF. FOR REQUIRED RECESS THRESHOLD PER - MANUFACTURER'S SPECIFICATIONS 3/4"=1'-0" U) W U W ry v co �— SLOPE THRESHOLD PER MFR'S. SPECIFICATIONS EXTEND SLAB OUT 1 1/2" AT FRONT ENTRY DOOR & GARAGE ENTRY SWING DOOR co CONC. SLAB PER W FOUNDATION PLAN W co 1.1 SLOPE PER DOOR MANUFACTURER SLOPE EXT. SURFACE OR GRADE 1/8" PER FOOT AWAY FROM BUILDING 1/2" FIBER EXPANSION AS REQUIRED 6 F11 EXTERIOR DOOR POURED SILL (1) #5 FROM FTG. TO 1 I 0 BEYOND BOND BEAM IN FULLY DRIVEWAY BY ° �'� MASONRY WALL GROUTED CELL. � > .®.�� SEE PLAN SPLICE TO BE MIN. 30" - CURB (2) #5 BARS @ TOP ° d.° ° 11 (1) #5 CONT. W/ 1-1/2" WHEN MONO DEPTH co 18" COVER TYP. z EXCEEDS 26". IF Fy � DEPTH IS LESS THAN CONCRETE SLAB PER > oo 26, THESE BARS ARE FOUNDATION PLAN - NOT REQUIRED VARIES ° e d. 4" 8" Ir SEE PLAN 4 \A,, . q F13 THICKENED EDGE @ GARAGE DOOR W GRADE d4 ° a 00 —_ ° .4 . < ° ° e �;� #3 STIRRUPS @ — I _ I a ° GRADE z I MIN. 48" O.C. WHEN °p I—I I FOR REQUIRED #5 a �l — OR INSTALL #5 HOOK 3" COVER TYP. MONO DEPTH 0 BAR. LAP REBAR PER I DETAIL MD08 ON I ° LINTEL PLAN i z co = o EXCEEDS 26", IF i — , ,° d ° a I — -r DEPTH IS LESS ao I i m =1 Q �° '-A°-a.l ° THICKENED EDGE - o (2) #5 BARS @ TOP THAN 26" 11:911 = t - a i . THESE BARS THIS SHEET BEYOND ARE NOT REQ'D I I I =1 11=1 I- CLEAN COMPACTED (2) #5 BARS CONT. I I FILL @ 95% STANDARD 8" W/ 3" COVER TYP. 01 1'-4" DENSITY ALL REINFORCEMENT SHALL CONC. SLAB OR MAINTAIN 3" CLEAR TO #3 STIRRUPS @ 48" qd.' WHERE 2ND STORY OCCURS, FTG O.C. WHEN MONO GRADE AND 1-1/2" CLEAR TO PAVERS PER PLAN PITCH — DEPTH EXCEEDS 26", SHALL BE 1'-4" WIDE W/(3) #5 BARS (2) #5 BARS CONT. ANY FACE EXPOSED TO W/ 3" COVER TYP. THAN 26" THESE BARS ° WEATHER ARE NOT REQ'D GRAD -11 fEFO:�TYPICAL GARAGE CURB FOOTING (1) #5 FROM FTG. TO TIE BEAM SPLICE TO� BE MIN. 30" GROUT 1 CELL SOLID SEE PLAN FOR SHOWER SIZE 4 3/4"=1'-0" FOUNDATION REINFORCEMENT SHALL MAINTAIN 3" CLEAR TO GRADE AND ALL OTHERS TO MAINTAIN 1-1/2" CLEAR TO ANY FACE EXPOSED TO WEATHER 1 I 0 BEYOND FOR SIZE AND BASE DRIVEWAY BY „ 4, "t ��ALL co � > .®.�� e d ° OPTIONAL CURB BY - CURB ° d.° ° 11 (1) #5 CONT. W/ 1-1/2" BUILDER W co 18" COVER TYP. z z co '- � CONC. SLAB PER 1E1 oo ° —III FILL @ 95% STANDARD 10 FOUNDATION PLAN ° e 8" x 8" THICKENED 4" 8" Ir EDGE W/ (1) #5 CONT. 4 \A,, . q F13 THICKENED EDGE @ GARAGE DOOR W GRADE �° ° 117.111 °'r& '�' I- CONT. BARS. MAINTAIN 3" COVER TYP. —_ ° .4 . < ° ° e �;� BEND CONTINUOUS #5 _--1=_ I I_I ► I i I -_ I I I -i I 1=16" MIN. 1!&1'16" I MIN. CORNER. LAP REBAR — °o FOR REQUIRED #5 BAR AT STEP DOWN, CONT. BARS. MAINTAIN OR INSTALL #5 HOOK 3" COVER TYP. BARS FOR EACH CONT. 0 BAR. LAP REBAR PER DETAIL MD08 ON BY TIE IN OR EPDXY LINTEL PLAN qF:09 TYPICAL STEP FOOTING DETAIL i° CONNECTION , ,° d ° I. O ! i m Q THICKENED EDGE (2) #5 BARS @ TOP FOOTING PER MF08 ON '. `a 'a a i . WHEN MONO DEPTH THIS SHEET BEYOND EXCEEDS 26". IF -III III -1'-4" I I _ DEPTH IS LESS THAN CONC. SLAB OR 26", THESE BARS ARE #3 STIRRUPS @ 48" qd.' NOT REQUIRED O.C. WHEN MONO PAVERS PER PLAN PITCH — DEPTH EXCEEDS 26", I (2) #5 BARS CONT. IF DEPTH IS LESS W/ 3" COVER TYP. THAN 26" THESE BARS ° a ARE NOT REQ'D GRAD -11 6170 FOOTING Cad SHOWER AT MASONRY GARAGE — _`J d - TOP VIEW @ CORNER CONC. SLAB PER 3/4"=1'-0" FILLED CELL PER PLAN FOUNDATION PLAN GARAGE WALL I ABOVE - WALL BEYOND FOR SIZE AND BASE DRIVEWAY BY „ 4, "t BUILDER- CONCRETE co OR PAVERS .®.�� e d ° Lij1 - CURB ° d.° ° 11 (1) #5 CONT. W/ 1-1/2" 01 W co CLEAN COMPACTED COVER TYP. z �Y 'i 4 SII ql l® :Yid '- � 1 I 1E1 > ° —III FILL @ 95% STANDARD 10 DENSITY ° e 8" x 8" THICKENED 4" 8" Ir EDGE W/ (1) #5 CONT. 4 \A,, . W/ 3" COVER, TYP. F13 THICKENED EDGE @ GARAGE DOOR CONC. SLAB PER � FOUNDATION PLAN Q U) w Q 4° e a' .. °4 ° e e I 114 1= I 6"I (1) #5 BAR CONT. III=1 W/ 3" COVER TYP. CLEAN COMPACTED FILL @ 95% STANDARD DENSITY NON-BEARING SLAB STEP DOWN 3/4"=1'-0" CONC. SLAB PER 8"x12" THICKENED FOUNDATION PLAN SLAB W/ (1) #5 CONT. W/ 3" COVER TYP. tA.Q , °GRADE a + -1 I 1=III=1 11= I=1 I :., -1 I I -III -III I I I III- ° CLEAN COMPACTED FILL @ 95% STANDARD DENSITY THICKENED EDGE 8" C.M.U. FINISH PER ELEV. FINISH FLOOR z PENETRATING PIPE MAX. 4" #5 LOOP TIE (TYP.) 4. - z co �.. + .� REFER TO ld . FOUNDATION PLAN FOR CONT. FOUNDATION INFORMATION FOOTING PER PLAN PVC SLEEVE (FRONT VIEW) MAX 6" DIA. CONTACT EOR FOR ADDITIONAL REVIEW IF BEARING WALL VERIFY W/ DETAILS FOR REQ'D I ABOVE - WALL STEEL AT 2 STORY LOCATIONS FOR SIZE AND BASE ANCHOR TO HAVE MIN. �z V -- N ^i O 7" EMBEDMENT BELOW MIN 5" .®.�� LOWEST STEP OF Lij1 j CURB eJ� d.° ° 11 (1) #5 CONT. W/ 1-1/2" 01 W co COVER TYP. z �Y 'i 4 SII ql l® :Yid '- � CONCRETE SLAB PER w 0 - ®® > ° FOUNDATION FOUNDATION PLAN U 10 . ° d.. . ° ° e W O °' �! 4 \A,, . ° d G ° ° 4 . FOR REQUIRED #5 8" /1. 16" (2) #5 BARS CONT. W/ —� 3" COVER TYP. CLEAN COMPACTED FILL @ 95% STANDARD DENSITY WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-8" WIDE W/(3) #5 BARS f�aFODOUBLE STEP FOOTING 3/4"=1'-0" 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. az wgz MIN. 24" BEFORE ANOTHER STEP I—aO o VERIFY W/ DETAILS FOR REQ'D I Q STEEL AT 2 STORY LOCATIONS FOR SIZE AND BASE e 4c �z V -- N ^i O . .®.�� W Lij1 j TOP COURSE TO BE eJ� d.° ° W o CHAIR BLOCKS. 1 O ° p�Q ®®.dr. �Y 'i 4 SII ql l® :Yid w � REINFORCEMENT SEE ®® d°° ° IIII U 10 ° °_� ° ii11 W SEE ELEVATION °' �! VERIFY PLAN DETAILS W o a' a . ,... 4 FOR REQUIRED #5 uw� °'r& '�' I- CONT. BARS. MAINTAIN 3" COVER TYP. —_ ° .4 . < ° ° e �;� BEND CONTINUOUS #5 _--1=_ I I_I ► I i I -_ I I I -i I 1=16" MIN. 1!&1'16" I MIN. CORNER. LAP REBAR VERIFY PLAN DETAILS I I 1=1 I (=1 I 1=1 I I— ' BEND EACH CONT. #5 FOR REQUIRED #5 BAR AT STEP DOWN, CONT. BARS. MAINTAIN OR INSTALL #5 HOOK 3" COVER TYP. BARS FOR EACH CONT. 0 BAR. LAP REBAR PER DETAIL MD08 ON BY TIE IN OR EPDXY LINTEL PLAN qF:09 TYPICAL STEP FOOTING DETAIL 8" CMU - CONC. SLAB PER FINISH PER ELEV. FOUNDATION PLAN FINISH FLOOR PENETRATING 4.4 ° ° ° GRADE PIPE. MAX 4" "1—I11� PVC SLEEVE MAX I I 6" DIAMETER= -- - =1 - =., I —°.ad. ;4 1 I FOOTING PER PLAN z l ill(—I I '- CLEAN COMPACTED LOFILL @ 95% STANDARD (SIDE VIEW) DENSITY FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS C #5 xENTEREEDD BARS CAT PIPE PVC OR SCH40 SLEEVE I1 �II11 IIII_ a a aQ ° °° 4 _. III 11111 PIPE PARALLEL TO FND TYPICAL FOUNDATION PENETRATIONS PENETRATION 1Co 11' -I _ I- d I ► -III- 4 REFER TO _=I I1=) I (-FOUNDATION PLAN III=1 I I FOR CONT. SEE FDN._ PLAN FOR _ I FOUNDATION SIZE & REINF. I INFORMATION PIPE PERPENDICULAR TO FND 3/4"=1'-0" HOLD BRIG WALL BACK SO GYP FINISH IS FLUSH W/ FOUNDATION BELOW CONC. SLAB PER FOUNDATION PLAN W CO 2x BRG WALL PER PLAN AND BEARING WALL SCHEDULE > I A 2x P.T. BASE PLATE '4a 4 a ° III IIII —III III 11. (2) #5 BARS CONT. W/ —� 3" COVER TYP. 6" 8" 8" 10" CLEAN COMPACTED _ FILL @ 95% STANDARD WHERE 2ND STORY OCCURS, FTG DENSITY SHALL BE 1'-8" WIDE W/(3) #5 BARS 6 FO BEARING SLAB STEP DOWN 3/4"=1'-0" TYPICAL CORNER BAR DETAIL (TOP VIEW) 3/4"=1'-0" WOOD POST PER PLAN VERIFY W/ DETAILS FOR REQ'D > STEEL AT 2 STORY LOCATIONS FOR SIZE AND BASE e 4c rro® V -- N ^i O CONNECTION U o : z° o ° Lij1 8 U TOP COURSE TO BE eJ� i CHAIR BLOCKS. 1 #5 CONT. i °.. ° ° � REINFORCEMENT SEE ®® �i41 ° 11 FILLED SOLID FOUNDATION PLAN U 10 CMU BASE W/ (1) #5 A ,.r' SEE ELEVATION FOR QUANTITY ° a eo Q0 Ljjm _j 90 -DEGREE #5 HOOK a ° �-- BARS AT CORNER OR ° .4 . < ° ° e �;� BEND CONTINUOUS #5 ° I®o BARS AROUND ..° ° a WU�<W W L CORNER. LAP REBAR PER DETAIL MD08 ON ° ° ° 4e .. ° v/M LINTEL PLAN TYPICAL CORNER BAR DETAIL (TOP VIEW) 3/4"=1'-0" WOOD POST PER PLAN > FOR SIZE AND BASE • rro® V -- N ^i O CONNECTION U o : z° o ° Lij1 8 U TOP COURSE TO BE eJ� i CHAIR BLOCKS. 1 Z i ENTIRE BASE TO BE � ®® W .- W 0 ,,, w � FILLED SOLID U 10 CMU BASE W/ (1) #5 1 SEE ELEVATION (�Wz000 C Q0 Ljjm _j VERTICAL @ EA. �-- mac)-oQ�� CORNER. SEE PLAN 1 I®o o=zwzE ©zl—WY0 i WU�<W W L FOR BASE SIZE; BARS O Lo 1 v/M TO TIE INTO EXT. FTG. 1 I ° ° 0 BY TIE IN OR EPDXY a ,: i° CONNECTION , ,° d ° I. O ! i m Q THICKENED EDGE ° FOOTING PER MF08 ON '. `a 'a a i . THIS SHEET BEYOND ° w W CONC. SLAB OR °° 4 qd.' U) PAVERS PER PLAN PITCH — I ° ° a GRAD -11 SEE FOUNDATION FOR I I a ° PAD SIZE ( CLEAN COMPACTED 1 a ®'�°_) o -,' FILL @ 95% STANDARD I DENSITY 6R'�\ FOOTING Z ENTRY MASONRY COLUMN C®PYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. 00 o o ® Z mW W �UJ OD p� 00. LL 1 > U ° • rro® V -- N ^i O U o : z° o ° Lij1 8 U eJ� i z 1 Z i � ®® W .- W 0 ,,, w � U 10 U 1 (�Wz000 C Q0 Ljjm _j ami _jpUhp>-a o �-- mac)-oQ�� 1 I®o o=zwzE ©zl—WY0 i WU�<W W L O Lo 1 v/M ®w o `- 1 I 0 1 ! ®d i LU < o * LLJ ® _j W 'o W W W ® 1 Z �0�� 1 I I 1 STRUCTURALENG: CNS DRAFTING: i -STRUCT: DP ! QC CHECK: CC 1 JOB No. PSQ-0205935 SCALE: AS INDICATED i DATE: 08/22/18 1 i I 1 f f f s s f f f f f THE GROUT IS LEVEL WITH TOP OF BLOCK FOR PROPER TRUSS/ FLOOR SYSTEM BEARING (MIN 3") z ry w a h r U w >Y z O 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 REBAR IS INDICATED IN LINTEL, #5 TO BE HOOKED INTO SIDE VERTICALS - °d d d . ,a . d d° a , -fir* . >�}.° ' g.— � � :G �® • .� . f °. °d BOTTOM STEEL IN LINTEL IF INDICATE - HOOK INTO VERTICAL CELLS PER MD08 ROUGH OPENING PER PLAN — METAL LATH OR WIRE SCREEN OVER COURSES NOT REQ'D TO BE FILLED. (SHEET METAL & PAPER FELT PROHIBITED) HOOK PER M D08 d a 4 w h ry Ow �00W g W d N_` -`SU) 0- 4 °z�cD S W p da e° ,al WHEN WINDOW OPENING IS ILARGER THAN 8'-0" THE COURSE UNDER THE WINDOW SILL IS TO BE A KNOCK OUT COURSE W/ (1) ° #5 CONT. BAR TO HOOK INTO ° FILLED CELLS AT EACH END AND d ' FILLED CELLS ARE TO BE PLACED a I 1 AT 32 O.C. YNDER WINDOW 1° r I: GRADE 40 GRADE 60 a BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH a V-6" 7/8 NO -SHEAR WALL T OPENING 8974/8974 TYPI AL SHEAR WALL SEGMENT "D" #3 1 41 /4 . 1D5 d d 41 /4 91/4 24 #4 1° r TYPICAL MASONRY CONSTRUCTION SEE PLAN FOR TOP OF WALL AND LINTEL INFO 3/4"=1'-0" T' 1 LINTEL W/ TRANSOM DETAIL 3/4"=1'-0" SEE DOWEL LAYOUT PLAN FOR FILLED CELL INFORMATION. MIN. (1) IS REQUIRED ON EITHER SIDE OF OPENING U.N.O. (2) 2x8 SYP #2 P.T. WOOD HEADER TURNED SIDEWAYS. ATTACH (2) 2x8 SYP #2 P.T. HEADER TO MASONRY WALL W/ SIMPSON HU28-2 OR HUC28-2 HANGER @ EA. END. USING (14) 1/4" DIA. x 2 3/4" TAPCONS & (6) 10d NAILS INTO HEADER. NAIL EACH PLY AND EACH ADDITIONAL HEADER PLY W/ (2) ROWS OF 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) I: GRADE 40 GRADE 60 a BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH a V-6" 7/8 :41 "7" 8974/8974 10000 / 10000 2'-2"1783 4085/4085 "D" #3 1 41 /4 2'-8" 1D5 21/4 41 /4 91/4 24 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 32 #5 31/8 7 113/4 25 d 1d 7 151/2 40 #6 33/4 O 14 30 41/2 81/16 TYPICAL MASONRY CONSTRUCTION SEE PLAN FOR TOP OF WALL AND LINTEL INFO 3/4"=1'-0" T' 1 LINTEL W/ TRANSOM DETAIL 3/4"=1'-0" SEE DOWEL LAYOUT PLAN FOR FILLED CELL INFORMATION. MIN. (1) IS REQUIRED ON EITHER SIDE OF OPENING U.N.O. (2) 2x8 SYP #2 P.T. WOOD HEADER TURNED SIDEWAYS. ATTACH (2) 2x8 SYP #2 P.T. HEADER TO MASONRY WALL W/ SIMPSON HU28-2 OR HUC28-2 HANGER @ EA. END. USING (14) 1/4" DIA. x 2 3/4" TAPCONS & (6) 10d NAILS INTO HEADER. NAIL EACH PLY AND EACH ADDITIONAL HEADER PLY W/ (2) ROWS OF 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) RECESSED LINTELS -FILLED GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE V-6" 7/8 3069 / 3069 "7" 8974/8974 10000 / 10000 2'-2"1783 4085/4085 "D" #3 1 41 /4 2'-8" 1D5 21/4 41 /4 91/4 24 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 32 #5 31/8 7 113/4 25 33/4 7 151/2 40 #6 33/4 81/16 14 30 41/2 81/16 181/2 48 #7 43/8 9 13/16 16 1/2 35 51/4 913/16 21 3/4 56 d: d' a + a d = e: Q d' �. d d.:. LAP SPLICE EMBEDDED REBAR SPLICE DETAIL STANDARD 90' HOOK 3/4"=1'-0" c STANDARD 180' HOOK #3=2%" #4=2%" #5=2%2" #6 = 3" #7=3%" 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 10' LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL 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. C9 (D = 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 GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE -CRETE, QUALITY, LOTTS, & POWERS STEEL STANDARD LINTEL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. RECESSED LINTELS -FILLED STANDARD LINTELS CLEAR OPENING 8R6-1 B/8R6-OB -EAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24 -1113/8F24-013 8F32-1B/8F32-0B V-6" 2231 3069 / 3069 6113 / 6113 8974/8974 10000 / 10000 2'-2"1783 4085/4085 3069/306 9 6113/5163 8974/8054 10000 / 10000 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 31-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 4'-0" 860 1651 /1349 5365/ 1999 7342/3123 10000/4249 4'-6" 710 1423/1105 4360/1631 6036 / 2549 8328/3470 5'-2" 570 1232/1232 3480 / 2580 1 8360/3586 8825/4592 6'-2" 488 991/991 2661 /2143 5681/2698 6472/3685 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885- 205/28859'-2" 91-2" 315 618/535 1533/1247 2781 /1946 4754/2489 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 11'-2" 255 471/352 1075/1075 1838/1567 2883/2003 12'-0" 239 418/297 1075/1045 1 1838/1446 2883/1848 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 13'-4" 0 328/0 1234/0 1779/0 2662/0 14'-0" 0 292/0 1160/0 1660/0 2439/0 16'-0" 0 284/0 950/0 1379/0 1997/0 18'-0" 0 211/0 750/0 1177/0 1676/0 18'-8" 0 142/0 598/0 11.14/0 1468/0 20'-0" 0 180/0 598/0 1024/0 1441/0 20'-8" 0 145 / 0 550 / 0 981 /0 1376/0 22'-8" 01 110/0 1 450/0 1 824/0 1147/0 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. C9 (D = 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 GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE -CRETE, QUALITY, LOTTS, & POWERS STEEL STANDARD LINTEL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. RECESSED LINTELS -FILLED 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY CLEAR OPENING 8R6-1 B/8R6-OB 8R14-1 B/8R14-0B 8R22-1 B/8R22-OB 2'-4" 1694/1694 3725/32 0 5499/5421 2'-8" 1425/1425 3343/3280 4933/4933 3'-0" 1230/1230 2769/2769 4085/4085 3'-4" 1081 / 920 2769 / 1716 4085/2839 4'-4" 846/833 2121/1716 3127/2839 5'-4" 664/572 1761/17 2595/2595 6'4" 526/434 1539/1539 1329/2267 7'-4" 480/322 1334/ 1334 1964/1552 8'-4" 415 / 235 1152 /1152 1694/1552 � 0 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE 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. C9 (D = 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 GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE -CRETE, QUALITY, LOTTS, & POWERS STEEL STANDARD LINTEL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY OPENINGS. U.N.O. J Q 3. ALL STANDARD LINTELS TO HAVE MIN. 4" NOMINAL BEARING EA. END. ALL RECESSED LINTELS TO z HAVE MIN. 8" BEARING EA. END w 0 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN W INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT , ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. ('F) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD `✓ CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS z ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. ELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL F PLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS o U ±Vp (D MATERIALS z 1. c RECAST LINTELS = 3500 PSI. m 2. fc PRESTRESSED LINTELS = 6000 psi. o 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. � 0 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE IZ STRENGTH = 1900 PSI. w 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW ~ RELAXATION. 7/32 WIRE PER ASTM A510. p U) LINTEL DESIGNATION SCHEDULE z O Ln MARK LINTEL F = FILLED WITH GROUT O REQUIREMENTS U = UNFILLED W R = RECESSED & FILLED WITH GROUT O 8R6-OB/1T QUANTITY OF #5 REBAR @ O 8F8-0B/1T 8 F 16� 1 BI1 T BOTTOM OF LINTEL CAVITY O 0 �—QUANTITY OF #5 REBAR O 8R14-1B/1T AT TOP � ONOMINAL 8F16-1B/1T T HEIGHT _¢ U e O 8R14-OB/1T TYPE DESIGNATION NOMINAL WIDTH J o U z 0- Jy9 00 8F16-0B/1T 1-1/2" CLEAR 0 U O 8F20-1B/1T L Z z Q H Q W y ° #5 REBAR AT TOP MIN. (1) REQ'D C "O 8F20-0B/1T U Q Q Ci U) (9 ti O �— C.M.U. O 8R22-1B/1T Co 2 LO ° GROUT 0- = W 0 ai m iz�c _j U O 8F24-1B/1T r z #5 REBAR AT BOTTOM OF LINTEL O 0= z w z E OzhW`10 CAVITY U O 8R22-OB/1T �I`---i` � BOTTOM REINFORCING PROVIDED z 7-5/8" ACTUAL IN LINTEL (VARIES) U) O 8F24-OB/1T 8" NOMINAL WIDTH O O O 8R30-1B/1T FILLED ai. uw P 0 8F32-1B/1T 1-1/2" CLEAR � O 8R30-0B/1T h WW ~ LLJ X _ �s LU W Uj W t� CL Os 8F32 -0B/1T W #5 REBAR AT TOP MIN. (1) REQ'D U _., Q z U C.M.U. 0 Q O 8F38 -1 B/1T o � U) 0 CD w 0 0 8F12 -1B/1T LO `' z i z CNS DRAFTING: O O 8F40 -1 B/17 r� BOTTOM REINFORCING PROVIDED Q PSQ-0205935 SCALE: 7-5/8" ACTUAL IN LINTEL (VARIES) U O w� 8F28 -1B/1T 8" NOMINAL WIDTH W 8F40 -0B/1T UNFILLED h i co w 111 U 1-1/2" CLEAR Q , 0 d #5 REBAR AT TOP MIN. (1) REQ'D O W cocoWU) °,•. 0 z W d ... TOP KNOCK OUT/ LINTEL BLOCK Q U U) 0 W 1 d ;'a COURSE 1 z U m h (7 a #5 REBAR AT BOTTOM MIN. (1)00 o U) r J REQ'D 0 a. h 16 GA. POWERS STEEL BOXED 0 z 7-5/8" ACTUAL LINTEL z 8" NOMINAL WIDTH p POWERS STEEL O z SAFE LOAD TABLE NOTES W 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED M 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. z 2. 0 = NOT RATED. r 3. SAFE LOADS ARE TOTAL 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 h 0 ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. Z 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. O 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 D SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. W 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. I-_ U h U) Q I-= z w w O 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. DATE: 08/22/18 t s f S s t 0) 00 p� LUJ \00z x 0 •� �° a i 01 i m ��® co �0g Q O J Q�t�®®®® m u. F O_ IZ LLJ W U 0 y 8j O O o U z Jy9 00 z an Z H W LU U ~ W Ci U) (9 ti O _ �OU)N� U (DwzC _ Z?0–_'u W ai m iz�c _j JOQ 0>-0 0 �v)N0��t M U) Q — 2 0= z w z E OzhW`10 LLj LLI U�QW_,w ® lL o O Lu WW LLJ X �s LU W Uj W t� CL W U W 3 W `' CD N i STRUCTURAL ENG: CNS DRAFTING: -STRUCT: DP QC CHECK: CC JOB No. PSQ-0205935 SCALE: AS INDICATED DATE: 08/22/18 t s f S s t 2x4 SYP #2 BLOCK'' ATTACH EACH ENC W/ (3) 12d TOE -NAI BLOCKING TO WAL SIMPSON DTC CLIF SIM. PR SYP BL( BETWEE AND BC TOENAI NOTE: SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND = 11'-4" TOP OF KNEEWALL 1= z W U) W 0 N z _O I— v. Z J m E O J U - w LL O z O U) O n ry M O J J ¢ F- U) w J Q O U z ¢ c�S a_ W F— CL U LL O C0 z O O I� NW LL U f" a U) Ll - 0 0 z O Q U O W z h w U z ¢ 0 O U Q z W O 0- z z a 0 J z_ w h z U) O w z Y) W W Of D f— U Z) ry H z w M I N U FFmj"' L ANw 1/4"=l' -O' v 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. 2 Uo w koi Z oe'In � j� B�u9 O ® z� ¢m z �� �� W LL w U w 0Ur F -E J D (D r O 06 0U)t07 U d✓� UWz❑M� ¢ p L -L' m _ m W J JpQ❑>-o O I— �Q 2 I-- z ¢p�2w o O❑=zwz E W W < a°' LL U) z�pcY) O !.L o O 0 J W ® J W :r W CO W U co Y W {� O W co >- 0-CL� STRUCTURAL ENG: CNS DRAFTING: -STRUCT: DP QC CHECK: CC JOB No. PSQ-0205935 SCALE: AS INDICATED DATE: 08/22/18 I t I S S S t t . W g�1z tZ (S) (y) W 00 941 z CO aLVUNO o r n ., ,ate 4 ,may 2 Uo w koi Z oe'In � j� B�u9 O ® z� ¢m z �� �� W LL w U w 0Ur F -E J D (D r O 06 0U)t07 U d✓� UWz❑M� ¢ p L -L' m _ m W J JpQ❑>-o O I— �Q 2 I-- z ¢p�2w o O❑=zwz E W W < a°' LL U) z�pcY) O !.L o O 0 J W ® J W :r W CO W U co Y W {� O W co >- 0-CL� STRUCTURAL ENG: CNS DRAFTING: -STRUCT: DP QC CHECK: CC JOB No. PSQ-0205935 SCALE: AS INDICATED DATE: 08/22/18 I t I S S S t t MEADER SCHEDULE BEARING WOOD WALL SCHEDULE COLUMN SCHEDULE f TAG HEADER FASTENERS STUD LUMBER CONNECTION & FASTENERS UPLIFT p� (2)2X4 SPF #2 BUILT UP STUD COLUMN VALUES VALUES TAG CAP. BLOCKING O TAG SIMPSON CONNECTOR TYPE TAG BEAM SIZE CONNECTIONS SPACING SPECIES TOP BOTTOM (0)SPF(Ib) SYP(Ib) H2x6 (2)2x6 #2 SYP w/i" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) (2)12d (2)12d NO O (3)2X4 SPF #2 BUILT UP STUD COLUMN HETA 6 w/(9) 10dxl-1/2" NAILS OR HETA20 w/(9) 10dx1-1/2" 2 16d NAILS BW1 16" SPF TOENAILS TOENAILS MID -SPAN 1� NAILS. AT PARALLEL TRUSS CONDITIONS USE LTA2 FRAME TO CMU 1810 1810 TO POSTi SIMP. HTS20 OR MSTA18 UPLIFT w/(10) 10dx1-1/12" NAILS @ 24" O.C. U.N.O. TO BEAM; SIMP. HUC48 w/(14)16d & (6)-10d NAILS H2x8 (2)2x8 #2 SYP w/1" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) C (4)2X4 SPF #2 BUILT UP STUD COLUMN (2)HETA16 OR 2 HETA20 (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 SP4 W/(6) SP4 W/(6) B2x8 WITH 1/2" FLITCH �„ s„ 2 16d NAILS BW2 16" SPF �„ �„ 570 plf MID -SPAN (1)ply TRUSS (10)10d x 12' NAILS FRAME TO CMU (1)ply 2035 (1)ply 2035 PLATE W/(6)10d NAILS & (14)4 x24 10d x 12 NAILS 10d x 12 NAILS (2)ply 2500 (2)ply 2500 `rAPCONS ATTACH KING STUD TO HEADER w/ 10 (2)ply TRUSS (12) 16d x 1;" NAILS H2x10 2)2x10 #2 SYP w/2" FLITCH PLATE ( ) D (2)2X6 SPF #2 BUILT UP STUD COLUMN ON MASONRY: (1) SIMP. MSTAM24 16d NAILS 16" SPF 570 plf d. PT. SP4 W/(6) SP4 W/(6) H10A w/(18)10d x 12NAILS OR ' BW3 10d x 1 1" NAILS 10d x 1'" NAILS 3rH10A 1015 H10A 1340 ATTACH KING STUD TO HEADER/1 2 2 El (2)ply TRUSS H10A-2 w/(18) 10d x 1 Z' NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 TO POST:' SIMP. HTS20 OR LSTA18 H2x12 2)2x12 #2 SYP w/2" FLITCH PLATE w(0) (3)2X6 SPF #2 BUILT UP STUD COLUMN 16d NAILS (3) 12d (3) 12d NO '\/ TO BEAM: SIMP. HUC410 w/(18)16d & BW4 12" SPF MID -SPAN HTS20 w/(24)10d x 12' NAILS FRAME TO FRAME 1245 1450 TOENAILS TOENAILS UPLIFT 4 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 2)2x10 #2 SYP (10) 10d NAILS ATTACH KING STUD TO HEADER w/(6) O B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/ 10 10d H3.5x5.5 (2)1.75 x5.5 LVL 16d NAILS () F (2)2X8 SPF #2 BUILT UP STUD COLUMN ( ) SP4 W/(6) SP4 W/(6) (2)HTS20 w/(24)10d x 12' NAILS PLATE NAILS & (18)4"x24" TAPCONS BW5 12" SPF 10d x 1 I" NAILS 10d x 1 �" NAILS 760 plf MID -SPAN LJ (AT EXT LOCATIONS INCLUDE 3)12d TOENAILS)FRAME TO FRAME 2490 2900 ON MASONRY: (1) SIMP. MSTAM24 H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) 2 2 O (3)2X8 SPF #2 BUILT UP STUD COLUMN ( 16d NAILS SP4 W/(6) SP4 W/(6) H2.5A w/(10)8d FRAME TO FRAME 535 600 TO POST:i SIMP. HTS20 OR LSTA18 ATTACH KING STUD TO HEADER w/ 10 BW6 12" SPF 10d x 12' NAILS 10d x 1 1" NAILS 760 plf 3rd. PT. H3.5x9.25 (2)1.75"x9.25" LVL ( ) 2 < H� (3)2X4 SYP #2 BUILT UP STUD COLUMN TO BEAM:I SIMP. HUC410 w/(18)16d & 16d NAILS v MTS w/ 14 1 �" (2)2x12 #2 SYP (10) 10d NAILS (3) 12d (3) 12d NO 7 ( ) Od x 12 NAILS FRAME TO FRAME 860 1000 B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/ 10 10d H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) B� 16" SYP TOENAILS TOENAILS UPLIFT MID -SPAN J (2)2X6 SYP #2 BUILT UP STUD COLUMN (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) PLATE 3ir ( ) 16d NAILS O NAI & (18)4 x24 TAPCONS SP4 W/(6) SP4 W/(6) MGT w/(22)10d $" EPDXY ANCHOR w/SIMP. SET -XP EPDXY FRAME TO CMU 3330 3965 ON MASONRY: (2) SIMP. MSTAM24 (3) 2x12 #2 SYP w/ 2" FLITCH ATTACH KING STUD TO HEADER w/(10) BW8 16" SYP 104 x 12' NAILS SP x 12" NAILS 664 plf MID -SPAN O 18 I MIN. 12" EMBEDMENT H3x12 K (2)2X8 SYP #2 BUILT UP STUD COLUMN TO POST: SIMP. HTS20 OR LSTA18 PLATE BETWEEN PLIES 16d NAILS � HTT4 w/(18)16d x 22" NAILS & $" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 TO BEAM:' SIMP. HUC410 w/(18)16d & BW9 16" SYP SP4 W/(6) SP4 W/(6) 664 plf O SET EPDXY MIN. 7" EMBEDMENT (10) 10d NAILS HEADER SUPPORT SCHEDULE 10d x 1z' NAILS 10d x 12" NAILS 3rd. PT. L 4x4 SYP #2 POST 63.5x11. SEE PLAN FOR WALL WIDTH 10 HGT-2 w/(16)10d NAILS w/ (2) 4" EPDXY ANCHOR w/SIMP. 25 (2)1.75 x11.25 LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d OPENING SIZE FRAME TO CMU 10980 8910 �„ s JACKS @ EA. END KINGS @ EA. END (2) 12d (2) 12d NO SET EPDXY MIN. 12 EMBEDMENT NAILS & (18)4 x2-., TAPCONS BW10 12" SYP TOENAILS TOENAILS UPLIFT MID -SPAN M 6x6 SYP #2 POST ON MASONRY: (2) SIMP. MSTAM24 1'-0" TO 3'-11" 1 1 11 HTSM16 w/(8)10d NAILS & (4) 4"x 24" TAPCONS FRAME TO CMU 1010 1175 SP4 W/(6) SP4 W/(6) NO 8x8 SYP #2 POST TO POST: SIMP. HTS20 OR LSTA18 4'-0" TO 7'-11" 2 2 BW11 12" SYP !„ !„ 885 plf MID -SPAN TO BEAM: SIMP. HUC410 w/(18)16d & 10d x 12 NAILS 10d x 12 NAILS 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 (10: 10d NAILS 8'-0" TO 9'-11" 2 3 3-1/2"x3-1/2" ENGINEERED LUMBER COLUMN. PER SP4 W/(6) SP4 W/(6) 83.5x11. 2 1 7„ BW12 12" SYP �„ �„ 885 plf 3rd. PT. P STRUCTURAL COVER SHEET 875 () 5 x11.875 LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 10'-0" TO 12'-0" 3 4 10d x 12 NAILS 10d x 12 NAILS 13 (2)LSTA18 w/(14}10d NAILS HEADER TO STUDS 2220 2470 NAILS & (18)4"x24" TAPCONS . -1 1 J <8> 3-1/2"x5-1/4" ENGINEERED LUMBER COLUMN. PER ON MASONRY: (2) SIMP. MSTAM24 SP4 W/(6) SP4 W/(6) STRUCTURAL COVER SHEET STANDARD DEADER NOTES Bw13 16" SPF 2$Oplf MID -SPAN 10d x 12 NAILS 10d x 12 NAILS14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT $33p1f 928p1f 32 @ @ 32"o.c. 3-1/2"x7" ENGINEERED LUMBER COLUMN. PER TO POST: SIMP. HTS20 OR LSTA18 o.c. R 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN STRUCTURAL COVER SHEET TO BEAM: j SIMP. HUC410 w/(18)16d & IS MINIMUM SP4 W/(6) SP4 W/(6) LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 (10) 10d NAILS APPROVAL FRROMOM PER LOCATION. LARGER HEADER MAY BE INSTALLED w/OUT 12" SPF E.O.R. 10d x 11" 1„ 1„NAILS 380 plf MID -SPAN 3-1/2"x9-1/2" ENGI15 ENGINEERED LUMBER COLUMN. PER B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 2 NAILS 10d x 12 O 2' TAPCONS .c. .c. STRUCTURAL COVER SHEET NAILS & (18)4"x4 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. @ 24"o @ 24"o 16 ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD3. MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 ON MASONRY: (2) SIMP. MSTAM24 5-1/4"x5-1/4" ENGINEERED LUMBER COLUMN. PER 3. NAIL #2 SYP HEADER PLIES TOGETHER USING: (2) ROWS OF 10d NAILS @12" O.C. ONE STAN DARD SEARING WALL W/STRAPS NOTES O STRUCTURAL COVER SHEET SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X6 AND 2X8 HEADERS. (3) ROWS OF 10d 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X10 AND 2X12 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 5-1/4"x7" ENGINEERED LUMBER COLUMN. PER TO POST: (2) SIMP. HTS20 OR LSTA18 HEADERS. NAILING ABOVE IS FOR TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. ALWAYS NAIL STUDS TO O STRUCTURAL COVER SHEET ON MASONRY: (2) SIMP. MSTAM24 MEMBERS BUCKET INTO HEADER TOP AND BOTTOM PLATE W/ 3) 12d TOENAILS. LTT20B w/(10) 10d NAILS & 8" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG.OR ( 18 * 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 O 7"x7" ENGINEERED LUMBER COLUMN. PER STRUCTURAL EPDXY MIN. 7" EMBEDMENT CMU 1290 1300 5.25x16 (3) 1.75"x16" LVL U.N.O.FAS EN LVL PLIES TOGETHER USING (3) PER HEADER SCHEDULE. SP6 AND @ 2x8 WALLS USE SP8 INSTEAD OF INDICATED SP4. COVER SHEET HTT4 w/(18) 16d x 72" NAILS w/$" EPDXY ANCHOR w/SIMP. ROWS OF 1/" X 3 1/2" SDS SCREWS @ 24" O.C. 5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R.19 SET EPDXY MIN. 7" EMBEDMENT -AT LVL / PSL COLUMNS COLUMN TO FTG. 3640 4235 EACH SIDE REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. Y 3 1/2" X 11 7/8" ENGINEERED LUMBER COLUMN. PER USE 18 #10x1-1/2" SD SCREWS INSTEAD OF NAILS WF08/SD3. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. STRUCTURAL COVER SHEET 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 6. MID OR s PT. BLOCKING TO BE 2x W/(2) 12d TOENAILS EACH END. (3)HTS20 w/(24)10d x 1'" NAILS 7. BASE PLATE TO BE ATTACHED TO FOOTING USING !'J -BOLTS OR EPDXY 20 2 FRAME TO FRAME 3735 4350 TO POST: 42) SIMP. HTS20 OR LSTA18 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 2 5 1/4" X 9 1/2" ENGINEERED LUMBER COLUMN. PER (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) ON MASONRY: (2) SIMP. MSTAM24 ANCHOR W/ WASHER@ 6" FROM EA. END OF BASE PLATE & WALL OPENINGS & Z STRUCTURAL COVER SHEET 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 63.5x20 (2) 1.75"x20" LVL 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 ` U.N.O.FASTEN LVL PLIES TOGETHER USING (4) ANCHORS. STANDARD COLUMN NOTES ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. ROOF �' I OTE C+. 8. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D. IF BRG. EACH SIDE 1� �✓ NOTES: WALL IS INDICATED W/BW1, BW4, BW7 OR BW10. THESE WALLS ARE ONLY 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BM 9100 4095 SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE TO 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD3. 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. BE TONAILED/ENDNAILED TO THE PLATES & THE 2x P.T. BASE PLATE CAN BE STANDARD V I ®/� [�AR ® SEAM NOTES /ETES 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ATTACHED W/HARD CASED GUN NAILS AND WILL NOT REQ. THE ANCHOR BOLT MGT w/ (22) 10d NAILS TO GIRDER & (1) 5/8" A.T.R. THRU N ELEVATIONS FOR BEARING HEIGHTS. ATTACHMENT INDICATED IN THE BEARING WALL NOTES. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD 23 DBL. TOP PLT. TO INVERTED HDU5 ATTACHED TO POST. FRAME TO FRAME 3300 3965 BE P.T. OR WOLMANIZED. INVERTED HUD5 TO POST w/ " 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. (14) 114 x 2 1/2 SDS SCREWS 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12" CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. ORAS OTHERWISE NOTED. ON PLAN. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @SPF/SYP O.C. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS 10. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD2 U.N.O. SOLID POSTS. AT EXTERIOR CONDITIONS AND AT VOLUME AREA UNLESS NOTED OTHERWISE, STUDS CAN BE 24" O.C. W/ ON PLAN. 5„ STANDARD CONNECTOR NOTES 2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12„ DEEP) TOGETHER USING (3) ROWS OF SINGLE TOP AND P.T. BASE PLATE LEAVE 1-1/2" GAP FROM TOP PLATE TO TRUSS 11. CONNECTION: CONTRACTOR TO INSTALL SP4/ SP8 AT EACH STUD COLUMNS WITHIN BEARING WALLS w/UPLIFT THAT DO NOT SHOW A BASE 4x4: 7"EMBEDMENT MENT w/(12)16d NAILS & g EPDXY ANCHOR w/MIN. 12d NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) 6x6: ABU66 w/ 12 16d NAILS & 5" EPDXY ANCHOR WMIN. 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) 12d TOENAILS. TOP/BOTTOM AND HAVE A J -BOLT OR EPDXY ANCHOR WITHIN 6" FROM THE ( ) s 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE COLUMN. 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. CONTINUOUS FROM FLOOR TO CEILING. 12. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT E.O.R. FOR 8x8: ABU88 w/ 18)16d NAILS & 2 5" EPDXY ANCHORS w/ ( ()$ DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING FURTHER REVIEW. MIN. 7" EMBEDMENT OR 32"o.c.) 13. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT ADDITIONAL LOADS: ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP WRITTEN A) ALL CEILING HUNG SOFFITS AND SOFFITS CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. LTA2, @ 32"o.c. APPROVAL FROM THE E.O.R. SIDE AND CRIPPLE STUDS AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL AND BASE PLATE U.N.O. ON PLANS. WITH CABINETS AS SHOWN ON PLANS. NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST MAX. AND (2) AT EACH CORNER. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE. LEAVE A 1 1/2" GAP FROM 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS TRUSS TO TOP PLATE AND ATTACH USING SIMPSON DTC CLIP (SEE DETAILS FOR 2 -PLY U.N.O. ON PLAN OF ALL HARDWARE BEFORE INSTALLATION. WF20 & WF21/SD2). ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT (2)12d NAILS TO EACH FLOOR TRUSS. STANDARD NAIL SCHEDULE 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. ROOF & EXT. WALL NAILING SHEATHING NOTES STANDARD NAIL GENERAL DIAMETER/ LENGTH 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY ROOFS: TRUSSES " " 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 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) $d 131 x 22 ABOVE THE GARAGE. FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED HETA16/20 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 10d .148" x 3" STRAP LOCATION. IF DOUBLE HETA16/20 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. 6 O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF 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. 12d .148" x 34" FLOOR FRAMING NOTES 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. 16d 162" x 32" GENERAL NOTES SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF 8d RING SHANK .113" x 22' 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS EXTERIOR WALLS: 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. SEE WF10/SD4 FOR MORE INFO. NAILING NOTES CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE 4. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND NAILS: TO AVOID CONFLICT. BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. 5. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN 6. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE INDICATED AS LONG AS IT MEETS OR EXCEEDS THE REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY DIAMETER AND LENGTH INDICATED. u THE CONTRACTOR OR A/C SUPPLIER. ® TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. FLOOR SHEATHING NOTES BUILDER NOTE: E. STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER FLOOR SHEATHING TO BE 3/4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION BE IN ACCORDANCE WITH ASTM A 153. NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS APA SHEATHING NOTE: EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. LAYOUT 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED FLOOR NAILING NOTES ----STOP---- PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL NOTES & AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES WITH (3) 10d TOENAILS. 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. C0NNEU`TU0_%R LEGEND 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 & ASSOCIAT(S, LLC is strictly prohibited. J Q 1= z W 0 W 0 z O O 11. co LLj0 I 0 W C a0. to z Z 0 o 0 _j O Lij Q ILLI �:0 _j rr _ 3: LLJ to LU z (-j 0.. Q LLJ _r U 0 W o ® C~0 >_ (D z0- W 0 c/) STRUCTURAL ENG: CNS W DRAFTING: - - H-STRUCT: DP QC CHECK: CC a U) JOB No. PSQ-0205935 Q SCALE: AS INDICATED 1= _ 0 DATE: 08/22/18 - -- W tr U) _ S6 I I S I S S 9 ^000 U ° �0 lL1L O �,°�bJ L M U D LU U z tea° Z am Z 0 O z O UJ C% ' � LU�W _O ~ U r- ® J U 0 OJ CO O 06 U) Q W z C) ccy) z 00 W �✓� Q 0 -j _j co JpQC)>- I=- _ o 0 �v)`NOcu Z W I-- 0= Z W E OZI-WYO z W O UXQ�Q°- � UU' � z4 :0 L) o_ O LL O z �... 0 W C a0. to z Z 0 o 0 _j O Lij Q ILLI �:0 _j rr _ 3: LLJ to LU z (-j 0.. Q LLJ _r U 0 W o ® C~0 >_ (D z0- W 0 c/) STRUCTURAL ENG: CNS W DRAFTING: - - H-STRUCT: DP QC CHECK: CC a U) JOB No. PSQ-0205935 Q SCALE: AS INDICATED 1= _ 0 DATE: 08/22/18 - -- W tr U) _ S6 I I S I S S 9 r H2x6 H2x6 H2x6 r 011, if I I I 12 frolummmmm AW IWO, ►,' WALK LEGEND Q = 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY Q = 11'-4" T.O.M. HGT. W/ ARCHITECTURAL PLAN U.N.O. OR LINTEL = 11'4" TOP OF KNEEWALL EXTERIOR FRAME WALL SCHEDULE (PARK SQUARE) WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE 8'-0" 2x4 SPF #1/#2 I 16" O.C. MAX 16" O.C. MAX 9'-0" 2x4 SPF �1/#2 16" O.C. MAX 16" O.C. MAX 9'-4" 2x4 SPF �1/#2 16" O.C. MAX 16" O.C. MAX 10'-0" 2x4 SPF 1�142 16" O.C. MAX 12" O.C. MAX EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR ;STUDS 3. IF WALL IS FRAMED WITH 2X6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #1/#2 @ 16" O.C. U,!N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. ULTIMATE WIND SPEED: 140 MPH EXPOSURE: B STANDARD 2ND FLOOR FRAMINJ 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR QPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW: OPENING SITTING ON MASONRY - WS45/SD7 OPENING SITTING ON WOOD BEAM - WS46/SD7 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW DETAIL WS09/SD5 U.N.O. 4. IF SHEATHING IS NOT INSTALLED CONTINUOUS (ONE SOLID PIECE) FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF FRAME WALL, INSTALL REQUIRED SHEATHING SPLICE BLOCKING PER PLAN DETAIL WF10 AST ALL LOCATIONS AS REQUIRED. 5. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING PLAN i.e. BUILT UP COLUMNS, CONNECTORS, ENGINEERING NOTES, SHALL SUPERCEYE ANY INFORMATION SHOWN ON A STANDARD DETAIL. IF ANY ITEM IS IN QUESTION, CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. Q.zr�3tL< <mreI Mo 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. S t t t t t t I t t t IT .® Ntl AA fn W N • d LL. .,� d a d U) > 1. ' g io ENTIRE COLUMN TO o 1j. BE GROUT FILLED w ... U.N.O. d �°. o • A IF d d• 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 REQUIRE[ 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. 1 1/2" 2x P.T. SYP #2 NAILER OF OPENING W/ (1) 1/4"x2-3/4" MIN. - - _- -- 4" MIN. FROM TAPCONS @ 24" O.C. & 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 w- 0 Q BUCK TO CMU ATTACHMENT <LOCATIONS PER GARAGE DOOR o LL MFR.'S WRITTEN SPECIFICATIONS --- U) > Q -- 45 DEG. BEVEL CUT p o �,, < 2x6 P.T. SYP #2 BUCK < END, 1 1/2" ABOVE r 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 (2) 2x TOP PLATE W/ (3) 12d END NAILS TO LAST STUD TYPICAL TIE BEAM W/ 3000 psi CONC. W/(1) #5 REBAR CONT. STD HOOK 2x PT STUD OR ALTERNATE 1x PT FURRING TO CMU W/ 2x FRAMING PER PLAN TYPICAL FILLED CELL W/ 3000 psi CONC. W/(1) #5 REBAR VERT. VERIFY W/ PLAN FOR REQ'D LOCATIONS CMU WALL AS REQ'D PER PLAN 4) EQ. SPACED 2" TITEN HD ANCHORS W/ AIN. 1 2" EMBEDMENT FOR HOLLOW 3LOCK OR 3 1/2" EMBEDMENT FOR SOLID 3LOC K. MAX. 6" FROM TOP AND BOTTOM )R 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" 7ROM TOP AND BOTTOM AND 12" O.C. 3ETWEEN PT BASE PLATE 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 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 JOINING UP TO MAIN HOUSE WALLS SHALL BE ATTACHED i (2) 2x TOP PLATE TO MIN. (2) 2x FULL HEIGHT WALL STUDS W/ (2)-16d NAILS @ 12" O.C. i 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 i OTHERWISE SP2 CLIPS EACH STUD TO DOUBLE TOP PLATE AND SP1 CLIPS EACH STUD TO BOTTOM PLATE EFO 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, SEE — PRE -ENG. ROOF PLAN FOR STUD SIZE & TRUSS PER PLAN SPACING. MIN (2) 2x UNDER GIRDER TRUSS SEE PLAN FOR U.N.O. CONNECTION F� SECTION @ DOUBLE BEARING PRE-ENUINEE TRUSSES PER 24" O. C. MAX. TYP. TRUSS Tc CONNECTION CONNECTION EXT. SHEATHII PER NAILING TOP OF KNEEI 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 B/ TOP KNOCK O[ 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 i WALL WITH STUDS @ 16" O.C. W/ STRUCTURAL i SHEATHING ON BOTH SIDES FROM TOP OF WALL TO BOTTOM OF BEAM. ATTACHED PER NAILING SCHEDULE NFO 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. 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 BUILDER FRAME RADIUS AS REQ'D 3/4"=1'-0" (2) 2x TOP PLATE I 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 STRAP IS NOT REQUIRED. � (2) 2x TOP PLATE UP TO MAIN HOUSE EXT. AS NOTED P Ere ,� j LLI (2) 2x #2 SYP SEE PLAN WALLS SHALL BE LAP BEAM PLYS AND z FOR BEAM SIZE (ONLY ATTACHED TO MIN. NAIL AS SHOWN (5) i IF OPENING PROVIDED (2) 2x FULL HEIGHT 0.131 x 3 1/4" NAILS I PER PLAN) WALL STUDS W/ PER PLY (2)-16d NAILS @ 12" 1 2x4 SPF #2 KNEE WALL O.C. W/ STUDS @ 16" O.C. POST TO BEAM W/ STRUCTURAL 1/2" x 8" ANCHOR BOLT EXTERIOR BEAM AS SHEATHING FROM OR TITEN HD @ 32" PT POST (AS NOTED) TOP OF WALL TO O.C. & 6" FROM EACH O ABU POST BASE BOTTOM OF WALL. ENDATTACHED (AS NOTED) PER 2x PT BOTTOM 5/8" THREADED ROD w/ NAILING SCHEDULE PLATE �' OTHERWISE SP2 CLIPS PRECAST LINTEL OR ° EACH STUD TO BEAM KNOCK OUT COURSE ay! ABOVE AND SP1 CLIPS EACH STUD TO MASONRY WALL BOTTOM PLATE 4 KNEEWALL AT MASONRY WALL 3/4"=1'-0" a / SEE FOUNDATION PLAN FOR ADDITIONAL INFO SIDE VIEW @ BASE OF POST CORNER COLUMN FRAMING CONC. SLAB - SEE FOUNDATION PLAN FOR MORE INFO 3/4"=1'-0" PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION TOP OF MASONRY I SEE ARCH PLANS FOR OVERHANG INFO RE. ELEV. FOR O.H. TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID U) W CK _ — --- WINDOW PER > FLOOR PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS IS. EXT FINISH PER PLAN MAIN FLOOR ELEV 0'-0" VERT REINF. BEYOND SEE FOUNDATION ---J DETAILS FOR FTG INFO MASONRY WALL PER I- PLAN TYPICAL ONE STORY CMU WALL SECTION 3/4"=1'-0" COPYRIGHT MCD 2015: The information contained in fihis 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 F - z W n W ti 0 z O W �_ Nw O U (D. Z 0 J 5 CO Q O LL w ® I— w O W z O > O a ry w z I— O Q M I— U) W J O U n z Q C W W a Q U U_ O co z O U) > O a a w re Z) U r ❑ U) O z O Q U O W I— _ F - w U z Q tY O U U Q z CDS z 0 Q O i ❑ z W X ❑ z co z F- O F° ❑ W z (D w n u) LU D U D co Q I= - z W n co It CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. PT. POST (AS NOTED) EXT. AS NOTED P Ere ,� j LLI LAP BEAM PLYS AND z 40 IN re NAIL AS SHOWN (5) 0.131 x 3 1/4" NAILS LLJ PER PLY HTS20 CLIP FROM POST TO BEAM Z EXTERIOR BEAM AS NOTED PLAN VIEW @ TOP OF POST PT POST (AS NOTED) O ABU POST BASE (AS NOTED) o' 5/8" THREADED ROD w/ ®. NUT SET IN ADHESIVE a / SEE FOUNDATION PLAN FOR ADDITIONAL INFO SIDE VIEW @ BASE OF POST CORNER COLUMN FRAMING CONC. SLAB - SEE FOUNDATION PLAN FOR MORE INFO 3/4"=1'-0" PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION TOP OF MASONRY I SEE ARCH PLANS FOR OVERHANG INFO RE. ELEV. FOR O.H. TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID U) W CK _ — --- WINDOW PER > FLOOR PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS IS. EXT FINISH PER PLAN MAIN FLOOR ELEV 0'-0" VERT REINF. BEYOND SEE FOUNDATION ---J DETAILS FOR FTG INFO MASONRY WALL PER I- PLAN TYPICAL ONE STORY CMU WALL SECTION 3/4"=1'-0" COPYRIGHT MCD 2015: The information contained in fihis 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 F - z W n W ti 0 z O W �_ Nw O U (D. Z 0 J 5 CO Q O LL w ® I— w O W z O > O a ry w z I— O Q M I— U) W J O U n z Q C W W a Q U U_ O co z O U) > O a a w re Z) U r ❑ U) O z O Q U O W I— _ F - w U z Q tY O U U Q z CDS z 0 Q O i ❑ z W X ❑ z co z F- O F° ❑ W z (D w n u) LU D U D co Q I= - z W n co It eo" OMO Y � Q o o P Ere ,� j LLI z 40 IN re LLJ Z O 0- U W Uo 0 �o � o 0 U 1 16 Zo C/) W co ~ W r v '' w 0U�~E E J°�nco� 06 p��a, U (D Wz❑Mr'-.� zQO W CS 0 E— Uj U)o�0< zQO 2_2 o n=zwz E W 0<DW<o Q0_Ja- = Z � O co Ow o O `- 75 _j ® W t�_jw 11 � LL! W LLI W V �- a ® a W Q O 00 >_ W IL C4 STRUCTURAL ENG: CNS DRAFTING: -STRUCT: DP QC CHECK: CC JOB No. PSQ-0205935 SCALE: AS INDICATED DATE: 08/22/18 f f s s t SIMPSON ... DIAGONAL TO BEAM SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS 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 SEAM CONNECTION FRAME WALL CONNECTION REQ'D GABLE END "L" AND/OR "T" BRACING STRONG BACK PER GABLE END BRACING CHART 2x4 SYP #2 TOP CHORD BRACING @ 16" O.C. MIN (2) TRUSS BAYS CONTRACTOR TO FIELD VERIFY WHICH BACK FROM GABLE END (MIN. 48") GABLE END CONDITION IS REQUIRED. CONTACT EOR A23 DIAGONAL TO TRUSS PER FOR ADDITIONAL INFO AS REQ'DTRUSS BOTTOM PLAN TYP. CHORD. REFER TO IN SIMPSON A23 @ EACH GE02 FOR REQ'D BRACE TO PLATE BRACING TYP MAINTAIN 3 1/4" ROOF SHEATHING PER END. REDUCE UP TO 4'-8" PLAN ATTACH PER SPACING TO 24" O.C. (1) 2x4 BRACE NAILING SCHEDULE �- @ WALLS CARRYING 9'-4" < H514'-0" STRONGBACK W/ (1) 2x4 BRACE CLEARANCE BETWEEN STRONGBACK W/ (2) 2x4 BRACE F1/2" J -BOLTS w/ 2x4 SYP #2 BOTTOM SHELVING SIMPSON DTC @ EACH INSIDE FACE OF CMU HORIZONTAL BLOCK WASHERS (MIN. 7" CHORD BRACING @ 16" ------- (6) 8d NAILS (MAX. 4" VERTICAL GAP PLYWOOD AND CENTERLINE OF BETWEEN 12" LONG_ EMBED) MIN. 6" FROM O.C. FOR FALSE BEAM BLOCK & TRUSS SHEATHING & J -BOLT EACH END AND 32" ATTACHMENT W/ (3) 2x BLOCKING x 12" NAILING PER O.C. MAX. O 10d TOENAILS EA. END W PLAN SHALL BLOCKING LOCATION MINT_ (2) TRUSS BAYS � RUN CONT. 2x8 P.T. PLATE, CANT. b. Q m BACK FROM GABLE ATTACHMENT. ATTACH � ACROSS GABLE TO BOTTOM OF FOR CLG. NAILING W Y _ U END (MIN. 48") PLATE W / MIN. (4) 8d _j �- FALSE BEAM. SURFACE �, o m 2x TOP PLATE TO NAILS. ATTACHED PER PROVIDE 16d NAILS SINGLE 2x TOP PLATE p GABLE END W/ 12d /Vii F-) I Nnnl_R1=APINI , \A/Al I tPAPAI I GI TR1 I��l NAILING GABLE END TRUSS TO a _ NAILS @ 6" O.C. SCHEDULE PLATE @12" O.C. MAX. HGA10 @ 32" O.C. 2x4 SYP #2 FRAMING FOR FALSE BEAM @ 16" O.C., IF REQ'D W/ (4) TIE BEAM COURSE w/ 10d NAILS @ EA. TRUSS BRACE TOP AND BOTTOM 2x4 #2 SYP CMU WALL OR LINTEL (1) #5 CONT. MIN. 2x4 SYP #2 STUDS @ 16" O.C. BLOCKING BELOW BETWEEN W/ SINGLE BOTTOM & TOP PLATE CMU WALL CONNECTION W/ (3) 10d NAILS EACH END TYP. STUDS ONLY IF FALSE BEAM FRAME DOWN 2x4 SYP #2 HORIZONTAL PER 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 UP TO 4'-8" PLAN ATTACH PER SPACING TO 24" O.C. (1) 2x4 BRACE NAILING SCHEDULE �- @ WALLS CARRYING 9'-4" < H514'-0" STRONGBACK W/ (1) 2x4 BRACE LOADS SUCH AS STRONGBACK W/ (2) 2x4 BRACE 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/ t 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 /Vii F-) I Nnnl_R1=APINI , \A/Al I tPAPAI I GI TR1 I��l 1/2"=11-0" TRUSSES AT 24" 0.( TYP. NON -LOAD BEARING WALL PER SIMPSON DTC @ 48" PLAN. STUDS @ 24" O.C. ATTACH W/ (6) f O.C. MAX. STUD NAILS (MAX. 4" SPACING TO BE VERTICAL GAP REDUCED DOWN TO BETWEEN 12" LONG 16" O.C. MAX. @ BLOCK & TRUSS LOCATIONS CARRYING BOTTOM CHORD/ LOADS SUCH AS TRUSS BLOCKING.) CABINETS OR HEAVY REDUCE DTC SPACI SHELVING. TO 24" O.C. FOR HOLD TOP OF WALLS CARRYING NON -LOAD BEARING LOADS SUCH AS CABINETS OR HEAV WALL DOWN 1-z' SHELVING BELOW BOTTOM OF TRUSS BOTTOM 2x BLOCKING x 12" CHORD. LONG @ TRUSS LOCATION FOR CLIF ATTACHMENT, @ 41 O.C. ATTACH TO WP SINGLE TOP PLATE MIN. (4) 8d NAILS. SINGLE 2x TOP PLAT 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 AC1 G CHART H GABLE BRACING (+) UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H 4 7'-0" (1) 2x4 BRACE 7'-0" < H 4 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H514'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H418'-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 WHERE O.H. IS > V-0", DROP GABLES w/ OUTLOOKERS @ 24" O.C. TO RUN V-0" MAX PLYOOD CANT. O.H. BACK TO 1 ST COMMON TRUSS WITH SEE ELEV. FOR (3) 12d TOENAILS. CONNECT TO O.H. SIZE DROP GABLE WITH H2.5 CLIP. MAX 2'-0" O.H. L CONT. 2x4 \ \ 2x4 DIAGONAL BRACE @ 48" O.C. TO 3RD BAY \ \ REQ'D w/ \ STRONGBACK, SEE \ CHART \ \ GABLE BRACING (+) SEE CHART i \ ` _ 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-Z" BELOW BOTTOM OF TRUSS BOTTOM CHORD. 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 — STRONGBACK TO DIAGONAL • 2x6 10d COMMON NAILS @ 8" O.C. 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" STUD U.N.O. SEE BEARING WOOD WALL SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET FOR MORE INFORMATION nMl -ren i+ninni r A� 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 STUDSIU.N.O. DOWNERAME TO DOOR �IM TO WF01/SD3 2X STUDS TYP. ATTACH JAMB STUDS PER WF08/SD3 BASE F LATE TO BE ATTAC� ED TO FTG USING X1/2" 0 J -BOLTS OR EPDXY ANCHOR @ 6" FROM EA. END OF BASE f LATE & WALL OPENINGS & 32" O.C. W/ 7" MIN EMBED. & 2" WASHER. AT SLAB STEP GOWNS, EMBED. MUST BE 7" BELOW STEP P.T BASE PLATE 2X CRIPPLES @ 16" O.C. W/ SIMF SON 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) 1 O 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 GRATER HEADER SEE HEADER SCHEDILE FOR HEADE� CONNECTION INFORMATION LSTA30 HEADER TO STUDS U.N.O. FILLINY AND BLKING AS REQ'D W/ (2) ROWS OF 12t @ 16" O.C. TO HEADER UNO 2X STUIDS TYP. ATTACH JAMB STUDS PER WF08/SD3 BASE PATE TO BE ATTACHED TO FTG USING 1/2" J -BOLTS OR EPDXY, @ 6" FROM �A. END OF BASE PLATE � WALL OPENINIGS & 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 k, EQUIRED. 2. REQUIRED NUMBER OF KING STUDS PER THE HEADER SUF PORT SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET. QUANTITY OF KING STUDS SHOWN ON FRAMING PLANS SHALL SUPERCEDE THE QUANTITYAS SHOWN ON STANDARD DETAILS. I 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. sink a: W.111INLeXT, 071.3N a 00 1=1 9 1/2"=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 & ASSOCIA� ES, LLC is strictly prohibited. Q 1— z W 0 U) w 0 z O rn Uj M 0000 a� � 0 ' o � d��_j z U oz Qv W©U ®®© k LL 00 ®�\ O 0- 0L W > W U r� �! J . N � o z U _. z ago v B� z° am Z . �rCO LJJ W E J��r-- 0 (� WZpMr c ZQO-�-2 W ,, tt '' F-- U F- C° Q �- .-� i® ZQO�2w o 0=zWzE a-- OzF_WHO W UQDw<a Q o' 2 a- < 5E W O w0 0 tsD z W < > a W �LUW W LM �'-- 0 U Cn W i® O 00 >`_ 0-0-0 STRUCTURAL ENG: CNS DRAFTING: -STRUCT: DP QC CHECK: CC JOB No. PSQ-0205935 SCALE: AS INDICATED DATE: 08/22/18 t f t t f 2x4 BLOCKS, (2) 1F' NAILS @ EA. END. BLOCK ADJ. BAYS EA.DIAG. AS SHOV FASTEN ROOF SHEATHING TO BLOCKS w/8d NAIL @ 6" O.C. (5) 16d NAILS BRA( TO BLOCKING PROVIDE 2x4 BRA( TO EA. ADJ. DIAG. FASTEN TO DIAG.v 16d NAILS. GABLE BRACING Cc O.C. MAX. 45° FRO HORIZONTAL (+/- 1 BRACE NOT REQU 6' FROM EAVES. PROVIDE BLOCKI� BETWEEN TRUSS @ 48" O.C. FOR FII BAYS WALL PER PLAN CONNECTION DETAIL (FRAME WALL SHOWN; FOR REQ'D MAY ALSO BE CONNECTIONS MASONRY) 'NOTE: GABLES SWANNING LESS THAN 8° DO NOT REQUIRE BRACING' 4THING PER PLAN RE O.H. IS > V-0", P END GABLE w/ _OOKERS @ 24" TO RUN BACK TO 'OMMON TRUSS 1 (3) 12d TOENAILS. NECT TO DROP _E WITH H2.5 CLIP. 2'-0" O.H. T. 2x4 @ 24" O.C. _E END %THING FASTEN PLAN DE AS REQ'D SON H10A DIAG. LOCKING ADE 2x BLOCKING NAILING 1r.YT� a�" PLAN FOR "ORT AND TIE N OF JACK 3SES 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 FA('.H TRI IRR RFI (NAI GXO 5 L L1+ O.C. MAX. FIELD FRAMED VALLEY DETAIL TO 2x SCAB w/ 10d NAILS @ 4" O.C. PER -ENG TRUSSES - PER PLAN TRUSS CONNECTION PER PLAN CMU WALL PER PLAN 3/4"=1'-0" W O 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 2x SCAB w/ 10d NAILS @4"O.C. PER -ENG TRUSSES - 2x FASCIA 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 JPS FASTEN CONV. 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. 2 4 z'qP TO NGT, ROOF SHEATHING, FASTEN PER PLAN 2x4 FRAMING @ 24" O.C. MAX. PROVIDE (4) 10d x 3" NAILS AT JOINT 2x FASCIA (2) 8d TOENAILS TO LEDGER 2x4 LEDGER W/ (2) 16d NAILS @ 16" O.C. SEE ELEV. FOR 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) P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING 7/16" O.S.B. EA. SIDI AROUND CURVE. MIN. % 2 TAPCON ANCHORS ARCH WINDOW FRAMING DETAILS 3/4"=1'-0" — 2x BLK'G. TO O.S.B. ARCH PER ELEV (2) - 8d EACH END END VIEW W/ CMU full I HEADER (SEE PLA& ARCH PER ELEV NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 1" EDGE 1 1/2" EDGE 10d x 3 COMMON p 2 1/2" ❑ z ❑ z W 1 1/2" w W N CV COMM'(- N N N � 10d x 3" M 10d x 3" COMMON OPP. SIDE I z z I I a l l U co dco 10d x 3" COMMC OPP. SIDE (2) 2x4's (2) 2x6's TYPICAL BUILT-UP STUD COLUMN DETAIL 1 1/2"=1'-0" 7/16" O.S.B. EA. SIDI 2x BLK'G. TO O.S.B. (2) - 8d EACH END 2 1/2" EDGE (2) 2x COLUMN (2) 2x8's SEE TYPICAL HEADER -RAMING DETAILS FOR \DDITONAL NFORN�ATION HEAD R CAN BE _ZITHER UPSET OR )OWNS ET) �x W/ (?) 16d TOE NAILS _ZACH END i 3) 16d �OMMON JAILS (-EYP.) ?x4 SP� CONT. 3LOCKING ATTACH TO '/16" OyB W/ (2) 8d JAILS '/16" O -B EACH SIDE, (V/ 6d N�ILS @ 16" O.C. -O SIDE & TOP NAILER ?x BUCI,<S, ❑ z W O2x STUDS @ 16" O.C. FOR KNEE WALL OLSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT B ROOF SHEATHING FOR STRAP OCONT. ROOF SHEATHING NAIL PER PLAN PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END OTO TOP CHORDS OF TRUSSES BELOW WHEN BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS BELOW AND CONNECT w/ HTS20 @ 32" O.C. OPRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O2x PLATES OVER ROOF DECK PER VALLEY FRAMING DETAIL ODOUBLE TOP PLATE OSIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR RAFTER JOCOMMON TRUSS PER PLAN OR CONV. FRAMING w/ STRUCTURAL SHEATHING PER PLAN AND ROOF FINISH PER ARCHITECTURAL PLANS OCURVED ROOF TRUSSES PER PLAN OR CURVED K RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING NAILED @ 6" O.C. STAGGERED CONDITION CMU WALL CONDITION FRAME WALL F01 DORMER FRAMING DETAIL 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. fiFl TYPICAL SCAB OVERHANG 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 & ASSOCIATjES, LLC is strictly prohibited. 6 C < 0 0 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 10dx3" 10d x 3" OPP. SIDE INCE PEF� z O LU wN O U (D z_ m Q ❑ O J LL W W O U) z O O 0_ CL w r h O d T_ >h U) W a. 2 O U z M W h o_ Q _ U W O z O W > O 0.- w o! ® h U 0_ h ❑ W O z O Q U O J W M h T_ h Ly U z ❑ O U U Q z ❑ W U) O 0- 2 c� z 0 Q O J ❑ z_ W h z U) _ I-_ O I-_ ❑ W z (5 U) W ❑ W h U ❑ h 0) F_ z W 0 W ry C/) _ h i f f s U� Y w °vim LLI 's P o s o 1 J Z co 0 co"- �ea9 aW. ar1a�``"�. m© �❑ O� 4 Q > z W �n`,m cmz aF�±7 e Q LL makLIJ I— O o - 0Y U W W U ° r� d✓) /� Q 0 L'I a U zGo ci 1®..1 a m Z U) W r LLJU�W ® J O 06 O I -I 0Wz❑co S zl—z>�00 W <0_j W co c ®! I® � U5 0 0 o Q�� z<03:2 O �`. W ❑szwz ;_ O Z I— W _C O UQ:)WQ_ QWJO_ ,r ��O co U) Oil o `- O ((0 f— Z 0 LU Uj C� ® _J LU t� W 0) Uj ULLJCL F" Cy ® < t U (1) W h Q O �=00 � 0- CL N STRUCTURAL ENG: CNS DRAFTING: -STRUCT: DP QC CHECK: CC JOB No. PSQ-0205935 SCALE: AS INDICATED DATE: 08/22/18 D 3 i f f s TRUSS PER PLAN 2x4 #2 SYP P.T. BLOCKING @ 24" O.C. W/(2)12d END NAILS @ EACH END TRUSS PER PLAN 2x4 BLOCKING (2) 1" NAILS, TOENAILED EACH END.AT 24" C TRUSS PER PLAN (2) 16d TOE NAILS BRACE TO LEDGER SIMPSON LTA2 ROOF SHEATHING PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (4) 8d NAILS INTO TOP PLATE a DOUBLE TOP PLATE BLOCKING TO CMU W/ 2x4 LEDGER W/(2) 10d MASONRY WALL OR LINTEL SEE PLAN (10) 10d NAILS AND NAILS @EACH WEB a, MIN. 4 1/8 c EXTERIOR SHEATHING. EMBEDMENT OR z ATTACH PER PLAN SIMPSON META16 FROM TOP OF WALL STD CONDITION @ CMU � TO BOTTOM INSTALL SIMPSON 2x8 #2 SPF STUDS AT SIMPSON DTC, (2) 8d 16" O.C. NAILS INTO BLOCKING, (4) 8d NAILS TO TOP MASONRY WALL OR 2x8 #2 SYP PT. BASE TRUSS PER PLAN PLATE LINTEL SEE PLAN PLATE W/ 1/2" x 8" (2) 10d NAILS @ 3" O.C. ANCHOR BOLT OR WITHIN 48" OF SPLICE TITEN HD @ 32" O.C. & TRUSS PER PLAN 6" FROM EACH END I SYP #2 BLOCKING, 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 APPLIANCE WHERE ACCESS IS REQUIRED. REFER TO SECTION M1305 FOR ADDITIONAL REQUIRED INFORMATION NOT COVERED ON DETAIL ROOF SHEATHING ATTACH PER NAILING SCHEDULE GENERAL NOTE: INSTALLATION AND/OR REQUIREMENTS OF THE AIR HANDLER UNIT OR SYSTEM SHALL BE PROVIDED BY MECHANICAL CONTRACTOR OR BY OTHERS, NOT BY MCD r 3/4"=1'-0" (150 MPH EXP. B) Mike TRUSS PER PLAN SIMPSON LTA2 TRUSS TO CMU W/ (10) 10d NAILS & MIN. 4 1/8" EMBEDMENT OR SIMPSON HGAM 10 W/ (4) 1/4" x 1 1/2" SDS SCREWS & (4) 1/4" TAPCONS OR EQUAL MAINTAINING MIN. 2" EMBEDMENT @ ENDS, OTHERWISE 24" O.C. U.N.O. ON FRAMING PLANS LAY 2x4 SYP #2 BLOCKING OVER THE TOP OF THE BOTTOM LINTEL PER CHORD. ATTACH W/ (2) 10d PLAN NAILS @ EACH TRUSS 24" O.C. MAX. BLOCKING SHALL EXTEND A MIN. OF (1) TRUSS BAY EACH SIDE OF BOND BEAM, TYP. BEARING CONDITION @ CMU WALL NOTE TO CONTRACTOR: CONTACT EOR FOR ADDITIONAL REVIEW PRIOR TO CONSTRUCTION IF TRUSS/PLAN ORIENTATION AT AIR HANDLER UNIT DIFFERS THAN INDICATED IN THIS DETAIL 2x4 #2 SYP RAT RUN TOP AND BOTTOM MIN Z (2) BAYS PAST A/C LOCATION. MIN (3) BAY o LAP W/ (2) 16d NAILSco TO EACH TRUSS. TYP EACH SIDE STANDARD TRUSS BOTTOM CHORD A/C 1N TRUSSES 3/4"=1'-0" 12 SEE PLAN .�T _i 22" MIN. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESS INTO THE ROOF TRUSS SYSTEM, THE TRUSS SUPPLIER SHALL DESIGN TRUSS TOP CHORDS AND/OR BOTTOM CHORDS TO SUPPORT A MIN. (2) 751b POINT LOAD EACH TRUSS AT THE A/C LOCATION. MEANS OF A/C SUPPORT SHALL BE BY OTHERS �-- STANDARD TRUSS TOP CHORD VARIES BY OTHERS TRUSS WEBS NOT SHOWN FOR CLARITY AIR HANDLER UNIT. A.H.U. SIZE AND SPECIFICATIONS BY BUILDER, NOT MCD 2x4 #2 SYP CROSS BRACING (AT 45°) W/ (3) 12d NAILS TO RAT RUNS. TYP EACH SIDE DRAIN PAN & CONDENSATE LINE BY OTHERS PLYWOOD SHEATHING BY BUILDER AS REQ'D FOR LEVEL WORKING SURFACE NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYP. n/ TOP SPLICE @ - DOUBLE 2X4 TOP PLATE ATTACH 2x4 STUDS TO TOP PLATE W/ (3) 12d TOE -NAILS TYPICAL AT ALL LOCATION BOTTOM SPLICE OVER STUD PIPE OR DUCT W/ @ 24" O.C. W/ (2) 12d PENETRATION OF END NAILS @ EACH MORE THAN 50% OF END. TOP PLATE WIDTH �'"-- WALL SHEATHING PER INSTALL SIMPSON PLAN PSPN516Z W/ (12) 16d 2x WALL, SEE PLAN STD CONDITION @ FRAME WALL (SOLID BLOCK W/ 2x6) (4)10d NAILS @ EA. (2) 10d NAILS @ 3" O.C. BLOCKING TO WITHIN 48" OF SPLICE PLATE TRUSS PER PLAN TRUSS PER PLAN NAILS @ 8" O.C. (2)10d NAILS TO OTHERWISE 7 BOTTOM CHORD w z J Q @EACH END OF 5 BLOCKING (2)10d NAILS TO 2x4 SYP #2 FLAT BLOCKING, @ 24" O.C. BOTTOM CHORD W/ (2) 12d END NAILS @EACH END OF @ EACH END. BLOCKING @ 3" O.C. IN HORIZONTAL CONDITIONS III WALL SHEATHING PER .. PLAN NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C. 2x WALL, SEE PLAN ALT. BLOCKING @ FRAME CONDITION FO NON-BEARING WALL CLIP DETAIL 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 APPLIANCE WHERE ACCESS IS REQUIRED. REFER TO SECTION M1305 FOR ADDITIONAL REQUIRED INFORMATION NOT COVERED ON DETAIL ROOF SHEATHING ATTACH PER NAILING SCHEDULE GENERAL NOTE: INSTALLATION AND/OR REQUIREMENTS OF THE AIR HANDLER UNIT OR SYSTEM SHALL BE PROVIDED BY MECHANICAL CONTRACTOR OR BY OTHERS, NOT BY MCD r 3/4"=1'-0" (150 MPH EXP. B) Mike TRUSS PER PLAN SIMPSON LTA2 TRUSS TO CMU W/ (10) 10d NAILS & MIN. 4 1/8" EMBEDMENT OR SIMPSON HGAM 10 W/ (4) 1/4" x 1 1/2" SDS SCREWS & (4) 1/4" TAPCONS OR EQUAL MAINTAINING MIN. 2" EMBEDMENT @ ENDS, OTHERWISE 24" O.C. U.N.O. ON FRAMING PLANS LAY 2x4 SYP #2 BLOCKING OVER THE TOP OF THE BOTTOM LINTEL PER CHORD. ATTACH W/ (2) 10d PLAN NAILS @ EACH TRUSS 24" O.C. MAX. BLOCKING SHALL EXTEND A MIN. OF (1) TRUSS BAY EACH SIDE OF BOND BEAM, TYP. BEARING CONDITION @ CMU WALL NOTE TO CONTRACTOR: CONTACT EOR FOR ADDITIONAL REVIEW PRIOR TO CONSTRUCTION IF TRUSS/PLAN ORIENTATION AT AIR HANDLER UNIT DIFFERS THAN INDICATED IN THIS DETAIL 2x4 #2 SYP RAT RUN TOP AND BOTTOM MIN Z (2) BAYS PAST A/C LOCATION. MIN (3) BAY o LAP W/ (2) 16d NAILSco TO EACH TRUSS. TYP EACH SIDE STANDARD TRUSS BOTTOM CHORD A/C 1N TRUSSES 3/4"=1'-0" 12 SEE PLAN .�T _i 22" MIN. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESS INTO THE ROOF TRUSS SYSTEM, THE TRUSS SUPPLIER SHALL DESIGN TRUSS TOP CHORDS AND/OR BOTTOM CHORDS TO SUPPORT A MIN. (2) 751b POINT LOAD EACH TRUSS AT THE A/C LOCATION. MEANS OF A/C SUPPORT SHALL BE BY OTHERS �-- STANDARD TRUSS TOP CHORD VARIES BY OTHERS TRUSS WEBS NOT SHOWN FOR CLARITY AIR HANDLER UNIT. A.H.U. SIZE AND SPECIFICATIONS BY BUILDER, NOT MCD 2x4 #2 SYP CROSS BRACING (AT 45°) W/ (3) 12d NAILS TO RAT RUNS. TYP EACH SIDE DRAIN PAN & CONDENSATE LINE BY OTHERS PLYWOOD SHEATHING BY BUILDER AS REQ'D FOR LEVEL WORKING SURFACE NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYP. n/ TOP SPLICE @ - DOUBLE 2X4 TOP PLATE ATTACH 2x4 STUDS TO TOP PLATE W/ (3) 12d TOE -NAILS TYPICAL AT ALL LOCATION BOTTOM SPLICE OVER STUD PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.C. — PENETRATION OF WITHIN 48" OF SPLICE MORE THAN 50% OF THEN (2) ROWS 10d NAILS TOP PLATE WIDTH @ 8" O.C. OTHERWISE INSTALL SIMPSON PANEL W/ (2) 10d NAIL PSPN516Z W/ (12) 16d @ 8" O.C. (FOLLOW NAILS TYP. TOP & BOT. NAILING (SOLID BLOCK W/ 2x6) ATTACH 2x4 STUDS TO - (2) 10d NAILS @ 3" O.C. TOP PLATE W/ (3) 12d WITHIN 48" OF SPLICE TOE -NAILS TYPICAL AT THEN (2) ROWS 10d ALL LOCATION NAILS @ 8" O.C. W. (4) 12d NAILS OTHERWISE 2x4 WALL BEYOND w z J Q AGAINST 2x8 STUDS 5 ATTACHED PER VERIFY IF REQUIRED (WF08/SD3) TYPICAL TOP PLATE SPLICE @ BRG. WALL 3/4"=1'-0" DOUBLE 2x4 TOP ATTACH 2x8 STUDS TO TOP PLATE W/ (4) 12d PLATE TOE -NAILS TYPICAL 2x DBL TOP PLATE AT ALL LOCATION 3/4"=1'-0" DOUBLE 2x4 TOP NAIL FIELD INSTALLED PLATE TOP PLATE TO FRAME 2x DBL TOP PLATE WALL OR PRE - PROVIDE 2x4 ON TOP ASSEMBLED WALL OF 2x8 TO PAD OUT PANEL W/ (2) 10d NAIL TOP PLATE. ATTACH @ 8" O.C. (FOLLOW W/ (2) 10d NAILS 3" O.C. NAILING (SOLID BLOCK W/ 2x6) REQUIREMENTS THIS wz DETAIL FOR ALL TOP PLATE SPLICE 'a L Q0 LOCATIONS) A8, y O = O NAIL AT DOUBLE TOP PLATE USING (2) ROWS OF 8d W. (4) 12d NAILS TOP SPLICE — DOUBLE 2x8 TOP PLATE TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) PRE ENGINEERED MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL 0 NAIL SHEATHING AT FRAME WALL BOTTOM PLATE & 2x DBL TOP PLATE INSTALLED ABOVE, FASTEN 1 SHEATHING INSTALLED VERTICALLY AT FLOOR SYSTEM (I -JOIST OR SYSTEM42 / FLAT BEYOND2 TRUSS W/ (2) 12d TOENAILS OR HORIZONTALLY 2x8 SYP #2 P.T. VERTICAL TRUSS) TOP & BOTTOM USING (1) ROW OF 8d NAILS @ 16" O.C. FASTEN EXT. <' SHEATHING W/ 8d NAILS 6" wz 3" O.C. SEE WS10 AND WS11 FOR ADDITIONAL INFO. 'a L Q0 11-- n- 1I— WALL SPLICE, y O = O NAIL AT DOUBLE TOP PLATE USING (2) ROWS OF 8d W. (4) 12d NAILS I I 11 I Itz FIELD w z J Q NAILS @ 3" O.C. 5 VERIFY IF REQUIRED °-LL = 3 WW NAIL OPENING PERIMETER w/ 2 ROWS OF 8d NAILS 1/4" x 2 3/4" TAPCONS TO CMU ° @ 32" O.C. & MIN. 6" FROM o W @ 3" O.C. IN HORIZONTAL CONDITIONS III III I I I I .. z = @ NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C. CENTER OF EACH STUD TO POCKET SGD WALL SHEATHING O = U.N.O. ON PLANS. STAGGER ALL VERT. PANEL JOINTS III III I I I I I I SPLICE, SEE SPLICE @ PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO III III 11 I I I DETAIL. MAX 1/8" 504 HEADER @ POCKET SLIDER � 111 OPENINGI11 I I I SPACE BETWEEN w w HEADER W/ 8d NAILS @ 3" O.C. (2) ROWS @ TOP & III 4 PANELS III �- 0 U Cn W >_BOTTOM O W 'Vo IUND J —1 Q o � �shZ rAR III 1 (( 2x STUDS BEYOND, OJ EXTERIOR SHEATHING NING III (( I I I 1 SEE PLAN FOR MORE PROVIDE PIECE OF _ 1 III I I II I INFO z LL O SHEATHING BETWEEN III III 11 11 11 O = 0 EXTERIOR WALL III 1 11 11 1 111 11 11 11 U) U) Q W [-- SHEATHING & BLOCKING. I 1_IL_�— ILL _JJ—_LL_—IL- -� = O ~ ,-o SHEATHING TO HAVE CJ ______—__ DU) U) co SAME THICKNESS& DP 0� o L.L 00 STRENGTH ORIENTATION QC CHECK: FLOOR "LL AS EXTERIOR WALL 0- U> _SY_ST_EM_ _ _ — --- -- SHEATHING CUT TO FIT 1 2x BOTTOM PLATE STUD PER PLAN JOINT, MAX. 1/8" GAP OPENING SIZE l.L BEYOND SEE PLAN DATE: 08/22/18 co z SHEATHING DIAGRAM 2x6 BLOCKING PLACED (2) ROWS OF 8d NAILS 'NF 1 EXTERIOR SHEATHING SCHEDULE W FLATWISE W/ (2) 16d NAILS EACH END @ 3" O.C. TOP & BOT. 01-1 U) X OF SHEATHING SPLICE U O 0Y SCALE: 3/4"=1'0" GYPSUM WALLBOARD SHEATHING SPLICE DETAIL PRE ENGINEERED TRUSS AND IF PERPENDICULAR TRUSS CONNECTIONS PER INSTALLED ABOVE, FASTEN PLAN TYP. 2x8 #2 SYP TOP PLATE TO a U\ TRUSS W/ (2) 12d TOENAILS ,�l��o®�, 00 2x8 SYP #2 P.T. VERTICAL +'-e p� � q z ,, 16" O.C. FASTEN EXT. <' SHEATHING W/ 8d NAILS 6" ° O.C. AT EDGES AND 12" O.C. 'a L Q0 IN FIELD. FASTEN TOP z 7 PLATE TO VERTICAL STUDS ® i. eb�Q E Op W. (4) 12d NAILS HGAM 10 TOP AND BOTTOM -1 PLATE TO CMU WALL W/ (4) i0 1/4" x 1 1/2" SDS SCREWS & (4) 1/4" x 2 3/4" TAPCONS TO CMU ° @ 32" O.C. & MIN. 6" FROM z ENDS. IF HEADER HEIGHT a a: EXCEEDS 2'-0" ADD AN .. ADDITIONAL HGAM10 FROM W � CENTER OF EACH STUD TO POCKET SGD CMU @ 32" O.C. MAX ATTACHMENT BY (2) 2x8 SYP #2 P.T. BOTTOM BUILDER. REFER TO PLATE W/ (3) 12d NAILS @ MANUFACTURER'S EACH VERTICAL, EACH PLY. WRITTEN STAGGER NAILS AS SPECIFICATIONS REQUIRED 504 HEADER @ POCKET SLIDER 1/2"=1'-0" EXT. WALL/ TRUSS SIMPSON --� LRUZ26Z W/ (9) 10d x 1 1/2" NAILS 2x4 SYP #2 OR PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. MAX. DESIGNED FOR SHINGLE N Y 2x8 SYP #2 LEDGER. ATTACH TO STUDS W/ (2) 1/4" x 4 1/2" SIMPSON SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS W/ (2) 1/4" x 3 1/2" SIMPSON SDS SCREWS @ 16" O.C. MAX.; TO MASONRY W/ 2x6 P.T. SYP #2 LEDGER W/ (2) 1/4" x 3 1/4" TAPCONS @ 12" O.C. SHEATHING PER PLAN 12 MIN. 2x6 SYP #2 OR �PRE-ENGINEERED ]SEE SEEROOF TRUSSES @ 24" IPLAN O.C. MAX. (5) 10d NAILS FOR CONV. FRAMED MEMBERS ONLY O L 4'-0" MAX. SIMPSON LUS24 W/ FASCIA PER (6) 10d x 1 1/2" NAILS COMMUNITY SPECS 2x4 SYP #2 LEDGER. ATTACH TO STUDS OR BEAM W/ (2) 1/4" x 4 1/2" SIMPSON SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS W/ (2) 1/4" x 3 1/2" SIMPSON SDSD SCREWS @ 16" O.0 MAX.; TO MASONRY W/ 2x4 P.T. SYP #2 LEDGER W/ 1/4" x 3 1/4" TAPCONS @ 12" O.C. S®01 TYPICAL SHED ROOF DETAIL 1/2"=1'-0" PLATE PLATE TO EACH PLY OF BUILT UCOLUMN BELOW W/ () 10d NAILS TOP PLATE CORNER TRANSITION D 124 °—° °—°_°—° °—°—° Dr NAIL SPACING MFOUBLE ° ° ° ° ° ° ° ° ° ° PER NOTE #2 I -f" — T -I — D HEATHING PER PLAN co WALL TOPPLATELAN DOUBLE NAIL EDGE SPACING SHEATHING PER PLAN 3/8" S NAIL SPACING S S PER NOTE #1 M M — o —o - NOTE: MIN. 15/32" OR 7/16" STRUCTURAL 1 SHEATHING. SHEATHING TO BE EXPOSURE 1 RATED AND CAN BE INSTALLED EITHER VERTICALLY OR HORIZONTALLY 1/8 MAX GAP REQUIRED BETWEEN EXTERIOR SHEAT H�NG AND MASONRY/CONCRETE UNLESS FELT PAPER IS PRESENT. 1/8" GAP BETWEEN SHEETS OF PLYWOOD TO BE MAINTAINED NOTE: CONTRACTOR TO TAKE CARE NOT TO OVER DR VE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED & REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 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. Q z W 0 co W 0 z O i9 �� rn /if W p`O �.�� 'pro r/p. V"�c�ayfl O�ilpflfl W d� J �1 a U\ ��O®�0 ,�l��o®�, 00 —y 0 +'-e p� � q z ,, � Y� z LL _ O 00 E (j. �_. W dw ��'`� w rr® &� *o 0 © Q 1m; (D �,�®flfl 'a L Q0 z 7 �� ®� ® i. eb�Q E Op O W LL O z 2 W U) � W � O W W T > Q o of z � ti 0- IL W W -!�] �- 0 U Cn W O O W 'Vo J —1 Q o � �shZ W 00 C5 0CLt`J W Z O O 0 U) STRUCTURAL ENG: CNS 0 DRAFTING: Q CJ U_ -STRUCT: DP 0� W 0 QC CHECK: CC - ----- 0- U> ---- — --- -- ---- --- --- - -- AS INDICATED W LL O 0 l.L 0 DATE: 08/22/18 co z 0 W 01-1 U) X U O 0Y O w 0 cl� Z U r '' co Z p$ o Q Q ti] Z 0 z 0)w '~ w OJ D CO E U J CIOW �- O tirn - CY �n V w z 0 `o r S ZQO_->- W J -- (0 u _jo~do>-a ►- o i -Z zQO�w o W �- o=zwZ E OzI-WYo z LL! W UQ=wQ= 0Q O U) ZOOLo M wo r Q �0 z .� 0 w U) a) a < 2 (D z 7 0 O W z 2 W > � W � it w W T 0 z � ti 0- W -!�] �- 0 U Cn W o O W 'Vo o � �shZ W 00 C5 0CLt`J w 0 U) STRUCTURAL ENG: CNS W DRAFTING: U_ -STRUCT: DP 0 QC CHECK: CC U) JOB No. PSQ-0205935 `-t SCALE: AS INDICATED 0 DATE: 08/22/18 W 01-1 U) X S f f f f f f f SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED — ROOF TRUSSES @ 24" O.C. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. TYPICAL TRUSS TO FRAME CONNECTION. SEE STANDARD TYPICAL TRUSS TO CONNECTOR NOTES -� Q FRAME CONNECTION. --- z SEE STANDARD REFER TO PLAN FOR a CONNECTOR NOTES BUILT-UP COLUMN w INFO. BEARING Nyyyyr PRE -ENG. FLOOR SEE PLAN i SYSTEM - IF NO FLOOR N SYSTEM INSTALL z KNEEWALL & PROVIDE SOLID BLOCKING `.o DBL. TOP PLATE UNDER COLUMN W SEE ARCHITECTURAL ABOVE PLAN FOR OVERHANG HDR. PER PLAN BAND JOIST & BLKG Uj a INFO OR LVL GIRDER O MIN 2x4 SPF #2 STUDS NOTE: ALL FLOOR PRE-ENGINEERED TRUSS STRAP -SEE PRE-ENGINEERED FLOOR SHEATHING & SHEATHING PER U\.. WINDOW AS — @ 16" O.C. SEE PLAN MTSC40 POST ABV. TO TRUSSES TO BE P.T. IF ROOF TRUSS -SEE FRAMING PLAN FOR ROOF TRUSS - SEE NAILING PER FLOOR DETAIL WF10/SD4 z SCHEDULED FOR MORE INFO.NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR FRAMING NOTES 2x STUDS , SEE p POST BELOW U.N.O. BARRIER (FELT PAPER - LOCATION & SPACING LOCATION & SPACING FRAMING PLAN FOR PROVIDE SOLID SPACING AND GRADE m EXTERIOR FINISH PER VINT. FINISH PER PLAN BLOCKING WITHIN FLA. OR SIM) IS PROVIDED STRUCTURAL COL PER STRUCTURAL COL PER 2x4 #2 SYP BLOCKING Q PLAN SYSTEM TO MATCH TRUSS STRAP -SEE PLAN FOR SIZE AND o PLAN FOR SIZE AND @ 48 O.C. W/ (2) 12d AND SEE ARCH TO VER FY SIZEP�N 2 COL. DIMENSION FRAMING PLAN FOR ; : REQ'D # OF STUDS REQ'D # OF STUDS TOENAILS EACH END MID -SPAN BLOCKING 2x BOTTOM PLATE W/ CONNECTIONS 2x BOTTOM PLATE W/ O (2) 12d AT 12" O.C. REFER TO PLAN FOR DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE 2x4 #2 SYP ANGLE(//(2) 12d NAILS @ 12" O.C. W U.N.O. BUILT-UP COLUMN AGAINST TRUSS = 3/4" FLOOR SHEATHING INFO. 2x BOTTOM PLATE 2x BOTTOM PLATE VERTICAL @ 48" O.C. (1) ROW 8d NAILS @ 3" F - INSULATION PER PLAN 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING O.C. WALL SHEATHING LL ATTACHED PER W/ (3) 12d NAILS EACH � O BEARING WALL PER ATTACHED PER ATTACHED PER TO BOTTOM PLATE/ W SEE DETAILS WS10, NAILING SCHEDULE PLAN BEYOND END WS11 OR WS13 FOR NAILING SCHEDULE NAILING SCHEDULE TOP CHORD 00 ADDITIONAL FLOOR TRUSSES SEE COLUMNS PRE -ENG FLOOR TRUSS U) PLAN FOR DEPTH AND INFORMATION THIS MID -HEIGHT BLOCKING SHEET DIRECTION SYS. 42 FLOOR OR FIELD FRAME 2x4 PER BEARING WALL KNEE WALL, STUDS @11-1 6� NOTE: ALL FLOOR SIMP. HTT4 SCHEDULE W/(18) 16d x 22 NAILS (RAX)SES @ 24" O.C. 16 O.C. W/ (2) 16d NAILS w EACH END. TRUSS TO TRUSSES TO BE P.T. IF e @ _ COLUMN BASE TO POST (U.N.O. ON � NO MOISTURE 5„ � :` CMU W/ STRAP PER O BARRIER FELT PAPER CONNECTION PER FRAMING PLAN) & g ff STANDARD CONNECTOR OR SIM) IS PROVIDED PLAN ALL THREAD W/7" MIN. -� EMBEDMENT INTO TIE (1) SIMPSON LSTA30 r NOTES Q BEARING BEAM USING SIMP. SET STRAP CENTERED MASONRY WALL PER (1) ROW 8d NAILS @ 3" SEE PLAN REFER TO EPDXY FLOOR TRUSS PER BETWEEN COLUMN FLOOR TRUSS SEE PLAN :•; I" O.C. WALL SHEATHING � FOUNDATION PLAN FRAMING PLAN FOR - i;kEiil I _ :: •: ^' PLAN AND GIRDER/BEAM TO BOTTOM PLATE _ _ FOR FTG. CONNECTION INFO. NOTE: ALL FLOOR w BOND BEAM <. INFORMATION PROVIDE SOLID BELOW W/ (22) 10d TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN � I I—II=I BLOCKING BELOW SEE DETAIL WS11THIS NAILS FLOOR GIRDER OR NO MOISTURE SHEATHING & CMU 2i FLOOR SYSTEM DRAFT —I i sI I—I I I—SHEET FOR MORE INFO ! O STOPPING AT 1000 SQI I=i - COL. EVEN WITHIN BEAM; SEE PLAN BARRIER (FELT PAPER 2x4 PT SILL PLT. IF U FT MAX: DRAFT - I I=III=I = FLOOR TRUSS MASONRY WALL SEE OR SIM) IS PROVIDED KNEEWALL LINTEL AS PER PLAN STOPPING MATERIALS PLAN FOR MORE INFO Q ®a MIN THICKNESS SHALLTYPICAL TWO STORY COL. GIRDER fiso TYPICAL GIRDER COL. CONNECTION fiSO�TYPICAL GIRDER COL. HIGH SEAM S1 TWO STORY PARALLEL FLOOR CONNECTION C WD. HD. HT. BE 1/2 GYP BOARD OR 503 w kjW SEE PLAN 15/32 OR 7/16 OSB. 3/4"=11-01.3/4"=11-0"3/4"=11-0"3/4"=11_0 a ATTACH TO FLOOR TRUSS W/ 8d NAILS AT 16" O.C. TOP AND PRECAST SILL OR SILL BOTTOM CHORDS PER WINDOW MANUFACTURER WRITTEN 2x 2ND FLOOR STUDS U SEE PLAN FOR MORE A (2) SIMPSON LSTA18 0 STRAPS CENTERED @ z A A FLOOR W/ (14) 10d 0 SEE FLOOR FRAMING NAILS > O SPECIFICATIONS w W M PLAN FOR FLOOR j%jiMill, 00 LU X10 o U0 Z v� < U� J �© W: !11®W o ¢ ~z SYSTEM INFO. U_ ®�a 4K14' 1 '11,111111110 EXT FINISH PER PLAN O SOLID SHEATHING @ SOLID SHEATHING @ ATTACH 2x STUDS W/ (3) 2x STUDS U U) HEADER HEADER (2) SIMPSON LSTA18 A, (2) 16d NAILS @ 6" O.C. ~ VERT REINF. BEYOND F� SIMPSON SP4 W/ (6) F�< SIMPSON SP4 W/ (6) STRAPS CENTERED @ Vj U ° SIMPSON LSTA24 — SyFFT 10d x1-1/2 @ 24 O.C. (USE SP6 @ 2x6 STUDS <Sti SIMPSON LSTA24 FFT 10d x1-1/2 @ 24 O.C. (USE SP6 @ 2x6 STUDS FLOOR W/ (14) 10d NAILS � a d °1 V CALIFORNIA CORNER A -A MASONRY WALL PER �J z° 0 ` STRAP W/ (22) 10d & SP8 @ 2x8 STUDS) STRAP W/ (22) 10d & SP8 @ 2x8 STUDS) (Dryti UJUrr`.w ®U - ~E (2) SIMPSON LSTA18 Q J 0) :D(D r 06 O ,<� NAILSBEND STRAP U)N NAILS. . BEND STRAP (2) SIMPSON META16 DW-0�'t STRAPS CENTERED @ W PLAN i- �.� • CONC. SLAB - OVER TOP PLATE MAX. . W (2) 2x SPF TOP PLATE OVER TOP PLATE MAX. Q W< W J W 2 2x SPF TOP PLATE FLOOR TRUSS TO _ _ I-�O,n z M FLOOR W/ (14) 10d LL O" a O SEE FOUNDATION 3", THEN RUN DOWN U.N.O. ON PLAN 3", THEN RUN DOWN z U N.O. ON PLAN MASONRY WALL o- a® NAILS z LI < PLAN FOR MORE INFO FACE OF JAMB STUDS/ 'HEADER FACE OF JAMB STUDS/ 1 0 - SEE 2ND = Ei (3) 2x STUD PACK LU LLJ FIN. FLR. HEADER t HEADER - SEE 2ND HEADER F- 0 EXT. SHEATHING W ATTACH PER NAILING O a r C) M lid CY FLOOR PLAN FOR MIN. STRUCTURAL ENG: CNS DRAFTING: FLOOR PLAN FOR MIN. FLUSH W/ FACE OF QC CHECK: CC JOB SCHEDULE PSQ-0205935 SCALE: U 0 ao DATE: ° .° ° • . EXTERIOR SHEATHING SD5 HEADER SIZE & REQ'D HEADER SIZE & REQ'D JAMB STUDS MASONRY ATTACHED -' GRADE FROM TOP OF WALL JAMB STUDS PER NAILING ATTACH 2x STUDS W/ _ TO BOT. (RIBBON/ EXTERIOR SHEATHING SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. (4) 2x STUDS f- SEE FOUNDATION BEAM) ATTACHED PER FROM TOP OF WALL 1/8" GAP BETWEEN STANDARD CORNER A -A t=- DETAILS FOR FTG INFO NAILING SCHEDULE. IF HEADER IS UPSET TO BOTTOM OF FLOOR SHEATHING AND � AND WINDOW IS SYSTEM (RIBBON / MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE w (2) 2x SILL AT WINDOW LOWER: (1) 2x SILL BEAM) ATTACHED PER IF HEADER IS UPSET SIMPSON MSTC40 W/ (36) 16d SINKERS. {F FLOOR z W/ 2x CRIPPLE STUDS PLATE W/ (2) 10d NAILING SCHEDULE. AND WINDOW IS MASONRY WALL PER SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d Q AT EA. END NAILED TO TOENAILS. EXT. LOWER: (1) 2x SILL PLAN SINKERS AND (14) Y"X2 Y4" TITENS TO MASONRY � STUD PACK W/ 10d HEADER OPENINGS PLATE W/ (2) 10d SO TYPICAL TWO STORY SECTION - SYSTEM 42 NAILS @ 8" O.C. THEN LESS THAN 4FT:(1) 2x TOENAILS. EXT. v STUDS @ 16" O.C. SILL PLATE W/ (2) 10d HEADER OPENINGS S09 2nd FLOOR CORNER FRAMING ATTACHMENT z 3/4"=1'-0" ATTACH SILL W/ (2) 10d TOENAILS. OPENING LESS THAN 4FT:(1) 2x3/4"=11-0" TOENAILS AT EA. END LARGER THAN 4FT: (2) SILL PLATE W/ (2) 10dw OF SILL (MAX OPEN'G WIDTH 4'-0"). USE A35 2x SILL PLATE W/A35 (2) 2x SILL AT WINDOW TOENAILS. OPENING LARGER THAN 4FT: (2) FLOOR SHEATHING & SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER PLAN a CLIP AT EA. END FOR CLIPS EACH SIDE W/ 2x CRIPPLES 16" O.C. @ W/ 2x CRIPPLE STUDS 2x SILL PLATE W/ A35 NAILING PER FLOOR DETAIL WF10/SD4 ATTACHED PER ATTACH PER NAILING SHEATHING PER PLAN OPENINGS GREATER W/ (2) 10d TOENAILS AT EA. END NAILED TO STUD PACK W/ 10d CLIPS EACH SIDE W/ 2x FRAMING NOTES 2x STUDS , SEE NAILING SCHEDULE SCHEDULE O z ATTACH PER NAILING THAN 4' BUT LESS T&B (PLYWOOD � NAILS @ 8 O.C. THEN CRIPPLES @ 16" O.C. FRAMING PLAN FOR UNDER WINDOWS AND 2x STUDS,SEE SEE p Q SCHEDULE, CONTINUOUS FROM THAN 6' - SHEATHING REQ'D STUDS @ 16" O.C. W/ (2) 10d TOENAILS SPACING AND GRADE GIRDERS: BLOCK FRAMING PLAN FOR 0 TOP OF TOP PLATE TO SIMP. HTT4 ,i-1 T&B) ATTACH SILL W/ (2) 10d T&B (PLYWOOD AND SEE ARCH PLAN SOLID BETWEEN SPACING AND GRADE GIRDER TRUSS PER BOTTOM PLATE. W/ (18) 10d x 2" NAILS SEPARATE SHEATHING TOENAILS AT EA. END SHEATHING REQ'D SYS. 42 FLOOR TO VERIFY SIZE RIBBONS W/ SIMPSON AND SEE ARCH PLAN z PLAN TO POST (U.N.O. ON UNDER WINDOW OF SILL (MAX OPEN'G T&B) TRUSSES @ 24" O.C. BOTTOM PLATE W/ A35 EA. END 2x BLOCKING FOR TO VERIFY SIZE BOTTOM PLATE W. w BEARING WALL PER FRAMING PLAN) & $" N) WIDTH 4'-0"). USE A35 (MAX) (2 (2) 12d NAILS @ 12" O.C. SHEATHING/ DRYWALL (2 (2) 12d NAILS @ 12" O.C. PLAN ALL THREAD 7" MIN. CLIP AT EA. END FOR (1) ROW 8d NAILS @ 3" ATTACHMENT W/ (2) (1) ROW 8d NAILS 3" @ d DOUBLE BOTTOM EMBEDMENT INTO TIE OPENINGS GREATER O.C. WALL SHEATHING 12d TOENAILS O.C. WALL SHEATHING z PLATE BEAM USING SIMP. SET THAN 4' BUT LESS TO BOTTOM PLATE/ EA. END I TO BOTTOM PLATE � (2) H5 EA. FLOOR EPDXY \ THAN 6' TOP RIBBON 2x SYP #2 RIBBON (MIN TRUSS TO DOUBLE \ -� � 2x SYP #2 RIBBON MIN ( 2x4) TO TRUSS W/ (4) BOTTOM PLATE, SLIT 2x TOP &BOT. 2x4) TO TRUSS W/ (4)16d NAILS; BOTTOM 0 FLOOR DECKING TO RIBBONS, CONT. 16d NAILS; BOTTOM RIBBON TO BE PT IF o SEE TRUSS LAYOUT FOR HANGER ACCOMMODATE NOTE: ALL FLOOR (1) SIMPSON LSTA30 RIBBON TO BE PT IF BRG DIRECTLY ON z STRAP TRUSSES TO BE P.T. IF STRAP CENTERED BRG DIRECTLY ON CMU CMU CD NO MOISTURE BARRIER BETWEEN COLUMN SEE FRAMING PLAN (2) ROWS 8d NAILS @ I (2) ROWS 8d NAILS @ w 2x RIBBON OR (FELT PAPER OR SIM) IS AND GIRDER/BEAM FOR FLOOR I 3" O.C. WALL SEE PLI,N FOR 3" O.C. TYP. WALL BLOCKING W/ (4) 16d PROVIDED SEE FRAMING PLAN BELOW W/ (22) 10d CONNECTION MASONRY WALL PER • • SHEATHING TO SIMPSON META16 AT CANTILEVER SHEATHING TO EA. w OR (3) 16d TOENAILS IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR NAILS PLAN _L . BOTTOM RIBBON MASONRY OR MTS12 - RIBBON z ' FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION NOTE: ALL FLOOR 1/8" GAP BETWEEN AT WOOD FRAME NOTE: ALL FLOOR U CMU WALL BELOW PER DETAIL INCDICATED ON SHEATHING &CMU WALL TRUSSES TO BE P.T. IF Z)FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING FLOOR GRIDER OR TRUSSES TO BE P.T. IF REQ'D ON EITHER SIDE OF WALL. IF WF02/SD6 BELOW JAMBS BEAM NO MOISTURE TRUSS TO CMU W/ MASONRY OR FRAME NO MOISTURE U) TRUSS PER PLAN IS INDICATED, BASE STRAPS ARE REQ'D ON MASONRY WALL SEE BARRIER (FELT PAPER STRAP PER STANDARD WALL PER PLAN BARRIER (FELT PAPER g BOTH SIDES OF THE WALL PLAN FOR MORE INFO OR SIM) IS PROVIDED CONNECTION NOTES OR SIM) IS PROVIDED z w 516 FLOOR TRUSS TO GIRDER CONNECTION Aso HEADER CONNECTION @ 2nd FLOOR SO HEADER CONNECTION @ 2nd FLOOR HIGH SM S1 TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 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. An use, duplication, or transfer of these p P Y Y p documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strict) prohibited. P Y 9 f I I I I f I I f w W M j%jiMill, 00 LU X10 o U0 Z v� < U� J �© W: !11®W o ¢ ~z U_ ®�a 4K14' 1 '11,111111110 O U U) Vj U ° o � a d °1 V �J z° 0 (Dryti UJUrr`.w ®U - ~E J 0) :D(D r 06 O O U01 U)N Zd0_CD DW-0�'t 0� 2i w Zozzwz Q m o i- ozF-wY0 E W Q W< W J W I-�O,n z M (n O" a O CD Q � z a® LI < > > 1 0 = Ei LU LLJ 0,. F- 0 W O 00 r C) M lid CY STRUCTURAL ENG: CNS DRAFTING: -STRUCT: DP QC CHECK: CC JOB No. PSQ-0205935 SCALE: AS INDICATED DATE: 08/22/18 SD5 9 f I I I I f I I f 3ER BY OTHERS EXTERIOR 0HEATF-1 FROM TOP OF WALL TO BOTTOM OF SILT PLATE ATTACH PER NAILING SCHEDULE I I ROOF SHEATHING ISIMPSON H2.5A EA. I ATTACH PER NAILIf (TRUSS I SCHEDULE 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN SEE 2ND FLOOR — j_—___--____'_______________ --- j WALL SECTION FOR ADDITIONAL INFORMATION 2x4 CONT. W/ (2) 12d NAILS TO A I SIMPSON H2.5 f 2X4 #2 SYP NAILER TO STUDS W/ 3-16d @ EA. STUD. ATTACH TRUSS TO NAILER W/ (3) 10d TOE NAILS. ROOF AND EXTERIOR E CH STUD SHEATHING 1 I I PRE-ENGINEERED I TRUSS TO LEDGER === =-=ATTACHED PER _j LL I I TRUSS PER PLAN I I =====NAILING SCHEDULE z (2) 2x SYP #2 MIN. 2x6 #2 SYP CONT. 2x8 #2 SYP SILL PLATE _ BUILT-UP STUD F I I I I W/%2' EPDXY ANCHOR IM IN. 2x6 #2 SYP I r 2X8 #2 SYP CONT. p LEDGER W/ (2) /4 x3-1/2 LEDGER W/ (4) 16d U) COLUMNS I I I OR J -BOLT @ 32 O.C. ICONT. LEDGER w/ (2) — w _ — — — — — I j NAILS. ATTACH NAILS TRUSS PER PLAN SDS WOOD SCREWS @ _:: I I I INTO END OF EA. ' J 16" O.C. MAX. & 3" I- — — — _ W/ MIN. 7" EMBEDMENT I%4"x3" SDS WOOD I ^ FROM EA. END - USE ( & 6" FROM EACH END ISCREWS @ 16" O.C. FLOOR TRUSS, 24" (3) SCREWS FOR 24" I SIMPSON LUS26. USE IMAX - EQUALLY ( O.C. MAX. (INSTALL (4) LEDGER PER PLAN I I LUS26-2 FOR 2PLY (SPACED & 3" FROM — — NAILS AT EA. SIDE OF z RECESS LEDGER INTO O.C. ITRUSS. VERIFY W/ I TRUSS IEND OF LEDGER - LEDGER RECESSED IT SHOP USE (3) SREWS IF 24" INTO TRUSS. VERIFY4LL ( G.T.) (DRAWINGS I IO.C. IS REQUIRED w/ SHOP DRAWINGS I SIMPSON LUS26 OR o w 2x8 SYP #2 LEDGER W/ I I IF 2 -PLY TRUSS (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT MIN. (4) 16d NAILS TO SIMPSON LUS26-2 MASONRY WALL PER L__________________________ -J ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN EACH STUD (AT EACH PLAN TRUSS TO LEDGER w/ (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SDS SCREWS OPT. TRUSS RECESS LEDGER S6IDE OF d NAILS) T. USE (4) 8" CMU WALL, TYP. 0 OPT. TRUSS RECESS LEDGER SEE FLOOR z FRAMING PLAN FOR o LD01� LE®GER GIRDER D03 LE®GER OPEN TO BELOW MORE INFO. VERIFY LD04 SECTION LOW ROOF PLAN FOR LOCATION Q AND DIRECTION p 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" O 0 LL 2x8's MIN. SPF #2 @ 16" _ 2x4 LEDGER W/ (2) EXTERIOR WALL SHEATHING & 2x4 BLOCKING W/ (2) z O.C. MAX W/ MID POINT EXTFINISH PER 10d NAILS @ 16" O.C. NAILING PER PLAN. SHEATHING CONT. 16d NAILS @ EACH . �-- BLOCKING (U.N.O.) TO 2nd STORY WALL BOTTOM PLATEu- ARCHS END. BLOCK O ATTACH PER NAILING SCHEDUL 2x EXT. FRAME WALL ADJACENT BAYS @ v� MSTAM24 EA. SIDE OF PER PLAN EACH DIAGONAL p EA. STUD TO WALL BELOW W/ 9 10d SIMPSON H10A BRACE AS SHOWN. t_-- () SHEATHING PER PLAN @ ( FASTEN ROOF > NAILS AND (5) 1/4"x2 EACH DIAGONAL SHEATHING TO 2x 3/4" TAPCONS PER ATTACH PER NAILING BRACE BLOCKING W/ 8d NAILS o_ STRAP; CENTER , ° SCHEDULE 1/2" THREADED ROD @ 6" O.C. STRAP BETWEEN ° 2x8 #2 SYP P.T. SILL CONTINUOUS TO (— MASONRY WALL AND ° ° PLATE W/ 1/2" EPDXY FOUNDATION. REFER (5) 16d NAILS 0 0 FRAME WALL ° ANCHOR BOLT OR TO BEARING WALL DIAGONAL BRACE TO Q CONTRACTOR MAY USE J -BOLT W/ MIN. 7" NOTES FOR BASE BLOCKING SIMPSON HTT4 AT 2 3/4tt EMBED. @ 32" O.C. & 3" CONNECTION PROVIDE 2x4 SYP #2 CONT. BRACE W/ (2) w WINDOW JAMB STUDS .END 2x BOTTOM PLATE, 16d NAILS EACH INSTEAD OF INDICATED - CONNECT TO DOUBLE EXTERIOR FLAT STRAP. DIAGONAL BRACE. INTERIOR FLAT STRAP TOP PLATE W/ 16d IS STILL REQUIRED AT BETWEEN SHEATHING NAILS @ 6" O.C. *FIN. ND STORY o JAMB STUD CONDITION AND CMU FLOOR TRUSSES PER PLAN z ° Q SEE ARCHS FOR (2) 2x TOP PLATE FURRING AND 2x4 SYP #2 DIAGONAL w INTERIOR FINISH ° CONT. #5 IN TIE BEAM 2x BEARING WALL PER BRACE @ 48" O.C. MAX. a~ MASONRY WALL PER PLAN, FRAME 2x SYP #2 LEDGER TO 45° FROM y PLAN EXT. FINISH PER CONTINUOUS TO UPPER FLOOR WALL W/ HORIZONTAL BRACE (2) 2x SPF TOP U ARCHS BOTTOM PLATE OF 1/4" X 3-1/2" SIMPSON NOT REQUIRED PLATES U.N.O. p 2ND STORY WALL SDS SCREW @ 16" O.C. 6' FROM EAVES. z O FO WALL SPLICE DETAILS fiFl�'BRACING @ 2 STORY FRAME WALL (2) 2x HEADER SEE FLOOR PLAN —SP4 TOP & > > 1 1/2"=1'-0" "_ ' FOR MORE INFO O 1 1 -0 BOTTOM OF EA. a STUD U.N.O. ui EXT. SHEATHING PRE ENGINEERED 2x BASE PLATE W/ (2) 2x BRG WALL W/ SIMPSON SP2 @\\_LSTA30 HEADER D TRUSSES 24" O.C. 2x8 MIN. SPF #2 @ 16" ATTACH PER NAILING 12d NAILS @ 12" O.C. TOP &SP1 @BASE. LSTA18 OR SIMPSON CS18 U @ O.C. - SEE FRAMING SCHEDULE TO BUILT UP STUD 2x STUDS SEE PLAN 12 MAX. PER PLAN USE SIMPSON MTS12 MTS12 MAY BE USED @ BASE.(WHEN STUDS ABOVE ry TO ry SEE ARCHS FOR ROOF PLAN FOR MORE INFO. OR LSTA18 TO WALL IS CONT. BRG ON TRUSS a o STUDS ABOVE ARE HEADER BELOW PER PLAN BLOCKING BELOW. STRAP STUDS W/ LSTA18 @ 16" O.C. TO ALIGN W/ STUDS WATERPROOFING AND 2x4 BLOCKING NOT REQ'D IF STUD IS TO TRUSS BELOW) 1/2" THREADED ROD WITHIN 6" OF BELOW 1/2" THREADED ROD Q FINISH BETWEEN STUDS W/ CONNECTED W/ MTS12 3/4" FLOOR SHEATHING ATTACHED BUILT UP COLUMN ABOVE W/ NUT " U) E H TOE NAILS OR LSTA18 PER NAILING SCHEDULE & 2" WASHER TOP & BOTTOM. NUT &02" WASHER / O TRUSS ANCHOR (SEE EACH END 2x BLOCKING W/ (2) 12d TOP & BOTTOM z SEE LD02/SD2 FOR O e PLAN) MORE INFO. TOENAILS EACH END ( FLOOR TRUSS PER I= (2) 2x4 #2 SYP PLAN B U ROOF SHEATHING 2x SPF BASE o O BLOCKING W/ SIMPSON ATTACHED PER HUC24-2 EACH END, PLATE NAILING SCHEDULE 2x8 #2 SYP P.T. SILL �I w 46 PLATE W/ 1/2" J -BOLT USE (4) 10d & (2) 10d NAILS. UNDER = (2) 2x TOP PLATE W/ MIN, 7" EMBED. @ 6" SEE PLAN F WINDOW JAMBS USE O.H. FROM EACH END & @ (2) 2x6 W/ HUC26-2. PROVIDE SOLID BLOCKING PRE-ENGINEERED w PER ELEV. 32" O.C. MAX W/ WITHIN FLOOR SYSTEM FLOOR SYSTEM U (2) 2x HEADER SEE WASHER. ALTERNATE,, LOW ROOF TRUSS SEE UNDER BUILT UP COLUMNS 2x #2 SPF STUDS @ 16KNEEWALL OR Q PLAN FOR MORE INFO CONNECTION: USE 1/2IF SHEATHING IS NOT TRUSS PLAN FOR o O.C. w/ EXT. SHEATHINGBEAM ALL THREAD ROD W/ 7" CONTINUOUS TO BASE CONNECTIONS( & CONNECTIONS FROM TOP OF WALL TO MIN. EMBED USING PLATE, SP8 TOP AND TRUSS IS CONT. ( BRG OU BOTTOM OF TRUSS/ SIMPSON SET -XP BOTTOM ARE REQ'D ON MASONRY USE Q GIRDER SEE PLAN FOR MASONRY (SHOWN) EPDXY @ 6" FROM META16 @ 24" O.C. OR WINDOW ATTACHMENT (2) 2x SPF TOP PLAN w OR WOOD WALL PER INFO. IF WALL z EACH END & @ 32" O.C. °: C.M.U. WALL PER PLAN ON WOOD USE HGA a o q o WINDOW SEE PLAN FOR LOCATION SHEATHING ISN'T CONT. O MAX W/ WASHER CLIPS @ 24" O.C.) LSTA18 STRAPS ARE PLATES U.N.O. w 2x BLOCKING w/ (2) 12d REQ'D FROM STUDS TO AF1 SECTION @ OPEN TO ABOVE 4S_15 SECTION @ COMBO TRUSS TOENAILS EACH SIDE GIRDER BELOW SEE (E F HEADER c� • FLOOR PLAN z IF WALL SHEATHING IS SEE LD02/SD2 FOR FOR MORE INFOSTOPPEQ DBE O MORE INFO IF 2x STUDS SEE PLAN -� ROOF LINE TRUSSES ARE EXT. SHEATHING FROM STUDS ABOVE ARE 2x BASE PLATE W/ 12d PARALLEL TO WALL 2x BRG WALL W/ ALIGN 2ND FLOOR TOP OF WALL TO DBL TO ALIGN W/ STUDS o ROOF SHEATHING SIMPSON SP2 @ TOP & 2x BLOCKING W/ (2) 12d STUDS w/ 1ST FLOOR BOTTOM PLATE. IF BELOW w @ 24" O.C. TO FLOOR ATTACHED PER SP1 @ BASE. LSTA18 TOENAILS EACH END STUDS SHEATHING IS NOT SYSTEM BELOW NAILING SCHEDULE OR MTS12 MAY BE CONT. ADD BLOCKING I I I I STA30 ~ USED @ BASE 2x BASE PLATE W/ (2) (2) 2x SPF#2 BASE @ SHEATHING SPLICE o PLYWOOD FLOORING ( ( HEADER TO 12d NAILS @ 12" O.C. PLATE. ATTACH 1ST PLY W/ (3) 10d TOENAILS 2x P.T. BASE PLATE SEE Q SEE FLOOR FRAMING I EXTERIOR SHEATHING W/ (2) 16d NAILS @ EACH EA. END. SIMPS. SP4 STUD BUILT UP = BEARING SCHEDULE FOR PLAN FOR MORE INFO ATTACH PER NAILING 3/4 FLOOR SHEATHING TRUSS, THEN ATTACH @ TOP REQ D A.B. INFO SCHEDULE ATTACHED PER NAILING SCHEDULE 2ND PLY W/ (2) 10d NAILS ROOF SHEATHING � @ 12" O.C. ATTACH PER NAILING SEE FOUND. PLAN FOR FTG. REQ. O LAN � (2) 2x4 #2 SYP RUSS DIRECT I BLOCKING W/ SIMPSON SIMPSON CS18 PER SCHEDULE A p I— — — — — — — HUC24-2 EACH END, WF16/SD6 2x4 SYP#2 BLOCKING 1/2" J -BOLTS @ 6" FROM EA. END OF SEE CHART FOR REQUIRED JACKS / z WALL & WALL OPENINGS @ 32o.c. KINGS # OF STUDS TO MATCH & MORE INFO — — — " B STRAPS TOP & O 1 — — USE (4) 10d & (2) 10d W/ (2) 10d TOE NAILS O BOTTOM OF EA. STUD NAILS. UNDER SEE PLAN MAX. W/ 7" MIN. EMBEDMENT & BETWEEN FLOORS W WINDOW JAMBS USE (2) 2x TOP PLATE LOW ROOF TRUSS W/ PER BEARING WALL o 16 TALL RAISED HEEL WASHER SEE BEARING WALL (2) 2x6 W/HUC26-2. SCHEDULE FOR MORE INFORMATION. SCHEDULE v� FLOOR GIRDER SEE SEE PLAN FOR BOTTOM CHORD ALTERNATE CONNECTION: 1/2" ALL AT OPENINGS LARGER THAN PLAN FOR LOW ROOF TRUSS SEE FLOOR TRUSS PER BEARING WALL EXTENSION THREAD ROD 6" FROM EA. END OF 4'-2" ATTACH TOP PLATE TO CONNECTION TRUSS PLAN FOR PLAN REQUIREMENTS. ATTACH EACH TRUSS WALL, WALL OPENINGS & AT 32" O.C. HEADER WITH LSTA12 BENT SEE TRUSS LAYOUT CONNECTIONS STUDS TO ALIGN W/ TO BEARING WALL MAX (7" MIN.EMBED USING SIMPSON OVER W/ (5) 10d NAILS INTO TOP FOR TRUSS LOCATION MASONRY (SHOWN) STUDS ABOVE USING SIMPSON H10A SET -XP EPDXY) W/ WASHER PLATE AND (5) 10d NAILS INTO & CONNECTION INFO OR WOOD WALL PER U.N.O. ON FRAMING HEADER PLAN PLANS F1 TYPICAL CONNECTION @ GIRDER OR BEAM 514 SECTION @ RAISED HEEL TRUSS AF2 SECTION @ 2 -STORY BRG. F1 2 STORY INTERIOR BEARING WALL w ZD F U U) J Q z W p U) 3/4"=11-011 1/2"-1' 0" "- ' " w U) (— 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 t t t t t S I I t LLl � �. 0- `t t 00 ����� W JZ em fl 06Z r4l _6 a 0 � o _j Uj h O CL' U W W �+ U) U 0 w o /Pad �0 �b M frY q y J�l�� N M13 JJ O w O o t� U LLJ z° Q to z ti 000-0 Ww LU WUf'- LU V W z ' CN r U) z�z>�CO QpJwco J :DCo 5 00 � c F-- ZQO?��w o ozzwzE I— Ozi-w�e0 WUQQWQC F- O M Ow o `- O z ® 0 W W _j W 11 :c W LJJ I. I U to W �] O fl=00 IY W a. N STRUCTURALENG: CNS DRAFTING: -STRUCT: DP QC CHECK: CC JOB No. PSQ-0205935 SCALE: AS INDICATED DATE: 08/22/18 SD6 t t t t t t S I I t 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 ifta-sawn SOLID SHEATHING @ EXTERIOR SHEATHING HEADER FROM TOP OF WALL SIMPSON SP4 W/ (6) TO BOTTOM OF FLOOR F� StiFFT 10d x1-1/2" @ 24" O.C. SYSTEM (RIBBON / (USE SP6 @ 2x6 STUDS BEAM) ATTACHED PER & SP8 @ 2x8 STUDS) NAILING SCHEDULE. IF 41 SHEATHING CAN NOT (2) 2x SPF TOP PLATE BE INSTALLED AS U.N.O. ON PLAN INDICATED, TOENAILS. EXT. CONTRACTOR TO HEADER - SEE 2ND FOLLOW WS06/SD4 f FLOOR PLAN FOR MIN. FOR REQUIRED HEADER SIZE & REQ'D STRAPS JAMB STUDS ifta-sawn 2x TOP & BOT. rn LLI m �— IF HEADER IS UPSET (2) 2x SILL AT WINDOW u J Z TRUSSES TO BE P.T. IF AND WINDOW IS W/ 2x CRIPPLE STUDS BARRIER (FELT PAPER LOWER: (1) 2x SILL AT EA. END NAILED TO 41 PLATE W/ (2) 10d STUD PACK W/ 10d FOR FLOOR FRAMING PLAN, 2nd FLR STUDS TO BEAR ON TOENAILS. EXT. NAILS @ 8" O.C. THEN ON FLOOR FRAMING. INDICATED BASE STRAP HEADER OPENINGS STUDS @ 16" O.C. BELOW JAMBS IS INDICATED, BASE STRAPS ARE REQ'D ON LESS THAN 4FT:(1) 2x ATTACH SILL W/ (2) 10d PLAN FOR MORE INFO S4 HEADER CONNECTION @ 2ND FLOOR SILL PLATE W/ (2) 10d TOENAILS AT EA. END U) TOENAILS. OPENING OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) WIDTH 4'-0"). USE A35 2x SILL PLATE W/A35 CLIP AT EA. END FOR CLIPS EACH SIDE W/ 2x OPENINGS GREATER W CRIPPLES @ 16" O.C. THAN 4' BUT LESS W/ (2) 10d TOENAILS THAN 6' T&B (PLYWOOD SHEATHING REQ'D T&B) ifta-sawn 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 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) SEE FRAMING PLAN FOR FLOOR CONNECTION FLOOR GRIDER OR BEAM 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. Q z w ❑ W o' 0 N z O I- III _ h i 0 U'I CD 0 11 :i m ! Q O LL W _ F_ LL O U) z O O 0% 0_ W W _ I-_ O J J Q _ h co W J a O U ❑ z Q ri ry W I-_ 0- Q z U LL O U) z O U) O 0_ I. W 0' h U Z) h ❑ a U) LL 0 z O F Q U 0 W 2 h h W U z Q ❑ 0 U U Q z W W O a_ 2 U z Q O J ❑ Z_ W 2 h z 07 _ h 0 h ❑ III z (D U) W 07 2x TOP & BOT. rn LLI m RIBBONS, CONT. NOTE: ALL FLOOR u J Z TRUSSES TO BE P.T. IF x NO MOISTURE BARRIER (FELT PAPER G 01 y OR SIM) IS PROVIDED 41 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 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 S4 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 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) SEE FRAMING PLAN FOR FLOOR CONNECTION FLOOR GRIDER OR BEAM 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. Q z w ❑ W o' 0 N z O I- III _ h i 0 U'I CD 0 11 :i m ! Q O LL W _ F_ LL O U) z O O 0% 0_ W W _ I-_ O J J Q _ h co W J a O U ❑ z Q ri ry W I-_ 0- Q z U LL O U) z O U) O 0_ I. W 0' h U Z) h ❑ a U) LL 0 z O F Q U 0 W 2 h h W U z Q ❑ 0 U U Q z W W O a_ 2 U z Q O J ❑ Z_ W 2 h z 07 _ h 0 h ❑ III z (D U) W 07 rn LLI m 00 LIJ u J Z x w s¢ u 3 r �° � m GR Q Uj Z 0_ G 01 y 41 F- O U) LU W V U° 'V° N O O w O Z ° 20 W $� Z0 a �o z LDh U) WLL LLJ .- U �` W t ® U E J��cfl� O O U U) Z N o W ❑ C0 jJ ZQ0_jU-2 u1, W i,) J i--UPm iz-: c JO❑0 0 F� zQ0�:�iW o ❑zzwz E F_ oZhWYO UQQ�Qaz W �^ H75wO( zM (, / Oo O z ® 0 W W W W ® _j W 11 ' W W L) CL M F_ C1 o U 2 LU F— p O z cy-, Q C' ®„ N STRUCTURAL ENG: CNS --- -- - - DRAFTING: ----------- -STRUCT: DP QC CHECK: CC JOB No. PSQ-0205935 SCALE: AS INDICATED DATE: 08/22/18 MIN. (3) 2x SYP #2 STUDS REQ'D @ I 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 SEE PLAN FOR DEPTH OF LANDING - -E TO MATCH JOISTUj XFP PER SCHEDULE REQ'D ®C9�'.,'Q't DEPTH W/ (3) 10dUj U �� O \ oLLI 6 ® @ END OF LANDING ' rbc til TOENAILS EACH END B BI FOR STRINGERS TO 7,, CONNECT TO. BEAM F- TO BEAR DIRECTLY ON BUILT UP COLUMNS BELOW OR ALTERNATE HANGER @ RIGHT OF THISSEE lo TABLE FOR MAX. DETAIL WIDTH OF LANDING 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 FROM (2)2x12 SYP#2 HEADER TO BUILT UP STUD COLUMN 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 STANDARD (3) 2X12 SYP #2 STRINGERS W/ SIMPSON A34 /A35 CLIP TO FLOOR SYSTEM & LANDING i 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 TO MATCH JOIST DEPTH W/ (3) 10d TOENAILS EACH END SEE PLAN FOR MASONRY WALL OR WOOD WALL FRAMING (2) 2x12 SYP#2 BEAM PER MIN. 2x8 SYP#2 JOIST (P.T. IF ATTACHING TO MASONRY SCHEDULE REQ'D @ END OF MIN. 2x8 SYP#2 JOISTS WALL) CONT. LEDGER w/ (3) 16d LANDING FOR STRINGERS TO @ LANDING @ 16"O.C. NAILS @ 16" O.C. MAX. TO EACH CONNECT TO. BEAM TO BEAR W/ SIMPSON A35 OR STUD. ((2) 1/4"x3-1/4" 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 a@ 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" A35 @ EA. STRINGER TO LANDING SEE ARCHS. FOR MAX. RISE OF STEPS AND MIN. TREAD DEPTH VST`01� GENERAL LANDING & STAIR FRAMING INF 0 SCALE: 3/4" = V-0" (2) 2x12 SYP#2 BEAM PER SCHEDULE @ END OF LANDING FOR STRINGERS TO CONNECT TO. BEAM TO BEAR DIRECTLY ON BUILT UP COLUMN BELOW. MIN. (3) 2x4 SYP #2 COLUMN 2x P.T. BOTTOM PLATE 6" MIN. ffl MIN. 2x8 SYP#: LEDGER (P.T. I ATTACHING T( MASONRY WAI SIMPSON A35 CONNECTIONS MASONRY WAL FRAME WALL R 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. 2x JOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EACH STUD. ((2) 1/4" x3-1/4" TAPCONS @ 16" O.C. MAX. FOR MASONRY WALL) WOOD OR MASONRY WALL SEE PLAN FOR MORE INFO 2x JOIST PER SCHEDULE 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 BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) 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. NOT USED 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 2x4 CONT. TOP PLATE ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE NAILS 2x4 #2 SPF STUDS @ 24" O.C. W/ (2) 12d TOENAILS BOTTOM NOTCH SILL AND PLYWOOD FLOORING TO ALLOW VERTICAL TO SLIDE DOWN TO FACE OF TRUSS ATTACH 2x6 VERTI( DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS S (3) %4" SDS WOOD SCRE" N.T.S. EQUALLY SPACED/CENTEREI 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE ATTACH TOP PLATE TO FACE OF TRUSS STUDS W/(2)16d - 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) %4 SDS WOOD SCREV\ EQUALLY SPACED/CENTEREL -.. 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 2x6 VERTICAL @ 6'-0" O.C. MIN. AND @ ANY OPENING W/IN HANDRAIL KNEEWALL SECTION X -X 2x4 #2 SPF STUDS @ 24" O.C. NOTCH SILL PLATE FOR VERTICAL 2x L -BRACE W/ 120 NAILS @ 4" O.C. n_.A �! KlA T/11"1 M1 IAT- COPYRIGHT AT - FLOOR TRUSSES SCALE: 3/4" = V-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SEE PLAN FOR DEPTH OF LANDING XFP e, d 00 0 ®C9�'.,'Q't UUj U �� O \ oLLI 6 ® ' rbc til B BI 7,, i 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 TO MATCH JOIST DEPTH W/ (3) 10d TOENAILS EACH END SEE PLAN FOR MASONRY WALL OR WOOD WALL FRAMING (2) 2x12 SYP#2 BEAM PER MIN. 2x8 SYP#2 JOIST (P.T. IF ATTACHING TO MASONRY SCHEDULE REQ'D @ END OF MIN. 2x8 SYP#2 JOISTS WALL) CONT. LEDGER w/ (3) 16d LANDING FOR STRINGERS TO @ LANDING @ 16"O.C. NAILS @ 16" O.C. MAX. TO EACH CONNECT TO. BEAM TO BEAR W/ SIMPSON A35 OR STUD. ((2) 1/4"x3-1/4" 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 a@ 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" A35 @ EA. STRINGER TO LANDING SEE ARCHS. FOR MAX. RISE OF STEPS AND MIN. TREAD DEPTH VST`01� GENERAL LANDING & STAIR FRAMING INF 0 SCALE: 3/4" = V-0" (2) 2x12 SYP#2 BEAM PER SCHEDULE @ END OF LANDING FOR STRINGERS TO CONNECT TO. BEAM TO BEAR DIRECTLY ON BUILT UP COLUMN BELOW. MIN. (3) 2x4 SYP #2 COLUMN 2x P.T. BOTTOM PLATE 6" MIN. ffl MIN. 2x8 SYP#: LEDGER (P.T. I ATTACHING T( MASONRY WAI SIMPSON A35 CONNECTIONS MASONRY WAL FRAME WALL R 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. 2x JOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EACH STUD. ((2) 1/4" x3-1/4" TAPCONS @ 16" O.C. MAX. FOR MASONRY WALL) WOOD OR MASONRY WALL SEE PLAN FOR MORE INFO 2x JOIST PER SCHEDULE 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 BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) 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. NOT USED 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 2x4 CONT. TOP PLATE ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE NAILS 2x4 #2 SPF STUDS @ 24" O.C. W/ (2) 12d TOENAILS BOTTOM NOTCH SILL AND PLYWOOD FLOORING TO ALLOW VERTICAL TO SLIDE DOWN TO FACE OF TRUSS ATTACH 2x6 VERTI( DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS S (3) %4" SDS WOOD SCRE" N.T.S. EQUALLY SPACED/CENTEREI 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE ATTACH TOP PLATE TO FACE OF TRUSS STUDS W/(2)16d - 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) %4 SDS WOOD SCREV\ EQUALLY SPACED/CENTEREL -.. 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 2x6 VERTICAL @ 6'-0" O.C. MIN. AND @ ANY OPENING W/IN HANDRAIL KNEEWALL SECTION X -X 2x4 #2 SPF STUDS @ 24" O.C. NOTCH SILL PLATE FOR VERTICAL 2x L -BRACE W/ 120 NAILS @ 4" O.C. n_.A �! KlA T/11"1 M1 IAT- COPYRIGHT AT - FLOOR TRUSSES SCALE: 3/4" = V-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. f f s f f f f S f f W M e, d 00 0 ®C9�'.,'Q't UUj U �� O \ oLLI 6 ® ' rbc til F- z _O U) W W \ U o I IYoh 6 U o zz.. U 0to .0 z� UL 00 z am 9W r� (B w r- WUw 1—E V J ® U J 07 D C0 r- o JO ~ (n �h z V w ®M co ._ zco W Q0 -J L-Lj0 I�- U I= 00 iz- IJ- U) O O ¢ 5 i— z`�O��w 0 I--OZI=-wYO W Uj U<Q�Jaz W _17Z O U-) 0o C) Z 0� E W ® J Uj 3: W U) I. =5 W I— a 9 o U V) W 3: W I-- 000 >_ 0Y 9 0 - STRUCTURAL ENG: CNS DRAFTING: -STRUCT: DP QC CHECK: CC JOB No. PSO-0205935 SCALE: AS INDICATED DATE: 08/22/18 f f s f f f f S f f