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1614 MARITIME OAK DR - MORE DRAWINGS'S 6 O,C, EDG 6 O,C, INT TO TYVE K OR EQ, VAPOR HARRIER 2 X 6 02 CONST GRADE OR BTR. STUDS METAL ROOF PANELS INSTALLED 12 I PER MFGR. RECOMMENDATIONS OVER3/4" 74G CDX SUBFLOOR 1/2" CDX SHEATHING WITH 015 FELT Imo, PERPENDICULAR TO ROOF TRUSSES 2X(o SHOE PLATE I ` WITH STAG-� GERED EN D JOINTS. NAILED GALV, METAL STRAPS_ O WITH 'SD COMMON NAILS w 6" O.C. ON 11 16 F TRUSSES FLOOR - R-30 HATT ATTIC EDGES EDGES AND IN FIELDS W/ BATT INSUL. FOR DAMPENING SOUND INSULATION OVER ENG. WOOD TRUSSES .. -' GALV. FLASHING I,1P OR CONY, FRAMED RAFTERS 12 TO 2x12 LEDGER 1/2 GYP. BD. CEILING 1 TAPED AND SPRAYED I ALUM 1 I I L DRP EDGE 2x8 FJ PAINTED CEDAR- FASCIA I W/ Ix2 P7 SU FASCIA I 8 TRIM VINYL VENTED SOFFIT I g per: OSB 'PAINTED FRIEZE I 1/2 GYP. BD. HARD L P I A SI IN D 1/2 L . GYP, BD TAPED AND PAINTED HARDI A SIDING 4 TRIM a I TRIM TAPED AND PAINTED R-19 BATT 1/16, 055 WALL 514EATHING R19 5ATT 1/16 OSB WALL SHEATHING INSULATION I INSULATION OR 1/2 zIPHOARD FASTEN -W/ 8d CO MON tLFASTEN W/ ad COMMON - , 6�� - O.C. EDGES / 6�, O.C. 'INT TO 6 O.C. EDGES / 6 O.G. INT TO p 7YVEK OR EQ. VAPOR BARRIER TYVEK OR EQ, VAPOR HARRIER O I 2 X 6 #2 CONST GRADE OR BTR. STUDS _ R 2 X 6 2.CONST RADE OR BTR. STUDS I r. 16 O.C. 16 O.C. 1 REATED CLEAN,. ` AH30 1 X 1/2 ANCHOR 5OLTT OMPAC7ED FILL 45301 X1/2�ANC OR HOLT W/ 2a' WASHER W/ 2 WASHERe TREATED, "CLEAN,6" FROM CORNERS OVER 6 -MIL` 6 FROM CORNERS APOR BARRIER j COMPACTED FILL OVER 6-M1 ER L VAPOR BARRIER MASONRY FLASHING 4 ROWLOCK SILL '74 COMMON °_a COMMON BRICK °. ° . ,. RADE I —Q— Q— —Q— Q— Q -° —Q— - t W/ GALV WALL TIES - — 1/2, >AIRSPACE AND VAPOR .SEALER i IIIi RADE PROVIDE WEEP HOLESa 48 0,C, SEE FOUNDATION PLAN 4 ENGINEERING SPECS —IAND FOR F7R SIZES A D BAR REQS-iilli� SEE FOUNDATION PLAN 4 ENGINEERING SPECS 12 MIN DISTANCE BELOW GRADE I IIIITu FOR FTR SIZES ,4ND BAR Ll REQ's 12 11MIN DISTANCE BELOW GRADE a 4 a 4 ° C . TYPICAL 2 TO -'Y FRAME WALL TYPICAL WALL SECTION SECTION Revlslons a W w �w tu (3 w (L lu (L M QzwQ UQw`� }w U z d4Oiu a O ju tQ,�z w�D-VQO °O y - u --�lLd)z� z tocl z�,�zz oppWoo "`�12U O O}O�O(Y UutU�U� 1 2 METAL ROOF PA ELS PER MFGR. RECOMMENDATIONS OVER C 1/2" CDX SHEATHING WITH 015 FELT PERPENDICULAR TO ROOF TRUSSES ' WITH STAGGERED ND JOINTS, NAILED v R-30 BATT ATTI WITH 8D COMMON NAILS -"6" O,C. ON LINSULATION Q) •— L EDGES EDGES AND IN FIELDS ' U OVER ENG, WOOD TRUSSES OR CONV. FRAMED RAFTERS K) Q) 1/2" CxYP, BD. CEILING ALUM DRIP EDGE I ' TAPED — AND SPRAYED 2x8 FJ PAINTED CEDAR FASCIA W/ 1x2 PT SUBFA66SIA TRIM 0 - VINYL VENTED SOFFIT N H N C] 0 fA J t0 4 OSB PAINTED FRIEZE LIL N W "W = r v WF En w m 10 I 0 0 W J I a� I �� 1/2 GYP. SD, ul1�I A HARD I L P 1 SI D ING 7 TAPED AND PAINTED = p c� O 4 TRIM Q_�� Q a-• R-19 BATT Q z 1/16 OSB WALL S EATHING Q INSULATION A ro OR 1/2" ZIPBOAR ------------ -- FASTEN W/ ad COMMON 'S 6 O,C, EDG 6 O,C, INT TO TYVE K OR EQ, VAPOR HARRIER 2 X 6 02 CONST GRADE OR BTR. STUDS METAL ROOF PANELS INSTALLED 12 I PER MFGR. RECOMMENDATIONS OVER3/4" 74G CDX SUBFLOOR 1/2" CDX SHEATHING WITH 015 FELT Imo, PERPENDICULAR TO ROOF TRUSSES 2X(o SHOE PLATE I ` WITH STAG-� GERED EN D JOINTS. NAILED GALV, METAL STRAPS_ O WITH 'SD COMMON NAILS w 6" O.C. ON 11 16 F TRUSSES FLOOR - R-30 HATT ATTIC EDGES EDGES AND IN FIELDS W/ BATT INSUL. FOR DAMPENING SOUND INSULATION OVER ENG. WOOD TRUSSES .. -' GALV. FLASHING I,1P OR CONY, FRAMED RAFTERS 12 TO 2x12 LEDGER 1/2 GYP. BD. CEILING 1 TAPED AND SPRAYED I ALUM 1 I I L DRP EDGE 2x8 FJ PAINTED CEDAR- FASCIA I W/ Ix2 P7 SU FASCIA I 8 TRIM VINYL VENTED SOFFIT I g per: OSB 'PAINTED FRIEZE I 1/2 GYP. BD. HARD L P I A SI IN D 1/2 L . GYP, BD TAPED AND PAINTED HARDI A SIDING 4 TRIM a I TRIM TAPED AND PAINTED R-19 BATT 1/16, 055 WALL 514EATHING R19 5ATT 1/16 OSB WALL SHEATHING INSULATION I INSULATION OR 1/2 zIPHOARD FASTEN -W/ 8d CO MON tLFASTEN W/ ad COMMON - , 6�� - O.C. EDGES / 6�, O.C. 'INT TO 6 O.C. EDGES / 6 O.G. INT TO p 7YVEK OR EQ. VAPOR BARRIER TYVEK OR EQ, VAPOR HARRIER O I 2 X 6 #2 CONST GRADE OR BTR. STUDS _ R 2 X 6 2.CONST RADE OR BTR. STUDS I r. 16 O.C. 16 O.C. 1 REATED CLEAN,. ` AH30 1 X 1/2 ANCHOR 5OLTT OMPAC7ED FILL 45301 X1/2�ANC OR HOLT W/ 2a' WASHER W/ 2 WASHERe TREATED, "CLEAN,6" FROM CORNERS OVER 6 -MIL` 6 FROM CORNERS APOR BARRIER j COMPACTED FILL OVER 6-M1 ER L VAPOR BARRIER MASONRY FLASHING 4 ROWLOCK SILL '74 COMMON °_a COMMON BRICK °. ° . ,. RADE I —Q— Q— —Q— Q— Q -° —Q— - t W/ GALV WALL TIES - — 1/2, >AIRSPACE AND VAPOR .SEALER i IIIi RADE PROVIDE WEEP HOLESa 48 0,C, SEE FOUNDATION PLAN 4 ENGINEERING SPECS —IAND FOR F7R SIZES A D BAR REQS-iilli� SEE FOUNDATION PLAN 4 ENGINEERING SPECS 12 MIN DISTANCE BELOW GRADE I IIIITu FOR FTR SIZES ,4ND BAR Ll REQ's 12 11MIN DISTANCE BELOW GRADE a 4 a 4 ° C . TYPICAL 2 TO -'Y FRAME WALL TYPICAL WALL SECTION SECTION Revlslons a W w �w tu (3 w (L lu (L M QzwQ UQw`� }w U z d4Oiu a O ju tQ,�z w�D-VQO °O y - u --�lLd)z� z tocl z�,�zz oppWoo "`�12U O O}O�O(Y UutU�U� U L C V v Q) •— L U Q) K) Q) 0 I N H N C] 0 fA J t0 LIL N W "W = r v WF En w m 10 0 0 W J I J 0 a Z 0 ul1�I Ul U 7 = p c� O Q_�� Q a-• Q z Q SHEET A ro ROOF PITCH AND MATERIALS 4 PLATE HEIGHT PER PLAN 211 FASCIA HOLD BACK FASCIA AND DRIP—j EDGE 2" FROM FACE OF WALL �/ tX I t=KIVK tIIN15H t- I=K YLAN TYPICAL EXTERIOR FINISH PER PLAN TYPICAL EXTERIOR FINISH PER PLAN TYVEK OR EQUAL HOUSE WRAP ' OVER CHANNEL FLASHING UNDER WEAL 4ER-RESISTANT BARRIER BUILDING PAPER AND BUILDING LATH 5x5 FLASHING WITH KICK -OUT TO CONT, Ix4 P.T. SHED WATER AWAY FROM EXTERIOR BARRIER OVERLAP OF FLASHING MASONRY TILE INSTALLED PER MANUF. WINDOW INSTALLATION (METHOD B-1) WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED BEHIND THE MOUNTING FLANGE. -SEE FASTEN IN PLACE. (FLASHING DIAGRAM. GOES OVER SEALANT), SECURE WRB Ar H A E D � FLASHING AT HEAD EXTENDS I' BEYOND O® JAMB FLASHING.. ©&HEAD FLASHING } EMBED BOTTOM OF THE HEAD FLASHING AGAINST THE PREVIOUSLY APPLIED EALAN7 SEALANT (FLASHING GOES OVER SEALANT) . EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING. ® FASTEN IN PLACE. A .Q [JAI` B FLASHING] A EXTEND JAMB FLASHING i0 OVERLAP SILL FLASHING. EXTEND JAMB FLASHING 8 I/2" ABOVE ROUGH OPENING AT HEAD. JAB MTOP Or /I9 SEALANT UNDER THE FLAP OF WRB AT THE - HEAD. 5EE DIAGRAM, a SILL FLASHING ^I(� SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, ® PLUMB; AND LEVEL CONDITION. USE CORROSION O RESISTANT FASTENERS. FASTEN WINDOWS PER WINDOW MANUFACTURER SPECIFICATIONS. 139• &WEATHER RESISTANT BARRIER (WRB) } AY A 45 DEGREE ANGLE, CAREFULLY CUT THE BARRIER ON A DIAGONAL. GENTLY RAISE THE TOPEDGE OF THE BARRIER UP AND TAP THE E TOP CORNERS AND CENTER TO THE EXTERIOR WRB SURFACE ABOVE,. INTERIOR VIEW &SECTION A} ,O &4EAD FLASHING } THROUGH WINDOW JAMB SECURE WRB O \ APPLY A CONT. SEAL ALONG H o HEAD M;N, WIDTH OF 16" (24" STRETCH -OUT) WITH MINIMUM I" HIGH TWIN HEAD, FLASHING GOESOVER \ MOUNTING FLANGE. EMBED ® \ BOTTOM OF HEAD FLASHING WRB LAP JOINTS MIN, 6" WITH APPLIED COATING OR SEPARATOR SHEET. FLASHING \ . AGAINST SEALANT (FLASHING SEALANT BEAD BETWEEN [AFTER INSTALLATION} MOUNTING FLANGE AND SEAL ALL CORNERS OF FLASHING. MECHANICALLY JOINED ®APPLY A 3/S" NOM, DIA. FRAME6 TO SEAL FRAME BEAD OF SEALANT TO THE `� SEAM JUNCTURE. BACKSIDE (INTERIOR) OF THE 1 I I Q MOUNTING FLANGE AROUND \ THE ENTIRE PERIMETER, e) TRIM METAL AT VALLEY AND RIDGE JUNCTIONS TO ENSURE PLACE BEAD IN LINE. WITH a OVER 30 FELT ON 5/8II MIN. PLYWOOD SHEATHING (TILE) - FASTEN IN PLACE. ANY PRE -PUNCHED HOLES WATER SHEDDING ONTO VALLEY. FLASHING AT HEAD EXTENDS OR SLOTS,. I�' I- BEYOND JAMB FLASHING. -SEE FASTEN IN PLACE. (FLASHING DIAGRAM. GOES OVER SEALANT), SECURE WRB Ar H A E D � FLASHING AT HEAD EXTENDS I' BEYOND O® JAMB FLASHING.. ©&HEAD FLASHING } EMBED BOTTOM OF THE HEAD FLASHING AGAINST THE PREVIOUSLY APPLIED EALAN7 SEALANT (FLASHING GOES OVER SEALANT) . EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING. ® FASTEN IN PLACE. A .Q [JAI` B FLASHING] A EXTEND JAMB FLASHING i0 OVERLAP SILL FLASHING. EXTEND JAMB FLASHING 8 I/2" ABOVE ROUGH OPENING AT HEAD. JAB MTOP Or /I9 SEALANT UNDER THE FLAP OF WRB AT THE - HEAD. 5EE DIAGRAM, a SILL FLASHING ^I(� SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, ® PLUMB; AND LEVEL CONDITION. USE CORROSION O RESISTANT FASTENERS. FASTEN WINDOWS PER WINDOW MANUFACTURER SPECIFICATIONS. 139• &WEATHER RESISTANT BARRIER (WRB) } AY A 45 DEGREE ANGLE, CAREFULLY CUT THE BARRIER ON A DIAGONAL. GENTLY RAISE THE TOPEDGE OF THE BARRIER UP AND TAP THE E TOP CORNERS AND CENTER TO THE EXTERIOR WRB SURFACE ABOVE,. INTERIOR VIEW ,O &4EAD FLASHING } 2, OPEN VALLEYS: INSTALL PREFORMED OPEN VALLEY WITH SECURE WRB O \ APPLY A CONT. SEAL ALONG H o HEAD M;N, WIDTH OF 16" (24" STRETCH -OUT) WITH MINIMUM I" HIGH TWIN HEAD, FLASHING GOESOVER \ MOUNTING FLANGE. EMBED ® \ BOTTOM OF HEAD FLASHING LAP JOINTS MIN, 6" WITH APPLIED COATING OR SEPARATOR SHEET. \ . AGAINST SEALANT (FLASHING THICK W/ FIBERGLASS REINFORCEMENT 3, FOR VALLEY METAL RETURNS, \ GOES OVER SEALANT). A) SECURE WITH CLIPS FABRICATED FROM SIMILARO COMPATIBLE R P BLE I - HIP :':LASHING: \ EDGES 4 PENETRATIONS SEALED W/ PLASTIC CEMENT MATERIAL, CLIP 1" METAL EDGE RETURNS TO BATTEN STRIP" EXTEND HEAD FLASHING I I Q _ \ BEYOND EACH JAMB FLASHING. e) TRIM METAL AT VALLEY AND RIDGE JUNCTIONS TO ENSURE \ a OVER 30 FELT ON 5/8II MIN. PLYWOOD SHEATHING (TILE) FASTEN IN PLACE. WATER SHEDDING ONTO VALLEY. UNDERLAYMENT INSTALLED IN WATER -SHEDDING MANNER, OR OVER *15 FELT ON 1/2" PLYWOOD ON OSB k/F END TURN LEAD UP MINIMUM OF 1" t0 CREATE WATER DIVERTER I © LJAMB FLASHING I TO ENDURE WATER SHEDDING ONTO VALLEY, AT HIP LINE FOLD UNDERLAYMENT OVER HIP AND µ A EXTEND JAMB FLASHING FLANGE OF DRIP EDGE` MINIMUM OF I INCH, CENTER OF MECHANICALLY FASTEN AT 36" O,C, MA, TO OPPOSING TO OVERLAP SILL VALLEY TO EXTEND MIN, OF 2" BEYOND DRIP EDGE. 4 - CRICKET AND SADDLE FLASHING: 77 7 FLASHING, EMEND SIDE OF ROOF, REPEAT FOR OPPOSITE SIDE FOR TWO JAMB FLASHING 8 IPL" (27OMM) ABOVE ROUGH gn 571 LAYERS OF OVERLAP UNDERLAYMENT ON HIP, OPENING AT HEAD, r O � N � SEALANT APPLY TAPE AT -1 z - CORNERS TO N Qj Q � '4 TEMPORARILY HOLD FLASHING IN PLACE 4 UNTIL WRB IS APPLIED: +}}•• VLL. FLASHING SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, ® PLUMB, AND LEVEL CONDITION. USE CORROSION TOP LEFT CORNER OF WINDOW RESISTANT FASTENERS. FASTEN WINDOWS PER O - X .WINDOW. MANUFACTURER FASTENER SPECIFICATIONS. e CR/CK�1` UNDERLAYMENT INSTALLED IN WATER -SHEDDING MANNER. LAST LAYER APPLIED AT RIDGE TO BE FOLDED OVER RIDGE OI &WEATHER RESISTANT _ w BARRIER (WRB)} q e �s AT A 45. DEGREE ANGLE, CAREFULLY OUT THE WOO FASCIA D � AN MECHANICALLY FASTEN AT 36 O,G, MA, t OPPOSITE D O BARRIER ON A DIAGONAL, GENTLY RAISE THE II 8 WIDE CONT, ROLL FLASHING - TOP EDGE OF THE BARRIER UP AND TAPE THE II 2 TOP CORNERS AND CENTER TO THE EXTERIOR SIDE OF ROOF, REPEAT FOR OPPOSITE SIDE FOR TWO R NAILED TO 51DE OF Ix4' 4 FACE OF ROOF WRB SURFACE ABOVE. INTERIOR VIEW LAYERS OF OVERLAP UNDERLAYMENT ON RIDGE, TOP LEFT CORNER OF WINDOW -SEE FASTEN IN PLACE. (FLASHING DIAGRAM. GOES OVER SEALANT), SECURE WRB Ar H A E D � FLASHING AT HEAD EXTENDS I' BEYOND O® JAMB FLASHING.. ©&HEAD FLASHING } EMBED BOTTOM OF THE HEAD FLASHING AGAINST THE PREVIOUSLY APPLIED EALAN7 SEALANT (FLASHING GOES OVER SEALANT) . EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING. ® FASTEN IN PLACE. A .Q [JAI` B FLASHING] A EXTEND JAMB FLASHING i0 OVERLAP SILL FLASHING. EXTEND JAMB FLASHING 8 I/2" ABOVE ROUGH OPENING AT HEAD. JAB MTOP Or /I9 SEALANT UNDER THE FLAP OF WRB AT THE - HEAD. 5EE DIAGRAM, a SILL FLASHING ^I(� SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, ® PLUMB; AND LEVEL CONDITION. USE CORROSION O RESISTANT FASTENERS. FASTEN WINDOWS PER WINDOW MANUFACTURER SPECIFICATIONS. 139• &WEATHER RESISTANT BARRIER (WRB) } AY A 45 DEGREE ANGLE, CAREFULLY CUT THE BARRIER ON A DIAGONAL. GENTLY RAISE THE TOPEDGE OF THE BARRIER UP AND TAP THE E TOP CORNERS AND CENTER TO THE EXTERIOR WRB SURFACE ABOVE,. INTERIOR VIEW TYPICAL EXTERIOR FINISH PER PLAN G,I, Z -BAR FLASHING INSTALLED PRIOR t0 AND UNDER BUILDING PAPER AND BUILDING LATH CONT, Ix4 P.T. METAL FLASHING INSTALLED ABOVE ROOF PRIOR TO TILE OR SHINGLE INSTALLATIONS MASONRY TILE INSTALLED PER MANUF, SPECS W/ P,T, FURRING STRIPS OR MINERAL SURFACE MODIFIED BITUMEN 120 MM THICK W/ FIBERGLA56 REINFORCEMENT - EDGES 4 PENETRATIONS SEALED W/ PLASTIC CEMENT A OVER 30 FELL ON 5/8 MIN,.: PLYUJOOD SHEATHING (TILE) OR OVER 015 FELT ON 1/2" PLYWOOD ON OSB SHEATHING (SHINGLES) 5 X 5 FLASHING 26 GAUGE GALV, SPECS W/ P,T, FURRING STRIPS OR 2, OPEN VALLEYS: INSTALL PREFORMED OPEN VALLEY WITH ROOF SHEATHING 1 —1 M;N, WIDTH OF 16" (24" STRETCH -OUT) WITH MINIMUM I" HIGH TWIN MINERAL SURFACE MODIFIED BITUMEN 120 MM CENTER DIVERTER AND A MiNIMUM 1" METAL EDGE RETURNS, LAP JOINTS MIN, 6" WITH APPLIED COATING OR SEPARATOR SHEET. THICK W/ FIBERGLASS REINFORCEMENT 3, FOR VALLEY METAL RETURNS, 6 ❑ A) SECURE WITH CLIPS FABRICATED FROM SIMILARO COMPATIBLE R P BLE I - HIP :':LASHING: EDGES 4 PENETRATIONS SEALED W/ PLASTIC CEMENT MATERIAL, CLIP 1" METAL EDGE RETURNS TO BATTEN STRIP" I I Q _ WITH ROOFING' NAILS THROUGH METAL STRAP. e) TRIM METAL AT VALLEY AND RIDGE JUNCTIONS TO ENSURE a OVER 30 FELT ON 5/8II MIN. PLYWOOD SHEATHING (TILE) WATER SHEDDING ONTO VALLEY. UNDERLAYMENT INSTALLED IN WATER -SHEDDING MANNER, OR OVER *15 FELT ON 1/2" PLYWOOD ON OSB k/F END TURN LEAD UP MINIMUM OF 1" t0 CREATE WATER DIVERTER I TO ENDURE WATER SHEDDING ONTO VALLEY, AT HIP LINE FOLD UNDERLAYMENT OVER HIP AND µ SHEATHING (SHINGLES) FLANGE OF DRIP EDGE` MINIMUM OF I INCH, CENTER OF MECHANICALLY FASTEN AT 36" O,C, MA, TO OPPOSING VALLEY TO EXTEND MIN, OF 2" BEYOND DRIP EDGE. 4 - CRICKET AND SADDLE FLASHING: 77 7 SIDE OF ROOF, REPEAT FOR OPPOSITE SIDE FOR TWO Q 571 LAYERS OF OVERLAP UNDERLAYMENT ON HIP, ai r O � N � METAL EAVE DRIP -1 z - 1� N Qj Q � '4 (R Q 4 2 - RIDGE L G FLASHING: R TOP LEFT CORNER OF WINDOW TYPICAL EXTERIOR FINISH PER PLAN G,I, Z -BAR FLASHING INSTALLED PRIOR t0 AND UNDER BUILDING PAPER AND BUILDING LATH CONT, Ix4 P.T. METAL FLASHING INSTALLED ABOVE ROOF PRIOR TO TILE OR SHINGLE INSTALLATIONS MASONRY TILE INSTALLED PER MANUF, SPECS W/ P,T, FURRING STRIPS OR MINERAL SURFACE MODIFIED BITUMEN 120 MM THICK W/ FIBERGLA56 REINFORCEMENT - EDGES 4 PENETRATIONS SEALED W/ PLASTIC CEMENT A OVER 30 FELL ON 5/8 MIN,.: PLYUJOOD SHEATHING (TILE) OR OVER 015 FELT ON 1/2" PLYWOOD ON OSB SHEATHING (SHINGLES) 5 X 5 FLASHING 26 GAUGE GALV, SPECS W/ P,T, FURRING STRIPS OR 2, OPEN VALLEYS: INSTALL PREFORMED OPEN VALLEY WITH ROOF SHEATHING 1 —1 M;N, WIDTH OF 16" (24" STRETCH -OUT) WITH MINIMUM I" HIGH TWIN MINERAL SURFACE MODIFIED BITUMEN 120 MM CENTER DIVERTER AND A MiNIMUM 1" METAL EDGE RETURNS, LAP JOINTS MIN, 6" WITH APPLIED COATING OR SEPARATOR SHEET. THICK W/ FIBERGLASS REINFORCEMENT 3, FOR VALLEY METAL RETURNS, 6 ❑ A) SECURE WITH CLIPS FABRICATED FROM SIMILARO COMPATIBLE R P BLE I - HIP :':LASHING: EDGES 4 PENETRATIONS SEALED W/ PLASTIC CEMENT MATERIAL, CLIP 1" METAL EDGE RETURNS TO BATTEN STRIP" I I Q _ WITH ROOFING' NAILS THROUGH METAL STRAP. e) TRIM METAL AT VALLEY AND RIDGE JUNCTIONS TO ENSURE a OVER 30 FELT ON 5/8II MIN. PLYWOOD SHEATHING (TILE) WATER SHEDDING ONTO VALLEY. UNDERLAYMENT INSTALLED IN WATER -SHEDDING MANNER, OR OVER *15 FELT ON 1/2" PLYWOOD ON OSB k/F END TURN LEAD UP MINIMUM OF 1" t0 CREATE WATER DIVERTER I TO ENDURE WATER SHEDDING ONTO VALLEY, AT HIP LINE FOLD UNDERLAYMENT OVER HIP AND µ SHEATHING (SHINGLES) FLANGE OF DRIP EDGE` MINIMUM OF I INCH, CENTER OF MECHANICALLY FASTEN AT 36" O,C, MA, TO OPPOSING VALLEY TO EXTEND MIN, OF 2" BEYOND DRIP EDGE. 4 - CRICKET AND SADDLE FLASHING: 77 7 SIDE OF ROOF, REPEAT FOR OPPOSITE SIDE FOR TWO Q 571 LAYERS OF OVERLAP UNDERLAYMENT ON HIP, ai r O � N � METAL EAVE DRIP -1 z - 1� N Qj Q � '4 (R Q 4 2 - RIDGE L G FLASHING: R - X CR/CK�1` UNDERLAYMENT INSTALLED IN WATER -SHEDDING MANNER. LAST LAYER APPLIED AT RIDGE TO BE FOLDED OVER RIDGE w q �s WOO FASCIA D � AN MECHANICALLY FASTEN AT 36 O,G, MA, t OPPOSITE D O II 8 WIDE CONT, ROLL FLASHING II 2 � SIDE OF ROOF, REPEAT FOR OPPOSITE SIDE FOR TWO R NAILED TO 51DE OF Ix4' 4 FACE OF ROOF LAYERS OF OVERLAP UNDERLAYMENT ON RIDGE, 5HEAHTING INSTALLED PRIOR TO ROOF \ EXTERIOR WALL FACING ' / �l FELT AND SHINxf= , m �+ t 3 - VALLEY FLASHING: VALLEY LININGS INSTALLED PER MANUFACTURERS SPECS BEFORE TILE SIDE LN FLASHING. r, KICK -OUT F1�ASH 11�1C F31 APPLYING OR SHINGLES, N.T,S, LININGS PERMITTED: 2 1, FOR CLOSED VALLEYS, INSTALL PREFORMED CLOSED Non VALLEY METAL EITHER AT 16" MIN, WIDTH (24" STRETCH -OUT) WITH MINIMUM 2-1/2" NIGH CENTER DIVERTER AND A MINIMUM te 1' METAL EDGE RETURNS, OPTION F O R BRED DESIGN WITH a:.... � A iu CENTER DIVERTER, MIN, (4) 3/6" RIBS SPACED 1-1/2" WITH 3-3/4" FLANGE, LAP JOINTS MINIMUM 6" WITH APPLIED COATING OR SEPARATOR SHEET,' TYPICAL EXTERIOR FINISH PER PLAN G,I, Z -BAR FLASHING INSTALLED PRIOR t0 AND UNDER BUILDING PAPER AND BUILDING LATH CONT, Ix4 P.T. METAL FLASHING INSTALLED ABOVE ROOF PRIOR TO TILE OR SHINGLE INSTALLATIONS MASONRY TILE INSTALLED PER MANUF, SPECS W/ P,T, FURRING STRIPS OR MINERAL SURFACE MODIFIED BITUMEN 120 MM THICK W/ FIBERGLA56 REINFORCEMENT - EDGES 4 PENETRATIONS SEALED W/ PLASTIC CEMENT A OVER 30 FELL ON 5/8 MIN,.: PLYUJOOD SHEATHING (TILE) OR OVER 015 FELT ON 1/2" PLYWOOD ON OSB SHEATHING (SHINGLES) 5 X 5 FLASHING 26 GAUGE GALV, CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY CHIMNEY GREATER THAN 30 WIDE. CRICKET AND SADDLE q0z"')HING COMPONENTS ROOF FLA6HING LEGEND FLATORINGS COV E BE SHEET .METAL OR OF THE SMAE' MATERIAL AS THE ROOF COVERING, RIDGE AND VALLY FLASHING OF CRICKET AN SADDLE DDLE tOBE SAM I E AS RIDGE AND VALLEY' OF MAI F. N ROOF. IIIIIIf--L.At:�HINCz 100 SQUARE FEET.. COUNTERFLASHING TO BE CORROSIION- RESISTANT METAL WITH A MIN, THICKNESS PROVIDED IN TABLE 903.1 - 2004 FSC, WINDOW INSTALLATION (METHOD A -ll WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR 70 THE WINDOW INSTALLATION. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE - {SECTION A} [STEPS} THROUGH WINDOW JAMB (DIN WATER SNEDDINGFASHION, STARTING AT THE BASS OF - THE WALL 4 WORKING TOWARDS - THE TOP, INSTALL THE WRB TO THE FACE OF THE SEALANT BEAD 5HEA7HING, BEHIND MOUNTING FLANGE. `G) APPLY SILx X L FLASHING APPLY BEAD QF SEALANT AT BACK OF WINDOW. FLANGE 1 SET WINDOW USING g£qL TWE WINDOW FRAME 70 - PAN HEAD SCREWS TO OPENING. APPLY A 3/8" NOM. FACILITATE INSPECTION.. DIA. 70 THE BACKSIDE APPLY BEAD OF SEALANT At !INTERIOR) OF THE APPLY JAMB FLASHING WINDOW SIDE JAMBS. EXTEND 8 I/2" FLANCsE, IN LINE WITH ANY ® APPLY BEAD OF SEALANT PRE -PUNCHED HOLES OR SLOTS. : .FLASHING AT HEAD O APPLY HEAD FLASHING SEALANT BEAD BETWEEN ©&JAMB FLASHING } BASHING AND MOUNTING APPLY DONT. SEAL TO THE MOUNTING FLANGE. FLANGES AT THE TOP (HEAD) AND O REMOVE PREVIOUSLY APPLIED SIDES (JAMBS) OF WINDOW. EXTEND TAPE, ALLOWING WRB TO LAY SEALANT AT JAMBS 8 I/2" ABOVE ®FLAT OVER HEAD FLASHING. THE R.O. AT HEAD. EMBED JAMB APPLY NEW SHEATHING TAPE FLASHING INTO SEALANT AND OVER DIAGONAL CUT Tical Flashing Details i�'�visons W O --wn O W w^ Q- 4 iLN o m y O U-1 now U p t17 —� } W U U Z 400 U- p-tUU LLaiu�Z !!l VE, wu-- to Z N� O z�dzz o�o�oo ZWz zo ID>00QC U w U to U 0- t V L O V U L 0 U U O U O � Lil 2 N I- N iEO n J t0 N W W v Ia W 0 > M 0 (9 to En SHEET Z W � J d. J ❑ ❑ El 5 -BASE AND COUNtERFLASHINCx: BASE AND COUNTERFLASHMG TO BE INSTALLED ACCORDING TO THE ; MANUFACTURER'S INSTALLATION SPECIFICATIONS, OR A CONTINUOUS METAL MINIMUM 4" BY 4" "L" FLASHING TO BE SET IN APPROVED FLASHING CEMENT AND SET. FLUSH TO THE BASE OF .THE WALL AND OVER UNDERLAYMENT. BOTH HORIZONTAL AND VERTICAL METAL FLANGES SHALL BE FASTENED 6" O,C, WITH APPROVED FASTENERS, ALL LAPS t0 BE A MINIMUM OF 4", FULLY. SEALD IN APPROVED FLASHING CEMENT, FLASHING t0 BEGIN A THE LOWER PORTION OF ROOF TO ENSURE WATER SHEDDING OF ALL METAL LAPS, ENTIRE EDGE OF HORIZONTAL FLANGE TO BE SEALED, COVERING ALL NAIL PENETRATIONS WITH APPROVED FLASHING CEMENT AND MEMBRANE, Si -TINGLES t0 OVERLAP THE THE HORIZONTAL FLANGE AND SET IN APPROVED FLASHING CEMENT, BASE FLASHING TO BE EITHER CORROSION -RESISTANT METAL PROVIDED IN SECTIOIN 89052.8,1 OR MINERAL SURFACE ROLL ROOFING WEIGHING MINIMUM OF 77 POUNDS PER 2, OPEN VALLEYS: INSTALL PREFORMED OPEN VALLEY WITH M;N, WIDTH OF 16" (24" STRETCH -OUT) WITH MINIMUM I" HIGH TWIN CENTER DIVERTER AND A MiNIMUM 1" METAL EDGE RETURNS, LAP JOINTS MIN, 6" WITH APPLIED COATING OR SEPARATOR SHEET. 3, FOR VALLEY METAL RETURNS, 6 ❑ A) SECURE WITH CLIPS FABRICATED FROM SIMILARO COMPATIBLE R P BLE F1 MATERIAL, CLIP 1" METAL EDGE RETURNS TO BATTEN STRIP" _ WITH ROOFING' NAILS THROUGH METAL STRAP. e) TRIM METAL AT VALLEY AND RIDGE JUNCTIONS TO ENSURE WATER SHEDDING ONTO VALLEY. C) INSTALL LEAD SOAKER AT ALL VALLEY 4 RIDGE JUNCTIONS, k/F END TURN LEAD UP MINIMUM OF 1" t0 CREATE WATER DIVERTER TO ENDURE WATER SHEDDING ONTO VALLEY, µ D) OUTER EDGE OF VALLEY METAL SHALL OVERLAP DECK FLANGE OF DRIP EDGE` MINIMUM OF I INCH, CENTER OF VALLEY TO EXTEND MIN, OF 2" BEYOND DRIP EDGE. 4 - CRICKET AND SADDLE FLASHING: CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY CHIMNEY GREATER THAN 30 WIDE. CRICKET AND SADDLE q0z"')HING COMPONENTS ROOF FLA6HING LEGEND FLATORINGS COV E BE SHEET .METAL OR OF THE SMAE' MATERIAL AS THE ROOF COVERING, RIDGE AND VALLY FLASHING OF CRICKET AN SADDLE DDLE tOBE SAM I E AS RIDGE AND VALLEY' OF MAI F. N ROOF. IIIIIIf--L.At:�HINCz 100 SQUARE FEET.. COUNTERFLASHING TO BE CORROSIION- RESISTANT METAL WITH A MIN, THICKNESS PROVIDED IN TABLE 903.1 - 2004 FSC, WINDOW INSTALLATION (METHOD A -ll WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR 70 THE WINDOW INSTALLATION. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE - {SECTION A} [STEPS} THROUGH WINDOW JAMB (DIN WATER SNEDDINGFASHION, STARTING AT THE BASS OF - THE WALL 4 WORKING TOWARDS - THE TOP, INSTALL THE WRB TO THE FACE OF THE SEALANT BEAD 5HEA7HING, BEHIND MOUNTING FLANGE. `G) APPLY SILx X L FLASHING APPLY BEAD QF SEALANT AT BACK OF WINDOW. FLANGE 1 SET WINDOW USING g£qL TWE WINDOW FRAME 70 - PAN HEAD SCREWS TO OPENING. APPLY A 3/8" NOM. FACILITATE INSPECTION.. DIA. 70 THE BACKSIDE APPLY BEAD OF SEALANT At !INTERIOR) OF THE APPLY JAMB FLASHING WINDOW SIDE JAMBS. EXTEND 8 I/2" FLANCsE, IN LINE WITH ANY ® APPLY BEAD OF SEALANT PRE -PUNCHED HOLES OR SLOTS. : .FLASHING AT HEAD O APPLY HEAD FLASHING SEALANT BEAD BETWEEN ©&JAMB FLASHING } BASHING AND MOUNTING APPLY DONT. SEAL TO THE MOUNTING FLANGE. FLANGES AT THE TOP (HEAD) AND O REMOVE PREVIOUSLY APPLIED SIDES (JAMBS) OF WINDOW. EXTEND TAPE, ALLOWING WRB TO LAY SEALANT AT JAMBS 8 I/2" ABOVE ®FLAT OVER HEAD FLASHING. THE R.O. AT HEAD. EMBED JAMB APPLY NEW SHEATHING TAPE FLASHING INTO SEALANT AND OVER DIAGONAL CUT Tical Flashing Details i�'�visons W O --wn O W w^ Q- 4 iLN o m y O U-1 now U p t17 —� } W U U Z 400 U- p-tUU LLaiu�Z !!l VE, wu-- to Z N� O z�dzz o�o�oo ZWz zo ID>00QC U w U to U 0- t V L O V U L 0 U U O U O � Lil 2 N I- N iEO n J t0 N W W v Ia W 0 > M 0 (9 to En SHEET Z W � J d. J ❑ ❑ El 5 -BASE AND COUNtERFLASHINCx: BASE AND COUNTERFLASHMG TO BE INSTALLED ACCORDING TO THE ; MANUFACTURER'S INSTALLATION SPECIFICATIONS, OR A CONTINUOUS METAL MINIMUM 4" BY 4" "L" FLASHING TO BE SET IN APPROVED FLASHING CEMENT AND SET. FLUSH TO THE BASE OF .THE WALL AND OVER UNDERLAYMENT. BOTH HORIZONTAL AND VERTICAL METAL FLANGES SHALL BE FASTENED 6" O,C, WITH APPROVED FASTENERS, ALL LAPS t0 BE A MINIMUM OF 4", FULLY. SEALD IN APPROVED FLASHING CEMENT, FLASHING t0 BEGIN A THE LOWER PORTION OF ROOF TO ENSURE WATER SHEDDING OF ALL METAL LAPS, ENTIRE EDGE OF HORIZONTAL FLANGE TO BE SEALED, COVERING ALL NAIL PENETRATIONS WITH APPROVED FLASHING CEMENT AND MEMBRANE, Si -TINGLES t0 OVERLAP THE THE HORIZONTAL FLANGE AND SET IN APPROVED FLASHING CEMENT, BASE FLASHING TO BE EITHER CORROSION -RESISTANT METAL PROVIDED IN SECTIOIN 89052.8,1 OR MINERAL SURFACE ROLL ROOFING WEIGHING MINIMUM OF 77 POUNDS PER Q 7 ai r O � N � Q -1 z - 1� N Qj Q � '4 (R Q rf=-_ --�tl --------- - - '- --�r.------ a - - - - - I -- -- - ---* i - - - 11 '" Q ' ' 43'-4" 4" CONC, SLAB W/ 6X6 *10 W,W.M, ON A 6 -MIL VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE -TREATED FILL (3000 PSI) 44'-0" 24'-011 1 12"X8" EDGE W/ 12''x1211 CMU BASE ON22 '_O �I �----- CONC. PAD PER ENGINEERING SPECS 1211xlro" MONOLITHIC FOOTING W/ 1 - *5 RODS CONTIN OUS. W/ 2- *5 RODS CONTINUOUS, Q 1 1 43'-4°It r — — — - — — - — — — — — — - RECESS 1-3/4" FOR SLID 1 (011 CURS STEP _ 1 1 cll 1 111 , ^ 20'-0" 11-4 12'-0KA �, I 1 4 -0 1-4 ---------------------------------------------- ------ 1 CL --- - 41 r -h I BEARING NOTE: %' NJ EV.: 74- 1 I 1 1111IZZ11 1 1 1 rf=-_ --�tl --------- - - '- --�r.------ a - - - - - I -- -- - ---* 12"x1211 CMU BASE ON I u = 12"x16" MONOLITHIC FOOTINGCONC. PAD PER W/ 2- *5 RODS CONTINUOUS. ENGINEERING SPECS O e vlslons Q w 114N w Op N lull a' Ntu o�M QZ W Q 4 to �1LO U p W U u�zz d doo O to u-Mu_cUZ ul 30 i5 ortu �- la:i o 0- �- U Z d) z tuQ z�- qzz ►-oo, if uo (Y-"`��,. ZJuZ z0 O}O 0V Uu(3d)0 fL V L O V V mm L O U T ff� V ,a Y^ / I N H N m 0 J Lcp L N w _ 1- W V H W Nmm D W ,.. � J _ J H - Z m I m � W U Q 7 [Q r _ p � _t a ra d A CJi--iEET i - - - 11 '" Q ' ' 43'-4" 4" CONC, SLAB W/ 6X6 *10 W,W.M, ON A 6 -MIL VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE -TREATED FILL (3000 PSI) ; r -'r 1 12"X8" EDGE W/ 12 x8 DROP EDGE FOCTING �----- 1- *5 ROD CON W/ 1 - *5 RODS CONTIN OUS. -4 1 1 43'-4°It r — — — - — — - — — — — — — - RECESS 1-3/4" FOR SLID (011 CURS STEP 1- 1 cll 1 111 , 1 1 4 -0 cf) BEARING NOTE: r — — — — -, �1 � i II 1 1 1 ro 1 1 21'-0 I 23'-0"I _ 1 1 't VERIF ALL INTERIOR BEARING 1 ' O ' FOOTERS, PADS AND RELATED 1 1 ----------- O 4714 -� I I STRUCTURE WITH STRUCTURAL ENGINEER. PVC FOR 1 � I ISLAND \ K� ' 12"x1211 CMU BASE ON I u = 12"x16" MONOLITHIC FOOTINGCONC. PAD PER W/ 2- *5 RODS CONTINUOUS. ENGINEERING SPECS O e vlslons Q w 114N w Op N lull a' Ntu o�M QZ W Q 4 to �1LO U p W U u�zz d doo O to u-Mu_cUZ ul 30 i5 ortu �- la:i o 0- �- U Z d) z tuQ z�- qzz ►-oo, if uo (Y-"`��,. ZJuZ z0 O}O 0V Uu(3d)0 fL V L O V V mm L O U T ff� V ,a Y^ / I N H N m 0 J Lcp L N w _ 1- W V H W Nmm D W ,.. � J _ J H - Z m I m � W U Q 7 [Q r _ p � _t a ra d A CJi--iEET i - - - 11 '" Q ' ' 43'-4" 4" CONC, SLAB W/ 6X6 *10 W,W.M, ON A 6 -MIL VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE -TREATED FILL (3000 PSI) ; r -'r 1 12"X8" EDGE W/ 12 x8 DROP EDGE FOCTING �----- 1- *5 ROD CON W/ 1 - *5 RODS CONTIN OUS. 04 1 r — — — - — — - — — — — — — - - — — — — \ "- — — — — — — - — - — — — — — I - (011 CURS STEP 1- 1 cll 1 111 `t I I I I 1 1 4 -0 cf) r — — — — -, �1 � i II 1 1 1 ro 1 1 21'-0 I 23'-0"I 't 1 12"x1211 CMU BASE ON I u = 12"x16" MONOLITHIC FOOTINGCONC. PAD PER W/ 2- *5 RODS CONTINUOUS. ENGINEERING SPECS O e vlslons Q w 114N w Op N lull a' Ntu o�M QZ W Q 4 to �1LO U p W U u�zz d doo O to u-Mu_cUZ ul 30 i5 ortu �- la:i o 0- �- U Z d) z tuQ z�- qzz ►-oo, if uo (Y-"`��,. ZJuZ z0 O}O 0V Uu(3d)0 fL V L O V V mm L O U T ff� V ,a Y^ / I N H N m 0 J Lcp L N w _ 1- W V H W Nmm D W ,.. � J _ J H - Z m I m � W U Q 7 [Q r _ p � _t a ra d A CJi--iEET 1 1 SINK SLAB -4° 1 1 12"X8" EDGE W/ 12 x8 DROP EDGE FOCTING �----- 1- *5 ROD CON W/ 1 - *5 RODS CONTIN OUS. , 1 r — — — - — — - — — — — — — - - — — — — \ "- — — — — — — - — - — — — — — I - (011 CURS STEP `t I I I I 1 1 4 -0 1 1 21'-0 I 23'-0"I 't 1 I. 1 1 1 ----------- 1 � I ' ELEV.: O',O" ----------- ----- 724'- o , if 14'-O" O �0�-8" ----------------------------------- ' ��777777777 O I = I II 14I -0 1 II -8 ' ' I.: 11 I 11 ;�. , 8 ,, 6 _ _ - O ' ELEV.. ^ — , - 1 1 • ------------ 1-3 �ND- - ----------- � ,--------_ g1--3 4ND------ - --- I - --- - - - I -— — — — — — — — —'— — — - -- — — — — — — — — — - O---- I ' - — ---- ---® -- -- - cz � r , 12"x1211 CMU BASE ON I u = 12"x16" MONOLITHIC FOOTINGCONC. PAD PER W/ 2- *5 RODS CONTINUOUS. ENGINEERING SPECS O e vlslons Q w 114N w Op N lull a' Ntu o�M QZ W Q 4 to �1LO U p W U u�zz d doo O to u-Mu_cUZ ul 30 i5 ortu �- la:i o 0- �- U Z d) z tuQ z�- qzz ►-oo, if uo (Y-"`��,. ZJuZ z0 O}O 0V Uu(3d)0 fL V L O V V mm L O U T ff� V ,a Y^ / I N H N m 0 J Lcp L N w _ 1- W V H W Nmm D W ,.. � J _ J H - Z m I m � W U Q 7 [Q r _ p � _t a ra d A CJi--iEET ` COVERED PORCH 10 -1-1/8 i`'L ' N 12 I 1 n I 10 -1-1/8 PL + 4" STEP I I 12 I II I_ r — � 21 9" PL r � ry , v - - 211-9" 1`'L N 1 --------------------------------------------------------- Garden -------------------------- ------------- -- -- - ------ ;y Garden 1 I -- -► 1 Tub i 10 -1-1/8 HTpt 1 1 I�1 W -In 1 1 0GREAT KDOM0 1 1 1N 11`1 10 -1-1/8 HT ---- MASTER DROOM ; Q , - - - - - 2x4 FRAMED FIREBOX t0 60 PL Q 101-1-1/8" NT W1 SLOPED ROOF f to r 4 4" OVERWANGS CONtINUE17 RAKE TO SAtN 1 1 1 k 1� � L II ; 11 12 7 1 ' NT � FOYER ' 1 1 _ 11 TOWER ; 1 1 12 1 -Gundry BEDROOM #2 1 1 ' LOFT 112 STUDY 1 ' � 1 12 1 1 1 1 I Lij/ WINDOWSAT 8' t II I , -- 11 12 1 1/ 1•-1T ------ -- - - --- --- ----------- - -- --- II N ---------------� 10 -1-/811 Root- FL 21-9" FL 1 1 I 91-1-1/8" CLG PL 411 12 u + 4 STEP �1--------------� ISI 6 ENTRY PORCH 0 I 1 sT 611 Ir 12 10 -1-1/S" PL SLOPED O DOOR 11'-4" I u 00, + 4 STEP I all loll- 12 12 ' _-----_-_-_ 0 10'-1-1/8' PL j 6x6 PT POSTS W/ TRIM TO IOXIO 4 Ix CAP AND SASE MOULDING ON 12x12 PADS TYP. 10'-1-1/81 PL + 4" STE1=' fROOF LAY FLOOR F v 0 v 0 o� Ln N N a InILL� N 1- W _ r - El W 0! Q p� �W � m _N m O7 � J it J 1 > m Z 0 M0 m i EJ Q 3 r N � � � Q. ^ ci 0 (L m Q a SHEET 6 2 TABLE 2: WOOD STRUCTURAL SHEATHING REQUIREMENTS DESIGN. CRITERIA AND LOADS URAL PANELS G Q IREME SHEETINDEX � NOTES s,4 TABLE 7. METAL CONNECTOR SCHEDULE N ST 1 STRUCTURAL SPECIFICAT O Building Code STUCCO AND DIRECTLY Florida Building and Residential Codes, 5th Edition (2014) Code for Design Loads p z ANSI/ASCE 7-10 0 - 20 ftz ROOF LOADING ....... ..................................... Cd = 1.25 " TOP CHORD LIVE LOAD... ... ......... ..... .....20 PSF TOP CHORD DEAD LOAD................................7 PSF (15 PSF TILE) BOTTOM CHORD LIVE LOAD 51 - 100 ft2 ATTICS WITH LIMITED STORAGE. ..........20 PSF (PER FRC) ATTICS WITHOUT STORAGE ........ ..........10 PSF +15.50 +17.4 NON -CONCURRENT BOTTOM CHORD DEAD LOAD........................5 PSF WIND LOADING ........ ......... ........................ Cd = 1.60 ASCE 7-10,3S GUST ......... ......... .......... 130 MPH BASIC WIND SPEED APA TECHNICAL EXPOSURE CATEGORY .................................. B BUILDING CATEGORY ..................................... II ENCLOSURE CLASSIFICATION ...................... ENCLOSED INTERNAL PRESSURE COEFF........................ 0.18 C&C DESIGN PRESSURES.. ........................ (SEE TABLE 1) FLOOR LOADING. ............. ......... ..........Cd = 1.00 TOP CHORD LIVE LOAD..., .. ......... ..........40 PSF TOP CHORD DEAD LOAD .... ......... ..........10 PSF (17 PSF TILE) BOTTOM CHORD LIVE LOAD ......... ..........0 PSF BOTTOM CHORD DEAD LOAD.......... .......:..5 PSF SPECIAL FLOOR (GAME ROOM) LOADING .... Cd = 1.00 TOP CHORD LIVE LOAD..................................60 PSF TOP CHORD DEAD LOAD .... ......... ..........10 PSF (17 PSF TILE)` BOTTOM CHORD LIVE LOAD...........................0 PSF BOTTOM CHORD DEAD LOAD ......... ..........5 PSF MAXIMUM FLOOR TRUSS SPACING...............16" O.C. DEFLECTION CRITERIA NOTES 1 2 3 , ROOF TRUSSES .............................................. LL/240 W/ 8d TL/180 COMMON: T` O.C. AT PANEL EDGES, 12" O.C. IN THE FIELD. TL MAX 1" UP TO "SW" DESIGNATED SHEAR WALLS; 40' SPAN OPEN WEB FLOOR TRUSSES/BEAMS....:..... LL/360 O.C. AT PANEL EDGES, 6" O.G. IN THE FIELD (UNBLOCKED HORIZONTAL TL/240 U_ TL MAX %4' WOOD I JOISTS ............................................... LL/480 16 TL/240 16 TL MAX Y„ NOTES: 1. CONCURRENTLY LOADED LIVE LOAD MAY BE REDUCED PER FBC 1605.3.1.1. TABLE 1: COMPONENT AND CLADDING DDING DESIGN PRESSURES WINDOWS AND DOORS STUCCO AND DIRECTLY EFFECTIVE WIND AREA ZONE DESIGNATION p z IZ - Interior Zone (psD EZ - End Zone (psf) 0 - 20 ftz +18.24 -19.79 +18.24 -24.42 21 - 50 fl2 +17.36 -18.91 +17.36 -22.67 51 - 100 ft2 +16.31 -17.86 +16.31 -20.56 101 - 200 ftz +15.50 -17.05 VINYL SOFFIT MAX PRESSURE (psf) +15.50 +17.4 -18.94 -23.2 GARAGE DOOR PRESSURE SEE FRAMING PLAN 0! O STUCCO AND DIRECTLY MIN 1%2' 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR (%6' 24/16 p z ADHERED STONE INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES 12" O.C. IN THE E _ (NOTE 6)' FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. 3. Xw 0.148" 4. PANEL HALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AN ALL WOOD STRUCTUR,'�L P S W = 3" CURRENT APPROVED APA.MANF. SPECIFICATIONS. 0.148" J Q FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE „ MIN /6 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL R HORIZONTAL O a Q ALL OTHER VENEER W/ 8d COMMON. 6 O.C. EDGES AND FIELD (UNBLOCKED HORIZONTAL PANEL EDGES); APA TECHNICAL (NOTE 8) 6" O.C. AT PANEL EDGES, 12" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES) YON TILE ROOF MIN 1%2' 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION „ 12 FT U z - NOTE 7 ( ) PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 4 O.C. AT PANEL EDGES AND W 0 Z � EACH END OF 8" O.C. IN THE FIELD TILE ROOF. 0 Q H O w p s SHINGLE AND METAL ROOF MIN /s' 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LON NAILS: 6" DIMENSION O z w U) , (NOTE 9) PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK O.C. AT PANEL EDGES, 12" ROOF. SHOULD (18) 0,162" x 2 Y" I N O.C. IN THE FIELD. STRUCTURAL FLOOR DECK SHEATHING: 2%2" T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.0 AT PANEL EDGES, 12" O.C. IN THE (NOTE 5) FIELD. NOTES 1 2 3 , STRUCTURE. D UPLIFTS ON THE TRUSS SHOP DRAWINGS RESTRAINT SYSTEM FOR THIS S AS SUCH, THE REPORTS U 3 „ INSTALLED PERPENDICULAR TOSUPPORTS MIN OSB OR PLYWOOD OR CDX S W/ 8d PORCH CEILING BOARD SHEATHING: COMMON: T` O.C. AT PANEL EDGES, 12" O.C. IN THE FIELD. -- "SW" DESIGNATED SHEAR WALLS; MIN Y16" OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL W/ d COMMON: 3" (NOTE 8) O.C. AT PANEL EDGES, 6" O.G. IN THE FIELD (UNBLOCKED HORIZONTAL PANEL EDGES), U_ 12" O.C. IN FIELD BLOCKED HORIZONTAL PANEL EDGES). ( 16 NOTES:' FASTENER 1. FOR SHEATHING THICKNESS GREATER THAN 1%2' CATEGORY (32/16 SPAN RATING), USE 10d RING SHANK NAILS IN LIEU OF 8d RING LENGTH SHANK NAILS. (0.148'' x 3" LONG): -L/120 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS. BEARING CONDITION 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. 0.148" 4. PANEL HALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AN ALL WOOD STRUCTUR,'�L P S SUPPLEMENTS OF 3" CURRENT APPROVED APA.MANF. SPECIFICATIONS. 0.148" 5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELP 3 Y" REDUCE SQUEAKING, 8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. 0.148" 6. %2" 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PE APA TECHNICAL 3%" BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. SHOULD BUILDER SPECIFICATIONS ALLOW, 8 FT MIN STRUCTURAL REQUIREMENTS ARE %6' 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER 12 FT WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS. 9 FT 7 "15/32" PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE' MANUFACTURER'S MINIMUM 'RECOMMENDATIONS. SHOULD EACH END OF WARRANTY AND INSTALLATION REQUIREMENTS ALLOW 1 % "APA RATED OSB OR EQUAL MAY BE USED TOSUPPORT 32 TILE ROOF. 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/ UNBLOCKED HORIZONTAL PANEL EDGES. 16 WOOD BLOCKING IS REQUIRED FOR SHEARWALLS LESS THAN 5' IN LENGTH. 16* 9. MINIMUM STRUCTURAL ROOF SHEATHING REQUIREMENTS FOR METAL ROOF CLADDING IS SAME AS SHINGLE ROOF. SHOULD (18) 0,162" x 2 Y" I N ROOF MANUFACTURER'S INSTALLATION DRAWINGS REQUIRE SPECIFIC ROOF SHEATHING EXCEEDING THE STRUCTURAL 2. 3. MINIMUM, CONTRACTOR SHALL PROVIDE ROOF SHEATHING IN ACCORDANCE WITH ROOFING SPECIFICATIONS. 1,2,3 TABLE 3: MAXIMUM EXTERIOR WALL STUD SPACING IN O.C. NOTES 1 2 3 , STRUCTURE. D UPLIFTS ON THE TRUSS SHOP DRAWINGS RESTRAINT SYSTEM FOR THIS S AS SUCH, THE REPORTS U NOTES. ` 1. STUD SPACINGS ABC3 ARE�TiE MAXIMUM REQUIRED ACCORDING TO STUD HEIGHT AND TYPE, UNLESS N TED OTHERWISE ON PLAN. 2. IF STUD SPACING IS NOT LISTED, STUD SIZE AND GRADE IS NOT APPLICABLE AT THAT WALL HEIGHT. 3. (*) STUD SPACING INSTABLE DESIGNATED WITH ASTERISK REQUIRES ALL NON -CORNER STUDS LOCATED IN ALL END ZONES TO BE DOUBLED, FASTEN STUDS, -PER FRAMING NOTE #5, SEE END ZONE KEYMAP LOCATOR BELOW TABLE 1 FORIEND ZONE LOCATIONS:' 4. ALL NOWBEAPING WALLS MAYBE FRAMED W/ 2x_ STUDS AT MAX 24" O.C. TABLE 4; NAILSIZE LEGEND TABLE 5: FASTENERS IN END ZONE KEY MAP END ZONE: END ZONES SHALL BE AS THE 1ST 4.0' PER IRC FIGURE R301.2 (7) NOTES 1, 2, 3, 4 FASTENER TYPE STUCCO FINISH -U360 DIAMETER LENGTH FLEXIBLE FINISH -L/120 2%" 8d RINGSHANK BEARING CONDITION 2-%" WALL HEIGHT 0.148" 1 y2" 10d WALL HEIGHT 3" 10d COMMON 0.148" &STUD TYPE 12d COMMON 0.148" 3 Y" 16d SINKER 0.148" 31-/4" , 0.162" 3%" U 9 10d COMMON ( ) 8 FT 9 FT 10 FT 11 FT 12 FT 8 FT 9 FT 10 FT 11 FT 12 FT EACH END OF 2x4 SPF STUD 16 16 12 -- -- 16 16 16* 12 -- 4.0 FT 1 ST FLOOR Yp END ZONE (18) 0,162" x 2 Y" I N CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE' BU►LDINGOFFICIAL. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. . FASTEN ALL TRUSSES A --LID RAFTERS TO TOP WITH 3 8d TOE NAILS: rN O 2. 3. ALL SW SHEAR WALL SHEATHING TO BE FASTENED TO FRAMING PER TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS. PLAN WITH WIND WANDD R A WALLR IRE. STUD GROUP N H SW SHEAR WALLS INDICATED ON O 00 OPENINGS WITHIN THE SHE R REQUIRE S U G OU AND OLD DOWNS ONLY AT 1,2,3 STUD/BEAM/TRUSS 1,2.3 STUD/BEAM/TRUSS STRUCTURE. D UPLIFTS ON THE TRUSS SHOP DRAWINGS RESTRAINT SYSTEM FOR THIS S AS SUCH, THE REPORTS U z 2x4 NO.2 SPF 16 16 16* -- -- 16 16 16 16 12 U_ (2)2x4 NO.2 SPF 16 16 16 16 16 16 16 16 16 16 O O 2x6 SPF STUD 16 16 16 16 16 16 16 16 16 16 MSTA24 (9) 10d COMMON ,. , , E OF %" !3 x 6" EMBED ANCHOR % fdx 6 EMBED ANCHOR " RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS EACH END EACH END ( ) IN CONCRETE IN CONCRETE (20) Y4" x 3" SDS SCREWS (24) 3" WS IN STUD ifrST S j e♦♦ O 2x6 NO.2 SPF 16 16 16 16 16 16 16 16 16 16' 13 10d CO MO ( ) COMMON 2x4 SPF STUD 16 12 -- -- 16 12-- EACH END IN CONCRETE 0 2x4 °NO.2 SPF 16 16 16* -- -- 16 16 12 ` 12 -- Z � 11 10d x 1Yz'` IN STHD14 STUDS STAD14 STUDS HT TRUSS/RAFTER HTW20 TRUSS/RAFTER Qp LLO 22x4N F O O.2 SP" 16 16 16 16 16 16 1 6 1 6 16 16 O� STUD STUD 11-20-2017 1 " (10) 10d x 1 / NAILS IN 10 16d COMMON NAILS ( ) 1 " (5) 8d x 1/ IN 0 U- 2x6 SPF S D 16 16 16 16 16 16 16 16 16 16 Y2" „ O x6 EMBED EPDXY 1 „ „ / 0 x6 EMBED EPDXY HA8 1 „ (5) 8d x 1/ IN TOP RT7AT i „ (5) 8d x 1 / IN TOP OR SCREW ANCHOR OR SCREW ANCHOR PLATE PLATE (5) 10d x1 Y" IN (5) 10d x1 Y" IN 2x6 N0.2 SPF; 16 16 16 16 16 16 16 ` 16 16 16 NOTES. ` 1. STUD SPACINGS ABC3 ARE�TiE MAXIMUM REQUIRED ACCORDING TO STUD HEIGHT AND TYPE, UNLESS N TED OTHERWISE ON PLAN. 2. IF STUD SPACING IS NOT LISTED, STUD SIZE AND GRADE IS NOT APPLICABLE AT THAT WALL HEIGHT. 3. (*) STUD SPACING INSTABLE DESIGNATED WITH ASTERISK REQUIRES ALL NON -CORNER STUDS LOCATED IN ALL END ZONES TO BE DOUBLED, FASTEN STUDS, -PER FRAMING NOTE #5, SEE END ZONE KEYMAP LOCATOR BELOW TABLE 1 FORIEND ZONE LOCATIONS:' 4. ALL NOWBEAPING WALLS MAYBE FRAMED W/ 2x_ STUDS AT MAX 24" O.C. TABLE 4; NAILSIZE LEGEND TABLE 5: FASTENERS IN END ZONE KEY MAP END ZONE: END ZONES SHALL BE AS THE 1ST 4.0' PER IRC FIGURE R301.2 (7) NOTES 1, 2, 3, 4 FASTENER TYPE ACZA DIAMETER LENGTH 8d COMMON 0.131" 2%" 8d RINGSHANK 0.113" 2-%" 10dx 1-Yz" 0.148" 1 y2" 10d 0.131" 3" 10d COMMON 0.148" 3" 12d COMMON 0.148" 3 Y" 16d SINKER 0.148" 31-/4" 16d COMMON 0.162" 3%" r NOTES: PRESSURE TREATED LUMBER PRESERVATIVE FASTENER TYPE ACZA STANDARD CARBON STEEL SODIUM BORATE (NOTE 1) STAINLESS CONNECTORS AND SW3 FASTENERS REQUIRED. SIMPSON FASTENERS USP CONNECTOR MUST HAVE ALL OTHER PT Z -MAX, G120' R TRIPLE ZINC (INCLUDING ACO & MCQ) COATED FINI H. (8) Y4" x %" WS15-GC ALL FASTENERS MUST BE HOT 5. DIPPED GALVANIZED. 1,2,3 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1. SILL PLATES W/ SODIUM BORATE TREAT ENTS BEARING ON SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM RTE OVER VAPOR BARRIER ARE OT DIRECTLY SIZE APPLY TO FASTENERS CONC E OV F1867. NOMINAL DIAMETER S S S EXPOSED TO EARTH OR WEATHER AND AVE BEEN PROVEN BEFORE APPLICATION OF PROTECTIVE COATING. TO BE NON -CORROSIVE TO CARBON STEEL FASTENERS. 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF A WOOD DUE TO FASTENER PENETRATION, THE BORED HOLE SHALL NOT EXCEED 75% OF THE NAIL OR SPIKE DIAMETER. 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. CONCRETE AND FOUNDATION NOTES 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT28 DAYS (UNO). 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO). ROWS BELOW ARE EQUAL USP & SIMPSON CONNECTORS IN CORRESPONDING O Q ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE 2ND LEVEL STRAPPING SW1 DTT2Z MSTA36/CS18 SW2 SIMPSON (2) MSTA36/CS18 SW3 SIMPSON SIMPSON FASTENERS USP USP FASTENERS SIMPSON FASTENERS USP USP FASTENERS O O 0 8 Y4" x'1 Y" SDS SCREWS O Z (8) Y4" x %" WS15-GC 11. DO NOT SCALE FOOTING DIMENSIONS AND. LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE:FOOTING LOCATION FROM -TIE 5. _ 1,2,3 1 „ IN STUDY"Qix4/ 1,2,3 WOOD SCREWS IN STUD U 9 10d COMMON ( ) HOLE THE CONCRETE AND PLATE. MANUFACTURER'S SPECIFICATIONS MUST B MusTF1LLTHE Hos E (9) 10d COMMON DTT2Z EMBED EPDXY OR DTB-TZ 1 " / O x 4Y2".EMBED EPDXY CS18 EACH END O F CS20 EACH END OF THE WITH THE TRUSS SHOP DRAWINGS. SCREW ANCHOR 6. OR SCREW ANCHOR „� * HEAD DESIGNATED♦ 5 O ERS WITH AN ASTERISK REQUIRE MIN 2x6 WALL FRAMING. STRAP SEGMENT IS IDENTIFIED AS SW1 SW2 SW3 SW4 OR SWB ON THE PLAN. _ WALL SEG SPH w/ (12) 10d x 1 / @ 16 .C. OR L HALL PROVIDE DE - S STRAP (18) 0.162" x 2 Y" IN 4.0 FT 1 ST FLOOR Yp END ZONE (18) 0,162" x 2 Y" I N CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE' BU►LDINGOFFICIAL. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. . FASTEN ALL TRUSSES A --LID RAFTERS TO TOP WITH 3 8d TOE NAILS: rN O 2. 3. ALL SW SHEAR WALL SHEATHING TO BE FASTENED TO FRAMING PER TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS. PLAN WITH WIND WANDD R A WALLR IRE. STUD GROUP N H SW SHEAR WALLS INDICATED ON O 00 OPENINGS WITHIN THE SHE R REQUIRE S U G OU AND OLD DOWNS ONLY AT 1,2,3 STUD/BEAM/TRUSS 1,2.3 STUD/BEAM/TRUSS STRUCTURE. D UPLIFTS ON THE TRUSS SHOP DRAWINGS RESTRAINT SYSTEM FOR THIS S AS SUCH, THE REPORTS U 7 10d x 1 Y" () z 7. 7 10d x-1 Y" () HTT4 5 „ „ x 6 EMBED ANCHOR0 f1i/ /e a HTT45 5 ,, x 6 EMBED ANCHOR MTS12 EACH END MTW12 EACH END IN CONCRETE BE FASTENED IN CONCRETE N 14 TABLE R401.4.1 AND SHALL BE FREE OF ORGANIC MATERIAL ACCORDANCE WITH FRC 5TH EDITION (20 )TABLE ND COHESIVE SOILS. 4. - - AR WALL DETAIL LOCATED ON THE DETAIL SHEET. SWB SEE SWB SPECIAL SHE SH 9. PLANK. RIENTED HEADER REQUIREMENTS (26) 0.162" x 2 Y2" IN REVISIONS - (26) 0.162" x 2 Y" IN TO BOTTOM OF HEADER WITH 2 ROW O S 0.131 0 X 1/ EMBED INTO HEADER @ 8 O.C. STAGGERED.. .. .. -� Lr 1,2,3 HTT5 STUD/BEAM/TRUSS 123 HTT45 STUD/BEAM/TRUSS MSTA24 (9) 10d COMMON MSTA24 (9) 10d COMMON ,. , , E OF %" !3 x 6" EMBED ANCHOR % fdx 6 EMBED ANCHOR " RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS EACH END EACH END ( ) IN CONCRETE IN CONCRETE (20) Y4" x 3" SDS SCREWS (24) 3" WS IN STUD ifrST S j e♦♦ O H - DS3 DQS S IN STUD GROUP PHD8 GROUP TA MS 36 13 10d COMMON ( ) MSTA36 13 10d CO MO ( ) COMMON Z" O x 12" EMBED ANCHOR $" O x 12" EMBED ANCHOR EACH END EACH END IN CONCRETE IN CONCRETE t INTO 38 16d SINKERS 38 16dSINKERS INTO ) 1 " IN 11 1Od x 1/2 11 10d x 1Yz'` IN STHD14 STUDS STAD14 STUDS HT TRUSS/RAFTER HTW20 TRUSS/RAFTER WET EMBED IN WET EMBED IN -120 (11) 10d x %" IN Ivo. x,457 (11)10d x 1Y" IN CONCRETE CONCRETE STUD STUD 11-20-2017 1 " (10) 10d x 1 / NAILS IN 10 16d COMMON NAILS ( ) 1 " (5) 8d x 1/ IN (5) 8d x1 Y" IN 2 LTT20B STUD 2 LTS19 IN STUD H2.5T/ TRUSS RT7/ TRUSS Y2" „ O x6 EMBED EPDXY 1 „ „ / 0 x6 EMBED EPDXY HA8 1 „ (5) 8d x 1/ IN TOP RT7AT i „ (5) 8d x 1 / IN TOP OR SCREW ANCHOR OR SCREW ANCHOR PLATE PLATE (5) 10d x1 Y" IN (5) 10d x1 Y" IN (12) 16d COMMON NAILS 1 (12) 16d COMMON NAILS TRUSS TRUSS ABU44 5 „ /e f1� x 7 EMBED EPDXY PAU44 5 „ „ / f11 x 7 EMBED EPDXY H8 1 „ (5) 10d x 1 / IN RT' 1 „ (5) 10d x 1 /2 IN TOP PLATE TOP PLATE (12)16d COMMON NAILS (12) 16d COMMON NAILS (9) 10d x1 Y" IN (8) 8d x1 Y2" IN ABU66 %'' O x 7" EMBED EPDXY 1' PAU66 V 0 x 7" EMBED EPDXY TSP STUD LFTA6 STUD (12 EMBED AT GARAGE (12 EMBED AT GARAGE (6) 10d x 1 Y IN 1, (8) 8d x 1 /' IN DOOR RETURNS) DOOR RETURNS) PLATE PLATE HU48, 14 16d COMMON IN HD48, 14 16d COMMON IN (6)10d COMMON (6) 10d x 1 Y" IN HUC48, HEADER HD481F, HEADER DSP 1N TOP PLATE RSPT6-2. TOP PLATE HU28-2, (6) 10d COMMON IN BEAM HD28-2, (6) 10d COMMON IN BEAM (8) 10d COMMON (8) 10d x 1 Y" HUC28-2 HD28-21F IN STUD/HEADER STUD/HEADER HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN (26) 16d SINKER IN (28) 16d SINKER IN HUC410, HEADER HD4101F HEADER WALL FRAMING WALL FRAMING HU210-2, (10) 10d COMMON IN HD210-2, (10) 10d COMMON IN LGT3 (12) SDS Yd' x 2 2" LUGT3 (12) WS25 Y4" x 2 4' HUC210-2 BEAM HD210-21F BEAM IN TRUSS IN TRUSS (4) Y4" x 1 Y" SDS SCREWS (4)Y4" x 1Y" WS15 SCREWS HGA10KT IN TRUSS/RAFTER 1 „ „ SCREWS IN (4) /a x 3 SDS SCR HGA10 IN TRUSS/ RAFTER 4 1 "x 3" WS3 SCREWS LN O SDWC14500, SDWC15600 NO USP EQUIVALENT TOP PLATE TOP PLATE TITEN HD DIA. & EMBED SPECIFIED WEDGE DIA. &EMBED SPECIFIED ON PLAN BOLT+ ON PLAN ..:................... I NS ST -2 ...................... FOUNDATION PLAN ...:::.............1ST LEVEL ST -3... E STRUCTURAL FRAMING PLAN t ST-3A....................1ST LEVEL ROOF FRAMING PLAN ST -4 .....::............... 2ND LEVEL STRUCTURAL FRAMING PLAN (IF APPLICABLE) M ST -4A_ .................. 2ND LEVEL ROOF FRAMING PLAN IF APPLICABLE M ST -5 .......................TYPICALWALL SECTION SHEET ^ ST -6 .....::............... SECTIONS AND DETAILS ST -7 ....... (IF APPLICABLE ............... SECTIONS AND DETAILS` ) 0 O LEGEND N C) LO „: OR OR PROVIDED SHALL MEAN THAT EITHER OPTION PR I O E S AN EQUAL F ' CV ALTERNATIVE FOR THE APPLICATION SHOWN CSI ('V UNO UNLESS NOTED T ED OTHERWISE ON PLAN OR DETAIL dD M EOR ENGINEER OF RECORD 14" J EW EACH WAY ■ O7 LL OSB ORIENTED STRAND BOARD c WSP WOOD STRUCTURAL C URAL PANEL � SYP SOUTHERN YELLOW PINE N CV V SPF SPRUCE -PINE -FUR CV c CONT CONTINUOUS M O.C. ON CENTER E m _I LSL 1.55E TIIIBERSTRAND LSL ENGINEERED LUMBER, 1 3/4" WIDE, UNO: LL (3 1/2" WIDE LSL BEAMS ARE EQUIVALENT TO 2 -PLY 1 3/4" BEAM) LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER 1 3/4" WIDE W - PSL 2.OE PARRALLAM PSL ENGINEERED LUMBER, 3 1/2" WIDE, UNO. J_ C: SYS 42 PROPERLY RATED OPEN WEB HEADER' O CO) Z' 0 Y INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS U OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS w INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM UQ 1 BOTTOM^.,PLATE ANCHORAGE IS „ ANCHOR @ 8'-0" O.C. (UNO ON FRAMING PLAN OR $W SPECIFICATIONS :3CV O STRUCTURAL WOOD BEAM d' W W FOUNDATION KEYNOTE CALLOUT L- A W F- STUD COLUMN KEYNOTE CALLOUT s` M NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. 0 U O NUMBEROF STUDS BEL W B AM/ IRDER TRUSS. STUDS M � TO MATCH WALL FRAMING SIZE AND GRADE, UNO. 00Q 2 2 STUDS M w a � p, ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN 2 ANCHOR Z O 0 BOTTOM OF STUD COLUMN CONNECTION (- • 1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN • 2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. ANCHOR" REQUIRES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN dam' x 0 NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE h w w a Q 0 NOTES: 1 Q❑ N0 0wLL4Z 1d „ Wiz W❑ 1. EPDXY ANCHOR EMBED FOR HOLD-DOWN CONNECTORS ANCHORED IN CMU TO BE 12 INCHES. OPTIONAL SIMPSON / x12 TITEN HD OR USP WEDGE HEADER STRAPPING KEYNOTE CALLOUT W t] I 0 � ❑ Z U U � J- 6047+ IS AN ACCEPTABLE ALTERNATIVE ANCHOR INTO TOP OF MASONRY STEMWALL IN ALL CASES EXCEPT GARAGE RETURN HOLDDOWNS. u7 N ❑ - l- Z m 0 U 10 � NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD ti _� } Z W 0 _j m L, Z z 0 2. REFER TQ RATING NOTES THIS SHEET FOR ACRYLIC TIE INSTALLATION SPECIFICATIONS. a 0 _ w 3. PRODUCT CTED USING SIMPSON 2015-2016 CATALOG AND USP PRODUCT CATALOG 57TH EDITION. PRODUCTS MAY BE SUBSTITUTED WITH F W w ❑_ m Q a _Q ❑ a TYPE OF STRAP CONNECTING HEADER TO JACK STUD W a ❑ m W w )7 U 0 EQUAL OR BETT PPROVED'ALTERNATES. REFER TO RESPECTIVE CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 1 MSTA24 Z p W ❑ W W � a ul D aW� l-�F� w 4. IF CONNECTOR IS N ISTED ABOVE, CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS, 1 DTT2Z 0 m z 0 KING/JACK GROUP BOTTOM CONNECTION (!) 0 a Z F W � m 5. POSITIVE PLACEMENT G AILS 2 / LONG WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST a }Li Y2" � • 1ST LEVEL STUD GROUP. HOLDDOWN REQUIRED AT BASE OF STUD GROUP � Z ❑ N rn _ w BASE ANCHORS, CS18, AND TA FLAT STRAPS. W Q a I- Q in m I W W m E- N W a • 2ND LEVEL STUD COLUMN. STRAPPING REQUIRED FROM 2ND LEVEL STUD W p W E- I I W 0 z U Z 4 Fm_ja F- Z <LL GROUP 701ST LEVEL STUDS/HEADER/BEAM. I 0 Q F tr W_1 . (0 4F_z pwpz;Wa070❑ TABLE 8. SPECIFIED SW WALLS 4 Z i _ X - NUMBED OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP D 0 W a I m 0 w j 0 4 a SW TYPE 1ST LEVEL HOLD DOWN 2ND LEVEL STRAPPING SW1 DTT2Z MSTA36/CS18 SW2 HTT4 (2) MSTA36/CS18 SW3 HTT5 (3) MSTA36/CS18 SW4 HDQ8 (4) MSTA36/CS181 M 04OQL3 ZwWzw0<2W FADER FRAMING KEYNOTE CALLOUT Z z X F- ❑ F_ I W 0 Z _ W Q W (2),2x10 - 1/ 2-.- - NUMBER OF KING STUDS EACH SIDE OF OPENING -� W w W z X 4 w U Q a m- w Z W w <MW2PDq_lzMWW . Z Z W MZZJ I- Z NUMBER OF JACK STUDS EACH - - I >- Q - U 0 0 w C SIDE OF OPENING 0 ❑ ❑ z p a 0_ z Q= p D z },LL m W a (q _ Z F SIZE OF HEADER (ALL HEADERS TO BE NO.2 SYP) OR WSP Z W 0 4 m Z a Q F_ Z a i F- Q W w z 0� 0 W 0 F N I X W 0- Q IQZ}ZIQU1il�-pIWQ� NUMBER OF PLIES IN HEADER p Z I z H H Y❑ Z WE) W w Z a W❑I W Q ENGINEERED LUMBER HEADER FRAMING KEYNOTE CALLOUT I� z 3 N a uFi Q 0 m F Z 0 n (2) 9 1/2" LSL-1/2 NUMBE � OF KING STUDS EACH SIDE OF OPENING NUMBER¢OF JACK STUDS EACH SIDE OF OPENING Z SHEET NO.: HEADER 11aATERIAL (ALL HEADERS TO BE DESIGNATED AS LSL, LVL, PSL, OR SYS42) 0 ST -1 DEPTH OFIiEADER C( ` STRUCTURAL NUMBER OF PLIES IN HEADER (1 3/4" WIDE UNO) 0 HEADER FRAMING 11 SPECIFICATIONS 1. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH OTHER WITH (2) ROWS 10d @ 8" O.C. 0 JOB NO.: STAGGERED_ 2. WSP HEADERS ARE WOOD . TRUCTURAL PANEL HEADERS AND HAVE T U HE FOLLOWING REQUIREMENTS: Q AT7352 • SHEATHING TO MATCH S ECIFICATION FOR EXTERIOR WALLS, SEE TABLE 2. ALL 0 • ATTACH TO A_L FRAMING EMBERS (KING STUD, TOP PLATE, HEADER SILL, CRIPPLES, ETC.) W/ 8d - SUBDIVISION: COMMON @ 3" O.C. • . 0 EITHER TOP OR BOTTOM PLY OF Atlantic Beach TiDBL TOP PLATE MUST SPAN CONTINUOUS OVER OPENING, SHEATHING J MUST BE EDGE NAILEDO CONTINUOUS PLY OF PLATE LL • NO.2 SPF HEADER SILL INSTALLED ABOVE OPENING W/ (1) CRIPPLE STUD AT EACH END Country CIU% • WALL SHEATHING ABOVE 6PENING MUST BE CONTINUOUS (OR PROPERLY SPLICED PER TYPICAL WALL Q SECTION SHEET) FROM TCW OF PLATE TO HEADER BELOW OR SILL PLATE ABOVE OPENING LOT NO.: 3. FASTEN ALL MULTI -PLY HEADERS TOGETHER WITH (2) ROWS 10d @ 8" O.C., STAGGERED ALONG EACH EDGE. Z 133-1 4. FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS.' 5. IF HEADER NOT SPECIFIED, NTACT ENGINEER OF RECORD. FLOOR PLAN: 6. UNO ON PLAN, MIN (1) SDWC 600 TOP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE 0 CONNECTION REQUIRED EA SIDE OF OPENING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRST 0 FLOOR HEADER WHEN A 2ND LEVEL F _, Model Home CONTINUOUS ROUGH OPENING WIDTH 1 (NOTES ,2) N RADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR 8. CONCRETE FLOOR SLABS O G S 3. STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO). ALL REINFORCINGi ) „ LAPPED 6 AND SEALED OVER CLEAN COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TR DOWN. MENT FOR PREVENTION OF _ - LOOR SYSTEM IS ABOVE. 7. TOP PLATE TO HEADER CON' CTION PER ONE OF THE FOLLOWING OWING (NO CONNECTION REQUIRED FOR 0 2 2x4 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF 7. SEE WALL SECTION (2) 2x6* RECORD IF THIS CONDITION EXISTS. 4' ALL REINFORCING STEELSHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 24" LONG #4 BAR IS ECOMMENDED TO BE NOTES: O O 0 OPENINGS 39" OR LESS, AT P HEADERS OR AT FIRST FLOOR HEADERS WHEN A 2ND L LEVEL FLOOR Z DESIGNED: GED. 11. DO NOT SCALE FOOTING DIMENSIONS AND. LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE:FOOTING LOCATION FROM -TIE 5. 5 INSTALLED AT ALL REENTRANT CORNERS. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE 1/2 T 2 INCHES IN LENGTH: INCH O C FULLY SHEATHED WITH OSB OR PLYWOOD. ALL TYPICAL TER. WALLS ARE SHEAR WALL AND ARE PART F THE 1. THE EXTERIOR WALLS ARE FU E C LEX OR E S O SYSTEM IS ABOVE. U p DAE�RTD HOLE THE CONCRETE AND PLATE. MANUFACTURER'S SPECIFICATIONS MUST B MusTF1LLTHE Hos E SUBMIT THEM UNDER SIGN AND SEAL FOLLOWED FOR PROPEL INSTALLATION. DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S B DESIGNED N ER THE L PLANS SHALL EUNDER 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY UNO. ALL WATERPROOFING AND FIRE SAFETY. , - SYSTEM. IT BUILDING'S MAIN WIND FORC E RESISTING S S E ADDITIONAL FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY AS NOTED ON THE PLAN OR „ TOP PLATE T HDR W/ _ O O SDWC15600 @MAX 32 O.C. AS SHOWN, ALTERNATE SECTION (HEADERS),ST 5 W THE WITH THE TRUSS SHOP DRAWINGS. 6. REVIEWED. „� * HEAD DESIGNATED♦ 5 O ERS WITH AN ASTERISK REQUIRE MIN 2x6 WALL FRAMING. T RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SEGMENT IS IDENTIFIED AS SW1 SW2 SW3 SW4 OR SWB ON THE PLAN. _ WALL SEG SPH w/ (12) 10d x 1 / @ 16 .C. OR L HALL PROVIDE DE - S F- 4.0 FT 4. 4.0 FT 1 ST FLOOR Yp END ZONE 6. CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE' BU►LDINGOFFICIAL. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. . FASTEN ALL TRUSSES A --LID RAFTERS TO TOP WITH 3 8d TOE NAILS: rN O 2. 3. ALL SW SHEAR WALL SHEATHING TO BE FASTENED TO FRAMING PER TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS. PLAN WITH WIND WANDD R A WALLR IRE. STUD GROUP N H SW SHEAR WALLS INDICATED ON O 00 OPENINGS WITHIN THE SHE R REQUIRE S U G OU AND OLD DOWNS ONLY AT _ DSP w/ (14) 10d x 1 / @ 16 O.C. OR FASTEN TRUSS DIRECTLY; O HEADER - �� W/ MTS OR HTS w/ (14) 10d x 1 1/2 (OR EQUAL APPROVED EOR). X W DBM 2ND FLOOR TYp END ZONE FDESIGNATION STRUCTURE. D UPLIFTS ON THE TRUSS SHOP DRAWINGS RESTRAINT SYSTEM FOR THIS S AS SUCH, THE REPORTS U ( ) DESIGNATION- 7. EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPAC EARTH AND EA TY OF 2 000 sf IN p C� F DESIGNATED WALL OR PORTION THEREOF AS NOTED ON STRUCTURAL PLAN. EXTREME ENDO DES GNA „ „ �* � Q 5. CONNECT ALL TRUSSES TO TOP PLATE AS SPECIFIED ON THE TYPICAL WALL SECTION SHEET. THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. BE FASTENED N 14 TABLE R401.4.1 AND SHALL BE FREE OF ORGANIC MATERIAL ACCORDANCE WITH FRC 5TH EDITION (20 )TABLE ND COHESIVE SOILS. 4. - - AR WALL DETAIL LOCATED ON THE DETAIL SHEET. SWB SEE SWB SPECIAL SHE SH 9. PLANK. RIENTED HEADER REQUIREMENTS AND SUBMITTED THE REVISIONS - DATE TO BOTTOM OF HEADER WITH 2 ROW O S 0.131 0 X 1/ EMBED INTO HEADER @ 8 O.C. STAGGERED.. .. .. -� Lr COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY: IT IS Tl- , E OWNER'S OR CONTRACTOR'S 5. 2ND LEVEL SW SHEAR WALLS - END STUDS OF SW WALL TO BE ANCHORED PER ONE OF THE FOLLOWING. - NOTE 6 APPLICABLE TO ALL 0 ,. , , E OF RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS 1 • HOLD DOWN WITH FULL -HEIGHT DIA. ROD TO SLAB, END STUDS TO BE CONTINOUSLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB. 2 ( ) CONTINUOUS ROUGH OPENING WIDTH 1 (NOTES ,2) N RADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR 8. CONCRETE FLOOR SLABS O G S N S TO MATCHING 1ST LEVEL STUD GROUP BELOW W/ STRAPPING AS NOTED. 1ST LEVEL STUD GROUP TO SLAB WITHHOLD RETARDER WITH JOINTS 2ND LEVEL END STUD LL BE PREPARED IN ACCORDANCE WITH CRITERIA I LOCATED N SHEET SIGN C S O O „ LAPPED 6 AND SEALED OVER CLEAN COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TR DOWN. MENT FOR PREVENTION OF _ 1. FOR OPENING WIDTH R S GREATER R THAN OR E EQUAL TO 48 FASTEN S PLANK HDR TO STUD GROUP WITH MIN 6 1Od , ( ) SUBTERRANEAN TERMITES. 6. DESIGNATED "SW' SHEARWALLS WITH A COMMON CORNER REQUIRE 1 HOLDDOWN WHICH IS TO BE LARGEST OF THE TWO`HOLDOWNS SPECIFIED UNO. W O OR RECOMMENDED BOTTOM PLATE ANCHOR OPTIONS. EE TABLE 7 FOR HOLD-DOWN ANCHOR REQUIREMENTS. SHEET F O O S Q 2 2x4 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF 7. SEE WALL SECTION (2) 2x6* RECORD IF THIS CONDITION EXISTS. 4. GREATER THAN 1) 1" N THIN 12 HOURS OF CONCRETE 10. TO CONTROL CRACKING, CUT 1" SAWCUTS I THE SLAB INA 15'x15' GRID WI O O PLACEMENT. CONTACT EOR FRAMING NOTES O O 0 FOR ALTERNATIVE METHODS. CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK. ADHESIVE OR EQUAL SHALL BE USED IN L DRILLED AND EPDXIED ANCHOR APPLICATIONS. 1. SIMPSON ACRYLIC O L 2 2x4 O (3) 2x4 SEE FLOOR PLAN 11. DO NOT SCALE FOOTING DIMENSIONS AND. LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE:FOOTING LOCATION FROM -TIE 5. ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION ISNOT DETERMINATE FROM `U R DOWELED E OF FOUNDATION PLAN ANCHOR BOLT, THREADED ROD, O OW ED RE NFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN U - ALONE CONTACT THE ENGINEER OF RECORD. A HOLE AS SPECIFIED BY MANE TYPICALLY -L" TO 1" GREATER THAN SPECIFIED ANCHOR DIAMETER). ADHESIVE/EPDXY 16 8 . PRE-ENGINEERED TRUSSES & 1 -JOISTS HOLE THE CONCRETE AND PLATE. MANUFACTURER'S SPECIFICATIONS MUST B MusTF1LLTHE Hos E SUBMIT THEM UNDER SIGN AND SEAL FOLLOWED FOR PROPEL INSTALLATION. TOE -NAILS AT EACH END. 4. FOR PLATE HEIGHTS ABOVE O 11 SEE FLOOR PLAN FOR P �: LANK ORIENTED HEADER REQUIREMENT. Q r FL R TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THEARCHITECTU 1. ROOF OR 00C B DESIGNED N ER THE L PLANS SHALL EUNDER 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY UNO. ALL WATERPROOFING AND FIRE SAFETY. , CONTINUOUS ROUGH OPENING WIDTH 1 (NOTES ,2) STUCCO FINISH -U360 MAXIMUM 11' FLEXIBLE FINISH -0180 MAXIMUM 11' LL BE PREPARED IN ACCORDANCE WITH CRITERIA I LOCATED N SHEET SIGN C S O O PLATE HEIGHT G T PLATE HEIGHT 1. FOR OPENING WIDTH R S GREATER R THAN OR E EQUAL TO 48 FASTEN S PLANK HDR TO STUD GROUP WITH MIN 6 1Od , ( ) GREATER THAN 48" UP TOU" " (NOTE 3) (2) 2x4 2 2x4 p z GREATER THAN 75" UPT0 111" (2) 2x6* (3) 2x4 4. GREATER THAN 1) 1" SEE FLOOR PLAN SEE FLOOR PLAN O O 0 GREATER THAN 48" UP TO, 5" (NOTE 3) GREATER THAN 75" OF TO 111" GREATER THAN 11" 2 2x4 O (2) 2x6* SEE FLOOR PLAN 2 2x4 O (3) 2x4 SEE FLOOR PLAN m W Z 0 W Q z Cn SUPERVISION OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SH _ ANSI/TPI 2002 AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. 'D LL BE PREPARED IN ACCORDANCE WITH CRITERIA I LOCATED N SHEET SIGN C S O O 3. SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN 1. FOR OPENING WIDTH R S GREATER R THAN OR E EQUAL TO 48 FASTEN S PLANK HDR TO STUD GROUP WITH MIN 6 1Od , ( ) O - RUCTURAL NGINEERING - F HE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND ST 1 0 T CONSTRUCTION IS COMPLETE. HALLBE LEFT IN PLACE AFTER 4. FLORIDA BUILDING CODE TABLE' 2304.9.1. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. TOE -NAILS AT EACH END. 2. WINDOWS WITH INTERMEDIATE JACK STUDS MAY BE TREATED AS SEPARATE OPENINGS. .- - 2. _ c L BE DESIGNED TO MATCH THE ORIENTATION SPAN DIRECTION SPACING BEARING TRUSSES OR I JOISTS SHALL M C LOCATION NAMING LOC O M G 5. _ „ PLY STUD COLUMNS AND CORNERS TOGETHER WITH 2 `R WS 10d 8 O.C. STAGGERED.. FASTEN ALL MULTI O O @ FOR OPENING T 3 O O ENI G WID HS LESS T AN 48 A SINGLE NGLE 2x PLATE IS SUFFICIENT. FASTEN PLATE STUDS WITH 3 1 _ Od ( ) U - CONVENTION OF THE LAYOUT SHOWN HERE. N DESIGN AND SPECIFICATIONS AND TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION SUBMIT THEM UNDER SIGN AND SEAL UPPER LEVEL MULTI -PLY' STUD GROUPS BELOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR SYSTEM TO FOUNDATION. REQUIRED BELOW HEADER JACK/KING STUD GROUPS). TOE -NAILS AT EACH END. 4. FOR PLATE HEIGHTS ABOVE O 11 SEE FLOOR PLAN FOR P �: LANK ORIENTED HEADER REQUIREMENT. Q LL�r ♦, B K � ... •• R 3. THE WITH THE TRUSS SHOP DRAWINGS. 6. (NOT. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH 4 8d TOE NAILS OR 2 16d COMMON END NAILS. „� * HEAD DESIGNATED♦ 5 O ERS WITH AN ASTERISK REQUIRE MIN 2x6 WALL FRAMING. %.• •• .•'�i _ ♦ GEN • '� \ l- a 4.0 FT 4. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATlO DURING THE DESIGN OF THE UPLIFT U 7. . FASTEN ALL TRUSSES A --LID RAFTERS TO TOP WITH 3 8d TOE NAILS: rN O 6. IN SITUATIONS WHERE PLAT HEIGHT ELEVATION VERSUS TOP OF OPENING ELEVATION DOE NOT ��. S O PROVIDE FRAMING s DEPTH ADEQUATE FOR PLANK IE Q K ORIENTED HEADER EA ER TO` BE INSTALLED GRAVITY TY HEADER HAS BEEN SIZED TO REIT RESIST �- � I .' 7 0 1 57 2ND FLOOR TYp END ZONE FDESIGNATION STRUCTURE. D UPLIFTS ON THE TRUSS SHOP DRAWINGS RESTRAINT SYSTEM FOR THIS S AS SUCH, THE REPORTS U MAYBE DISREGARDED. 8. _ SS GIRDERS AND BEAMS. TO HAVE OLID STUD GROUP BELOW MATCHING GIRDER OR BEAM ALL MULTI PLY TRU S OU O T OUT OF PLANE WIND LOADS. ANY SHIM M MATERIAL BETWEEN TOP OF OPENING &BOTTOM OF HEADER SHALL C� 5. CONNECT ALL TRUSSES TO TOP PLATE AS SPECIFIED ON THE TYPICAL WALL SECTION SHEET. THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. BE FASTENED . 6. - ACHIEVE THE FLOG DEPICTED N THE ARCHITECTURAL PLANS SHALL BEDESIGNED 1 JOISTS FABRICATED TO C R PLANS DE C O AND SUBMITTED THE � TO BOTTOM OF HEADER WITH 2 ROW O S 0.131 0 X 1/ EMBED INTO HEADER @ 8 O.C. STAGGERED.. .. .. -� Lr ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA,THIS SHEET. 0 ,. , , E OF W ifrST S j e♦♦ O crt N A1- �,♦� +rer�tttt�� X W a Q Derek B. Murray, P.E. METAL CONNECTOR ENGINEERINGP.E. Ivo. x,457 11-20-2017 GENERAL FOUNDATION NOTES 4 CONCRETE SLAB W/ 1. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE 6x6 W1.4 xW1.4 WWF OR A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 5TH - E H FIBERMESH EDITION (2014) TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF L 11 MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR Cfl 8" MIN CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. N . F/7,77,7-7 \�\\ \\ \\ o n 28 MAX 2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT r" t\\.\�\\\\\\\\\ -- „ 04 SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. t /\ VAPOR BARRIER // ti/ MIN./ 44-8 3. SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN M , 12 /\/\/\/\/ /// \\//�\//�\//\\/\\ ACCORDANCE WITH THE FLORIDA BUILDING CODE. CONSULT ARCHITECTURAL M •�n • �\ \\\i\\\j PLANS FOR LOCATION OF SLIDING GLASS DOORS. �. " 24'4" / T-4" 19'- 4. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. SEE DETAIL SHEETS FOR ALTERNATE STEMWALL SECTIONS. cC FOOTING TO BEAR ON 6" OPT. EXTENSION IN BRICK- SOIL 5. 24 LONG # 4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT p 0)- � FIRM UNDISTURBED LOCATIONS ON FND PLAN • 12" SQ. SOLID FILLED FORM & POUR"CONC. CORNERS, SEE "RE-ENTRANT CORNER DETAIL" THIS SHEET. O N 0 PEDESTAL OR CMU BASE 2 TOTAL — , O 6. 8x8 THICKENED EDGE ASSUMES FRONT OF GARAGE SLAB RETURNS TO L 12" UNDER 1 STORY WALL ` WITH 2 #4 OR 2 #5 CONT ADDITIONAL NO. 4 OR NO. 5 O O • (2) #5 FULL HEIGHT VERTICAL TO BEND AND TIE TO FTG REINFORCEMENT AT BOTTOM EXISTING GRADE' REFER TO FOUNDATION SECTION # FOR 9 0 CMU FOUNDATION STEMWALL FOOTING CONTINUOUS BELOW DOOR �- CV N N BAR IN BRICK LEDGE OPENING SHOULD SITE FILL CONDITIONS NOT PROVIDE FOR SLAB AT M` 16„ UNDER 2 STORY WALL WITH (3)#4 OR (2)#5 CONT - - _ - .- - - - - - - - - - - - - - - - - - - - - - � GARAGE DOOR TO RETURN TO APPROXIMATELY EXISTING GRADE 1q, rn J U_ F TING sECTION MONOLITHIC 00 A FOUNDATION KEYNOTES: IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN , „ I I I D NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN N N M c� � � _„ 1 -0 VERTICALLY PER 3 0 HORIZONTALLY, I I 8x8” DEEP THICKENED EDGE CONTRACTOR HAS TWO CHOICES. - �. I (2) TOTAL I - v A W/'(1)#4 CONT _1 LL 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE 0 o F EOR TO PREVENT EROSION OF SOIL. OF 2, USE STEMWALL FOOTING I I I �; � 5 SIM 4 �� '� 12 DEEP FTG W/#4 @ 12 EW B UNDER BOX COLUMN, FTG TO BE W .J J '> 201-011 I 11-4 12-0 I I I PROJECTED MIN 6 AS SHOWN „ 16 SQx12 DEEP FTG W/ C (3)#4 EW > Z O U) O N ,[ U „ 4 CONCRETE SLAB W/ Y � 6x6W1.4xW1.4WWF -- - - - - - - - - - ----------- -� I V OR FIBER MESH 8 CMU CHAIR BLOCK W/ „ „ 24 SOx20 DEEP FTG W/ D � �C -� +r 1 #5 CONT. TOP OF SLAB O O _ ---------------- Z W I --------_--- I IT --------- — = I O - 3 #4 W O E „ „ _ N � O - / o I 30 SQx20 DEEP FTG W/ E d o I 1 N J I a--- - -- -N — I VAPOR BARRIER \ \ \\ \ 77-7 � \//\// // // . // I - I I I k 36"SQx20" DEEP FTG W/ F (4)#4 EW \/\ I /\� \\ I II I --- -- =C� II (n /\\ I \ \ #4 OR #5 VERT REINFORCING / / I //\//\// UP TO 3 COURSES: 72 O.C. \�\ 1 /\/\ I I I NOTE 3 0 I L 1 ( ( 48"SQx24" DEEP FTG W/ G #4 EW T&B (5) M 4 TO 5 COURSES: 48" O.C.\/\\/ \\!i 1 �,� p 2 p p I ► Y M @ SLAB ELEV @ SLAB ELEV @ SLAB ELEV I ( Q 00 ADDITIONAL #4 OR #5 IN FOOTING TO BEAR ON FIRM / //� o . / BRICK LEDGE `� I I I d UNDISTURBED SOIL I „ VERTICAL REINFORCEMENT 4 OPT BRICK LEDGEc?N NOTED ON FND PLAN I —I I I I U) TO HAVE 6" BEND AT BOTTOM I 1 I L IT } a CAST -IN-PLACE FOOTING SPECS I I I I � Ww z 20 ^ a W ❑ Q Z 0 a w 1 -STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2 -STORY. 10 x 20 W/(3) #4 OR (2) #5 CONT I I I TYPICAL REINFORCING � w 0❑ Z F Z o 0 u ;,.,. 0,_21„ 2 I I BARS AT THICKENED r. o N N a � W° - W w z >-a,0 Z j-mJzw0 CMU STEMWALL SECTION 1.,6'-1 _ �- „ 2 4-4 12 12-4-12'-6" I_ 4,_0., FOOTING, SEE PLAN O 4 F m w - 0 m Q a 4 a F a a > 0 1- 0 n W 0 2aF 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK o . _ � FORM& POUR REMAINDER W/ 1 #5 OF CURB O I I II MIN 24" LONG #4 OR #5 I I I BAR SET ATMID-DEPTH Z (n W o w w j W w rn N 0 O a w a F o a W p° m a z - w � m Z F O F FILLING BEHIND A STEM WALL, PARTICULARLY WH EN IT IS OVER 4 CONTINUOUS & #4 VERT I I 6 3}W=wNUIF-wW ( I I I I OF SLAB, TYP ALL � a a w w ❑ Z z a 0 Q❑ SES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS COURSES MAY BE OBTAINED FROM THE ENGINEER OF RECORD. j I I D ---- J i r �--� RE-ENTRANT CORNERS I i ) W Z Q w F 0 w I I w❑ Z 0 4 F w _� a F Z Q �L _❑Q a �a w3 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY STEMWALL FOUNDATIONS... -I- - - - - - � F- — — — — —�----=---- � @SLABELEV 1 I I L_ -_ - - - - - - — � _ F F o a a ❑ Q z F Z W 0 Z v. X D � 0 ANCHORS MUST BE USED IN - _.. --� --- -__------N I I (----- LL=- _ m Cwaww=�o0Cw00Qw 0<MUUzwwzM042w 1 J SIN �ti' I I I I N I ► — — — HOUSE SLAB 0 W z axW❑oF❑ - IU. oz a-0 F -z F N C] W X D a w Qw-Q N co o - I I 3 3 W Z w Z- N z WM4MW2FOn❑ ww. w a F z w -- I r --- - ----=-1 I I °� I —I � I � C� Z a z Z � F z r�- ° ° - z (2) #4 OR (2) #5 CONTINUOUS 6x6 - W1.4 x W1.4 WWF OR FIBERMESH _ eo I 1— J L- I o I I -. - - -N J I I I I RE-ENTRANT CORNER DETAIL Z _I° Z o °❑ z r N w a a N- ? F F w 0 4 m z a Q Z 3- Q v - - __ I I - I w I ( F I L— -- I (RECOMMENDED) W w F z_ o❑ w° in w Q a w❑ i a w --a------------�----- --a -----—-------- ---- 4 a a _ , I ` i 4 3 :. 1 1 3 I —' `.��.- —-- —I I i PLAN VIEW DETAIL TYPI AL ALL C @ RE-ENTRANT CORNERS Q 0 w 4 Z> Z v W a Q LL IFIZ_F-�DzwGDILI 1- W L \ e a a.,.. s. \ ,. / \ \ iV x/� I I i I i r N b L _ z n Q n a o l w D z a a _j z Z - 1 ,_ 1,. 2 11 6 1 I I I i p rUl-_3N(1W4o[ —00 L-- --j �- SHEET NO.. _ ST 2 \ ` / VAPOR BARRIER 16" 1- 1„ 052 I 1---------- r Z 1 ' 'I ' O I I f I 4 CONCRETE SLAB W/ -\\ 6x6 W1.4 x'W1.4 WWF _ Q � FOUNDATION BEARING WALL FOOTING SECTION 3 I OR FIBERMESH ` , „ O N .4 0-0 A.F.F. d PLAN JOB NO.: --------- VARIES a G nl O °� 4-51 1 7-4-2 I' S 102 6'-6" T-2" 4'-0.. I a ----- °- °-- �\��\\ \ /// a • n 4' v AT7352 SUBDIVISION: \\\ \ 4" CONCRETE SLAB W/ 2 I 2 I I o J Atlantic Beach t C peaCl 6x6 W1.4 x W1.4 WWF OR I I I 6 1 I _ I o VAPOR Q Count Club FIBERMESH - 0 0 A.F.F. I v y BARRIER 12 UNDER 1 STORY WALL Q o --o---- a--1 a VARIES WITH (2)#4 OR (2)#5 CONT LOT NO.: 133-1 „z 16 UNDER 2 STORY WALL �_zz_ 8"MIN WITH (3)#4 OR (2)#5 CONT Ur FLOOR PLAN: e I 0 Model Home „„ „ 8x8 THICKENED 8 I I L------------' � I I I I I I � BEARING CURB STEP SECTION O I � -J � I I I Z DESIGNED. FTG AT STEP-DOWN,— SEE PLAN VAPOR BARRIER.. — — — — I 1 0 DAE/RTD L— ------------- J o I o 7 I I 1 U-0" A. F.F. W F- x REVIEWED: CURB STEP SECTLON 4 I ( I LU DBM o ) ) I I /"l /"l I I 1 (BEYOND) _ y v U -BLOCK W/ 4" FLOATING CONCRETE c� (1)#5 CONT SLAB W/ 6x6 W1.4xW1.4 '� o WWF OR FIBERMESH z a Q REVISIONS DATE to L- q —) _ ► L NOTE 6 — - NOTE 6 ------ ----- ------- - - - - ,I gLU --------.°--- '! FINISH i' co 6 „ L J L --J L - J%// / / / / / / / 0 - GRADE \/\/\/\�\/\/\/\ .1 \/\/\ \/\ \ \\ / \ \\ W NO 4 OR NO 5 18 O.C. „ @ 4 CONCRETE SLABI W/9 BEND BOTTOM_ W/ 6x6 W1.4 x W1.4 @ „ .12 -SQ. .SOLID FILLED FORM POUR CONC. PEDESTAL OR ,/, \ /.\ / \ ¢ / / / I \ � \\/ / / / / / / /\ Z \\ \\ \ \\ \� \ \ \ \ / \ \ \ I � ( WWF OR FIBERMESH VARIES ,, 8 MLN _ ti - v — CMU BASE, (4) TOTAL (2) #5 FULL HEIGHT VERTIC -� 4 TOTAL L O 9 - �n \ \ \ \ \ \\ #4 OR #5 VERT REINFORCING \ \ \ \ / / /�//// / / / \ /� ' / / / \ O W _ o TO BEND AND TIE TO FTG L , UP TO 3 COURSES. 72 O.C. I \\ \\ ,� / L� 4 TO 5 COURSES. 48 O.C. '� � a 28 MAX REINFORCEMENT AT BOTT - - - - - - : '� � e o \ I I Q ////\/\/\ \ L_ _____o I \ • • \ I Z (!) 12 MIN' \� \ \ \ 0'-71.. VAPOR BARRIER / I � //\ / \/\ 1'_5" FOOTING TO BEAR ON FIRM UNDISTURBED SOIL ADDITIONAL #4 OR #5 - I_ TRUCTU ENGINEERING 6" OPT. EXTENSION IN BRICK 2,_021„ , `„ 1'-5" 2'-01" IN BRICK LEDGE C G F- (� LOCATIONS ON FND PLAN 1, 8, 11'-0" V-4" 2 9'-3" 9-3 2 VERT REINFORCEMENT TO " 4" OPT BRICK LEDGE HAVE 6 BEND @BOTTOM LL t� E� B MV tee 12" UNDER 1 STORY WALL WITH (2)#4 OR (2)#5 CONT ADDITIONAL NO. 4 OR NO. 5 _ „ 14 0 6 8 24-0 NOTED ON FND PLAN CAST -IN-PLACE FOOTING SPECS (� ♦♦: t ••... ...•Tiit� ee ♦ .• G NS*- _,1 •► ,• i .• L e '• e BAR IN BRICK LEDGE 1 -STORY: 8" x 16" W/ 2 #4 OR 2 #5 CONT O O . N o 1457 16" UNDER 2 STORY WALL 44'-8" 2 -STORY: 10' x 20 W/(3) #4 OR (2) #5 CONT * ; WITH (3)#4 OR (2)#5 CONT O GARAGE EXT WALL CURB SECTION IF GROUND ADJACENT TO FTG SLOPES DOWN CMU STEMWALL SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHERE BACK -I O z _ 'C1 T ee j O FILLING BEHIND A T SEM WALL, PARTICULARLY WHEN IT IS OVER 4 U • ee '••. R \ ••" 0 ANDA WAY FROM STRUCTURE STEEPER THAN COURSES HIGH. SHOULD THIS CONDITION EXIST RECOMMENDATIONS LLI e .... ��f � E�t% 1-0 VERTICALLY PER 3.0 HORIZONTALLY,of CONTRACTOR HAS TWO CHOICES: p FOUNDATION LA N 1 / O MAY BE OBTAINED FROM THE ENGINEER OF RECORD. X 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE 1 2. SCREW IN ANCHORS ALLOWED INMONOLITHICFO TIN ONLY. O FOOTINGS W OF EOR TO PREVENT EROSION OF SOIL. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. Derek B. Murray, P.E. 2. USE STEMWALL FOOTING µ METAL CONNECTOR ENGINEERING Q P.E. No. 71457 11-20-2017 FRAMING KEYNOTES METAL CONNECTOR NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. N r 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS r WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. M M 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: A. 1F FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS d' BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR p w DECK TO SW DBL TOP PLATE W/ 10d 3" O.C. N O LO 4. PORCH BEAM FRAMING NOTES 4x4 NO.2 SYP PT POST, A. BEAM POCKET PORCH BEAM AT P N TYP 2 TOTAL S O PLT ELEV O co —=--------------------------=' °F NOTCH TOP OF BEAM 3' FOR BEAMPKT'CONNECTIONATWALL. d' --------- —------- — — - — TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLATE. O _l (2) 16" LVL 1.L I HUC412 B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV PORCH BEAM TO TOP PLT W/ MTS12 OR MSTA24. N — C I1 N � 1 C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV co 1 PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR i a) m 1 I PORCH BEAMS. BEAM TO POST DOWN STUDS W/ HTS20 OR, LL I„ „ I MSTA24. POST DOWN STUDS TO STUDS BELOW W/ HTS20 OR 1(2) 16 LVL (2) 16 LVL MSTA24. J '' — — - — — — — — — —ROOF GIRDER D. BEAM ATTACHED TO EXISTING FRAMING — 0 ATTACH PORCH BEAM TO EXISTING STUDS OR KINGMACK STUDS Z � SW3 SW3 1 1 W/ SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. pICU -Y 1 � U I NOTE 4 1 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER TYPICAL WALL SECTION SHEET. U SW3 6. HIGH UPLIFT CONNECTION: 2 2x6.1/2 _' • ROOF LEVEL STUD/HDR TO TOP PLATE W/ (1) SDWC15600 @ 16” O.C. N O O M 3 STUDS 5 w OR (2) SDWC15600 @ 24" O.C. O 0 U) NOTE: 1 O • FOR FLOOR -TO -FLOOR CONNECTION SEE Si' -5. PROVIDE "METAL � DTT2Z -' � LU +� 1 DTT2Z - w (9 FLAT STRAP 2ND LEVEL STUD TO 1ST LEVEL STUD" @ 32" O.C. NO f- N M (2) 2x6-1/2 NOTE 4 1 MSTA24) FLOOR GI 2DER ALTERNATIVE AVAILABLE 3 2x12-2/2 ------------------ O= _—___ ______ _______ ____ •1ST LEVEL STUD TO BOTTOM PLATE W/(1)SDWC15450@16"O.C.OR +� 1 DTT2Z-------------- — � � FLOOR GIRDER IIII (2) SDWC15450 @ 24" O.C. (2) 9 /z LVL -2/3 f-- IIII 4 -2 1 _ 7. PLANK -ORIENTED HEADER FRAMING i 3 STUDS O w p 1111 A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/ 2 A35 M ( I o� O O - DTT2Z - 1111 EACH SIDE OF OPENING, SEE PLANK HEADER FRAMING DETAIL, ON U G� 1 1 c7 DETAIL SHEET. Y M IIII s B. FASTEN PLANK ORIENTED HEADER TO JACK/KING GROUP WITH 00 IIII i � HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING. Q IIII C. PLANK -ORIENTED HEADER NOT REQUIRED, THIS LOCATION ONLY. � STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST THE OUT z 1 MSTA24 1 1 IIII OF PLANE WIND LOAD. p - - _ (3) 2x10-2/1 � 1111 _ p 8; FASTEN SHEARWALL BOTTOM PLATE W/ 10d @ 3" O.C. IIII IIII _9. HORIZONTAL BLOCKING & STRAPPING IS REQ'D FULL LENGTH OF SWB - U) p BLOCKING & STRAPPING TO MATCH ELEVATION OF WINDOW/DOOR �,{� 1 I 01111 TOP & BOTTOM SILL Iq w 0 Z 20 1 1 IIII �� aW o Q -o�ui IIII Q❑ rnw DwW4z IIII ,�p-z =LSI-oo_j❑ I to J❑0- HZ0 0WVN� IIII ti -ra0 ZW_j zz❑ iI �Fww-0md�cnww 2)2x6 -v2 (III p WW �NWW❑0i,-0 ( II z 0aw0 ww_jO�N-0it 1 I IIII mW I - MF }w ❑ 1111 o0 IL Wwl-w-'moz0 SW3 1 I cA za° } _ EO U3 -ww IIII W _< 0W wwm❑rnL3 1I Z w;NO� I2w z4 (2) 2x6-1/1 (2) 2x6 -U1 III LL nl - F_T0<0IL �F�zw-3 U) p�Za`�w0zLL10 0 m��w0z00ZN0��w SW3 a., . Q4�w❑woo-°4 Z _ Z I - D = W - 2STUDS O w 4 w o - 2�UIDS w W- 0 F Z U1 - C7 O� O w X 0 M w J_ W Z 4 w_ 4 z - - o W m . LL �� wM wIF a❑ _ � � Z W Qwd O-F-ZtlIW w U` — Z �'ZZJU U' � Z LOOR GIRDER_ — SW3 z}zQ❑ -a 0 Qw0 _ = _ ZD�Z��-NWa0mZZlz-i= W Ww�QmZWW3FQ W Wz0 0 w 0 .N QW0- S <C Qz�z2Q0w��w4� WSP HDR -0/2 _ NOTE IIi = 0 F F- (3) 2x12 2/1 FLOOR 1- z Q L E- ❑ w w 11I Cl UtY❑I ❑ 4 _ 2 2x6 1/1 d_ ❑ w Q I- -j I I 0 (2) 2x6 1/1 O 2 2x6-1/1 GIRDER z Z O O .-SI-_3Nau�4om�_0v WSP HDR -0 J — — — — Z SHEET NO.: — — — — — — — — — — — — — — - — — — — — — — — — — — — — — - o ST 3 -------------------------------- FLOOR GIRDER F— :. Q �� STRUCTURAL - 2 STUDS O o p o 0 FRAMING PLAN - DTT2Z Q JOB NO.: U Q AT7352 SUBDIVISION: o 2 2x6-1/2 J Atlantic Beach - STUDS w LL NOTE 1 O Country Club 0 O� r. Q (2) -1/2 - - LL C7 LOT NO.: FLOOR GIRDER C) z 133-1 -------------------------------- FLOOR ---------------------------- _ FLOOR GIRDER � C� FLOOR PLAN. ce)Model Home (2) 2x6-1/2 � � O NOTE 1 - 2 STUDS Wo w z DESIGNED: O0 - HTT4 DAE/RTD M �O U NOTE 4 - W 1 1 1 1 H REVIEWED: SW3 S 3 X G1 G4 W DBM _ a 2 2x8 1` 1O 1 ) ST -6 ST -6 mt Q REVISIONS DATE 1 1 1 (2)2x12 x 11'-8" LONG CONTINUOUS HEADER — — — — -(2) 2x8 — — — - — (2) 2x12 - F 1 — GARAGE DOOR DESIGN — GARAGE DOOR DESIGN 0 f WIND LOAD (PSF): WIND LOAD (PSF) W II z 1(2) 2x8 2 2x81 I +15.90/-18.71 +15.90%18.71 �I II O 1 ( (2) 2x8 P W ST -6 — — — — — — — Q *** *** z NOTE TO FRAMER U) 6x6 NO.2 SYP PT POST,--/ x TYP (4) TOTAL DO NOT FLITCH BETWEEN PLIES OF (2) p 2x12 HEADER, FUR OUT AT INTERIOR FACE � f— TRUCTU ENGINEERING OF WALL. NO ALTERNATIVE AVAILABLE. — %j1111 III# , a.,... ...Rq i a 1457 z T T of FIRST LEVEL STRUCTURAL FRAMING PLAN 1/4 1 0 ~ °l��►rr�n���� w J D- Derek B. Murray, P.E. Q No. 71457. METAL CONNECTOR ENGINEERING P.E..E. o.717 - 3 STUDS p o � � C7 - 4 STUDS 0 0 - DTT2Z -' - DTT2Z - 3 STUDS p o � � C7 DTT2Z - 2STUDS � wo � � - DTT2Z -' DTT2Z C7 - 2 STUDS � o � � - DTT2Z - 2STUDS 0 wo - - - O C7 - 2STUDS � wo - HTT4 � � LL a) O J ROOF FRAMING KEYNOTES CS i 2x6 2x8 2x10 �,�G NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN _ 25'-6" _ O 1. PRE -MANUFACTURED SHEAR PANEL Z r 18'-0" O •INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON FRAMING mM F—w - 20'-11" V 101. L./5 D. L. #2 SYP „ PLAN ICU F U � • SHEAR PANEL TO SW DBL TOP PLT W/ 10d@ 3" O.C. (0N • FLOOR DECK TO SHEAR PANEL W/ 10d @ 3" O.C. L HTS20 O • NOTE: IF PRE -MANUFACTURED SHEAR PANELS ARE NOT PROVIDED BY w -�-, TRUSS MANUFACTURER, SEE "ELEVATION OF BOX -FRAME OVER SW' N 31 011 DETAIL, SEE DETAIL SHEET 4314112. GD o TYPICAL BEARING BLOCK M T23 HTS20 • BEARING BLOCK TO BE NO.2 SYP MIN 48" LONGCh AND TO MATCH ie) - 00 191 11 241 011 DIMENSION OF TR USS MEMBER. ^ TOE -NAILS • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM Nr 0 ALL RAFTERS TO BE MIN. 2x6 N0.2 SYP @ 24 O.C. MAX. Q (+7 CHORD W/ 3 ROWS 10d @ 4" O.C. STAGGERED 0 _ r O - 3. LEDGER FRAMING NOTES: N O •:FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY Lo L0 C1 U U U U U U SUPPORT WITH FASTENING SHOWN BELOW MAX 24" O.C. `� 00 N r co u7 u7 co r SPACLNG) � U U U U U U N M • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED • ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. U LOCATIONS ON PLAN 0 M J • SEE TABLE 5 ON SHEET ST -1/S1 FOR FASTENER PROTECTION C1 C 1 ' V_ LL U U U U U U AGAINST CORROSION � NN N I` h ti I` r- fes- • IN ACCORDANCE W/ FRC 507.2.1, EXTERIOR DECK LEDGERS N W W w W W LLI V N N N SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS C4 C3 C3C AS INDICATED ABOVE. COMMON NAILS AT FLOOR FRAMING M C1 ti fi LEDGERS ARE FOR INTERIOR USE ONLY. m • FASTEN „ SLEEPERS„ TO EACH TRUSS/RAFTER W/ (3) 16d Y M J LL a) O J �> CS y�� 2x6 2x8 2x10 �,�G C5C _ 25'-6" _ O _ Z r 18'-0" O 20 L.L./15 D.L. #2 SYP mM F—w - 20'-11" V 101. L./5 D. L. #2 SYP Y ICU F U � HTS20 L HTS20 O d' w -�-, N N 31 011 GD o � T23 HTS20 ie) - 00 T TOE -NAILS FSP1 FSP1 ALL RAFTERS TO BE MIN. 2x6 N0.2 SYP @ 24 O.C. MAX. Q (+7 g n _ r T24 C1 • ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. U O 11'411 12' 0" LL y� NN N N N N N N C1 • FASTEN „ SLEEPERS„ TO EACH TRUSS/RAFTER W/ (3) 16d Y M T25 CD H H C- H , F- I— 12' 2 1 /211 F 11 N _ :;. yoo d E3 N T28 COMMONS MIN. 00 10" 20 1 "1 20 1 11 20 M U y .' ,MAX 24” O.C. = _ M 1 11 0 1 11 20 /l 20 FG 1 1 11 20 1 11 20 1 11 20 TS20 14 ,. 11 20 1 11 20 1011 20 1 11 2Q HTS20 1 11 20 T26 cV HTS20 HTS20 LL 11 v.. fool _. • EACH RAFTER TO " SLEEPER W/ SIMPSON H3 UPLIFT. ('V (0 •ATTACH TO LEDGER 70 521/2 LL N N n.. d _ CONNECTOR. T28 _ _ W/ 3 12d COMMON O 0 0 0 o c T27 LL a) J �> Q❑ In U) 0wLQz 2x6 2x8 2x10 2x12 12" 14'-5" 18'-3" 21'-8" 25'-6" _ O _ Z 10'-2" 12'-11" 15'-4" 18'-0" O 20 L.L./15 D.L. #2 SYP mM F—w - 20'-11" V 101. L./5 D. L. #2 SYP Y ICU F U � � L N O d' w -�-, N N GD - 2x6 SYP ROOF LEDGER, r T28 r r � ATTACH PER NOTE 3 � r T28 1 1 11 1 Ir 134 T 70 190 4-Q 2x6 SYP RAFTERS@ \ T29 RAFTER SPAN SCHEDULE O.C. SPACING LUMBER SIZE Q❑ In U) 0wLQz 2x6 2x8 2x10 2x12 12" 14'-5" 18'-3" 21'-8" 25'-6" _ _ _ 24" 10'-2" 12'-11" 15'-4" 18'-0" 24" 20 L.L./15 D.L. #2 SYP mM F—w - 20'-11" 101. L./5 D. L. #2 SYP F o T28 4. OVERFRAMING NOTES L W/ 3 12d COMMON N N N GD � HTS20 ie) - 00 TOE -NAILS FSP1 FSP1 ALL RAFTERS TO BE MIN. 2x6 N0.2 SYP @ 24 O.C. MAX. Q (+7 g n _ C1 • ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. U O LL • FASTEN „ SLEEPERS„ TO EACH TRUSS/RAFTER W/ (3) 16d Y M • 2x6 SYP RAFTERS @ C- , 12' 2 1 /211 F 11 N _ :;. yoo N T28 COMMONS MIN. 00 10" 20 1 "1 20 1 11 20 M U y .' ,MAX 24” O.C. = _ M 1 11 0 1 11 20 /l 20 1 11 20 1 11 20 1 11 20 1 11 20 1 11 20 1 11 20 1 11 20 ,. 11 20 1 11 20 1011 20 1 11 2Q 1 11 20 1 11 20 = LL 11 v.. fool _. • EACH RAFTER TO " SLEEPER W/ SIMPSON H3 UPLIFT. ('V (0 •ATTACH TO LEDGER 70 521/2 LL N N n.. d _ CONNECTOR. T28 _ _ W/ 3 12d COMMON O 1:. 3 0 - co _ O r CV • ALL RIDGE BOARDS TO BE 2x8 N0.2 SYP MIN. z i OE -NAILS - N N LL N LL M LL M U_ M LL U I-�- V- co LL LL LL LL ~ LLd LL LL LL LL r LL , r �— LL LL • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO Q 7' n � LL LL LL - - RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN.' _. FDbo - 2x6 SYP ROOF LEDGER, r T28 r r � ATTACH PER NOTE 3 � r T28 1 1 11 1 Ir 134 T 70 190 4-Q 2x6 SYP RAFTERS@ \ T29 L0 1q, Imo- RAFTER SPAN SCHEDULE O.C. SPACING LUMBER SIZE Q❑ In U) 0wLQz 2x6 2x8 2x10 2x12 12" 14'-5" 18'-3" 21'-8" 25'-6" 16" 12'-6" 15'-10" 18'-91, 22'-1" 24" 10'-2" 12'-11" 15'-4" 18'-0" 24" 20 L.L./15 D.L. #2 SYP mM F—w - L0 1q, Imo- CEILING JOIST SPAN SCHEDULE X p z 1 0 a W a 11 • ATTACH TO LEDGER Q❑ In U) 0wLQz ti U' p -wYI- w0 z IUU p❑J-- 2x10 Lfi ~ 0 IJn❑p- FZONpw[jU, ZpM 18'-8" 24'-7" 26-0" aF-aw E wO W 10'-9" O Z F M - I- U w w a 0 w N w w 0 w_ p paWO WwJpwN-p� 24" 9'-3" mM F—w - 20'-11" MAX 24" O.C. U) p_❑ a Z - w J m I- � a}ww�N ❑zw LLI QaI-at�In=www L M Z wrini ,a��,�Izw L. FI0< a1x FW-3 p H Z d0 ZLL 1 ❑ X 0 p W pa CO WWwLlZ00Z D W C7QIt atiw w m0a p! Z X�OpI-0-IL.OZ w �z0W 1-Z�1-wM v- w ,wWZ ..W4W—UMN LL z Z ZWQwILitZ I-z,Nww ZI>-zQ❑ZZIU❑L7QW� U" U O Z W N w a 0 N z z I_ F- C) msHa22 °° FG3 U Z wwoam?-Ma�z3FQ _ r M ' 5. DRAFT;ST STOPPING w z W N w a E 0 - r O GAT FLOOR TRUSSES TO BE PROVIDED BY w _ ❑ 0 w 0 a W n _ LL u,,:. BUILDER IN Q a Z� z I a v w IY - a w o - F14 ACCORDANCE WITH FRC R302.12. I F I Z Z w D p- FT2 0 ® 1- F I- ❑ w d = 6. ANGLE & LATERAL BRACES MAY BE OMITTED FROM GAB E -N- Z U a- 0 a 0 I W Z a MSH422 - O` HTS M L LL ❑ w p J a f- ❑ N r F— BRACING DETAIL PENDING PORCH SHEATHING IS PROPERLY v I- _ THD26 O O - _ `. APPLIED. J F14 FT1 �r N d E 7. • 2 2x8 SYP BLK B LL �� _ (' o O BETWEEN TOP CHORDS BELOW WALL ABOVE SHEET NO.: 1 2 1 11 N LL _ E3 • ATTACH B z F1.5 1 5 1/2 LOCKING TO TRUSSES W/ (4) 10d TOE NAILS EACH END o_ ST -3A F16 2x SYP ROOF o T31 8. RAFTER OVERHANG I- 6 S F 17 11 1 11 HTS20 :; 1 8 1 /2 - 1 " 1 11 •2x6x4 LONG NO.2 SYP PT SCABBED RAFTER TAILS Q LEDGER, ATTACH N 6 0 1 /2 6 6 7 0 NOTE 8 • RAFTER TAILS TO TRUSS TOP CHORD W/ 2 ROWS ROOF FRAMING ;t PER NOTE 3 ( ) 10d @ 6" O.C., STAGGERED co F18 T32 0. PLAN N JOB NO.: - F18 AT7 VLT33 1114 01� 61 2o1oi1 Yl o w SUBDIVISION: = F 18 �? z T32 o _ a O Atlantic Beach r Country Club F18 NOTE 7 7 T32 N Q N A LOT NO.: N _ HTS20 r z 133-1 F20 - NOTE 7 b T34 00 (2) HTS20 N (2) HTS20 } FLOOR PLAN: a O 0 o N N N N N N N N. N N T35 `• Model Home NOTE 7 d' Nt V > > � � � -� F20 I- F_ I- O F21 � -� � � Z DESIGNED: rn o 0 0 0 00 0 cfl E3 M M co M co coM co c� _ 1 11 = i— � F- _ H U DAEIRTD 6 0 w E C b E3 d d F- REVIEWED: M N N N r `° E C `r �r `r V4 °° °° LU DBM o w H H H H'- F- 0. - O �/ E3 Q REVISIONS DATE Z 3 y LO -My, V2' 1 T48 C1 >- o m r p Ay? C) T46 r w Z T45 _ 21 011 _ , d O oV1 w _ 131411 N C1 C1C tl v Q r r z w W, NOTE 6 H STR TURAL IGINE ERING 8' 8" V 141 011 101811 161 011 41011 — ��''E B ' C • • E111 11 1 TIUSS ENGINEERI o���.� 21011 11 0 s 8 23 o NG NOTES. >- N 71 57 UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL O J TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING O Z :-P .. STA - F W� TO THE TYPICAL WALL SECTION SHEET. _ •�O-� ,. �... <c/�.► 11 ., •. t o a.,, ��' • ALL EXTERIOR WALLS ARE HELD BACK 1/2 FOR SHEATHING. U <, S' ••....••� w �� — � �� • 4800# DRAG LOAD APPLIED TO TRUSS T12. 1- �,, NAt- ,,. FIRST LEVEL FLOOR & ROOF FRAMING PLAN 1 /4 - 1 0 111110 W n- Derek B. Murray,.E. Q Y METAL CONNECTOR ENGINEERING P.E. 0 71 11-20-2017 -7 CEILING JOIST SPAN SCHEDULE O.C. SPACING • ATTACH TO LEDGER NOTE 1 2x6 2x8 2x10 12" 11'-101, 18'-8" 24'-7" 26-0" 16" 10'-9" 16-11" 21'-7" 25'-7" 24" 9'-3" 13'-11" 1T-7" 20'-11" 101. L./5 D. L. #2 SYP \ - O W/ 3 12d COMMON N N N HTS20 ie) - 00 TOE -NAILS FSP1 FSP1 FS 1 g n _ C1 C- , 12' 2 1 /211 F 11 N _ :;. yoo M U y .' = _ M _ y .. 00 _ N v.. fool _. ('V (0 70 521/2 LL N N n.. d _ _ Cr 1:. 3 0 - co _ CV � - _ _ - N FT3 _ 7' n � a}ww�N ❑zw LLI QaI-at�In=www L M Z wrini ,a��,�Izw L. FI0< a1x FW-3 p H Z d0 ZLL 1 ❑ X 0 p W pa CO WWwLlZ00Z D W C7QIt atiw w m0a p! Z X�OpI-0-IL.OZ w �z0W 1-Z�1-wM v- w ,wWZ ..W4W—UMN LL z Z ZWQwILitZ I-z,Nww ZI>-zQ❑ZZIU❑L7QW� U" U O Z W N w a 0 N z z I_ F- C) msHa22 °° FG3 U Z wwoam?-Ma�z3FQ _ r M ' 5. DRAFT;ST STOPPING w z W N w a E 0 - r O GAT FLOOR TRUSSES TO BE PROVIDED BY w _ ❑ 0 w 0 a W n _ LL u,,:. BUILDER IN Q a Z� z I a v w IY - a w o - F14 ACCORDANCE WITH FRC R302.12. I F I Z Z w D p- FT2 0 ® 1- F I- ❑ w d = 6. ANGLE & LATERAL BRACES MAY BE OMITTED FROM GAB E -N- Z U a- 0 a 0 I W Z a MSH422 - O` HTS M L LL ❑ w p J a f- ❑ N r F— BRACING DETAIL PENDING PORCH SHEATHING IS PROPERLY v I- _ THD26 O O - _ `. APPLIED. J F14 FT1 �r N d E 7. • 2 2x8 SYP BLK B LL �� _ (' o O BETWEEN TOP CHORDS BELOW WALL ABOVE SHEET NO.: 1 2 1 11 N LL _ E3 • ATTACH B z F1.5 1 5 1/2 LOCKING TO TRUSSES W/ (4) 10d TOE NAILS EACH END o_ ST -3A F16 2x SYP ROOF o T31 8. RAFTER OVERHANG I- 6 S F 17 11 1 11 HTS20 :; 1 8 1 /2 - 1 " 1 11 •2x6x4 LONG NO.2 SYP PT SCABBED RAFTER TAILS Q LEDGER, ATTACH N 6 0 1 /2 6 6 7 0 NOTE 8 • RAFTER TAILS TO TRUSS TOP CHORD W/ 2 ROWS ROOF FRAMING ;t PER NOTE 3 ( ) 10d @ 6" O.C., STAGGERED co F18 T32 0. PLAN N JOB NO.: - F18 AT7 VLT33 1114 01� 61 2o1oi1 Yl o w SUBDIVISION: = F 18 �? z T32 o _ a O Atlantic Beach r Country Club F18 NOTE 7 7 T32 N Q N A LOT NO.: N _ HTS20 r z 133-1 F20 - NOTE 7 b T34 00 (2) HTS20 N (2) HTS20 } FLOOR PLAN: a O 0 o N N N N N N N N. N N T35 `• Model Home NOTE 7 d' Nt V > > � � � -� F20 I- F_ I- O F21 � -� � � Z DESIGNED: rn o 0 0 0 00 0 cfl E3 M M co M co coM co c� _ 1 11 = i— � F- _ H U DAEIRTD 6 0 w E C b E3 d d F- REVIEWED: M N N N r `° E C `r �r `r V4 °° °° LU DBM o w H H H H'- F- 0. - O �/ E3 Q REVISIONS DATE Z 3 y LO -My, V2' 1 T48 C1 >- o m r p Ay? C) T46 r w Z T45 _ 21 011 _ , d O oV1 w _ 131411 N C1 C1C tl v Q r r z w W, NOTE 6 H STR TURAL IGINE ERING 8' 8" V 141 011 101811 161 011 41011 — ��''E B ' C • • E111 11 1 TIUSS ENGINEERI o���.� 21011 11 0 s 8 23 o NG NOTES. >- N 71 57 UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL O J TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING O Z :-P .. STA - F W� TO THE TYPICAL WALL SECTION SHEET. _ •�O-� ,. �... <c/�.► 11 ., •. t o a.,, ��' • ALL EXTERIOR WALLS ARE HELD BACK 1/2 FOR SHEATHING. U <, S' ••....••� w �� — � �� • 4800# DRAG LOAD APPLIED TO TRUSS T12. 1- �,, NAt- ,,. FIRST LEVEL FLOOR & ROOF FRAMING PLAN 1 /4 - 1 0 111110 W n- Derek B. Murray,.E. Q Y METAL CONNECTOR ENGINEERING P.E. 0 71 11-20-2017 -7 CEILING JOIST SPAN SCHEDULE O.C. SPACING LUMBER SIZE 2x4 2x6 2x8 2x10 12" 11'-101, 18'-8" 24'-7" 26-0" 16" 10'-9" 16-11" 21'-7" 25'-7" 24" 9'-3" 13'-11" 1T-7" 20'-11" 101. L./5 D. L. #2 SYP � a}ww�N ❑zw LLI QaI-at�In=www L M Z wrini ,a��,�Izw L. FI0< a1x FW-3 p H Z d0 ZLL 1 ❑ X 0 p W pa CO WWwLlZ00Z D W C7QIt atiw w m0a p! Z X�OpI-0-IL.OZ w �z0W 1-Z�1-wM v- w ,wWZ ..W4W—UMN LL z Z ZWQwILitZ I-z,Nww ZI>-zQ❑ZZIU❑L7QW� U" U O Z W N w a 0 N z z I_ F- C) msHa22 °° FG3 U Z wwoam?-Ma�z3FQ _ r M ' 5. DRAFT;ST STOPPING w z W N w a E 0 - r O GAT FLOOR TRUSSES TO BE PROVIDED BY w _ ❑ 0 w 0 a W n _ LL u,,:. BUILDER IN Q a Z� z I a v w IY - a w o - F14 ACCORDANCE WITH FRC R302.12. I F I Z Z w D p- FT2 0 ® 1- F I- ❑ w d = 6. ANGLE & LATERAL BRACES MAY BE OMITTED FROM GAB E -N- Z U a- 0 a 0 I W Z a MSH422 - O` HTS M L LL ❑ w p J a f- ❑ N r F— BRACING DETAIL PENDING PORCH SHEATHING IS PROPERLY v I- _ THD26 O O - _ `. APPLIED. J F14 FT1 �r N d E 7. • 2 2x8 SYP BLK B LL �� _ (' o O BETWEEN TOP CHORDS BELOW WALL ABOVE SHEET NO.: 1 2 1 11 N LL _ E3 • ATTACH B z F1.5 1 5 1/2 LOCKING TO TRUSSES W/ (4) 10d TOE NAILS EACH END o_ ST -3A F16 2x SYP ROOF o T31 8. RAFTER OVERHANG I- 6 S F 17 11 1 11 HTS20 :; 1 8 1 /2 - 1 " 1 11 •2x6x4 LONG NO.2 SYP PT SCABBED RAFTER TAILS Q LEDGER, ATTACH N 6 0 1 /2 6 6 7 0 NOTE 8 • RAFTER TAILS TO TRUSS TOP CHORD W/ 2 ROWS ROOF FRAMING ;t PER NOTE 3 ( ) 10d @ 6" O.C., STAGGERED co F18 T32 0. PLAN N JOB NO.: - F18 AT7 VLT33 1114 01� 61 2o1oi1 Yl o w SUBDIVISION: = F 18 �? z T32 o _ a O Atlantic Beach r Country Club F18 NOTE 7 7 T32 N Q N A LOT NO.: N _ HTS20 r z 133-1 F20 - NOTE 7 b T34 00 (2) HTS20 N (2) HTS20 } FLOOR PLAN: a O 0 o N N N N N N N N. N N T35 `• Model Home NOTE 7 d' Nt V > > � � � -� F20 I- F_ I- O F21 � -� � � Z DESIGNED: rn o 0 0 0 00 0 cfl E3 M M co M co coM co c� _ 1 11 = i— � F- _ H U DAEIRTD 6 0 w E C b E3 d d F- REVIEWED: M N N N r `° E C `r �r `r V4 °° °° LU DBM o w H H H H'- F- 0. - O �/ E3 Q REVISIONS DATE Z 3 y LO -My, V2' 1 T48 C1 >- o m r p Ay? C) T46 r w Z T45 _ 21 011 _ , d O oV1 w _ 131411 N C1 C1C tl v Q r r z w W, NOTE 6 H STR TURAL IGINE ERING 8' 8" V 141 011 101811 161 011 41011 — ��''E B ' C • • E111 11 1 TIUSS ENGINEERI o���.� 21011 11 0 s 8 23 o NG NOTES. >- N 71 57 UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL O J TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING O Z :-P .. STA - F W� TO THE TYPICAL WALL SECTION SHEET. _ •�O-� ,. �... <c/�.► 11 ., •. t o a.,, ��' • ALL EXTERIOR WALLS ARE HELD BACK 1/2 FOR SHEATHING. U <, S' ••....••� w �� — � �� • 4800# DRAG LOAD APPLIED TO TRUSS T12. 1- �,, NAt- ,,. FIRST LEVEL FLOOR & ROOF FRAMING PLAN 1 /4 - 1 0 111110 W n- Derek B. Murray,.E. Q Y METAL CONNECTOR ENGINEERING P.E. 0 71 11-20-2017 -7 STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST THE OUT Z OF PLANE WIND LOAD. 0 8. FASTEN SHEARWALL BOTTOM PLATE W/ 10d @ 3" O.C. 1— 2 MSTA24 ROOF GIRDER _ — — _ TRAPPING IS RE 'D FULL LENGTH OF SWB- 9. HORIZONTAL BLOCKING & S Q 1 CS18 = = = = = = = = = = = = = - = = = = — — — — — — — — — — — — — — — 4� � BLOCKING & STRAPPING TO MATCH ELEVATION OF WINDOW/DOOR LO TOP & BOTTOM SILL ti w w Z I p } (2) 2x6-1/2 It (L L] ❑ QZM�m m z Q� a a NOTE 1 _ w ti w w p �[ 0 LL p _ m d- ❑ J Z p LOU Z0 m J U ti _}ap z JJZZO _Q LL p W W W W W W m m p Z p 0 WWJ -0M awm �Mt >-w ❑ (� O m a Z - Z Z ZaparwW�N[Jnm-WW W Q �4L9InIwwEn N � �wFNO�PFIIwIX 0zEJ co QI-p Dw0ZI�Xp�00 � p w a M 0 W J p Q m acWwl pa. 0 W rY U Z Z w i 2 2x6.1/2 ?ZQX�0pQ0W0W0Z W xw zU w w NOTE 1 LLi w Z- X Q w_ Q N, Z_ w m M w I F p v 0 w w wQ a F 'Z ,z w aZZJ I- z -I}zQ--IUOa4W 0 U _ 0 ❑ CMZ U.N_WI NZZ Z zw0QmZ 0Y z3: WWJ _ F- � Q LLI W ❑ (n w � U Z W W _,� } 0 w 0 F W�� m w Q E Q I Q Z I 4 U p 1. - 2 ,,n.,._ I- I Z I- Y 0 Z w (J F M O � I- F W — z04- UIY❑I WpZQ NOTE p! 0w tY QFJ�- I 0J z mI-?UU O QUI-_3NdNQq 2 2x6 111 r LL.. T I I IF z SHEET NO.: 0- _ ST 4 Q — — STRUCTURAL ( FRAMING PLAN 2) 2x10-1/2 2 2x6-1/2 0 JOB NO.: ( ) II V 1 II Q I I — SUBDIVISION: II Ba O Atlantic � Ch I1 Country Club I -Q (2)2x6_1/1 NOTE 1 LOT NO.: I I � II WSP HDR -0/1 Z 133-1 i L ( FLOOR PLAN`. I I) (2) 2x6-1/2 WSP HDR -0/2 (2) 2x6-1/2 O Il J Moder Home 0 I Z DESIGNED: (2) 2x4-1/1 2 ]--� C) DAEfRTD NOTE 1 SWB SWB W NOTE 8 & 9 NOTE 8 & 9 F- REVIEWED: vi X w DBM- -------- Q `( -t REVISIONS DATE DECORATIVE BRACKET PER ARCHITECTURAL, (4) TOTAL m Z 0 I W a z 0 STRUCTU L ENGINEERING C) LL ti��rrr a ttttyr li Q *irFi • .. ,, R F No 71457 , 0 S E OF .' 41 R ww� Q N A�- 11 �ti►1tlrrrt SECOND LEVEL STRUCTURAL FRAMING PLAN- 1 /4 - 11 011 x W D- Derek B. Murray, P.E. Q P.E. No. 71457 METAL CONNECTOR ENGINEERING 11-20-2017 i i 4 w - 2 STUDS O - 1 FRAMING KEYNOTES w - ROOF DECK, SEE TYP. ?; (METAL CONNECT WALL SECTION NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN TRUSS TO TOP PLATE w/ ROOF TRUSS _ f 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. N SDWC15600 ` 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS r � 2x4 N04.2 SYP DOUBLE WHEREINTERIOR SHEARWALLS HAVE VAULTED TOP PLATES, ALSO SEE TOP PLATE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. M M ,a 3. ATTACH SW TOFLOORDIAPHRAGM PER ONE OF THE FOLLOWING A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. 2x4 NO.2 SPF STUDS @ B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR 16" O.C. DECK TO SW DBL TOP PLATE W/ 10d 3" O.C. O C) N LO Lf) SHEATHING OVER STUDS. TOP PLATE TO EACH 4. PORCH BEAM FRAMING NOTES N SEE TYP WALL SECTION STUD w/ SDWC15600 N 00 N A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV M SIMPSON MSTA24 EACH NOTCH TOP OF BEAM 3 FOR BEAM PKT CONNECTION AT WALL. 'd' O STUD TO BEAM. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLATE. ■ LLL NO.2 SYP BOTTOM PLATE FASTENED B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV TO (2) 2x10 BEAM W/ 1Od @ 6 O.C. PORCH BEAM TO TOP PLT W/ MTS12 OR MSTA24. N U STAGGERED, TYP AS SHOWN. 04 C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV M (D N PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR J m PORCH BEAMS. BEAM TO POST DOWN STUDS W/ HTS20 OR, LL MSTA24. POST DOWN STUDS TO STUDS BELOW W/ HTS20 OR (2) 2x10 SUPPORT BEAM BELOW, t. MSTA24. J FLITCH WITH'/" OSB TO FLUSH BEAM R � D. BEAM ATTACHED TO EXISTING FRAMING � WIDTH TO ACCEPT MSTA STRAPS ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS Z (1) W/ SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. V U) 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE .PER TYPICAL Y � KNEEWALL SECTION KW3 WALL SECTION SHEET. U 6. HIGH UPLIFT CONNECTION: • ROOF LEVEL STUD/HDR TO TOP PLATE W/ (1) SDWC15600 @ 16" O.C. N O OR (2) SDWC15600 @ 24" O.C. U) • FOR FLOOR -TO -FLOOR CONNECTION, SEE ST -5. PROVIDE "METAL W SW1 +.+ FLAT STRAP 2ND LEVEL STUD TO 1ST LEVEL STUD" @ 32" O.C. NO I -- ALTERNATIVE AVAILABLE — 1 ST LEVEL STUD TO BOTTOM PLATE W/ SDWC15450 @ 16 O.C. OR +- (1) 2 SDWC15450 @ 24" O.C. L 7. PLANK -ORIENTED HEADER FRAMING s_ M A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/ (2) A35 0 ( !)2x4-1/2 HDR -0/4 SP EACH SIDE OF OPENING, SEE PLANK HEADER FRAMING DETAIL, ON (� O NOTE 1 DETAIL SHEET. Y M B. FASTEN PLANK ORIENTED HEADER TO JACK/KING GROUP WITH00 HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING. Q C. PLANK -ORIENTED HEADER NOT REQUIRED, THIS LOCATION ONLY. d STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST THE OUT Z OF PLANE WIND LOAD. 0 8. FASTEN SHEARWALL BOTTOM PLATE W/ 10d @ 3" O.C. 1— 2 MSTA24 ROOF GIRDER _ — — _ TRAPPING IS RE 'D FULL LENGTH OF SWB- 9. HORIZONTAL BLOCKING & S Q 1 CS18 = = = = = = = = = = = = = - = = = = — — — — — — — — — — — — — — — 4� � BLOCKING & STRAPPING TO MATCH ELEVATION OF WINDOW/DOOR LO TOP & BOTTOM SILL ti w w Z I p } (2) 2x6-1/2 It (L L] ❑ QZM�m m z Q� a a NOTE 1 _ w ti w w p �[ 0 LL p _ m d- ❑ J Z p LOU Z0 m J U ti _}ap z JJZZO _Q LL p W W W W W W m m p Z p 0 WWJ -0M awm �Mt >-w ❑ (� O m a Z - Z Z ZaparwW�N[Jnm-WW W Q �4L9InIwwEn N � �wFNO�PFIIwIX 0zEJ co QI-p Dw0ZI�Xp�00 � p w a M 0 W J p Q m acWwl pa. 0 W rY U Z Z w i 2 2x6.1/2 ?ZQX�0pQ0W0W0Z W xw zU w w NOTE 1 LLi w Z- X Q w_ Q N, Z_ w m M w I F p v 0 w w wQ a F 'Z ,z w aZZJ I- z -I}zQ--IUOa4W 0 U _ 0 ❑ CMZ U.N_WI NZZ Z zw0QmZ 0Y z3: WWJ _ F- � Q LLI W ❑ (n w � U Z W W _,� } 0 w 0 F W�� m w Q E Q I Q Z I 4 U p 1. - 2 ,,n.,._ I- I Z I- Y 0 Z w (J F M O � I- F W — z04- UIY❑I WpZQ NOTE p! 0w tY QFJ�- I 0J z mI-?UU O QUI-_3NdNQq 2 2x6 111 r LL.. T I I IF z SHEET NO.: 0- _ ST 4 Q — — STRUCTURAL ( FRAMING PLAN 2) 2x10-1/2 2 2x6-1/2 0 JOB NO.: ( ) II V 1 II Q I I — SUBDIVISION: II Ba O Atlantic � Ch I1 Country Club I -Q (2)2x6_1/1 NOTE 1 LOT NO.: I I � II WSP HDR -0/1 Z 133-1 i L ( FLOOR PLAN`. I I) (2) 2x6-1/2 WSP HDR -0/2 (2) 2x6-1/2 O Il J Moder Home 0 I Z DESIGNED: (2) 2x4-1/1 2 ]--� C) DAEfRTD NOTE 1 SWB SWB W NOTE 8 & 9 NOTE 8 & 9 F- REVIEWED: vi X w DBM- -------- Q `( -t REVISIONS DATE DECORATIVE BRACKET PER ARCHITECTURAL, (4) TOTAL m Z 0 I W a z 0 STRUCTU L ENGINEERING C) LL ti��rrr a ttttyr li Q *irFi • .. ,, R F No 71457 , 0 S E OF .' 41 R ww� Q N A�- 11 �ti►1tlrrrt SECOND LEVEL STRUCTURAL FRAMING PLAN- 1 /4 - 11 011 x W D- Derek B. Murray, P.E. Q P.E. No. 71457 METAL CONNECTOR ENGINEERING 11-20-2017 i i w - 2 STUDS O - CS18 w - STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST THE OUT Z OF PLANE WIND LOAD. 0 8. FASTEN SHEARWALL BOTTOM PLATE W/ 10d @ 3" O.C. 1— 2 MSTA24 ROOF GIRDER _ — — _ TRAPPING IS RE 'D FULL LENGTH OF SWB- 9. HORIZONTAL BLOCKING & S Q 1 CS18 = = = = = = = = = = = = = - = = = = — — — — — — — — — — — — — — — 4� � BLOCKING & STRAPPING TO MATCH ELEVATION OF WINDOW/DOOR LO TOP & BOTTOM SILL ti w w Z I p } (2) 2x6-1/2 It (L L] ❑ QZM�m m z Q� a a NOTE 1 _ w ti w w p �[ 0 LL p _ m d- ❑ J Z p LOU Z0 m J U ti _}ap z JJZZO _Q LL p W W W W W W m m p Z p 0 WWJ -0M awm �Mt >-w ❑ (� O m a Z - Z Z ZaparwW�N[Jnm-WW W Q �4L9InIwwEn N � �wFNO�PFIIwIX 0zEJ co QI-p Dw0ZI�Xp�00 � p w a M 0 W J p Q m acWwl pa. 0 W rY U Z Z w i 2 2x6.1/2 ?ZQX�0pQ0W0W0Z W xw zU w w NOTE 1 LLi w Z- X Q w_ Q N, Z_ w m M w I F p v 0 w w wQ a F 'Z ,z w aZZJ I- z -I}zQ--IUOa4W 0 U _ 0 ❑ CMZ U.N_WI NZZ Z zw0QmZ 0Y z3: WWJ _ F- � Q LLI W ❑ (n w � U Z W W _,� } 0 w 0 F W�� m w Q E Q I Q Z I 4 U p 1. - 2 ,,n.,._ I- I Z I- Y 0 Z w (J F M O � I- F W — z04- UIY❑I WpZQ NOTE p! 0w tY QFJ�- I 0J z mI-?UU O QUI-_3NdNQq 2 2x6 111 r LL.. T I I IF z SHEET NO.: 0- _ ST 4 Q — — STRUCTURAL ( FRAMING PLAN 2) 2x10-1/2 2 2x6-1/2 0 JOB NO.: ( ) II V 1 II Q I I — SUBDIVISION: II Ba O Atlantic � Ch I1 Country Club I -Q (2)2x6_1/1 NOTE 1 LOT NO.: I I � II WSP HDR -0/1 Z 133-1 i L ( FLOOR PLAN`. I I) (2) 2x6-1/2 WSP HDR -0/2 (2) 2x6-1/2 O Il J Moder Home 0 I Z DESIGNED: (2) 2x4-1/1 2 ]--� C) DAEfRTD NOTE 1 SWB SWB W NOTE 8 & 9 NOTE 8 & 9 F- REVIEWED: vi X w DBM- -------- Q `( -t REVISIONS DATE DECORATIVE BRACKET PER ARCHITECTURAL, (4) TOTAL m Z 0 I W a z 0 STRUCTU L ENGINEERING C) LL ti��rrr a ttttyr li Q *irFi • .. ,, R F No 71457 , 0 S E OF .' 41 R ww� Q N A�- 11 �ti►1tlrrrt SECOND LEVEL STRUCTURAL FRAMING PLAN- 1 /4 - 11 011 x W D- Derek B. Murray, P.E. Q P.E. No. 71457 METAL CONNECTOR ENGINEERING 11-20-2017 i i LL � ROOF FRAMING KEYNOTES LUMBER SIZE NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 2x12 12" 14'-5" 18'-3" 21'-8" 1. PRE -MANUFACTURED SHEAR PANEL > 1 12'-6" 15'-10" 18'-9" 22'-1" • INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON FRAMING 10'-2" 12'-11" 164" 18'-0" O PLAN rn U • SHEAR PANEL TO SW DBL TOP PLT W/ 10d @ 3" O.C. (0 4. OVERFRAMING NOTES • FLOOR DECK TO SHEAR PANEL W/ 10d @ 3" O.C. -� • NOTE: IF PRE -MANUFACTURED SHEAR PANELS ARE NOT PROVIDED BY � TRUSS MANUFACTURER SEE "ELEVATION , ELE ATION OF BOX FRAME OVER SW N 0 DETAIL, SEE DETAIL SHEET U 2. TYPICAL BEARING BLOCK M M L • BEARING BLOCK TO BENO.2 SYP, MIN 48 LONG AND TO MATCH (0 DIMENSION OF TRUSS MEMBER. • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM 0 Z CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED. 0) Z) Z) O • ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP 24 O.C. MAX. @ 0 0 3. LEDGER FRAMING NOTES: N O C1 • FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY to LID � r. SUPPORT WITH FASTENING SHOWN BELOW (MAX 24" O.C. N N (V t- ti SPACING) Op M r` w � w • ADDITIONAL FASTENER MAY S BE REQUIRED AT SPECIFIED t` w LOCATIONS ON PLAN 0 ■ J • SEE TABLE 5 ON SHEET ST -1/S1 FOR FASTENER PROTECTION AGAINST CORROSION LU w w N • IN ACCORDANCE W/ FRC 507.2.1, EXTERIOR DECK LEDGERSCn V w w SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS N ` N LlJ AS INDICATED ABOVE. COMMON NAILS AT FLOOR FRAMING M N a) LEDGERS ARE FOR INTERIOR USE ONLY. m M J LL � O.C. SPACING LUMBER SIZE fn0 2x12 12" 14'-5" 18'-3" 21'-8" 26-6" > 1 12'-6" 15'-10" 18'-9" 22'-1" 24", 10'-2" 12'-11" 164" 18'-0" O Y rn U Y 4. OVERFRAMING NOTES U -� t N 0 Iq U L (0 3 �20 W w Z 11 d' aU 0 Qz0�U1 Q❑ UI ❑WLLQZ IT I IC7YFo W❑ w_00L FZOMOWEWM Q� W 0 Z 0 m Q Q D W L Z pLd 0 wwlo JQ,°Ln 0 I I IIS ti / - _ I�JI �s I I ❑ U W E Z � � W _1 F- ❑ RAFTER SPAN SCHEDULE O.C. SPACING LUMBER SIZE 2x6 2x8 2x10 2x12 12" 14'-5" 18'-3" 21'-8" 26-6" 16" 1 12'-6" 15'-10" 18'-9" 22'-1" 24", 10'-2" 12'-11" 164" 18'-0" 20 L.L./15 D.L. #2 SYP 4. OVERFRAMING NOTES � Z � � Z) Z) C 1 U • ALL RAFTERS TO BE MIN. 2x6 NO.2 SYP 24 O.C. MAX. @ 0 (+7 C1 I� ti � r. r- I` t- ti r- w L- r` w � w r` w t` w „ • ALL SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. U 0 LU w w w LU w w w LlJ „ „ FASTEN SLEEPERS TO EACH TRUSS/RAFTER W/ (3) 16d Y00 M COMMONS MIN. C3 C3U O _ • EACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT ¢ CONNECTOR. y� J • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. z ' C5U •FASTEN 2x6 N0.2 SYP COLLAR TIES FROM RAFTER TO W/ C5 RAFTER WHERE APPLICABLE (5) 10d COMMONS MIN. ~ -HTS20 HTS20 -1 F - 3 �20 W w Z 11 d' aU 0 Qz0�U1 Q❑ UI ❑WLLQZ IT I IC7YFo W❑ w_00L FZOMOWEWM Q� W 0 Z 0 m Q Q D W L Z pLd 0 wwlo JQ,°Ln 0 I I IIS ti / - _ I�JI �s I I ❑ U W E Z � � W _1 F- ❑ RAFTER SPAN SCHEDULE O.C. SPACING LUMBER SIZE 2x6 2x8 2x10 2x12 12" 14'-5" 18'-3" 21'-8" 26-6" 16" 1 12'-6" 15'-10" 18'-9" 22'-1" 24", 10'-2" 12'-11" 164" 18'-0" 20 L.L./15 D.L. #2 SYP 3 �20 W w Z 11 d' aU 0 Qz0�U1 Q❑ UI ❑WLLQZ IT I IC7YFo W❑ w_00L FZOMOWEWM Q� W 0 Z 0 m Q Q D W L Z pLd 0 wwlo JQ,°Ln 0 I I IIS ti / - _ I�JI �s I I ❑ U W E Z � � W _1 F- ❑ W Q1Lj_<0 1IWWNFNw� W I ❑ U z QSFMj0o SI-- �IxZWQIL Cn F�04[]ELao�-30 0wZaZ�I�-oW�0Q� W I m L9 v U z w W z N 0 Q 1 w Z Z Q X W❑ D ❑- I 0 Z W E 0Ld ZQQw�In_LL U W W M Q a w IF 0 v U N. w w _z _zw w1azziI-ZNF Z I>•ZQ0- L1U004w13 Z00Z}LLmwa�wzzhF IZ WWU<mZw]< _z3:i 4 5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY Z 0 0 w Q w U U Or) ;a, ; W Z? ❑ F w w W T8 BUILDER IN ACCORDANCE WITH FRC R302.12. ¢ I Q Z I Q U p F Q- 12 6 N 6. ANGLE & LATERAL BRACES MAY BE OMITTED FROM GABLE Z U Q- U Ir 0 I w U Z Q r E ❑ W Q F J F • I 0-1 BRACING DETAIL PENDING PORCH SHEATHING IS PROPERLY U F- ? 3 N a Ln Q ❑ M L- ? D U KW3 T9 APPLIED. _ J rLL 7. • (2) 2x8 SYP BLK BETWEEN TOP CHORDS BELOW WALL ABOVESHEET NO.: r • ATTACH BLOCKING TO TRUSSES W/ 4 O 10d OE NAILS EACH END T Z T10 M 8. RAFTER OVERHANG ST -4A I— U U. • 2x6x4 LONG NO. 2 SYP PT SCABBED RAFTER TAILS ¢ RAFTER TAILS TO TRUSS TOP CHORD W/ (2) ROWS Of ROOF FRAMING T11 " 10d 6 O.C. 'STAGGERED c1 T22PLAN Cnr 0 JOB NO.: T12 C3hHLn U LO T AT7352 'S�r w wu _ t Q s o � D >` ' - — SUBDIVISION. T13 T19 0 Atlantic Beach NOTE 8 LO LO L0 Ln JUS2a - J = �- Count Club o i Country _ w w w w (D L T14 Q d T1 g,� Ln , - r r r LOT NO.. F- JUS2a U ti z 133-1 T17y 1 1 _ <'J ✓ FLOOR P _ T16 _ q 0OO LAN. ti - V6 0 - - 1 C1u N J Model Home _C3FLLT LD O LO LU w LJJ, �Trl 104_ Z DESIGNED: wcrf r r 51�5LU w LU w wNT N U DAE/RTD C1 C1H 11,w 4 I—' REVIEWED: r M co U U U U W B4 DBM a ST -6 ¢ REVISIONS DATE h n n NO n TE 8 `14r 0 1 08 161011 401811 m w z W z U) °4 D A EXO — TRUC L ENGINEERING H I° P U -- I�%%III IIIl `� B M �fi -iR USS ENGINEERING NOTES: a: ,,\G NS.•:9, No 1457 _ .; UNLESS SPECIFICALLY NOTED_* ON TRUSS FRAMING PLAN, ALL TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING 0 ST OF •:4U v TO THE TYPICAL WALL SECTION SHEET. z o'. .. • ALL EXTERIOR WALLS ARE HELD BACK 1%2" FOR SHEATHING. c�` • . o R ro.• W ♦ I� F- �l►�rIIUI�II 1 1 SECOND LEVEL ROOF FRAMING PLAN /4 0 x W 0- Derek erek B. Murray, P.E. No. 71457 METAL CONNECTOR ENGINEERING P.E..E. 07 CEILING JOIST SPAN SCHEDULE O.C. SPACING LUMBER SIZE 2x4 2x6 2x8 2x10 12" 11'-10" 18'-8" 24'-7" 26-0" 16" 10'-9" 16-11" 21'-7" 25'-7" 24" 9'-3" 13'-11" 17'-7" 20'-11" 10 L. L./5 D. L. #2 SYP W Q1Lj_<0 1IWWNFNw� W I ❑ U z QSFMj0o SI-- �IxZWQIL Cn F�04[]ELao�-30 0wZaZ�I�-oW�0Q� W I m L9 v U z w W z N 0 Q 1 w Z Z Q X W❑ D ❑- I 0 Z W E 0Ld ZQQw�In_LL U W W M Q a w IF 0 v U N. w w _z _zw w1azziI-ZNF Z I>•ZQ0- L1U004w13 Z00Z}LLmwa�wzzhF IZ WWU<mZw]< _z3:i 4 5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY Z 0 0 w Q w U U Or) ;a, ; W Z? ❑ F w w W T8 BUILDER IN ACCORDANCE WITH FRC R302.12. ¢ I Q Z I Q U p F Q- 12 6 N 6. ANGLE & LATERAL BRACES MAY BE OMITTED FROM GABLE Z U Q- U Ir 0 I w U Z Q r E ❑ W Q F J F • I 0-1 BRACING DETAIL PENDING PORCH SHEATHING IS PROPERLY U F- ? 3 N a Ln Q ❑ M L- ? D U KW3 T9 APPLIED. _ J rLL 7. • (2) 2x8 SYP BLK BETWEEN TOP CHORDS BELOW WALL ABOVESHEET NO.: r • ATTACH BLOCKING TO TRUSSES W/ 4 O 10d OE NAILS EACH END T Z T10 M 8. RAFTER OVERHANG ST -4A I— U U. • 2x6x4 LONG NO. 2 SYP PT SCABBED RAFTER TAILS ¢ RAFTER TAILS TO TRUSS TOP CHORD W/ (2) ROWS Of ROOF FRAMING T11 " 10d 6 O.C. 'STAGGERED c1 T22PLAN Cnr 0 JOB NO.: T12 C3hHLn U LO T AT7352 'S�r w wu _ t Q s o � D >` ' - — SUBDIVISION. T13 T19 0 Atlantic Beach NOTE 8 LO LO L0 Ln JUS2a - J = �- Count Club o i Country _ w w w w (D L T14 Q d T1 g,� Ln , - r r r LOT NO.. F- JUS2a U ti z 133-1 T17y 1 1 _ <'J ✓ FLOOR P _ T16 _ q 0OO LAN. ti - V6 0 - - 1 C1u N J Model Home _C3FLLT LD O LO LU w LJJ, �Trl 104_ Z DESIGNED: wcrf r r 51�5LU w LU w wNT N U DAE/RTD C1 C1H 11,w 4 I—' REVIEWED: r M co U U U U W B4 DBM a ST -6 ¢ REVISIONS DATE h n n NO n TE 8 `14r 0 1 08 161011 401811 m w z W z U) °4 D A EXO — TRUC L ENGINEERING H I° P U -- I�%%III IIIl `� B M �fi -iR USS ENGINEERING NOTES: a: ,,\G NS.•:9, No 1457 _ .; UNLESS SPECIFICALLY NOTED_* ON TRUSS FRAMING PLAN, ALL TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING 0 ST OF •:4U v TO THE TYPICAL WALL SECTION SHEET. z o'. .. • ALL EXTERIOR WALLS ARE HELD BACK 1%2" FOR SHEATHING. c�` • . o R ro.• W ♦ I� F- �l►�rIIUI�II 1 1 SECOND LEVEL ROOF FRAMING PLAN /4 0 x W 0- Derek erek B. Murray, P.E. No. 71457 METAL CONNECTOR ENGINEERING P.E..E. 07 TYPICAL ROOF DECK. SEE SHEATHING SPECS, SHEET ST -1 TRUSS OR RAFTER TO TOP PLATE W/ SDWC15600 INSTALLED FROM BELOW PLATE AS SHOWN IN INSTALLATION #1 BELOW. WALL SHEATHING TO TOP PLATE W/ 8d COMMON, SPACING PER TABLE 2 ST -1; W /a BETWEEN TOP OF WOOD PANEL AND CENTER OF FASTENERS, TRUSS OR RAFTER TO TOP PLATE TRUSS TO TOP PLATE W OPTIONS, UNO: C 1 • H2.5A/T SDWC15600 OR 1i2.5 • SDWC15600 INSTALLED @ INSIDE FAC H2. AR OR SDWC15600 @ HEADER JACKKING PROPERLY WIND LOAD RATED SOFFIT MATERIAL OF PLATE AS SHOWN GROUP AND @ MAX 32' O.C., SDWC MAY BE CONTINUOUS ;@ PERIMETER. SEE TABLE 1: COMPONENT TOP PLATE TO STUD INSTALLED TO EITHER FACE OF STUD, SEE AND CLADDING DESIGN PRESSURES ON SHEET ST -1. SDWC15600 OR H2.5Ar TYPICAL,_ INSTALLATION DETAILS BELOW EXTERIOR WALL 2x4 OR 2x6 STUD GRADE SPF OR STUD SPACING PER TABLE 3: MAXIMUM „ EXTERIOR WALL STUD SPACING. ROOF STUD ALIGNED DIRECTLY BETTER @ MAX 16 O.C. PER BEARING ONLY. PLAN BELOW TRUSS • *SEE INSTALLATION BELO TYPICAL WALL SECTION ALTERNATE ROOF -TO -WALL CONNECTION SECTIONS AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) cn v Y CU 2x4 OR 2x6 STUD GRADE EXTERIOR WALL STUD SPACING. ROOF FLOOR -TO -FLOOR UPLIFT C AND FLOOR BEARING. SDWC SCREWS SPEC NNECTOR NOTES: FIED ON PLAN OR TYPICAL WALL SECTION MAY BE OMITTED W/ ALTERi <TE o SEE TABLE 2: WOOD STRUCTURAL PANEL TOP PLATE TO JACK/KING GROUP: � WALL SHEATHING TO BOTTOM PLATE z a 0 Q D m I W w N I- - W w .1 I- W f- m 0 m n ❑ I o SHEATHING REQUIREMENTS FOR TYPICAL (1) SDWC15600 SCREW AT OPENINGS 6' OR LESS. WALL 2x NO2 SYP BLOCKING TO FIT(2) STUD TO BOTTOM PLATE @ HEADER o SHEATHING SPECIFICATIONS SDWC15600 SCREWS AT OPENINGS BETWEEN 6' AND 36 < c < 13 " z (A TIGHT BETWEEN TRUSSES, IJACK/KING GROUPS AND @ MAX 32" O.C. W/ STUD TO BOTTM PLATE @ HEADER JACK/KING SEE PLAN OTHERWISE CTOR APPLIES TO IST FLOOR HEADER OR STUD (3)10d TOE -NAIL @ EACH END, (2)SDWC15450 OR (1) SDWC15600,SDWC MAY GROUPS AND @ MAX 32" O.C. W/ SDWC15450, Z) m N O(f) BLOCKING MAY BE OMITTED BE INSTALLED TO EITHER FACE OF STUD, SDWC MAY BE INSTALLED TO EITHER FACE OF OPT. 2x_ LEDGER, ATTACH CONN FOR HEEL HEIGHTS < 9„ SEE INSTALLATION DETAILS BELOW STUD, SEE INSTALLATION DETAILS BELOW RIMBOARD.INSTALL (2) ROWS 8d TO FLOOR TRUSS TOP ALTERNATE SHEATHING BOTTOM PLATE TO TRUSS @ 24" O.C. ALTERNATE STRAP W W , BOTTOM PLATE TO TRUSS @ 24" W/ SIMPSON SDWC15600 H2.5A/T OR SDWC15600 _ SPAN COMMON TRUSS -SPAN IS 16 FEET OR LESS. O.C. W/ SDWC15450 BOTTOM PLATE TO RIBBON BOARD JACK/KING CONNECTOR TO INSIDE CONNECTOR: SHEATHING SPLICE. OFFSET ROWS -xQZ[]Q� W M Z W 1.1 N Z W 2 �f-OU� WW . W Q W a F Z uI ZI>-zQOZZa0❑04Wp W/ 10d a7 6" O.C. GROUP FACE OF STUD W 6„ EMBED AT MONOLITHIC \ \ \ I WALL SHEATHING TO BOTTOM PLATE W/ GIRDER PER PLAN (MIN 1-421", MAX 5") AND SPACE NAILS 0 p❑ z} W N W a 0 m Z z I- \ \ 8d COMMON, SPACING PER TABLE 2, ST -1 ° MONOLITHIC EXTERIOR WALL n 12" x MIN. 18 GAGE @ 4" O.C. STAGGERED. -2 d" o C \ \ ONTINUOUS 2x4 RIBBON BOARD \ I \ \ \ \ \ ' (6)TRUSS BAYS FROM EACH TYPICAL TRUSS TO LAP UPPER AND LOWER LEVEL WALLS 12" \ WALL SHEATHING TO TOP PLATE W/ 8d C TO TOP PLA TE GABLE FLOOR TO TOP PLATE COMMON, SPACING PER TABLE 2, ST -1 -TRUSS OVER HEADER: CONNECTION TYPICAL OP PLATE TRUSS ALTERNATE STRAP I T TO @ HEADER PLATE. TOP PLATE TO HEADER W/ M EXTERIOR WALL CONNECTOR. SEE JACK/KING GROUPS AND @ 24" O.C. W/ \ \ SIMPSON SDWC15600 @ MAX TYPICAL � RIBBON B-OARD "METAL FLAT STRAP I SDWC15600 TOP. PLATE TO TRUSS @ 48" O.C. W/ 32” O.C. (SEE HEADER EXTERIOR WALL NAILS PER STUD \ 2ND LEVEL STUD TO STUD TO TOP PLATE @ HEADER JACK/KING SIMPSON SDWC15600 FRAMING NOTES ON SHEET J IN 2x6 BOTTOM PLATE 1ST LEVEL STUB"GROUPS AND @ 48" O.C. W/ SDWC15600, SDWC I ° ° MASA ANCHOR T-1 FOR ALTERNATES) RAISED HEEL TRUSS DETAIL MAY BE INSTALLED TO EITHER FACE OF STUD, CANTILEVER TRUSS HEADER FRAMING. ALTERNATE SECTIONS AT ROOF SEE INSTALLATION DETAILS BELOW STUD SPACING PER TABLE 3: MAXIMUM 0 cn v Y CU 2x4 OR 2x6 STUD GRADE EXTERIOR WALL STUD SPACING. ROOF FLOOR -TO -FLOOR UPLIFT C AND FLOOR BEARING. SDWC SCREWS SPEC NNECTOR NOTES: FIED ON PLAN OR TYPICAL WALL SECTION MAY BE OMITTED W/ ALTERi <TE TYPICAL EXTERIOR TOP PLATE TO JACK/KING GROUP: � WALL SHEATHING TO BOTTOM PLATE z a 0 Q D m I W w N I- - W w .1 I- W f- m 0 m n ❑ I iv (1) SDWC15600 SCREW AT OPENINGS 6' OR LESS. WALL 2x NO2 SYP BLOCKING TO FIT(2) TYPICAL EXTERIOR OR W/ 8d COMMON @ 3" Q.C. SDWC15600 SCREWS AT OPENINGS BETWEEN 6' AND 36 < c < 13 " z (A TIGHT BETWEEN TRUSSES, o r SEE PLAN OTHERWISE CTOR APPLIES TO IST FLOOR HEADER OR STUD (3)10d TOE -NAIL @ EACH END, 0 i Z) m N O(f) BLOCKING MAY BE OMITTED SPLICE WALL SHEATHING OVER co OPT. 2x_ LEDGER, ATTACH CONN FOR HEEL HEIGHTS < 9„ v co RIMBOARD.INSTALL (2) ROWS 8d TO FLOOR TRUSS TOP ALTERNATE SHEATHING DESIGN BY APEX TECHN REQUIRED -UNDER GABLE TRUSSES AND WHERE ALTERNATE STRAP W W , LU 0 H2.5A/T OR SDWC15600 _ SPAN COMMON TRUSS -SPAN IS 16 FEET OR LESS. a' MASA TO SIDE OF ° CONNECTOR: JACK/KING CONNECTOR TO INSIDE CONNECTOR: SHEATHING SPLICE. OFFSET ROWS -xQZ[]Q� W M Z W 1.1 N Z W 2 �f-OU� WW . W Q W a F Z uI ZI>-zQOZZa0❑04Wp O GROUP FACE OF STUD W 6„ EMBED AT MONOLITHIC \ Li) GIRDER PER PLAN (MIN 1-421", MAX 5") AND SPACE NAILS 0 p❑ z} W N W a 0 m Z z I- U N nJ ° MONOLITHIC EXTERIOR WALL n 12" x MIN. 18 GAGE @ 4" O.C. STAGGERED. -2 d" o C J 2x6 NO 2 SYP BLOCKING AT FIRST \ I \ \ \ \ \ ' (6)TRUSS BAYS FROM EACH TYPICAL TRUSS TO LAP UPPER AND LOWER LEVEL WALLS 12" TYPICAL TRUSS CORNER OF BUILDING. EACH C TO TOP PLA TE GABLE FLOOR TO TOP PLATE BLOCK TO HAVE (1)A35 TO TOP -TRUSS OVER HEADER: CONNECTION TYPICAL CONNECTION PLATE. TOP PLATE TO HEADER W/ M EXTERIOR WALL AS SHOWN. MIN (5) \ \ SIMPSON SDWC15600 @ MAX TYPICAL � RIBBON B-OARD a TYPICAL 32” O.C. (SEE HEADER EXTERIOR WALL NAILS PER STUD \ a EXTERIOR WALL FRAMING NOTES ON SHEET J IN 2x6 BOTTOM PLATE IN 2x4 BOTTOM PLATE ° ° MASA ANCHOR T-1 FOR ALTERNATES) RAISED HEEL TRUSS Z CANTILEVER TRUSS HEADER FRAMING. ALTERNATE SECTIONS AT ROOF MATCH FLOOR DEPTH _o 0 cn v Y CU 2x4 OR 2x6 STUD GRADE EXTERIOR WALL STUD SPACING. ROOF FLOOR -TO -FLOOR UPLIFT C AND FLOOR BEARING. SDWC SCREWS SPEC NNECTOR NOTES: FIED ON PLAN OR TYPICAL WALL SECTION MAY BE OMITTED W/ ALTERi <TE TYPICAL EXTERIOR U � WALL SHEATHING TO BOTTOM PLATE z a 0 Q D m I W w N I- - W w .1 I- W f- m 0 m n ❑ I iv MIN./ fllx 6" TITEN HD z WALL Q TYPICAL EXTERIOR OR W/ 8d COMMON @ 3" Q.C. INTERIOR LOAD BEARING WALL z (A W N I w Z Q I Q F F Z W < w 0 w 0 z a a 020 B Q F o r INTERIOR LOAD BEARING CTOR APPLIES TO IST FLOOR HEADER OR STUD JACKAND GABLE TRUSSES K LUNO *** 0 i Z) m N O(f) WALL SPLICE WALL SHEATHING OVER co OPT. 2x_ LEDGER, ATTACH CONN Z x METAL W/MIN 5 NAILS EACH IN STUD d' co RIMBOARD.INSTALL (2) ROWS 8d TO FLOOR TRUSS TOP ALTERNATE SHEATHING DESIGN BY APEX TECHN REQUIRED -UNDER GABLE TRUSSES AND WHERE ALTERNATE STRAP COMMON NAILS ABOVE AND BELOW O BEAM LU 0 d O SPAN COMMON TRUSS -SPAN IS 16 FEET OR LESS. a' MASA TO SIDE OF ° CONNECTOR: 0 _a CONNECTOR: SHEATHING SPLICE. OFFSET ROWS -xQZ[]Q� W M Z W 1.1 N Z W 2 �f-OU� WW . W Q W a F Z uI ZI>-zQOZZa0❑04Wp O 6„ EMBED AT MONOLITHIC \ Li) GIRDER PER PLAN (MIN 1-421", MAX 5") AND SPACE NAILS 0 p❑ z} W N W a 0 m Z z I- U N nJ ° MONOLITHIC EXTERIOR WALL n 12" x MIN. 18 GAGE @ 4" O.C. STAGGERED. -2 d" o ° MASA SETY2” TO THE J COVERING PER SPECS \ I \ \ \ \ \ ' ° d' TO LAP UPPER AND LOWER LEVEL WALLS 12" \ \ \ METAL STRAP @ 48" O.C. W/ MIN (5) NAILS \ \ \ \ \ GAP PER APA RECOMMENDATIONS N N GABLE FLOOR V Y \ EACH 1N UPPER AND CONTINUOUS 2x4 \ \ z M AS SHOWN. MIN (5) \ \ LOWER STUDS/HEADER � RIBBON B-OARD a m ° ° ° 1 ” a' /2 DRILL & NAILS PER STUD \ a \ \ T ANCHOR J IN 2x6 BOTTOM PLATE IN 2x4 BOTTOM PLATE ° ° MASA ANCHOR .75" THICK (MIN) OSB/PLYWOOD RIM TO ° Z TYPICAL BOTT — — — — — — — — — - MATCH FLOOR DEPTH _o 0 2x4 NO.2 SYP DIAGONAL BRACE @ 48" WOOD FLOOR WALL SHEATHING TO TOP PLATE W/ r 0 z O.C. DIAGONAL BRACE TO FLOOR TRUSSES BY OTHERS 8d COMMON @ 3" O.C. EXTERIORS EATHING TO SPAN METAL FLAT STRAP 2ND LEVEL ALTERNATE Y4" WSP RIM BOARD CONTINUOUS ACROSS SYSTEM. STUD TO 1ST LEVEL STUD SPLICE CONNECTION FLOOR ALTERNATE LOOR-TO-FLOOR UPLIFT cn v Y CU 2x4 OR 2x6 STUD GRADE EXTERIOR WALL STUD SPACING. ROOF FLOOR -TO -FLOOR UPLIFT C AND FLOOR BEARING. SDWC SCREWS SPEC NNECTOR NOTES: FIED ON PLAN OR TYPICAL WALL SECTION MAY BE OMITTED W/ ALTERi <TE GIRDER OR HEADER UPLIFT U � W z a 0 Q D m I W w N I- - W w .1 I- W f- m 0 m n ❑ I N MIN./ fllx 6" TITEN HD z SPF OR BETTER MAX 1. ALL @ FLOOR -TO -FLOOR. UPLIFT 16" O.C, UNO. SEE PLAN Q CONNECTIONS NOT REQ D @ EXTERIOR WALLS UNDER r INTERIOR LOAD BEARING WALL z (A W N I w Z Q I Q F F Z W < w 0 w 0 z a a 020 B Q F o r rz ADDENDUM =' 2. ALTERNATE STRAP CONN • T R� WALL SECTION _ _ TYPICAL UPLIFT-CONNECTION IQN NOTE. FLOOR TO FLOOR UPS.-�F CTOR APPLIES TO IST FLOOR HEADER OR STUD JACKAND GABLE TRUSSES K LUNO *** 0 i Z) m N O(f) 0- —' co OPT. 2x_ LEDGER, ATTACH CONN Z x METAL W/MIN 5 NAILS EACH IN STUD d' co TO FLOOR TRUSS TOP STRAPPING METHOD FOR UPPER LEVEL FRAMING TO BEAM (OR GIRDER) DESIGN BY APEX TECHN REQUIRED -UNDER GABLE TRUSSES AND WHERE W F- -1-' W O BEAM LU 0 d O SPAN COMMON TRUSS -SPAN IS 16 FEET OR LESS. a' MASA TO SIDE OF ° 0 0 _a O N Lu Z -' -xQZ[]Q� W M Z W 1.1 N Z W 2 �f-OU� WW . W Q W a F Z uI ZI>-zQOZZa0❑04Wp O 6„ EMBED AT MONOLITHIC \ Li) GIRDER PER PLAN N 0 p❑ z} W N W a 0 m Z z I- U N nJ ° MONOLITHIC d n FOOTING coCq -2 d" o ° MASA SETY2” TO THE J J APPROVED ADHESIVE I i M INSIDE OF SLAB. ° d' o MIN. i N N GABLE FLOOR V Y N a ,, STEMWALL FTG PER 1 Ya co z M Oli (V ° .J a m ° ° ° 1 ” a' /2 DRILL & IL. 1 " /2 0.SCREW ANCHOR a Y2'1 „ /2 J -BO T ANCHOR J IN 2x6 BOTTOM PLATE IN 2x4 BOTTOM PLATE ° ° MASA ANCHOR •> ° Z TYPICAL BOTT — — — — — — — — — - J� _ 0 2x4 NO.2 SYP DIAGONAL BRACE @ 48" 0 z O.C. DIAGONAL BRACE TO FLOOR CO) 0 _�e TRUSS OR DBL TOP PLATE W/ (3)10d cn v Y CU • ANCHOR BOLT (SEE OPTIONS) W1 NUT AND 2" • SQUARE WASHER: STORY -STUD TO BOTTOM PLATE @ TWO STO :. ' HEADER JACK/KING GROUPS AND • EACH SIDE OF OPENINGS 48" O.C. W/ SDWC15450 �; •WITHIN 12 OF END OF PLATE SEGMENTS =DIA, x2- MIN •SINGLE STORY.- STUD TO BOTTOM PLATE • MAX 48„ O.C. OTHERWISE EMBEDMENT @ HEADER JACK/KING GROUPS AND @' APPROVED 32” O.C. W/ (2)SDWC15450 WEDGE ANCHOR • SDWC MAY BE INSTALLED TO EITHER FACE WALL SHEATHING TO PT SILL PLATE WITH OR EQUAL @ 48" OF STUD, SEE INSTALLATION DETAILS 8d COMMON, SPACING PER TABLE 2, ST -1 O.C. MAX W/ 2" BELOW 2 1" BETWEEN BOTTOM OF PANEL SQUARE WASHER AND CENTER OF FASTENERS. a e a ° T L n MINIMUM a" / MAX Ya" GAP BETWEEN ° d ° BOTTOM OF PANEL AND TOP OF SLAB. d ° / \ \ \ / / , A i / EXTERIOR SHEATHING TORESOLVE • • 4 \/ WALL UPLIFT AND SHEAR AT SILL \ ° \ PLATE. TYPICAL, UNO. /.\//.\/1 MIN 1/2"x10" 2x4 OR 2x6 STUD GRADE EXTERIOR WALL STUD SPACING. ROOF FLOOR -TO -FLOOR UPLIFT C AND FLOOR BEARING. SDWC SCREWS SPEC NNECTOR NOTES: FIED ON PLAN OR TYPICAL WALL SECTION MAY BE OMITTED W/ ALTERi <TE GIRDER OR HEADER UPLIFT U � W z a 0 Q D m I W w N I- - W w .1 I- W f- m 0 m n ❑ I THREADED ROD MIN./ fllx 6" TITEN HD z SPF OR BETTER MAX 1. ALL @ FLOOR -TO -FLOOR. UPLIFT 16" O.C, UNO. SEE PLAN Q CONNECTIONS NOT REQ D @ EXTERIOR WALLS UNDER I - 2 0 H - 1-IZ �[ Zwp WF -M I- � M INTERIOR LOAD BEARING WALL z (A W N I w Z Q I Q F F Z W < w 0 w 0 z a a 020 B Q F o DO NOT U rz ADDENDUM =' 2. ALTERNATE STRAP CONN • T R� WALL SECTION _ _ TYPICAL UPLIFT-CONNECTION IQN NOTE. FLOOR TO FLOOR UPS.-�F CTOR APPLIES TO IST FLOOR HEADER OR STUD JACKAND GABLE TRUSSES K LUNO *** 0 STUD TO BEAM OR TRUSS @ 48 „ O.C.o/1 �„ C 18 GA. STRAP Z) m N O(f) 0- —' 1 IrOT 3. THREADED ROD QUIC OPT. 2x_ LEDGER, ATTACH CONN Z x METAL W/MIN 5 NAILS EACH IN STUD d' W TO FLOOR TRUSS TOP STRAPPING METHOD FOR UPPER LEVEL FRAMING TO BEAM (OR GIRDER) DESIGN BY APEX TECHN REQUIRED -UNDER GABLE TRUSSES AND WHERE W F- -1-' W O BEAM LU CHORD W/ IOd @ 6" O.C. d °a SPAN COMMON TRUSS -SPAN IS 16 FEET OR LESS. a' MASA TO SIDE OF ° BELOW PER SW - SHEAR WALLSCHED ULE ON SHEET ST **` 0 _a AND WOOD BEAM OR TRUSS Lu Z -' -xQZ[]Q� W M Z W 1.1 N Z W 2 �f-OU� WW . W Q W a F Z uI ZI>-zQOZZa0❑04Wp BOTTOM PLATE W/ (3) 6„ EMBED AT MONOLITHIC \ ° GIRDER PER PLAN ° MONOLIT 0 p❑ z} W N W a 0 m Z z I- U 4 MONOLITHIC ORU ° MONOLITHIC d n FOOTING H -2 FOOTIN � ONLY ° MASA SETY2” TO THE J 4 APPROVED ADHESIVE � 0 i M INSIDE OF SLAB. ° OR EPDXY ANCHOR o MIN. O GABLE FLOOR o Y ct) a ,, STEMWALL FTG PER 1 Ya TRUSS BY OTHERS z FOOTING ONLY Oli PLAN ° a ° ° ° 1 ” a' /2 DRILL & 1 n / 0 SCREW ANCHOR z 1 " /2 0.SCREW ANCHOR a Y2'1 „ /2 J -BO T ANCHOR EPDXY ANCHOR IN 2x6 BOTTOM PLATE IN 2x4 BOTTOM PLATE ° ° MASA ANCHOR — - ° Z TYPICAL BOTT — — — — — — — — — - 0 2x4 NO.2 SYP DIAGONAL BRACE @ 48" H O.C. DIAGONAL BRACE TO FLOOR TRUSS OR DBL TOP PLATE W/ (3)10d TOE -NAILS AT EACH END. LO TYPICAL EXTERIOR WALL o NT I` X r 0 W,W 4 0 0 0. 0 a Q j m 0 Z a z 0 0 - W� W w w p U100z HU[]N00raN w 0- z Z p a 0 Z J a<I­-WW PARALLEL FLOOR TRUSS 0 < Q W W 0 Z � m 2 o w o 6 W w o 0 Wa. 0 W W J m- D W W 0 0❑ma ZM�WJmzI-0 M a 1.1 W 0 Z U **2ND FLOOR WALL TO BEAM • ANCHOR BOLT (SEE OPTIONS) W1 NUT AND 2" • SQUARE WASHER: STORY -STUD TO BOTTOM PLATE @ TWO STO :. ' HEADER JACK/KING GROUPS AND • EACH SIDE OF OPENINGS 48" O.C. W/ SDWC15450 �; •WITHIN 12 OF END OF PLATE SEGMENTS =DIA, x2- MIN •SINGLE STORY.- STUD TO BOTTOM PLATE • MAX 48„ O.C. OTHERWISE EMBEDMENT @ HEADER JACK/KING GROUPS AND @' APPROVED 32” O.C. W/ (2)SDWC15450 WEDGE ANCHOR • SDWC MAY BE INSTALLED TO EITHER FACE WALL SHEATHING TO PT SILL PLATE WITH OR EQUAL @ 48" OF STUD, SEE INSTALLATION DETAILS 8d COMMON, SPACING PER TABLE 2, ST -1 O.C. MAX W/ 2" BELOW 2 1" BETWEEN BOTTOM OF PANEL SQUARE WASHER AND CENTER OF FASTENERS. a e a ° T L n MINIMUM a" / MAX Ya" GAP BETWEEN ° d ° BOTTOM OF PANEL AND TOP OF SLAB. d ° / \ \ \ / / , A i / EXTERIOR SHEATHING TORESOLVE • • 4 \/ WALL UPLIFT AND SHEAR AT SILL \ ° \ PLATE. TYPICAL, UNO. /.\//.\/1 MIN 1/2"x10" 2x4 OR 2x6 STUD GRADE EXTERIOR WALL STUD SPACING. ROOF FLOOR -TO -FLOOR UPLIFT C AND FLOOR BEARING. SDWC SCREWS SPEC NNECTOR NOTES: FIED ON PLAN OR TYPICAL WALL SECTION MAY BE OMITTED W/ ALTERi <TE GIRDER OR HEADER UPLIFT TYPICAL EXTERIOR OR W z a 0 Q D m I W w N I- - W w .1 I- W f- m 0 m n ❑ I THREADED ROD MIN./ fllx 6" TITEN HD z SPF OR BETTER MAX 1. ALL @ FLOOR -TO -FLOOR. UPLIFT 16" O.C, UNO. SEE PLAN CONNECTIONS INCLUSIVE OF ALTERNATE THREADED ROD CONNECTOR PER CONNECTIONS NOT REQ D @ EXTERIOR WALLS UNDER I - 2 0 H - 1-IZ �[ Zwp WF -M I- � M INTERIOR LOAD BEARING WALL z (A W N I w Z Q I Q F F Z W < w 0 w 0 z a a 020 B Q F BOTTOM PLATE W/ (6) DO NOT U rz ADDENDUM =' 2. ALTERNATE STRAP CONN • T R� WALL SECTION _ _ TYPICAL UPLIFT-CONNECTION IQN NOTE. FLOOR TO FLOOR UPS.-�F CTOR APPLIES TO IST FLOOR HEADER OR STUD JACKAND GABLE TRUSSES K LUNO *** 0 STUD TO BEAM OR TRUSS @ 48 „ O.C.o/1 �„ C 18 GA. STRAP Z) m Z w t- Z w - 0 X - 0 W a I a w 0 Q a 0 ❑ w W 0 [7 Q Ll z z W TO TOP OF WOOD —' 1 IrOT 3. THREADED ROD QUIC Y TEM I ACCEPTABLE OPTION IN ACCORDANCE WITH SUPPLEMENTARY ,, ;.:�� TIE S S S CONN Z x METAL W/MIN 5 NAILS EACH IN STUD PLATE W W W m ❑ Q < W 0 0_ Z H I 0 Z X 0 STRAPPING METHOD FOR UPPER LEVEL FRAMING TO BEAM (OR GIRDER) DESIGN BY APEX TECHN REQUIRED -UNDER GABLE TRUSSES AND WHERE LOGY: ADDENDUM AVAILABLE UPON REQUEST. -, 2x4 BOTTOM PLATE O BEAM LU _ _ w _ Z H - - -0w F QFWm-ar, WW d °a SPAN COMMON TRUSS -SPAN IS 16 FEET OR LESS. a' MASA TO SIDE OF ° BELOW PER SW - SHEAR WALLSCHED ULE ON SHEET ST **` 0 _a AND WOOD BEAM OR TRUSS Lu Z -' -xQZ[]Q� W M Z W 1.1 N Z W 2 �f-OU� WW . W Q W a F Z uI ZI>-zQOZZa0❑04Wp BOTTOM PLATE W/ (3) 6„ EMBED AT MONOLITHIC \ ° GIRDER PER PLAN ° MONOLIT 0 p❑ z} W N W a 0 m Z z I- U • ANCHOR BOLT (SEE OPTIONS) W1 NUT AND 2" • SQUARE WASHER: STORY -STUD TO BOTTOM PLATE @ TWO STO :. ' HEADER JACK/KING GROUPS AND • EACH SIDE OF OPENINGS 48" O.C. W/ SDWC15450 �; •WITHIN 12 OF END OF PLATE SEGMENTS =DIA, x2- MIN •SINGLE STORY.- STUD TO BOTTOM PLATE • MAX 48„ O.C. OTHERWISE EMBEDMENT @ HEADER JACK/KING GROUPS AND @' APPROVED 32” O.C. W/ (2)SDWC15450 WEDGE ANCHOR • SDWC MAY BE INSTALLED TO EITHER FACE WALL SHEATHING TO PT SILL PLATE WITH OR EQUAL @ 48" OF STUD, SEE INSTALLATION DETAILS 8d COMMON, SPACING PER TABLE 2, ST -1 O.C. MAX W/ 2" BELOW 2 1" BETWEEN BOTTOM OF PANEL SQUARE WASHER AND CENTER OF FASTENERS. a e a ° T L n MINIMUM a" / MAX Ya" GAP BETWEEN ° d ° BOTTOM OF PANEL AND TOP OF SLAB. d ° / \ \ \ / / , A i / EXTERIOR SHEATHING TORESOLVE • • 4 \/ WALL UPLIFT AND SHEAR AT SILL \ ° \ PLATE. TYPICAL, UNO. /.\//.\/1 MIN 1/2"x10" L -HOOK MIN %" 36 KSI WWoQmZ-aQla-z3� < W5 .ANCHOR OLT THREADED ROD MIN./ fllx 6" TITEN HD z �� �� MIN Yz QJx 6 TITEN HD MASA TO TOP OF I - 2 0 H - 1-IZ �[ Zwp WF -M I- � M OR HILTI KWIK HUS -EZ OR HILTI KWIK HUS -EZ BOTTOM PLATE W/ (6) DO NOT U E J -BOLT AT ADHESIVE (OR APPROVED EQUAL) ;._. 0 1 Od x 1 „ HOLE -DOWN TO TOP OF WOOD —' CONN ECTORS PLATE STRAPPING METHOD FOR UPPER LEVEL FRAMING TO BEAM (OR GIRDER) SHEET NO.: ST -5 2x6 BOTTOM PLATE 2x4 BOTTOM PLATE F- d °a a' MASA TO SIDE OF ° BELOW PER SW - SHEAR WALLSCHED ULE ON SHEET ST **` 0 _a ° 8" EMBED AT STEMWALL ° 1 THEN FLOOR SYSTEM EXCEEDS 16" DEPTH, USE SIMPSON CS18 BOTTOM PLATE W/ (3) 6„ EMBED AT MONOLITHIC ° ° 10dx1 � ° /z„ ° MONOLIT C f OR U 4 MONOLITHIC ORU ° MONOLITHIC d STEMWALL FOOTING STEMWALL FOOTING a FOOTIN � ONLY ° MASA SETY2” TO THE ° PER PLAN 4 APPROVED ADHESIVE ° d ° INSIDE OF SLAB. ° OR EPDXY ANCHOR ° MIN. ° ° MIN MONOLITHIC OR 1%4' ° Q ° ° MONOLITHIC a a ,, STEMWALL FTG PER 1 Ya ° 4 z FOOTING ONLY PLAN ° a ° ° ° 1 ” a' /2 DRILL & 1 n / 0 SCREW ANCHOR z 1 " /2 0.SCREW ANCHOR a Y2'1 „ /2 J -BO T ANCHOR EPDXY ANCHOR IN 2x6 BOTTOM PLATE IN 2x4 BOTTOM PLATE ° ° MASA ANCHOR ° TYPICAL BOTT M PLATE ANCHOR OPTIONS 'TYPICAL WALL SECTION BOTTOM PLATE ANCHOR NOTES: 1 HOUR FIRE RATED ASSEMBLIES: S „ �- _2a . I FIRE PROTECTION ASSEMBLIES ARE TO BE DETERMINED BY BUILDER AND ARE UNDER THE 2� / FLOOR PLAN. SECTIONS AT FOUNDATION ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) 1: ANCHOR REQUIRED ADJACENT TO EACH SIDE OF OPENING a (!� ( 2, TYPICAL ANCHOR BOLTS ACING IS 48" O.C. SEE PLAN FOR ENFORCEMENT OF THE BUILDING. OFFICIAL. I A 0 NON -TYPICAL BOLT SPAC NG. REQUIREMENTS FIRE RATED WALL COVERINGS REQUIRE A MINIMUM OF %" NAIL .PENETRATION INTO ,' J Model Home TYPICAL WALL SECTION NOTES. SEGMENT BOTTOM PLATE. SUPPORTS MAX 24" O.C.Pressure ER D 3, MINIMUM (2) ANCHORS REQUIRED IN ANY SEG OF O FRAMING @ O STAGG E 1. ALL TOP PLATES ARE TO BE BUILT WITH (2)2x_ N0.2 SYP FASTENED W/(2) ROWS 10d @ 8 O.C. �� . treated sill z DESIGNED. AN ANCHOR MUST BE PRESENTWITHIN 12 OF THE END OF ANY PLATE USE GALVANIZED OR STAINLESS FASTENERS IN FIRE PROTECTIVE MATERIALS PER •, " W/ MINIMUM 20 10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. •' •• (UNO). MINIMUM 48 LAP ( ) 4. ALL BOLT ANCHOR OPTIC) S REQUIRE NUT AND 2" SQUARE WASHER. SPECIFIED INSTALLATION DETAIL • •• .• _ D BEARING WALLS TO BE 2x SPF MAX 16 O.C. UNO /� p 2: ALL INTERIOR LOA _ @ .. (,) DAE/RTD R BOTTOM PLATES SHALL BE NO.2 SYP DUE TO FASTENER CAPACITIES. 5. INTERIOR BEARING NON- PLIFT WALLS, IDENTIFIABLE BY CROSS HATCH WOOD STRUCTURAL PANEL MAY BE INSTALLED BETWEEN FIRE PROTECTION AND 3. 1ST AND 2NDFL00 4 w F PLATE ENDS NOT REQUIRED, WOOD STUDS FBC TABLE 721:1 2 FOOTNOTE L . 30 NS NOT REQUIRED UNDER JACK AND GABLE TRUSSES TYPICAL. DEFINED ON STA, ANCHORS WITHIN 12 O Q ( (), Q. : 4. FLOOR -TO -FLOOR UPLIFT CONNECTIONS Q ANCHORS MUST BE PRO (DED TO MEET OR EXCEED MAXIMUM ON e „ „ „, SDWC15450 at sill plate connection F- REVIEWED. E PLAN FOR ADDITIONAL NON TYPICAL METAL CONNECTORS AT GIRDERS AND SHEAR WALLS. TYPE X SHEATHING'MAY SUBSTITUTE WOOD STRUCTURAL PANEL FOR TYPICAL 10 0 _ rnn 5. SE „ „ � � Finish. Black E Coat X CENTER SPACING &MINI UM 2 ANCHORS PER PLATE SEGMENT. WALL FRAMING APPLICATIONS. AT SW WALL OSB OR PLYWOOD MUST BE INSTALLED Optimal 22/ BOTTOM PLATE CONNECTOR NOT REQUIRED AT CRIPPLES $FLOW WINDOW SILL BLOCK O � p 2 W DBM 6. TYPICAL STUD TO TO INTERIOR OR EXTERIOR FACE OF SPECIFIED WALL PRIOR TO FIRE PROTECTION. a. Note: Sill lateanchor. Q p to foundation not shown for clarity. REVISIONS DATE - SDWC INSTALLATION SPECIFICATIONS SDWC STUD -TO AS PROVIDED BY SCREW MANUFACTURER � 11 SILL PLATE CONNECTION **NOTE TO FRAMER** "NOTE TO FRAMER,* }- MAX 1 SDWC TO NARROW FACE OF MAX 1 SDWC TO NARROW F E OF m O O 0 EACH STUD, (2) SDWC TO NARROW FACE EACH STUD, (2) SDWC TO NA RR FACE OF STUD REQUIRES (2) STUDS OF STUD REQUIRES 2 ST S W rL Optimal22%° O p - p Z in 4 n • . • 10° 0, Rafter or Truss �4 inn �4 0 30°Ma o Y2" minimum o • ED Y"Min 0 edge distance Optimal 22 / w z 9 0 o SDWC15450 for full values Splice may be in 30 10 0 YI (with or without .:upper or lower MIN Y2' EDGE ' a late splice) late DISTANCE z ® Do not install SDWC m p p ) p hatched area ,r 0 SDWC15600 %Max 3 +/-Ya TRUCTURA ENGINEERING I Offset � „ from F- z top plate spliceC.) >, Overhan s „ SDWC15600 for full values MIN 1/2 EDGE 1 /a Max LAA DISTANCE u- u to and including a Note: Sloped -roof rafters may be sloped SDWC15600 � r ,, y p p - 9 Rafter to Top Plate shown SDWC15600 � {1) SDWC 2 SDWC � Q' ..• • • •, R � SDWC15600 12.12 pitch and must be birdsmouth cut. SDWC15600 � % .•' �G E S •. `�,� �i Truss to Top Plate similar Note: S tud-to-Bottom Plate shown. All installations similar. '.. a. Y (STANCE FOR TOP PLATE SPLICE OPT. SDWC STUD TO TOP PLATE _ ft . t7 1457 SDWC MIN. EDGED S SDWC INSTALLATION RANGE OPT. SDWC STUD -TO -SILL PLAT ONNECTI N INSTALLATION - STUD OPT. SDWC 1 STALLATION RANGE O �TO WALL INSTALLATIONIlaSTANDARD SDWC ROOF TO WALL INSTALLATION RANGE OPT.SDWCINS TION TRUSSIRAFTERALIGNEDWITH SDWC EDGE DISTANCE AND SPACING INFORMATION .. , 1 STANDARD SDWC 2 2Q 3 (SIM FOR STUD TO TOP PLATE CONNECTION) 4 CONNECTION THROUGH NARROW FACE 44 IAT NARROW FACE OF STUD 1 THROUGH NARROW FACE AT F 13 0 k 0 • Z TAT E O F •: w WEC�ti111'r 00w X w Derek B. Murray, P.E. Q P.E. No. 71457 METAL CONNECTOR ENGINEERING 11-20-2017 �\ \ Z w WWoQmZ-aQla-z3� < W5 \\ \ \\ \ \ Q z 2 mWQ F n W-0 ❑' WC7F ��W0 i' W W w QZ ZI U �- Q \ I - 2 0 H - 1-IZ �[ Zwp WF -M I- � M — Z 0 W Z 0 -1 .❑W Q1--1 I -I 0-1Z Z 0 int-_3NaNQ❑t�I-_vv 2ND FLOOR WALL TO BEAM/GIRDER OR HEADER —' LL Z 0 _ STRAPPING METHOD FOR UPPER LEVEL FRAMING TO BEAM (OR GIRDER) SHEET NO.: ST -5 - KINQ,STUDS: EACH KING STUD TO BEAM/HEADER BELOW WITH F- MSTA 36 OR CS18 WITH (18)10d. SHEARWALL S DOUBLE STUD ATSHEARWALL'ENDS TO BEAM/HEADER Q TYPICAL WALL BELOW PER SW - SHEAR WALLSCHED ULE ON SHEET ST **` 0 _a SECTION 1 THEN FLOOR SYSTEM EXCEEDS 16" DEPTH, USE SIMPSON CS18 XCLUSIVELY** 0 JOB NO. U AT7352 Q ALIERN ATE SECTIONS AT FLOOR SUBDIVISION: 4 W o Atlantic Beach _j U- Country Count Club Q LOT NO.: z 133-1 'TYPICAL WALL SECTION BOTTOM PLATE ANCHOR NOTES: 1 HOUR FIRE RATED ASSEMBLIES: S „ �- _2a . I FIRE PROTECTION ASSEMBLIES ARE TO BE DETERMINED BY BUILDER AND ARE UNDER THE 2� / FLOOR PLAN. SECTIONS AT FOUNDATION ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) 1: ANCHOR REQUIRED ADJACENT TO EACH SIDE OF OPENING a (!� ( 2, TYPICAL ANCHOR BOLTS ACING IS 48" O.C. SEE PLAN FOR ENFORCEMENT OF THE BUILDING. OFFICIAL. I A 0 NON -TYPICAL BOLT SPAC NG. REQUIREMENTS FIRE RATED WALL COVERINGS REQUIRE A MINIMUM OF %" NAIL .PENETRATION INTO ,' J Model Home TYPICAL WALL SECTION NOTES. SEGMENT BOTTOM PLATE. SUPPORTS MAX 24" O.C.Pressure ER D 3, MINIMUM (2) ANCHORS REQUIRED IN ANY SEG OF O FRAMING @ O STAGG E 1. ALL TOP PLATES ARE TO BE BUILT WITH (2)2x_ N0.2 SYP FASTENED W/(2) ROWS 10d @ 8 O.C. �� . treated sill z DESIGNED. AN ANCHOR MUST BE PRESENTWITHIN 12 OF THE END OF ANY PLATE USE GALVANIZED OR STAINLESS FASTENERS IN FIRE PROTECTIVE MATERIALS PER •, " W/ MINIMUM 20 10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. •' •• (UNO). MINIMUM 48 LAP ( ) 4. ALL BOLT ANCHOR OPTIC) S REQUIRE NUT AND 2" SQUARE WASHER. SPECIFIED INSTALLATION DETAIL • •• .• _ D BEARING WALLS TO BE 2x SPF MAX 16 O.C. UNO /� p 2: ALL INTERIOR LOA _ @ .. (,) DAE/RTD R BOTTOM PLATES SHALL BE NO.2 SYP DUE TO FASTENER CAPACITIES. 5. INTERIOR BEARING NON- PLIFT WALLS, IDENTIFIABLE BY CROSS HATCH WOOD STRUCTURAL PANEL MAY BE INSTALLED BETWEEN FIRE PROTECTION AND 3. 1ST AND 2NDFL00 4 w F PLATE ENDS NOT REQUIRED, WOOD STUDS FBC TABLE 721:1 2 FOOTNOTE L . 30 NS NOT REQUIRED UNDER JACK AND GABLE TRUSSES TYPICAL. DEFINED ON STA, ANCHORS WITHIN 12 O Q ( (), Q. : 4. FLOOR -TO -FLOOR UPLIFT CONNECTIONS Q ANCHORS MUST BE PRO (DED TO MEET OR EXCEED MAXIMUM ON e „ „ „, SDWC15450 at sill plate connection F- REVIEWED. E PLAN FOR ADDITIONAL NON TYPICAL METAL CONNECTORS AT GIRDERS AND SHEAR WALLS. TYPE X SHEATHING'MAY SUBSTITUTE WOOD STRUCTURAL PANEL FOR TYPICAL 10 0 _ rnn 5. SE „ „ � � Finish. Black E Coat X CENTER SPACING &MINI UM 2 ANCHORS PER PLATE SEGMENT. WALL FRAMING APPLICATIONS. AT SW WALL OSB OR PLYWOOD MUST BE INSTALLED Optimal 22/ BOTTOM PLATE CONNECTOR NOT REQUIRED AT CRIPPLES $FLOW WINDOW SILL BLOCK O � p 2 W DBM 6. TYPICAL STUD TO TO INTERIOR OR EXTERIOR FACE OF SPECIFIED WALL PRIOR TO FIRE PROTECTION. a. Note: Sill lateanchor. Q p to foundation not shown for clarity. REVISIONS DATE - SDWC INSTALLATION SPECIFICATIONS SDWC STUD -TO AS PROVIDED BY SCREW MANUFACTURER � 11 SILL PLATE CONNECTION **NOTE TO FRAMER** "NOTE TO FRAMER,* }- MAX 1 SDWC TO NARROW FACE OF MAX 1 SDWC TO NARROW F E OF m O O 0 EACH STUD, (2) SDWC TO NARROW FACE EACH STUD, (2) SDWC TO NA RR FACE OF STUD REQUIRES (2) STUDS OF STUD REQUIRES 2 ST S W rL Optimal22%° O p - p Z in 4 n • . • 10° 0, Rafter or Truss �4 inn �4 0 30°Ma o Y2" minimum o • ED Y"Min 0 edge distance Optimal 22 / w z 9 0 o SDWC15450 for full values Splice may be in 30 10 0 YI (with or without .:upper or lower MIN Y2' EDGE ' a late splice) late DISTANCE z ® Do not install SDWC m p p ) p hatched area ,r 0 SDWC15600 %Max 3 +/-Ya TRUCTURA ENGINEERING I Offset � „ from F- z top plate spliceC.) >, Overhan s „ SDWC15600 for full values MIN 1/2 EDGE 1 /a Max LAA DISTANCE u- u to and including a Note: Sloped -roof rafters may be sloped SDWC15600 � r ,, y p p - 9 Rafter to Top Plate shown SDWC15600 � {1) SDWC 2 SDWC � Q' ..• • • •, R � SDWC15600 12.12 pitch and must be birdsmouth cut. SDWC15600 � % .•' �G E S •. `�,� �i Truss to Top Plate similar Note: S tud-to-Bottom Plate shown. All installations similar. '.. a. Y (STANCE FOR TOP PLATE SPLICE OPT. SDWC STUD TO TOP PLATE _ ft . t7 1457 SDWC MIN. EDGED S SDWC INSTALLATION RANGE OPT. SDWC STUD -TO -SILL PLAT ONNECTI N INSTALLATION - STUD OPT. SDWC 1 STALLATION RANGE O �TO WALL INSTALLATIONIlaSTANDARD SDWC ROOF TO WALL INSTALLATION RANGE OPT.SDWCINS TION TRUSSIRAFTERALIGNEDWITH SDWC EDGE DISTANCE AND SPACING INFORMATION .. , 1 STANDARD SDWC 2 2Q 3 (SIM FOR STUD TO TOP PLATE CONNECTION) 4 CONNECTION THROUGH NARROW FACE 44 IAT NARROW FACE OF STUD 1 THROUGH NARROW FACE AT F 13 0 k 0 • Z TAT E O F •: w WEC�ti111'r 00w X w Derek B. Murray, P.E. Q P.E. No. 71457 METAL CONNECTOR ENGINEERING 11-20-2017 HTT5 AT CORNER42X41 KINGAND JACK STUDS (1) DIAGONAL BRACE PER (10) TRUSSES APPLIED TO ROOF DECK STUD PACK PER,ENGINEERING OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT SHEATH INSIDE FACE ONLY IF NOTED ON „ APPROXIMATE 45° ANGLE TO NO LESS THAN (3) TRUSSES. ROOF TRUSS MIN 36 SCAB W/ (20) 10d TO WALL: DOOR BUCK/JAMB NAILED II LI II II TRUSSES PARALLEL TO W— GARAGE FRAMING PLAN. ACCEPTABLE TO STOP CORNER STUD OR RAFTER � R FULL HEIGHT .,ONAILER FASTENED TO TUDS W/ 2 16d COMMON O2x4 SPF {MIN) O SHEATHING AT GOAL POST CONTINUOUS LATERAL RESTRAINT' IN BLOCKING R� ANTITYAND.LOCATION N3 O.C. 2x4 SPF (M ) 12d C NAILS 16 O.C. (CLR). QUTO DBL TOP PLT W/ 10d @ @ETWEEN EACH TRUSS.B _ _ _ DEFINED BY TRUSS SHOP DRAWING. ERPENDICULAR TO WALL.FASTENTO BEAM w/ 10dTRUSS P FASTEN STUDS TO CORNER WE 1THER STRIPPING/STOP2x4 SPF (MI11 N) BLOCKINC @ 4 O.C. STUD GROUP W/ (2) ROWS 10d BETWEEN EACH TRUSS. FASTENN 6" O.C. STAGGERED. STOP NAIL,' TRUSS TO i GARAGE DOOR -9 1 1 TO DBL TOP PLT W10d @ 4 O.C. AM i PORCH BE AT BOTTOM 24" OF STUD FOR M w/ SDWC15600--------------7 CONNECTOR INSTALLATION = / JACK AND KING STUDS. SEE I m J HTT5 OPTIONAL HTT5 AT CORNER STUD L RESTRAINT MUST BE O ------- -=--- PLAN FOR QUANTITIES. PACK INSTALLED IN GARAGE WALL APPLIED TO EITHER IF LATERA „ SIDE OF WEBS MADE OF MORE THAN ONE PIECE, 0 00 OR THICKER CDX �p E PLAN VIEW ILO SIDE WALL. FASTENED TO T GARAGE RETURNS TO B DO SO WITH OVERLAPPING BRACES p OR OSB FA N O TRUSSES, RAFTERS 2x6 SYP GOAL POST ATTACHED FRAMED AS 2x6. EXTERIOR WALL SHEATHING LIKE THIS TYP EVERYWHERE � NOTE: � � OR BLOCKING W/8d TO STUDS W/ (2) ROWS OF 3-1/2'= IFIED DECK SCREWS FOR 2x WALL FRAMING " PORCH BEAM IN LIEU OF SP _C AT HEADER AT CORNER COMMONS @ 3 EDGE, GALV DECK SCREWS @ 12 O.C. CV GOAL POST A TACHMENT, THE GARAGE N N 12" FIELD. - FASTENING EACH JACK TO HEADER W/ ADDITIONAL WALL STUDS M DOORSUPPLI R MAY SPECIFY A FAS „ d' PORCH BEAM TO POST: PATTERN OF HE GARAGE DOOR TRACK SIMPSON MSTA24. @MAX 16 O.C. AS GARAGE DOOR TRACK ATTACHED REQUIRED l WOOD STRUCTURAL 1 MSTA24 Y TO THE KING AND JACK STUDS, W O DIRECTLY T TO SLAB: PER MANUF WRITTEN 16" O.C. " UL SHEATHING POS THROUGH THE GOAL POST. ABU POST BASE ANCHOR SPECIFICATIONS FASTEN SHEATHING TOill , TRUSSES NEEDING BRACING � (3) STUDS MINIMUM AT Cn ^ GARAGE RETURN STUDS, N OR DTT2Z CORNER CV' � i TOP PLATE, AND BOTTOM• • N S NOTED OTHERWISE) (UNLESS R JAMB DETAIL GARAGE DOOR PI_ATEAssI-iOWNWisd '.'. LATERAL BRACING -MULTIPLE TRUSSES co N TAILSHEATHING DE COMMON O.C.oAL PORCH SHE COMM ;1 TYPIC ' ' • INSTALL 1 SIMPSON HTT5 AT 1. ALL RESTRAINT LUMBER SHOWN BE 2x4 N0.3 SPF OR BETTER (UNO) J D TALL COVERED PORCHES c) LL THIS DETAIL IS REQUIRE A ' ' F RETURN OR IN 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY � . L I ... CORNER END O UNLESS NOTED -0THERWIS E. • • — APPROPRIATE BRACING DETAILS. — s _ .. RETURN WALL AT CORNER END. CONTACT THE ENGINEER OF RECORD FOR / DIA. ALL THREAD W/ 2 W e ._ • INTERSECT THE WEBS' OF THE BRACED TRUSS AT LOCATIONS INDICATED AS TINE HOEDOWN 3. BRACING LUMBER SHALL IN ERSEC LE D SEE ALTERNATIVE ROUND WASHER DRILLED . . I I X. NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. J AND EPDXIED INTO .. OPTIONS IN NOTE. BELOW. CONCRETE W/ 7" EMBED II 4. ALL FASTENERS SHOWN ARE .131" x 3" LONG (UNO). O 5. DESIGNED PER SCSI -B3,2007. Z to o Y w17 INSTALL (1) SIMPSON HTT5BOTTOMPLATE (n V AT HEADER END OF ' RETURN, AS SHOWN. SEE ALTERNATIVE HOEDOWN ,` '� QS OPTIONS IN NOTE BELOW. O F - ZZ 6" MAX 6" MAX 6" MAX I z Z D MONOLITHIC FOOTING OR kto w w r � � co STEMWALL. ' I� W 11J 36" LONG SPF SCAB W/ (20) 10d TO • T -BRACE FASTENED TO CORNER STUD ONLY WHEN HOLD _ SWB -" WEB W/ 10d AT 6 O.C. DOWNS ARE SPECIFIED IED ON PLAN. PASTE DBL STUDS TO TOP PLATE AT .. 2x_ SPF CORNER STUDS END O SHEARWALL AND KING STUDS W/ ELEVATION VIEW 2 MST 4 C4 O O 'd (n W LU � N M OV O • FASTEN I STUD GROUPS TOGETHER W/ L -BRACE FASTENED TO Y 00 M 12d " O.C. TYP ALTERNATE CORNER DETAIL @ c ) < ALT HEADER PER PLAN WEB W/ 10d AT 6" O.C. ' SIN -CLE TRUSS BRACING Q GARAGE RETURN 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL Z G RESTRAINT CLR IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE NAIL THROUGH /s OSB INTO SPF OR ( ) O _ „ ALTERNATIVES FOR THIS APPLICATION &DETAIL ONLY: x BETTER FRAMING WITH 8d @ 3 O.C. (TYP X (1) STHD14 = (1) HTT5 (MONOLITHIC) „ B BRACING MAY CONSIST OF T -BRACING, L -BRACING, OR I— SCAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED. AT HATCHED EDGES) WEB W/ 10d AT 6 O.C. 2. INDIVIDUAL WE (2) PA51 = (1) HTT5 (STEMWALL) co , _..... a _ - z. , _ IF 2 BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. w ria ' a x 2-3/a TAPCONS - 1 ANCHOR BOLT O (A x ,, ,,, 2 / O AME SIZE SPECIES AND O MATERIAL TO BES , III MWBRACING MATE , N c� REQUIRED, APPLY (1) BRACE 3. INDIVIDUAL WEB � DBL CR SS PLATE ABOVE AND BELOW T a =6" MAX =s° MAX .16. MAx TO EACH FACE OF WEB. GRADE AS WEB TO BE BRACED. OPENIN TO DBL 2x4 Bl_ NG W( (2) CS18 ww Q 0❑ PLAN VIEW OR (2) M TA36 (TYPAS SHowN) m u PERMANENT WEB BRACING �r o. 0 0 z � a m TOTAL NUMBER OF JACK SHEATH FRONT FACE ,. -Q� rn ❑wwQz AND KING STUDS SHALL BE ONLY WITH 8d ~� L0 I[w7�F0 w❑ „ TRUSS TO TOP PLATE to w❑❑? Z 0 N p p a w AS SPECIFIED ON PLAN. COMMON AT 3 ON EDGE, 12" IN w •' PER TYPICAL WALL ti�}� 0 Z w�� m � Z Z p SECTION, U.N.O. w wo m PER ARCH. DRAWINGS to In Z pGww-0 ww-10 -o EACH JACK STUD TOCf) 0 Oma ��� rwZl-0 ER WITH MSTA24 Cn Z m❑ a w w F U] w m Z W HEAD W Qp•FQmW�www0NL3� HOLD DOWN OPTION _ CRIPPLE STUD AT EACH 2x6 JACK/KING STUDS IN LIEU OF ABU66. w 0 I`I w Z O.C.UNO � t END OF HEADER SILL,: Z IQ- � � Q uj 0 a p � � a z � � � NAILED TOGETHER w/ (2) • STUDS 18" MAX BOTTOM PLATE ANCHORS AT 24 ( ) nF , Q Z I- Z k - x NOTCH N z AS SHOWN p w a 0 Z 0 w 0 p Q ROWS 10d COMMON @ 8 I I I FROM BOTTOM PLATE PER TYPICAL WALL SECTIO w w I p p ❑ w O.C. STAGGERED. p (MAX (1) KING STU • T WALL SEGMENT END STUDS m Z Q Q 0.-- w o w 0 0 0 Z .� HTT5 SPECIFIED ON PLAN MAY _ , .. . � _Z W� pQF-wwlr.�, TO r ... — 0 f .,�. • AT .OND LEVEL WALLS, -END STUDS I I I i t ,. _,, A ,; PER ARCH: DRAWINGS LLI � Z 0 � w BE NOTCHED wwZ XQw -Q Z R 2 JACK STUDS 1 KING STUD W w 1ST LEVEL STUDS W/ (2)MSTA36 O N0.2 SPF HEADER SILL w 0 0 w w I I I I Z wi 12 .. � :_ .,. - w Q �� o_ w INSTALL DTT2Z 'SLPtB W/ __ Z w w °- w Z J F z �- Z ON ABU66 POST " 2 CS1 , 1ST LEVEL STUDS TO 'SIMPSON + DRILL AND ( ) LONG h_ DIA EDGE N ; ..SHEATHING — ? I � Z Q - ? a v ❑ D Q w 0 __ 3 JACK STUDS A ❑ - BASE HTT5 1 TT5 REQUIRED AT 0 C7 _p a z Z I - EPDXY ANCHOR Ok� v rnw w_ -• 3 O.C.ON HATCHED 0 } _ � - F �- • . INSTALLED AROUND CORNER @ Z Z ❑ Z I I I I a HTT5 MAY BE INS CORNERT,UD GROUP, MAY MAX 36.5 R.O.w w � Q m_ � Q F Z�� Q • o• AREAS OWN AND W Z w 0 w w Q 0 B LOCATED IN PLANE OF o GARAGE TO BE FRAMED AS 2x6 ANY VE TICAL PANEL w w 0 H m w U .o I o, AT KING/JACK Q Z} Z 0 w - Q_ j - • LTT19, LTT206, OR DTT2Z GA GE RETURN OR BREAKS BOVE ¢ IPIZ-I� Zw00WF-jr STUDS AROUND CO ' R, AS SHOWN �: WINDOWOPENING IF o [] � � Z v Q H� v� O I w p Z Q AT SE OND LEVEL WALLS, KING/JACK g : 0 w • Q H'� F- I ❑ FASTEN STUD TO CORNER O l� o X ANY ARE PRESENT �_ 0 F- ? 3 N a [n Q 0 M t- Z. v STUD TO 1ST LEVEL STUDS W/ MSTA36 tv STUD GROUP w/O 2j° RQWS z Z J - OR C 18, 1ST LEVEL STUDS TO LAB W/ m g — 10d @ 6 O.C. STAGGERED. m 0 U_ HOLD OWN. c� N SWB-SPECIAL SHEARWALL DETAIL • (s) NAILS of LTT206 MAY OMIT NAILS AT BOTTOM 24" OF HTT5 Z SHEET NO.: BEc. x STUD FOR HTT5 INSTALLATION o ST.6 • SHEATH ONLY ONE FACE OF WALL, UNO " � FASTEN SHEATHING TO FRAMING • THIS DETAIL MAY BE USED AT 1 STAND 2ND LEVEL WALLS MEMBERS W/ 8d COMMON @ 3" O.C. Q ASSHOWN STRUCTURAL RETURN PLAN VIEW DETAILS ELEVATION VIEW 5 „ GARAGE R n. „ „ /a x 12 EMBED. DRILL ! 5 .DRILL (TYPICAL FOR EACH GARAGE RETURN, NOT TO SCALE) - - - _ — - - � /s x 12 EMBED AND EPDXY ALL ( AND EPDXY ALL o JOB NO.: I R THREAD ANCHOR THREAD ANCHOR U NO PANEL SPLICES `' AT7352 II Q E RETURN GARAG w - SUBDIVISION: G4 >� -o O Atlantic Beach m� w _ US TO J HEADER TO BE CONTINUO o ING STUD W/ NO FLITCHPLATE LL Count Club LU K WSP HEADER DETAILS Country _ SYP BLOCKING SYP BLOCKING BETWEEN (ELEVATION VIEW) - TOE NAIL MIN 2x6 NO 2 S 2x4 N0.2 S w n FASTEN SHEATHING W/ 8d • LOT NO.: BETWEEN TRUSS TOP CHORDS W/ OUTLOOKERS. FASTEN EACH - 'Z cn COMMON GRID PATTERN @ 3" O.C. NOTE: EXTERIOR WOOD STRUCTURAL PANEL WALL U EACH END BLOCK TO ROOF DECK W/ 8d a ` -' _ (3) 10d EA „ w w ° EACH WAY, AS SHOWN' COVERING SERVES AS HEADER OVER OPENING AS Z ��-� SYP DIAGONAL COMMON @ 3 O.C. FASTEN 2x4 N0:2 S OOF DECK I < w w a • TO BLOCKING W/ 6 10d INDICATED ON PLAN }- BRACE ( ) 2x4 SYP OUTRIGGER @ 24" O.C. SHEAR PANEL TOP PLT TO C7 FLOOR PLAN: U= a cn z HEADER W/ (2) ROWS 40d � CLIP TO GABLE TOP CHORD W/ U) COMMON@ 3 O.C. STAGGERED NO2 SYP DOUBLE J Model Home .. (1) H2.5T W/ (10) 8d x 1,/„ O (2) SDWC15 0 OR (2) MSTA24 • • w w JACK TO HEADER WITH MSTA24, (2) ST LI S TO TOP PLATE TOP PLATE DESIGNED: zm Z F 24 LONG 2x4 NO. SYP SCAB d TOTAL AS SHOWN _ GABLE TRUSS IAL °. 06 2 MSTA36 INSIDE OR DAE/RTD APPLIED TO GABLE VERTICAL LICE O U 'S- _ — — 2x6 BLOCKING AT PANEL SP �- —) OR BLOCKING BETWEEN OUTSIDE F CE OF WALL W F „ FOR EDGE NAILING EDGE NAIL D: TRUSS WEBS W/ 10d AT 3 O.C. I— REVIEWS SHEATHING AT BLOCKING NO 2 SY DOUBLE X P PLATE W DBM 2x6 NO 2 SYP. DIAGONAL BRACE FASTEN ALL MULTI -PLY STUD tv GROUPS W/!