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320 3rd street ALL-THREAD NOTES ISTING BUILDING 1. ALL-THREAD CONNECTORS TO BE 1/2w DIAMETER BARS PLACED AT.N O.C.IN ALL EXTERIOR 55-4" BEARING WALLS,4'O.C. IN ALL INTERIOR WALLS,UNLESS NOTED OTHERWISE ON PLANS. ITH APPLICABLE 2. ALL-THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATIONS MAY BE COUNTED AS PART OF THE DESIGNATED O.C.SPACING. SITE PRIOR TO 3. PLACE ALL-THREAD RODS WITHIN 6"TO 10"OF EACH CORNER AND AT EACH INTERSECTION OF BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: AL DETAILS FOR A.PLACE SHEARWALL RODS(SPECIFIED ON PLANS) r------------------ ---------------------- -------------------------------------- --I r- UNLESS NOTED B.PLACE HIGH UPLIFT RODS(SPECIFIED ON PLANS) C.PLACE CORNER RODS D.PLACE ALL OTHER RODS. IS DESIGN. THE I S1 E CONDITIONS. 4. ALL-THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EPDXY I :t 3CD ORE STRINGENT SYSTEM,OR APPROVED EQUIVALENT.ALL-THREAD EMBEDMENTS FOR SHEAR WALLS AND HIGH UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. 3 5. WHERE NECESSARY,ALL-THREAD COUPLERS SHALL BE RATED NOT LESS THAN 3200 LBS. 1 J L---------- AT 28 DAYS. 6. MINIMUM EMBEDMENT OF ALL-THREAD SHALL BE: 8"x8"THICKENED EDGE 6" WITH(1)#4 CONTINUOUS BE LAPPED 8". -TYPICAL WALLS,MONOLITHIC FOOTING i r i F P-L =1 7--EXTERIOR WALLS,STEMWALL FOOTING LENGTH /2". 8"-MASONRY WALLS ULD BE POURED ITE POISON 7. ALL-THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS ARE SHOWN IN C4 THEIR RESPECTIVE DETAILS ON THIS SHEET. '2" 20'-6" 7F X-2" 4'-W 4-X T-2" 7F 2W-V ERIAL, 8. USE 2'SQUARE WASHERS ON ALL-THREAD AND ANCHOR BOLT LOCATIONS,U.N.O. PACTED TO 95% OM OF THE 9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LIMITATIONS, IT IS ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGETHER WITH(1)ROW L IT El P1 O� OF 10d NAILS.FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH(2)SPH.PLACE A 1/2- ASTM-A615. ANCHOR BOLT WITH 6"EMBEDMENT WITHIN 6"OF DOUBLE STUD GROUP. I 3 ETERS OR 24", 10. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON BEAMS/HEADERS BELOW,IT IS ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FASTEN THE BOTTOM OF THE ROD WITH A 3"SO WASHER AND NUT.IN LIEU OF THREADED RODS,SEE SECTIONS 3 I L-J i L-J AND 5IS5 FOR STRAPPING ALTERNATIVES. IA A L--------- -------------------?I---------------i L------- ------------------------------ IMARY - --- -- --- ------- ---------- -- -- --- -- - -- ---------- ------- -- ----------- T-0- eI #5 REINFORCEMENT, DRILLED AND EPDXIED USING SIMPSON SET SHOULD BE ADHESIVE.MINIMUM EMBEDMENT INTO EXISTING AND PROPOSED INED FROM F TINGS IS 6".MINIMUM EDGE DISTANCE OF REINFORCEMENT IS 3". 1 OF RECORD IF COURSES OF FOOTING AND SLAB POURED WITH 3000ps! L---- --- -- ----- -- - ------- ------- --- -- ------- - ----- -- -- --- ----- -- ---------- -- CONCRETE WITH FIBERMESH. % ORIDA BUILDING OOD A z 01 FINISHED 4 f GRADE mSHEET. IL CTORS ARE 4 4 TACT ENGINEER 4 4 -I iv {— R BARRIER OR EQUIVALENT Y^3 6 MIL VAPOR WATERPROOFING BETWEEN COMPACTED —mo SSURE 4a SUBBASE AND FOOTING/SLAB ONE STORY: X=12"WITH(2)#4 6" X 6'-4 & THREE-STORY:X=20"WITH (3)#5 i i I I I I -------------- C> OPT 6"BRICK SHELF EXTENDS FROM ---------------Fj GROUND SURFACE TO BOTTOM OF i L E FRAMED WITH FOOTING.SEE FOUNDATION PLAN ------------- F ——————————————--— ENGINEER OF FOR BRICK LOCATIONS. DIAMETER AND L 9-3" ARE DEFINEDONOLITHIC FOOTING SECTION '4� V-4 2 17-V FIELD DETERMINE 23'-8" FIELD DETERMINE UNDATION PLAN CONTINUOUS BOND BEAM WITH 3000 PSI %F CONCRETE AND(1)#5 BAR OUNDATION PLAN FINISHED GRADE /4" 1-W FIBER REINFORCED CONCRETE SLAB,4"THICK PPROXI MATE UNLESS NOTED OTHERWISE ON PLAN. TE LOCATION VARIES WITH GARAGE SLOPE r 8"X16"CMU STEMWALL. STEMWALL VERTICAL REINFORCEMENT TO BE#5 119 MPH DEFORMED BARS AT 48"O.C. FILL l I ( � ( I CELLS WITH 3000 PSI CONCRETE. 120 III TWO STORY: d=1 0", b=20", (3)#4 BATS 1-1 d Ed I I THREESTORY: d=12", b=24", (2)#5 BARS 113 MPH 4 17 e i VERTICAL REINFORCEMENT TO HAVE gn ��e r r e rt ( ( _44 BEND AT BOTTOM AND BE EMBEDDED shall �6-rn-N-jrZ4,e- in 100nd 4 4 40 4 4 4* 4"INTO TOP COURSE. dard kvck • 110 MPH119 MPH -1 4 0, M I rI yv1 v in ed �v :1-P -Oecond pl"ece- of rebar U'> 6 MIL VAPOR BARRIER OR EQUIVALENT 115 MP 60 WATERPROOFING BETWEEN COMPACTED FOOTING TO BEAR ON FIRM �noikk koo� -oe- lap SO" SUBBASE AND FOOTING/SLAB < 120 MPH UNDISTURBED SOIL. m-lnl%* Vvh 'A0 'lv%CA-*T, (,-#!q bar,) le—8- X A& 8- "NOP ONE STORY. X=1T WITH(2 1#4 F a(- -9"tjen�-(oLJ - R606,, q,g, Teirminot4-fury —%-J.- THREE-STORY:X=20"WITH(3)#5 GARAGE STEMWALL FOOTING 1-90-10 NL COUNTY WIND SPEED MAP NTERIOR BEARING FOOTING ITE LIES WITHIN THE HURRICANE DEBRIS REGION, 3 1"=V-0* NT OPENING PROTECTION WILL BE REQUIRED.THE NOTES: TOR MAY USE IMPACT GLAZINGS,PERMANENT SHUTTERS OR 1. IF PIERS EXIST, PIERS TO BE CONSTRUCTED WITH 12'x12-MASONRY BLOCK,WITH(1)#4 VERTICAL FOR CODE COMPLIAM OOD,CUT TO FIT THE OPENINGS AND LABELED.PLYWOOD REINFORCEMENT AND CELLS FILLED WITH 2500 psi CONCRETE. REINFORCEMENT TO BE EMBEDDED CITY OF ATLANTIC BEACH FASTENED WITH 1/4"X6"WOOD SCREWS AT 12"O.C. INTO FOOTING 6"MIN.PIER FOOTING IS 18"x18-xl 2-DEEP WITH(2)#4 BARS EACH WAY. SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS. REVIEWED BY. DATE: Reuse of and knproper reliance on this document without wrMen authorb2tion by Alexander Grace Consulting,inr-,shat 0@ wktut oebety to Alexander cram consAft,im 2 2 2 S3 S3 8 S3 S3 (2)2x12 2:1 -�P 4 S3 � TYP EZ ' EZ (2)2x6 2:1 (2)2x6 2:1 go go F5"x9.5"2.0E G-P EZ (2)2x6 2:1 _VL 3:2 (2)1.75"x9.5"2.0E G-P (2)1.75"x9.5"2.0E G-P LAM LVL 3:2 LAM LVL 3:2 SHEAT BOTH FACES OF (2)2x6 2:1 EZ FIREWALL WITH 7/16"OSB FASTENED WITH 10d NAILS AT 6" O.C.ON EDGE, 12"O.C.IN FIELD. (2)2X81:1 (2)2X81:1 1 9 S3 S3 (2)2x6 2:1 3 3 I (2)2x6 2:1 EZ EZ (2)2x6 2:1 ' EAM B1 A (2)2x6 2:1 (2)2x6 2:1 ( ) 122:1 (2)2xl 2 :1 (2)2x6 2:1 BEAM B1 (2) i A B q B I I 1 SEE NOTE 10 OF I LINE OF FIRST SEE NOTE 10 OF S3 ALL-THREAD NOTES. FLOOR BELOW. 1 ALL-THREAD NOTES. I S3 i ECOND FLOOR FRAMING PLAN I _ —1/4'= 1'-0" H END OF PROPOSED BEAM TO I IU WITH(2)MSTAM20.USE(10)10d 1 (7) 1/4"X2-1/4"TAPCONS IN CMU. I E i T STUD OF PROPOSED WALL TO IU WITH 1/4"X4"TAPCONS AT 12"O.C. 7/16"OSB ROOF DECK FASTENED TO FRAMING G a WITH 8d RING SHANKS.SPACING AS FOLLOWS: PROPOSED MASONRY WALL FRAMING ZONE 1 AND ZONE 2:6"O.C.ON EDGE AND 12" O.C.IN FIELD. EXISTING MASONRY WALL TOP AND BOTTOM P ZONE 3:6"O.C.ON EDGE AND IN FIELD. STUD MATERIAL: TRUSS TO TOP PLATE CONNECTION: #5 REINFORCEMENT, DRILLED AND EPDXIED USING UPLIFT LESS THAN 450 lbs:(**W SIMPSON SET ADHESIVE.PLACE ONE BAR AT THE HEADERS: UPLIFT BETWEEN 451-900 lbs:42,}iil� TOP COURSE, ONE AT MID HEIGHT AND ONE AT ALL HEADERS ARE FOR UPLIFTS OVER 900 lbs,SEE PLAN FOR THE BOTTOM COURSE.CELLS IN THE PROPOSED UNO. FASTEN HEADE CONNECTION. AND EXISTING WALLS MUST BE FILLED.MINIMUM 3.5")COMMON NAILS EMBEDMENT INTO EXISTING WALL AND PROPOSED MAKE THE HEADER T WALL IS 6".MINIMUM EDGE DISTANCE OF THE HEADER DETAIL REINFORCEMENT IS 3".MINIMUM HORIZONTAL 2X8 PT SYP TOP PLATE.FASTEN TO BOND BEAM SEPARATION OF BARS IS 3". HEADER NOTATION IS BOLTS EMBEDDED 6"INTO BOND BEAM.PLACE ANCHOR BOLTS WITHIN 6"OF SPLICES,AS REQUIRED. 1 COURSE CONTINUOUS BOND BEAM WITH(1) 1E \2� #5. 8"x8"x16"MASONRY BLOCK WALL. FILL CELLS VERTICALLY AT 4'-0"O.C.WITH 3000 PSI CONCRETE AND(1)//5 BAR,UNO. ,; ° • ; LAP VERTICAL REINFORCEMENT 25". ° SEE FOUNDATION PLAN FOR FOOTING REMOVE EXISTING REMOVE EXISTING q , s • ° a" SPECIFICATIONS. WALL AND HEADER OFF WALL AND HEADER OFF TAPER END OF(2)2X12 g FIBER REINFORCED CONCRETE SLAB,4"THICK �� 2 WITH RAISED(2)2X12. WITH RASIED(2)2X12. AS NEEDED TO FIT N UNLESS NOTED OTHERWISE ON PLAN. WITHIN ROOF PITCH. z --- (2)2x12 ----- - - ---- (2)2x12 ----- - -- 2 MASONRY WALL CONNECTION tk 1/2 1-011 • :�' SEE 3/S1 FOR FOUNDATION REQUIREMENTS. 7/16"OSB FASTENED TO FRAMING W/8d AT 3" A 2 A \ •S O.C.ON EDGE,6"O.C.IN FIELD. VERTICAL WALL REINFORCEMENT TO EMBED 6" './- BLOCK SHEETING EDGES 3 1 3 INTO FOOTING. WITHIN 4"OF GABLE END. 19 •3 S2 S32x4 SYP OUTRIGGER AT 24"O.C.CLIP TO BALLOON FRAMED TOP PALTE W/SIMPSON - TYPICAL WALL SECTION - H2.5 W/(8)8d COMMONS. 1/2"-1'-0" BLOCK BETWEEN OUTLOOKERS. GABLE TRUSS TOP CHORD 2x4 No.2 SYP X-BRACE AT MID SPAN OF GABLE EZ TRUSS AND AT 48"O.C.,EXTENDING BACK 8' FROM GABLE.ATTACH TO GABLE AND TRUSS VERTICALS W/(3)16d. WHERE TRUSS (2)2x10 3:1 VERTICALS DONT EXIST,APPLY 2X4 No.2 SYP VERTICALS WITH(3)16d COMMONS AT EACH INTERSECTION OF PROPOSED VERTICAL AND (2)2x10 3:1EZ EXISTING TRUSS. 6 S3 L-BRACE AS SPECIFIED BY TRUSS EZ 6 FA TEN LATERAL BRACE TO GABLE BOTTOM S3 CHORD WITH (2)SIMPSON H2.5 WITH(8)8d. �— STRAP GABLE TRUSS TO STUD WALL WITH 5 5 SIMPSON MSTA12 WITH(10)10d AT 48"O.C. S3 S3 2x4x8'SYP LATERAL BRACE AT 48".APPLY(2) 16d THROUGH DIAGONAL BRACE INTO EACH RST FLOOR FRAMING PLAN CEILING JOIST. 1/4"=,'-0" fq%GABLE BRACING DETAIL - TRUSS nd chant for wNch k was prepared. Reuse of and bnproper reMnce on#*documeM wkhout wfMten auMortmOm by Alexander Grace Con%A",Ma,shale be wkhocd Mabkity to Alexander Gmm Cm suftkV,W- -V 7/16"OSB ROOF DECK FASTENED TO ECK FASTENED TO FRAMING WITH 8d RING SHANKS. RING SHANKS.SPACING SPACING AS FOLLOWS: ZONE 1 AND ZONE 2:6"O.C.ON EDGE 2:6"O.C.ON EDGE AND AND 12"O.C.IN FIELD. ZONE 3:6'O.C.ON EDGE AND IN FIELD. 4 EDGE AND IN FIELD. TRUSS TO TOP PLATE CONNECTION: ATE CONNECTION:H2.5A �'.QAA.";LTHf1o1 ad 1 C C/1Q LIDf IE= LESS THAN 600 LBS.( H2. 3 FOR UPLIFTS LESS �T� ) H2.5A WITH(10)8d NAILS 8d NAILS EACH FOR U IFTS LESS 'S LESS THAN 1200 LBS. THAN 1200 LBS. SW (2)2x6 N0.2 SYP TOP PLATE SEE TABLE BELOW FOR SHEAR 3P PLATE FASTENED FASTENED WITH(2)ROWS 10d AT 16" WALL ANCHORS TO BE WWALL HOLD DOWNS. E THIN d AT 16"O.C. O.C.STAGGERED.MINIMUM 24"LAP 3"OF DOUBLE STUD GROUP. IMUM 24"LAP WITH(12) WITH(12)10d IN LAP.EAS__TEN STUDS 3"x3"SQ WASHER AT TOP OF TO TOP PLATE WITH SPH AT 32"O. . THREADED ROD HOLD DOWN. FASTEN 7/16"OSB W/8d @ 6"O.C.ON W/8d @ 6"O.C.ON EDGES, 12"O.C.IN FIELD. 7/16"OSB FASTENED TO I FIELD. FRAMING W/8d AS SHOWN IN 2x6 SPF STUDS AT 16"O.C.A461LU THE TABLE BELOW 16"O.C. (� LATE WITH SPH AT 32"O.C. 7/16"OSB ROOF DECK FASTENED TO FRAMING WITH 8d RING SHANKS.SPACING AS FOLLOWS: HEADER KING STUDS ARE 2x6 No.2 SYP BOTTOM PLATE ZONE 1 AND ZONE 2:6"O.C.ON EDGE AND ACCPETABEND STUDS AS SHEAR WALL TO TRU 12"O.C.IN FIELD. OM PLATE FASTENED TO •ON FL R TRUSS ZONE 3:6"O.C.ON EDGE AND IN FIELD. DBOARD WITH 10d NAILS )ND FLOOR, 12"O.C.IN P�FILL ALL LES WITH 10d IL . TRUSS TO TOP PLATE CONNECTION: WITH(10)8d N LIFTS LESS THAN 600 LBS. TH(10)8d NAILS INSTALL DOUBLE STUD GROUP EACH FOR UPLIFTS LESS THAN 1200 LBS. AT EACH END OF SHEAR WALL. (2)2x6 NO.2 SYP TOP PLATE FASTENED FLOOR SYSTEM AT 19.2"O.C. WITH(2)ROWS 10d AT 16"O.C. _ STEM BY OTHERS. STAGGERED.MINIMUM 24"LAP WITH(12) 1/2 ANCHOR BOLTS AT 24"O.C. 10d IN LAP. BETWEEN SHEAR WALL ENDS. EMBED 8"MINIMUM AND USE 3" 1/2"ALL THREAD CONNECTORS.SEE SQUARE WASHERS. (2)2x6 NO.2 SYP TOP PLATE ALL-THREAD NOTES ON COVER SHEET FOR OP PLATE FASTENED FASTENED WITH(2)ROWS 10d AT 16" INSTALLATION SPECIFICATIONS,SPACING �d AT 16"O.C. O.C.STAGGERED.MINIMUM 24"LAP AND EMBEDMENT IMUM 24"LAP WITH(12) WITH(12)10d IN LAP. 1/2"ALL THREAD CONNECTORS.SEE FASTEN 7/16"OSB W/8d @ 6"O.C.ON ,.ONNECTORS.SEE ALL-THREAD NOTES ON COVER SHEET EDGES, 12"O.C. IN FIELD. ES ON COVER SHEET FOR FOR INSTALLATION SPECIFICATIONS, 2x6 SPF STUDS AT 16"O.C. S H EARWALL SCHEDULE ECIFICATIONS,SPACING SPACING AND EMBEDMENT. 2x6 NO.2 SYP PT BOTTOM PLATE.APPLY SHEARWANCHOR SIZE FASTEN 7/16"OSB W/8d @ 6"O.C.ON 1/2"ANCHOR BOLTS WITH 6"MIN DESIGNATION EDGE SPACING SHEARW R AND EMBED t W/8d @ 6"O.C.ON EDGES, 12"O.C.IN FIELD. EMBEDMENT.SPACE BETWEEN THREADED DESIGNATION Sd NAILS ANCHOR DEPTH J FIELD. RODS AND AT EACH SIDE OF BOTTOM PLATE SPLICES. SW 3"O.C. 1/2"ROD 1/2", 12"DEEP SW2 2"O.C. PHD6-SDS3 5/8", 12" FIBER REINFORCED CONCRETE SLAB,4" (2)SW ' 3"O.C. (2)PHD6-SDS3 (2)5/8', 12- 2x6 2)5/8", 12"2x6 SPF STUDS AT 16"O.C. /' THICK UNLESS NOTED OTHERWISE ON 16"O.C. PLAN. (2)SW2 ' 2"O.C. (2)PHD6-SDS3 (2)5/8', 12- __ _ 8"X16"CMU STEMWALL.CELLS FILLED WITH NOTES 2x6 NO.2 SYP PT BOTTOM PLATE. FINISH GRADE III=I — 3000psi CONCRETE AND(1)#5 BAR AT 48" 1."(2)"DESIGNATION IN THE TABLE REFERS TO BOTH FACES OF WALL BEING SHEATHED. OTTOM PLATE. O.C. -)I I —III— 2.5/16"HARDI-PANEL IS ONLY PERMITTED IN LIEU OF THE 7/16"OSB ON EXTERIOR WALLS IF =I 'a ONE STORY: d=8", b=16",(2)#4 BARS SHOWN ON THE FRAMING PLAN. I-II to —I — — 3.OPENINGS IN SHEAR WALL SEGMENTS ARE PERMITTED ONLY IF SHOWN ON THE __—_ VERTICAL WALL REINFORCEMENT TO BEND FRAMING PLAN.SHEAR WALL NAILING PATTERN MUST BE PROVIDED ABOVE AND BELOW SEE FOUNDATION PLAN FOR FOOTING — — 9"INTO FOOTING. OPENINGS. ,� • �a I PLAN FOR FOOTING SPECIFICATIONS. FOOTING TO BEAR ON FIRM UNDISTURBED SOIL. 4.SHEARWALL SECTIONS ARE NAILED AT 6"O.C.IN FIELD WITH 8d COMMON NAILS.SEE TABLE FOR EDGE SPACING. TYPICAL WALL SECTION 4 SHEAR WALL ASSEMBLY DETAIL 9 ECTION 2 CANTILEVER WALL SECTION 1/2"= V-0" 1/2"=1'-0" TOP PLATE TO GARAGE HEADER EDGE OF ALL THREAD WASHER CONNECTION:SIMPSON SPH AT 24" MUST BE WITHIN 3"OF THE HEADER O.C.WITH(12)10dX1 1/2"COMMONS. KING STUD,TYP BOTH SIDES OF I OPENING. I 7/16"OSB FASTENED TO FRAMING W/8d AT T O.C.ON EDGE,6"O.C.IN FIELD. I GARAGE HEADER TO CRIPPLE I CONNECTION:(2)SIMPSON MSTA36 I N0.2 SYP HEADER,TYP. SEE BLOCK SHEETING EDGES WITH(22)10dX1-1/2"COMMONS AT i WITHIN 4"OF GABLE END. EACH END OF HEADER. PLANS FOR SIZE,PLIES,AND r -- 2x4 SYP OUTRIGGER AT 24"O.C.CUP TO NUMBER OF KINGS AND CRIPPLES. BALLOON FRAMED TOP PALTE W/SIMPSON GARAGE DOOR ER.SEE H2.5 W/(8)8d COMMONS. FRAMING PLANS FOR SIZE AND PLIES. BLOCK BETWEEN OUTLOOKERS. 1 KING STUDS&CRIPPLES:(6)164 GABLE TRUSS TOP CHORD FASTEN ADJACENT STUDS W/(2) BETWEEN ADJACENT KING STUDS 2x4 No.2 SYP X-BRACE AT MID SPAN OF GABLEROWS 10d COMMON NAILS @ 8"O.C., I AND CRIPPLES. TRUSS AND AT 48"O.C.,EXTENDING BACK 8' STAGGERED. FASTEN 7/16"OSB TO FROM GABLE.ATTACH TO GABLE AND TRUSS EXTERIOR OF RETURNS 8t ABOVE VERTICALS W/(3)16d. WHERE TRUSS DOOR W/8d @ 3"O.C.ON EDGE, 12" PLACE 1/2"ANCHOR BOLTS PER VERTICALS DONT EXIST,APPLY 2X4 No.2 SYP O.C.IN FIELD. THE TYPICAL WALL SECTION. VERTICALS WITH(3)16d COMMONS AT EACHoe INTERSECTION OF PROPOSED VERTICAL AND PA51 FOR GARAGE HEADER EXISTING TRUSS. CRIPPLES. L-BRACE AS SPECIFIED BY TRUSS GARAGE SLAB n p p D p MANUFACTURER. FASTEN LATERAL BRACE TO GABLE BOTTOM FINISH GRADE (3n n p n D c CHORD WITH(2)SIMPSON H2.5 WITH(8)8d. a p n p STRAP GABLE TRUSS TO STUD WALL WITH i SIMPSON MSTA12 WITH(10)10d AT 48"O.C. a TYPICAL HEADER FRAMING DETAIL 2x4x8 SYP LATERAL BRACE AT 48".APPLY(2) 1/2"=1'-0" 16d THROUGH DIAGONAL BRACE INTO EACH CEILING JOIST. NOTES �C I N G DETAIL — TRUSS 6 TYPICAL GARAGE OPENING D ETA I L 1.A IF OPENINGS C ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING,NO ADDITIONAL CONNECTORS ARE REQUIRED FOR THE HEADER,CRIPPLES,KINGS OR TOP 1/2"=1'-0" PLATE. $ EADER FRAMING DE mpose and client for which It was prepared. Reuse of and brrpmW reliance on this domamd wWxxd wr ten authorizatbn by Alexander Grace CorrsultIN,Inc.,shag be withaR liability to Alexander Grace Consulting.Inc. ■ a IA\ I T I ON NEW 55C0qM7FLZ%MZ__ NEW SECOND FLOOR I 1ITT7FI....... EXISTING HOUSE NEW GARAGE NEW GARAGE EXISTING HOUSE - - - - - - - - - - - - - UNIT 1 UNIT 2 320 3RID 6TREET, AEACH 32233 8311.43 LANDINGS AT DOORS ITY THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF EACH EXTERIOR DOOR. STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, EXCEPTION: WHERE A STAIRWAY OF TWO OR FEWER RISERS (S LOCATED ON THE RECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY EXTERIOR SIDE OF A DOOR, OTHER THAN THE REQUIRED EXIT DOOR, A LANDING IS 2ISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL NOT REQUIRED FOR THE EXTERIOR SIDE OF THE DOOR. ,UEL POSTS OR SAFETY TERMINALS. THE FLOOR OR LANDING AT THE EXIT DOOR REQUIRED BY SECTION 8311.4.1 SHALL HALL HAVE A SPACE OF NOT LESS THAN 1 1/2 INCHES NOT BE MORE THAN 1.5 INCHES (38 MM) LOWER THAN THE TOP OF THE THRESHOLD. PROTECTION OF O NIN ►CENT TOA WALLS THE FLOOR OR LANDING AT EXTERIOR DOORS OTHER THAN THE EXIT DOOR I THE WALL AND THE HANDRAILS. REQUIRED BY SECTION 8311.4.1 SHALL NOT BE REQUIRED TO COMPLY WITH THIS BO DI _� h TALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. REQUIREMENT BUT SHALL HAVE A RISE NO GREATER THAN THAT PERMITTED IN EASING O STARTING NEWEL SHALL BE SECTION 8311.5.3. BUILDING MAY BE DESIGNED AS FULL VOLUTE, TURNOUT, STARTING E R EITHER "OPTION A' OR "OPTION 15" 64 :R THE LOWEST TREAD. EXCEPTION: THE LANDING AT AND EXTERIOR DOORWAY SHALL NOT BE MORE THAN BELOW). OTHERWISE, APPROVED IM 1 3/4 INCHES (IS(o MM) BBLIELOW THE TOP OF THE THRESHOLD, PROVIDED THE DOOR, DOORS, CERTIFIED LI MEET EITHER STANDARDS ESTASHED IN SEGTI AIL GRIP SIZE OTHER THAN AN EXTERIOR STORM OR SCREEN DOOR DOES NOT SWING OVER THE S WITH CIRCULAR CROSS SECTIONS SHALL HAVE AN OUTSIDE DIAMETER BUILDING CODE, RESIDENTIAL, MUST 01_5/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE LANDING. THE WIDTH OF EACH LANDING SHALL NOT BE LESS THAN THE DOOR SERVED. :)T CIRCULAR IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4 INCHES EVERY LANDING SHALL HAVE A MINIMUM DIMENSION OF 36 INCHES (914 MM) MEASURED SHUTTER SPECIFICATION& IN THE DIRECTION OF TRAVEL OT GREATER THAN 6 1/4 INCHES (160 MM) WITH A MAXIMUM CROSS SECTION . OPTION A - PER TABLE 8301.2.1.2 OF 2 1/4 INCHES (51 MM). R311.4.4 TYPE OF LOCK OR LATCH AILS WITH A PERIMETER GREATER THAN 6 1/2 INCHES (160 MM) SHALL PROVIDE ALL EGRESS DOORS SHALL BE READILY OPERABLE FROM THE SIDE FROM WHICH OPTION B - APPROVED SHUTTERS GE FINGER RECESS AREA ON BOTH SIDE OF PROFILE. THE FINGER RECESS SHALL EGRESS IS TO BE MADE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. MIAMI-DADE OR F.B.G. IM DISTANCE OF 3/4 (NCH (19 MM) MEASURED VERTICALLY FROM THE TALLEST BE ROLL DOWN, PANEL, A -IE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/1(o INCH (S MM) WITHIN 8311.5.6 HANDRAILS APPROVED DESIGN TYPE r1) BELOW THE WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF AT LEAST 3/8 INCH (10 MM) TO A LEVEL THAT 15 NOT LESS THAN 1 3/4 INCHES TREADS OR FLIGHT WITH FOUR OR MORE RISERS. U THE TALLEST PORTION OF THE PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL -CESS SHALL BE 1 1/4 INCHES (32 MM) TO A MAXIMUM OF 2 3/4 INCHES (10 MM). 8311.5.6.1 HEIGHT HAVE A MINIMUM RADIUS OF 0.01 INCHES (0.25 MM). HANDRAIL HEIGHT MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES (664 MM) AND NOT MORE THAN 36 INCHES (965 MM). FLAN5 CONFO TO 2 001 5UILDING CODE 21'-8' 10 0 10 70, 8'-2' 8'-0' '-5' 8'-0' 2'-Iol' 3'-0" A T DOORUT DOO CESS SLAB FOR SLIDE RECESS SLAB FOR SLIDE HOWER SHOWE RECESS SLAB FOR SLIDER CESS SLAB FOR SLIDE - - - - - - - - - - - - - - - - - - - - - - - - - - l W II f� �I II I - - - - - - - - - - - - - - - - - - - - - - - - - i it I { II W I I I { I I { I I I NEW ADDITION MONOLITf4IC SLAB I I f e I NEIL ADDITION I I I e CA N { MONOLITHIC SLAB { I I f I I NOTE: SEE ENGINEERING I I I SHEETS FOR STRUCTURAL ITEMS INCLUDING FOOTING i I I I SIZES, REE3R SIZE, I I I QUANTITY, f SPACING, AND I I I I ALL OTHER STRUCTURAL I ISSUES. I L - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� POUR SLAB FLUSH WITH EXISTING HOUSE T- -T EXI5TING EXI5TING EXISTING EXISTING 5L,4E3 N HEIGHT OF ALL ST DRAWINGS ARE MI AT BUILDERS OPTI SITE CONDITIONS 2. VERIFY LOCATION CONDUITS REQUIR FLOOR PLAN FOR LOCATIONS. VERIF CONDUITS FOR DO DRYERS, AIR HAN AS REQUIRED. SEE FLOOR MOUNTED JACKS and ETC. 5L A5 N I. FOUNDATION IS DES MINIMUM SOIL BEAR 2,500 PSF. IT SHAL RESPONSIBILITY TO WILL SATISFACTORI EXI5TING EXISTING EXISTING EXISTING 2. l49 3000 PSI FIRE SLAB OVER ro ML P VAPOR BARRIER O TERMITE TREATED F EXISTING WALL EXISTING WALL 3. VERIFY LOCATION ' EARING RAWINGS PARTITION and DPRO * _I J AT ALL LOCATIONS R / CONTRACTOR 3 CK AND CONFIRM G BUILDING D II"IEN5 I ONS. uj EXISTING WALL TO BE REMOVED EXISTING WALL TO BE REMOVED T — T i NEW GARAGE I I I STEM WALL FOUNDATION I i I I I NEW GARAGE I I NOTE: STEM WALL FOUNDATION m I SEE ENGINEERING I I 4 I SHEETS FOR STRUCTURAL e I � ITEMS INCLUDING FOOTING `-" SIZES, REBAR SIZE, I I I QUANTITY, 4 SPACING, AN I I N I I ALL OTHER STRUCTURAL I I ii I I I$SUES. i 0 - - - - - - - - - - - - J I I � r I II - - - - - --- - - - - -� - - - - - - - - - - - - - - I- - - - - - - - - - - - - 1-i 1' 4 I g1-3• I' 4 I/ i'- I/2" 9'-3' l';4 1 ' 10 12'-10 1/4' 12'-0' II'-8' 12'-9 3/4' FL AN5 CONFORM TO 2 BUILIDINS CODE f= 0 UN ID A- 55'-4' 10 21'-0' 70, 9'-5' 5'-6' S'-6' 10 01 CANTILEVERED SECOND FLOOR _ _ _ — — — — — — — — — — — — — — — —CANTLEVERED ECOND FLOOR_ 0 I- - - - - - - — — — — — — — - - - T DOO DOO 0 8080 D 80 SGD ROWER N HOWE 808066c) 80 SGD I c" C . - �C - = � C = - 3C = - C � s Q - - -� -- -� I- - - �- - - Q , W II D I I D II W L - - JL - - J L - - JL - - J LAUNDIR LAUNDRY W. �C 9' PH 9' PH �L 9 2'-6' 1 -20 /'1-�Y N L N 10 10 2880 2880 AT O UNDER UNDERSTAIR STAIR I OO 0 8 2 N 2 2 TORAGE STORAGE' —6142 1 O N M 0 8 "� %Q 9' 9 PH Cy N B 0 WALL 36' H ALL Q N A W/ WO D CAP W/ WOO CAP 0 O N 0 4'-2' 4'-2' (If2 EXISTING 6' SLIDING 2 EXISTING eo' SLIDING _ GLASS DOORS WILL m GLASS DOORS WILL BE REMOVED BE REMOVED — — — HEADER AT 8'0' — — — — — — — — — HEADER AT 8'P�' — — - - - - - - - - - - - — ;-- - - - - 36' HALF WALL 36' HALF WALL W/ WOOD CAP W/ WOOD CAP 16'-10' 4'-2' 4'-2' 16'-10" EX15TING EXISTING EX15TING EXISTING DINING KITCHEN KITCHEN DINING :CK AND CONFHRM EX15TING EX15TING EXI5TINGz EXISTING JG; BU I L D INCA D II"LENS I ON5. SQUA EXISTING WALL EXISTING WALL UNIT 1 let PLR HTq 2nd PLR N a, TOTAL 14 N GARAGE: w TOTAL SL — — — — — — — — — — — — — — — — — — — — — — — — — — TOTAL EXISTING WALL TO BE REMOv D EXISTING WALL TO BE REM VED , SQUA N UNIT 2 N let PLR NT 2nd PLR 1-1 a e TOTAL N GARAC-E: TOTAL SL TOTAL UNC e 12'-10 1/4' 12'-0" II'-8' 12'-9 3/4' FLANS C,0NP0f;,:6%o1 T C 2 0 0I 5ULDING CODE OF 10 10 10 (2) 3060 SH 3060 SH HDR 0 '-4'AFF HDR A '-48AFF HDR O l'-4'AFF HDR '-4'AFF _ � I I 1 1 _ , DOUBLE 2X4 FIREWAL OWNERS S SUITE 1 I SER � I31—� NXI31— ,�N I 9' PH —1 0 il, SU I "L 5U I TE 02 W a0 I 9' PH Q `� OL I � 1 M I N I M 1 � (0C I1 -o x1� -� 11 -� X1� -0N S' PH S, PH I 'v ' (P `t d'► 5 SH 5 SH lL N _ � 166 2668 2668 668 Q = 3'-b' l'-8" g'=0' — - 4'-10' 4'-2' 4'-2' 4'-10' ?'- 0 I ATTIC ATTIC I a 0 ;A iv PULL D i{1 V PH V PH i+1 LL DOWN N L ST Ad RS— DN DN —g�,i<{Rg -I 868 0 �, 2468 pMPUTER COMPUTE 2468 DESK AREA ( I DESK A A _ 9' PH I w d Q 1 I Q Qom.) 9' PH N c4 N 0 IAC O v u l l v I u �; 0 O[I �, v - - - - - - - J .D I .4 .Q i A � •4 {- - - - - - - - R4SH � _ = I ? = RiSH 6' v 2068 PKT 6� 31 ( M ip � .9 2068 PKT = 6' O. �3,4TH � e O�TH - - — - - 0 OC S' PH 9' PH 0 0 0 `o Kg �r KS = �r 0 I I I 0 0 0 24ro WALL 1% 203 V SH 2020 FX TRAN OM (2) 3044 SH (2) 39 44 SH 202 FXD 7 RANSOM 203 SH DR 1'-4'AFF HDR 0 l'-4'AF HDR '1'-4`AFF HDR * '-4'AFF 14DR a 'i -4'AFF HDR 0 1 -4'AF i 10 i 4'-0" 3'-0' 2'-6' 4'-4' 4'-8` 4'-8' 4'-4" 2'-6' 3'-0' 4'-0' I'-10' 3'-0' 5'40' 9'-0' 9'-0' 71, 5'-b' 5'-10' 1'-41 ol I I *,*NOTE * * I I 5UILDER / CONTRACTOR I I TO CHECK, AND CONFIRM � EXISTING 5UILDING DIMENSIONS. i I I I I I I I I I I I I I i I I I 1 I L - - - - - - - - -- - - - - - - - � - - - - - - - - - - - - - - - - F- — — — — — — — — — — — — — — - - - - - - - - -- - - - - -F- - - - - - - - - - - - - - - ( 1 L - - - - - - - - - - - - - - f=LAN6 CONFOfR1%1l TO 2001 5UILDING COD 12 MA H 2 EXISTING l I F � I EXISTING F N,T - LATIONEV ..- .�. PLANK SHUTTERS 4' WINDOW SILL LAP SIDING FINISH 4' CORNER TRIM 10' BAND 12 - _ _ _12— SECOND 12 SECOND FLOOR PLATE L2_ .._ ❑ O.H. � 12 * I **i�t O T E ** SECOND FLOOR SU I L D E R / CONTRACTOfR FIRST FLOOR PLATE _ - — EXISTING HOUSE HCK AND CONF I Rr-1 PLATE TO FIELD CONFIRM EXISTING HOUSE NEW GANEW GARAGE EXISTING HOUSE EXISTING BUILDING DIMENSIONS. �___1 0 FIRST FLOOR PLATE — — — —1 lilt [ — APPROX. GRADE UNIT i I UNIT 2 ERONT E L E VAT I ON ROOF SHINGLES 4' FREIZE BAND I 4' WINDOW HEADER 4' TRIM LAP SIDING FINISH loe 4' CORNER TRIM 10' BAND SeC — I OND FLOOR PLATE WIN, HDR A ip - us OND FLOOR M ST FLOOR PLATE I � FENCE 0 ip I i I +5T FLOOR PLATE — — — — — — — — — — - - - - - - - - - — APPROX. GRADE KNIT 2 UNIT 1 STUCCO FINISH SKAIR ELEVATION 4' STUCCO TRIM E L E ROOF SHINGLES 4' FRE I ZE BAND 4' WINDOW HEADER 4' TRIM 12 LAP SIDING FINISH 4' CORNER TRIM —� — A 10' BAND N SECOND FLOOR PL ol O.N. — . of v ip —EXISTING ROOF— — — — SECOND FLOOR M -- — — FIRST FLOOR PLAT WIN OW HEADER, 2.-0. 0 CA TILEvER � NEW GARAGE � dJ 6' STUCCO FINISH EXISTING HOUSE STUCCO FINISH Ll I FIRST FLOOR PLAT RICHT 511DE ELEVATION. * *NOTE ** 5UILDER / CONTRACTOR ROOF SHINGLES TO CHECK AND CONFIRM 4' FREtZE BAND EXI6TING 5U LDING DIMENSIONS. 4' WINDOW HEADER 4' TRIM 12 LAP SIDING FINISH 4' CORNER TRIM =r — Q� — 10' BAND —0 — ' =C4 SECOND FLOOR PLATE I'-8' O.H. EXISTING ROOF SECOND FLOOR � — — — M FIRST FLOOR PLATE WINDOW HEALER CANTILEVER 0 NEW GARAGE dJ , a, EXISTING HOUSE STUCCO FINISH STUCCO FINISH FIRST FLOOR PLATE .EFT SIDE EL =VATION, N� GONF-OfRM TO 2 5ULIDING GODE el [:) E ELEV ; 12 5 NAIL ALL ROOF O 6" O.C. ON SUPPORTS W/ 8d (COMMON OR RING SHANK NAILS) R-30 INSULATION W/ ( 2" POSITIVE AIRSPACE I'-8 UNDER SHEATHING 10 NOTE . (2) 2x6 #2 TOP PLATE SEMCO TPP6 O 32" O.C. � — �� — — — — — — — — ------ 1/2" GYPSUM BOARD (l) EAVE OVERHANGS SHALL BE I'-8" UNLESS NOTED OTHERWISE. (2) RAKE OVERHANGS SHALL BE 8" � UNLESS NOTED OTHERWISE. JL R-19 BATT INSULATION (3) ROOF PITCH SHALL BE 5/12 UNLESS NOTED OTHERWISE ON PLANS. (4) ROOF FRAMING TO BE PRE-ENGINEERED UJOOD TRUSSES SET is 24" O.G.. BASE MOULD (5) ROOF FRAMING LUMBER TO BE 02 OR 1- 3/4" PLYWOOD SUB—FLOORBETTER. 5/12 PITCH 5/12 PITCH SEE TRUSS PLAN AND (6) INDICATES DIRECTION OF ENGINEERING FOR FINAL DEEPTH 5/12 PITCH M ROOF SLOPE. i �- - - - - -� NEUJ OOF F- - - - - -� (1) _ _ _ _ _ =INDICATES FALSE WALL. L — — — — J L i/2" GYPSUM BOARD lg) — — — — — — INDICATES HEADERS (2) 2"x6" #2 TOP PLATE - SYP nn nn ' I I ' I I � 5/12 PITCH � NOTE OTE ; 5/12 PITCH � II II ALL HEADERS TO BE 51ZED II II W 5Y STRUCTURAL ENGINEER i i i I R-19BATT INSULATION BASE MOULD UNLESS NOTED OTHERUJ16E BASE 4" CONCRETE SLAB W/ #t 6x6.1ox10 WWM I' "FIBERMESH" REINF. Im II 6 MIL VAPOR BARRIER OVER TREATED & COMPACTED FILL ..''-0M I (2) /5 BARS CONT. i CAL WALL 5E CT I ON ' 1 N.T.S. i i I 2'x4' • 24' O.G. NUT W/ - 2'60. x 1/8' WASHER E X 15 T I NCS MAIN ROOF E X 15 T I NCS MAIN ROC W/ TO EA.16d WAILS HURRICANE STRAP 2'x4' - 30' INC SEE STRUCTURAL ENGINEER SHTS, 90 R•30 BLOWN INSULATIONRQ51 ' WITH ATTIC DEPTH GAUGES I HR. FIRE RATED CEILING - 5/8'G.W.B. TYPE G ON RESILIENT CHANNELS '/ I -NOTE- THIS S THE P-522 SYSTEM I MID HEIGHT CROSS BRACING ql W/ I HR, FIRE RATED INT. WALL-TENANT SEPARATION W/ _-U341 5/8' TYPE X G.WZ.OVER 2'x4' STUDS • 16' O.C. SIMILIAR TO -UL-U341 I (2) 2x4'8 (2)3x4 OR 2'x4' STUDS AT IV O.C. SEE STRUCTURAL 3 1/2' R-13 BATT INSULATION 2'x(o' BAND 3/4' GYP-CRETE (OR LEVEL ROCK)ON 23/32' I TtG PLYWOOD (GLUE 4 USE 8d RING SHANK NAILS) 16' WOOD FLOOR TRUSSES — - - - - - - - - - - - - - - — � r AT 24' Or—e�n�n\Xn _ I R-11 BATT INSULATION (OPTIONAL) I (KRAFT BACK FOR SOUND BARRIER) I HR.FLOOR/CEILtNG FIRE RATED TENANT SEPARATION W/ I I'xV SPACER 5/8' TYPE X G.W.B.ON RESILIENT FURRING CHANNELS. I • Ib' O.G.• UL-L550 I I 2'x8' TOP PLATE I (2)2'x4' NO. 2 SYP TOP PLATE ( I 1 NEW ROOF NEW ROOF I I MID HEIGHT I CROSS BRACING I � ONW/ IHR FIRE RATED INT. WALL-TENANT SEPARATION W/ I I -U341 5/8'GUO.OVER 2'x4' STUDS • 12' OAC.SIMILIAR TO -UL-0341 I 2/12 PITCH 2/12 PITCH MATCH EXISTINCa MAIN ROOF MATCH EXISTINCx MAIN ROOF 10 (2) 2x4'8 (2) 3x4 OR 2'x4' STUDS AT ib' O.G. SEE STRUCTURAL - - - - - - - 31/2' R-13 BATT INSULATION 4' CONCRETE SLAB - - - - - - - - - - - - - - - - - W/6x6, 10/10WWml CONTINUOUS VAPOR —� BARRIER COMPACTED AND TREATED FILL FIREWALL SECTION FLAN & CONF-0f;P,.M TO 2001 5UILEDING CODE N.T.S. FENCE � - - - � - - - - - - - -�-= - I- - - �-- - - - - - - - - -- - - =�- - - - - - - - - - - - - - � - - - - I PREWIRE I c = :lc _ : \ '\ I t BRACE \ I I 1 PR IRE - - - J � - J - - J t 8 CE , OPT. , FLOOR PLUG / \ PLUG SD SD '- O • moi / / - \;il MA • - - - - � \ I I SD SD I i PREWIRE - / t BRACE IGNT FOR INDER STA LHI BoTORAGE qp GFf I I 1 i GFI I10 ,I \ FLOPT. I OP ORTn Ail] Tn Ali] \ HAUST E FAN T / / / / \ 1 ( PLUG ABOVE ABOVE - - -PLUG \ �WIP T W (� (� T P r E ikL O �/ \\ 15E,0 WPC C B T O i i — � - - 7 - - - - - - - - - - - - - - - - - - -- - I FOR GARAGE I I i 1 DOOR OPENER „j e ec 4 FOR GARA E / I 1 DOOR OPENER f1) I i I / I / I r - - - - - - - - - - - - - - -I L - - - - - - - - - - - - - - - i STEPS STEPS •c SECTION A IQ APPLY $ILL FLASHING I APPLY DE$ILFLASHING THROUGH WINDOW JAMB ©APPLY BEAD OF SEALANT SECTION A gAPPLY BEAD IN SEALANT AT BACK OF WINDOW THROUGH IN JAMB FL BACK OF WINDOW ROUG WINDOW 2X SUBFASCIA FLANGE i SET WINDOW(PAN FLANGE i SET WINDOW(PAN SOFFIT PANEL N' HEAD SCREWS MUST IN USED HEAD SCREWS MUST DE USED TO FACILITATE INSPECTION) SEALANT BEAD TO FACILITATE INSPECTION) ®APPLY BEAD OF SEALANT AT BEHIND MOUNTING (I)APPLY DEAD OF SEALANT AT ASCK SIDE JAMdB FLANGE. SIpE JAMdb T ®APPLY JAMB FLASHING 4 APPLY JAMB FLASHING LEAVE UP T01/8"GAP ®APPLY BEAD OF SEALANT SEAL THE WINDOW FRAME TO APPLY BEAD OF SEALANT HARDITRIM� (CAULK IF USING BUTT AT HEAD OPENING. APPLY A %*NOM. AT HEAD • RAKE BOARD *APPLY HEAD FLASHING DIA. BEAD TO THE BACKSIDE ®APPLY HEAD FLASHINGLM : NOT PLACE NAILS IN JOINTS,OPTIONAL IF f!NTE OR)OF THE WINDOW TRIM OVER QIN WATER SHEDDING FASHION, FL E, IN LINE WITH ANY __ o " NG)APPLYING PAW-1 ——_—___ _ N WATER SHEDDING FASHION, BETWEEN LAP JOINTS • S INCSTARTING AT THE SASE OF PRE• HED HOLE6 OR SLOTS. STARTING AT THE SASE OF HARDITRIMS THE WALL 1 WORKING TOWARDS THE WALL 1 WORKING TOWARDS BAND BOARD ------ THE TOP,INSTALL THE WRB FLASHING THE TOP, INSTALL THE WRI5 ®,JAMB FLASHINGTO THE FACE OF THE APPLY CONT. SEAL TO THE MOUNTING TO THE FACE OF THE HARDITRIM® SHEATHING. TUCK WRB UNDER AD BETWEEN SHEATHING. TUCK WRB UNDER FLASHI FLANGES AT THE TOP(HEAD)AND BOARDS BILL FLASHING,AND OVER 61016(JAMd6)OF WINDOW. EXTEND PLASHING AND MOUNTING BILL FLASHING,AND OVER TER INSTALLATION JAMB 1 HEAD PLASHING. FLANGE. JAMB i HEAD PLASHING �. SEALANT BEAD BETWEEN HARDIPIANKID SEALANT AT JAMBS 6)5' ABOVE MOUNTING FLANGE AND SEAL ALL CORNERS OF LAP SIDING THE RA.AT HEAD.EMBED JAMB g WITH SHEATHING TAPE, FLASHING INTO SEALANT AND WITH SHEATHING TAPE, FLASHING, MECHANICALLY JOINED CONNECT FASTEN IN PLACE. (FLASHING CONNECT FRAMES TO SEAL FRAME CORNER FLASHING THE WRB I TO THE FLASHING 6 OVER SEALANT). T HELWRBIp THE FLASHING SEAM JUNCTURE. POSITION NAIL TO STUDS SECURE TRIM INTO WOOD FURRING HARDTRIM®BAND FRAMING AND OR HARDITRIM0 BOARDS STRIP BOARD SHEATHING FLASHING AT HEAD EXTENDS I' BEYOND JAMB FLASHING. HARDIPLANK8 8 8 LAP SIDING FLASHING AT HEAD APPLY A %' NOM. DIA, r' I EXTENDS V BEYOND BEAD OF SEALANT TO THE I JAMB FLASHING. BACKSIDE (INTERIOR)CF T ®HEAD FLASHING u ( I \ ` �. APPLY A CONT.MOUNTING FFLAANGE AT THE EG I 1 D 1 I? DETAIL �""�j��� � ���� 'A S C I A DETAIL 00, MOUNTING FLANGE ARC ® ®HEAD FLASHING TIME ENTIRE PERIMETER PLACE BEAD IN LINE WITH �� HEAD. FLASHING GOES OVER ^ ��\ EMBED BOTTOM OF THE ANY PRE-PUNCHED HOLES `.` MOUNTNG FLANGE. EMBED .\ HEAD FLASHING AGAINST OR SLOTS �� BOTTOM OF HEAD FLASHING PLI THE PREVIOUSLY APPLIED AGAINST AGANST SEALANT (FLASHING CORNER T 11MA L I G A T E Oil ` SEALANT (FLASHING QPES GOES OVER SEALANT). OVER SEALANT). EXTEND EXTEND��' I EXTEND HEAD FLASHING \`� ' I HEAD FLASHING WYCND SEALANT \ i I BEYOND EACH JAMB FLASHING. EACH JAMB FLASHING. � �' I FASTEN IN PLACE. NOTE: FOR FASTEN N PLACE. ` �' I �� TYPE 'D',JAMB FLASHING IS n■ BEHIND MOUNTING FLANGE. 1 V 31C wx TO ^ r 1 A I90NM EDGE V LIP To 11B'GAP 1 I 1I A F� 1 OJAMIS FLASHING I 1 ®JAMB FLASHING © EXTEND JAMB FLASHING I j o EXTEND JAMB FLASHING 1 J TO OVERLAP SILL 1 J o 0 EXTEND FLASHING. EXTEND I PLYWOOD OR WEATHER-RESISTIVE TO 9 I ��' JAMB FLASHING 8)S' ��� OSB � SHEATHING BARRIER FLASHING. EXTEND OVERLAP SILL ABOVE RASHIM JAMB FLASHING 8M' `.\ I ��'� SEALANT OPENING HE T AD. 9 \``� I ���� SEALANT HARDITRIM® ABOVE ROUGH OPENING 1 AT HEAD. APPLY TAPE `� I �' APPLY TAPE AT �� I �' FRIEZE BOARD AT CORNERS TO �`� 1 �.� CORNERS TO `� I �� TEMPORARILY HOLD SILL FLASHRJG TEMPORARILY HOLD SILL FLASHING liz� FLASHING N PLACE sr§Lz. © FLASHING IN PLACE O NOTE:SHIM IS SHOWN UNTIL WRB IS APPLIED. UNTIL UJRB IS APPLIED O BEYOND TRIM PIECE FOR � � I SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, CLARITY ONLY #--�--F PLUMB,AND LEVEL CONDITION. USE IF E CORROSION LEAVE T01/8"GAP RESISTANT FASTENERS. FASTEN WINDOWS PER SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, SIDING (CAULK F USING BUTT WINDOW MANUFACTURER FASTENER SPECIFICATIONS. PLUMB,AND LEVEL CONDITION. USE C 01 R 10N JOINTS,OPTIONAL RESISTANT FASTENERS. FASTEN WINDOWS PER HARDITRIMO APPLYING TRIM OVER WINDOW MANUFACTURER FASTENER SPECIFICATIONS. gpgRpg SIDING) ...'`. HARDIPLANK8 ° o V • LAP SIDING ° ° INTERIOR VIEW INTERIOR VIEW TOP LEFT CORNER OF WIN DOUJ TOP LEFT CORNER OF WINDOW 1 F ,4151-IINC� DETAIL NT5 FL,�SNINC� DET>� IL NTS 0 L � LEAVE UP TO 1/8'GAP ° ° BETWEEN PLANK AND TRIM THEN CAULK OUTSIDE CORNER UJINDOUJ IN5TALLATION (METHOD A - 1 ) WINDOW IN5TALLATION (METHOD 5 - 1 ) INSIDE CORNER WEATHER RESITh/E BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. ���D � � T��� DETAIL. ���� ( � T'�(��\I M FRIEZE �30,�1�'D FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. FLASHING APPLIED BEHIND THE MOUNTING FLANGE. I� STEPS (I)IN WATER SHEDDING FASHION, SECTION ASTARTING AT THE BASE OF (OUTSIDE O VT S I D EC O RN E R TRIM R(M D E T A THE WALL i WORKNG TOWARDS THROUGH WINDOW JAMB STEPS THE TOP, INSTALL THE WRD CDIN WATER SHEDDING FASHION, SECTION A TO THE PACE OF THE STARTING AT THE BASE OF THROUGH WINDOW JAMB SHEATHING. THE WALL i WORKING TOWARDS �� CT f O� tu ©APPLY SILL FLASHING L THE TOP,INSTALL THE WRS n/ 3 APPLY JAMB FLASHING BEI,41N Til AG TO THE FACE OF THE , E/ FL SHEATHING.(g)APPLY DEAD OF SEALANT ®APPLY SILL FLASHING AROUND THE PERIMETER OF ©APPLY JAMB FLASHING THE BACK SIDE !INTERIOR SEAL THE WINDOW FRAME TO DO NOT CAULK SURFACE)OF WINDOW OPENING. APPLY A %A NOM. _ -- ®APPLY BEAD OF SEALANT ALONGDONOT CAULK MOUNTING FLANGE. DIA. TO THE BACKSIDE �--------- --_ AROUND THE PERIMETER OF EDGE THE BACK SIDE (INTERIOR !INTERIOR)OF THE WINDOW --- FLASHING IMMEDIATELY INSTALL WINDOW SURFACE)OF WINDOW ® USING PAN HEAD SCREWS TO FLANGE,IN LINE WITH ANY FACILITATE INSPECTION. PRE-PINCHED HUN HOLES OR SLOTS. FLASHI MOUNTING FLANGE. b - WEATHER RESISTIVE W BARRIER ° SEALANT BEAD BETWEEN (!)IMMEDIATELY INSTALL WINDOW FLASHING n, ® '� FLASHING AND MOUNTING FLASHING APPLY BEAD OF SEALANT ® S FLASHING USING PAN HEAD SCREWS TO ACROSS THE FACE OF APPSEALANT BEAD BETWEEN AFTER INSTALLATION ° LY CONT.SEAL TO THE MOUNTING FLANGE. FACILITATE INSPECTION. _ FLANGES AT THE TOP(HEAD)AND MOUNTING FLANGE O HEAD CAULK GAP 81096(JAMS6)OF WINDOW. EXTEND APPLY DEAD OF SEALANT MOUNTING FLANGE AND SEAL ALL CORNERS OF ° ° o TRIM AND EEN ®APPLY HEAD FLASHING SEALANT AT JAMBS 6,4' ABOVE ®� ®ACROSS THE FACE OF PLASHING MECHANICALLY JOINED 0 0 0 ° ® THE R.O.AT HEAD.EMBED J .' MOUNTING FLANGE AT HEAD ®DEAD OF SE.ALAN DIA.THE FRAMES C SEAL FRAME REMOVE F�F'tEVIOUSLY APPLIED � TAPE,ALLOWING WRB TO LAY FLASHING INTO SEALANT AND SEAM JUNCTURE. FLAT OVER HEAD FLASHING. FASTEN IN PLACE. (FLAI QAPPLY HEAD FLASHING BACKSIDE (INTERIOR)OF THE HEADDTRIM® o 0 SH APPLY NEW SHEATHING TAPE GOES OVER SEALANT). MOUNTING FLANGE AROUND BOARD LAP SIDING K® ya• ft OVER DIAGONAL CUT SEE SECURE WRB ®TAPE,ALLOWING WRB O LAY D THE ENTIRE PERIMETER PLACE BEAD IN LINE WIT —FLASHING AT HEAD EXTENDS o � ^ r DIAGRAM. AT HEAD FLAT OVER HEAD FLASHING. ANY PRE-PUNCHED . 1' BEYOND JAMB FLASHING. ` v APPLY NEW SHEATHING TAPE OR SLOTS, O O (�� OVER DIAGONAL CUT - SEE Dc 8 FLASHING AT HEAD DIAGRAM (2 HEAD FLASHING 0 0 T�7 1 EXTENDS I' BEYOND ` APPLY A CONT.SEAL ALONG Q JAMS FLASHING. SECURE WRIB Q `� MOUNTING FLANGE AT THE 8 O HEAD \ � HEAD. FLASHING GOES OVER 0 CAULK GAP BETWEEN \ O HEAD FLASHING MOUNTING FLANGE. EMBED TRIM AND SIDING `�� EMBED BOTTOM OF THE `��\ BOTTOM OF HEAD FLASHING `. HEAD FLASHING AGop AIN6T AGAINST SEALANT(FLASHING o THE PREVIOUSLY APPLIED � GOES OVER SEALANT). 0 ° °° ° SEALANT \\` SEALANT(FLASHING 6 ' `�� �� I EXTEND HEAD FLASHING APPLY SIDING LEAVING i' OVER SEALANT). EX `� i' I BEYOND EACH JAMB FLASHING. UP TO 1/8"FOR CAULKING HEAD FLASHING BEYOND �� I FASTEN IN PLACE. EACH JAMS FLASHING. FASTEN IN PLACE. HA I 1 DRAWN BY: LTP (I)JAMB FLASHING L I A 1 1 J'_'S RD T IRI M DETAL I I JAMB FLAS"lWa EXTEND JAMS FLASHING I I OEXTEND JAMB FLASHING I 1 TO OVERLAP SILL 1 I DATE: 12/'7/09 TO OVERLAP SILL 1 1 FLASHING. EXTEND 1 �� FLASHING. EXTEND j JAMS FLASHING SSI' \ I �' APPLICATIONJAMS FLASHING 8 (12P)I4N)ABOVE ROUGH FOR W I ND OW5 4 DCO '�`J' SCALE: 1/4 '= 1'- 0" )4' � '• I � ABOVE ROUGH 1 �' OPENING AT HEAD. `�� 1 ��' SEAL T OPENING AT HEAD. APPLY TAPE AT ` TUCK TOP OF � 1 ��' SEALANT CORNERS TO JAMB FLASHING `�� j ��' TEMPORARILY HOLD ` I UNDER THE FLAP FLASHING IN PLACE SILL FLASHING OF WRS AT THE I ' '' SILL FLASHING O UNTIL WIlB IS APPLIED. ` HEAD.SEE DIAD ;.+":.. SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, PLUMS,AND LEVEL USE CORROS ® SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, ® I RESISTANT FASTENERS. FASTEN CONDITION. W NDOWS PERI OI ,� I PLUMB,AND LEVEL CONDITION. USE CORROSION (D I WINDOW MANUFACTURER FASTENER SPECIFICATIONS. RESISTANT FASTENERS. FASTEN WINDOWS PER / I I WINDOW MANUFACTURER SPECIFICATIONS. 133•f I j (TWEATHER RESISTANT 1_owT1r I II 1 I WEATHER RESISTANT T 1 BARRIER WAS) I II I I 1 BARRIER(WRB) L II 1 AT A 45 DEGREE ANGLE,CAREFULLY CUT THE i ` i ' BARRIER ON A DIAGONAL. GENTLY RAISE THE I ATA 45 DEGREE ANGLE,CAREFULLY GUT THE I BARRIER ON A DIAGONAL. GENTLY RAISE THE I TOP EDGE OF THE BARRIER UP AND TAPE THE TOP EDGE OF THE BARRIER UP AND TAPE THE I ��� TOP CORNERS AND CENTER TO THE EXTERIOR TOP CORNERS AND CENTER TO THE EXTERIOR iii moi' WRS SURFACE ABOVE. WRB SURFACE ABOVE ���� �� INTERIOR VIEW SHEET INTERIOR VIEW �� TOP LEFT CORNER OF WINDOW TOP LEFT CORNER OF WINDOW9 FLA514ING DETAIL NT5 FLA5141NG DETAIL NTSIDETAILS � 3 OF 9 • mD ^ (lam -OtAA -� O � Atn -�{ - = (X1d' z 7m0 � 0Z 3 = D33 < D � 0p� o _AO� m D3 � hrn mD � m � -03A zrn � A � Nm3c = 0EN - m3pinT OmOU� F rnOA ' - n (P 7— czf' Zrinz � ONNE � ziEnOTO � mrON -ra U3p OpN -� D O � mD zNi -' O - rmOA3 = Drn (P 7- \ A mD = zp � A � Ac = n � � 3m � .n - O � -i -N r- A < D� -i0 rn (, m -4 -' mN -E N -- r -n mrm70D � N NPn { E.-70 _ ter rnzi -070 � mrOzm � 0020m -aQ1 � O rE D = � NO -nmA = �. D � rn _ i- mm � 0 N � -( D r A z -jr �� n O � -0 r- NSD -( zrinw -� M () M mD ,� — m D = >Q1 (P - rN � rn � m (1 = 70A ;� A m )z0A DE OmON 3 W -D (1 N 3 z rn _ A = c: U3 zwNm m -a � . -� 0 — D -n < 3m -p � EDNZI NN :3 � m � r p � mr _ _ AmnzD70 m � zaA mND rnN rn = = r = mrn 3sr 'zC1 I> _ � -fmm czz --0m ^ DA 3 �, = �ZO � 7p0 brr- -, = On O _ 03Aco m30Z � zD !� (P zM p � rnAzAO -„ m -� b A n < -� � _ AD pA � N -f -� - 3_ [Am T_ mz 1. < 3Aa� z Ou, rnOOzrn3 � ND �61 n Dm l= m � pmAc rn = m ern -, NA cnD r- r z3 -Dr -n-4I> � rn b0 zA n, NM 0 X36 { -4 T_ 1 - SAN O � A � -ip � m -+ r- r- m z 3m � N 70m n �' rnA = m NO N � ^ Dmi )0-4 3m70 N � O = � _ O zr -n - m I N3TnrnAl) N -� pN A 7— M cnD �- � AO _ _ - _ -j � X m -„ z 3zI> 0 UJ r 3 _ 3z Win -- = b Z zm r -� �- 3 � z -tcn � mm 3C_Pim � � mOr i 33 � = ter N FOND mm (P M I 03rN � � = � Xz -` z Er �' c -D � I NEu �nz70m � _ -n r � _ �z9 _ N � � 3N z QZi -n = N = z _ -. 3 � 3 zO1, --aM 70 1, � D N OAS (1 zm -7 Ai � m -np Arum _ - - D3rn ?0 �' N -� - U3 T_ z N (l „ x 0m .6 mE � n � mm3 mm Oar _ rn -0 -� r- m (� � rn m r � N z N -O _ -� 7� r h Z = mN — z m N -� 0 (l z N A z z _ N -' NO Oz = A 30mz( _ < m rn '► '/ j, ?0 )> D � r- r m r Z III I I w -iUU --i = m — --arn N -fz -4zrnrn -4 � A AI> w 0r- w z :mr t >-I x mmrn = O = OXX = w _ mz = mz = A = = rnz _ n � OOm -4m -+ rnnm z I z D cn D p p. rn m c c -n -n m A t D . D . mm . inalD - - IA A w ,v C) DAd` (P Q. �( zAzA OAArrnrmAArn = D - �' D �' -� Dr- � -itl � zmm0 Of� O =� �' m rnz - _ _ - m -< _ . ' = O 3D03OcA0 = b I � pNr = Au z z' N -0 m �, - iDrnz wm AOA - zDz m 70N •• r % zMO -n (P p (' � �� mpN -� kj, � � OmOM - rz l' i -=i ADD ADO <� z � rn u' IAm � � rnmm � • O O E -n 3AB � rN m0 z �aDXr -inDDDOOmADI> 3 3 3700 Oz_ -iX I> -� zzzA M -nrn EQJ DN (1 �rD = m3z _ - D - DSD -n _ _ zP 7-- --� DNS --f OA D Dzz �' z = p -- � _ C � A m � 0 b == mOm0 rA � z � rnONO � wD (� D ODA zNm 00 � � � '� K' DAp1 _ - --i _ -4XA - n, U3 -n p � rn -' , = O -� D mn, X -1n ADA 3 �. M Om -' _ r _ z _ mw O = ar rn O 70 A D rn D -- Am D -_ z D DA �' mAmOz E - - m -i r - X 70 --� rn0C1 OOz rn1' - DOOX -� � � -nD A c � � zA -0x MZA) t D _ z II = r mp Nr _? L m p pmDE � - : :m z � Ar m � t) �' AOA z0 -' OOpOOz00 _ � rn 00 _- DmO � U) OEA -nzAz I tx� A mD -D - rrnzA mAm --tm m (I A m fn A M -n A U3 AN p -, rz NA _. D z (' O A ._ � D mA mm70rn I r cP m -� (1 II (1 3 7tD __ zD = O D O O ME I _ O -� O mm OOOAO mc _ rnm = m -( r :� -aOmA A - mzAOcAcn Z - I N , m m N E A m O N O -nM _ D -amA -a AAD � _ (P - A � -nmp0 -t = p -tzpAmNm (� � Dr D N wrOr D � _ mUJ pm0 rn O cn r- O -0 �► m rrl p �' z I> In A -n I I 3rrn O m --f %'- NN D = OzO �' XNm mrr () z A r n -A _0 m -� 3 (AD - _ (l -� _ r x II � rn -0 � m Tn � -4Oz -iO3mpm � p � = N II Zr Cl N cnzN < O -0 -D Onmcj N D '` EO —' z D = m X OE�ll rrn n Om �� = 7- M0 � � -1mA � � m N g as mGND _ ED --a _ m I E -n m w D N N� z-a 7710 _1DO _ '3 --'-� = O _ �; rO � OM () D -+A T_ Am zZA z O m = inAADM zz (P Annmrn0i � � m0 = A s_ A Az D N 70 i Tn m DO I M O -HI A ' I . I I I . I I i -00 U� U3n' Dmrnw -� _ � zo � _ >= O Om z z _} ZAwEA � DmO -03 (� D rn3 U�-0 m - m rn mz m E =� OrdO D t 70D' Dm � M Z `� 4 rr- Dt<rr �r C_1 U � , OLP m U c) r -O m 71 D u' O A U' (P -h i 10 (P C`1 zmr3� � � Tzn O l9 -� DmO � � i zZ0J�1 _f mmzN Z -irnn (n O 3rn -j 00) O -0 3Cl N � m _ N � Z mA-Om U� � � 703 = r rn � 3D � � N nMz w a a w -1 � m 3 3 s n 04 $ cR°� �vAo� 70 —4 N 70 s�� �s pmp rrl0 ; A �a��� �a 19(P m mmm� -a 1� O 3 —am -4np Nm _ axe A _m m 7- F oma �� Oc --1 � 0M O z p ANr= AmDcznm sm3Q�, W _ 3A Q tea® o = D D NOm `� 100S.1110 C, pevg= -a w �- zmO (D 03 �_, S DQ „ oowmrnman CU Q TION. II 0 �_3 320 3fRID 5TREET ATLANTIC 5EACH 32233 0 z Fri UJ XO � Z zmm CA � � r— zQ C1 z Z (1 rn z z 23'-0• 0 r- - - - -- - - - - - - -- - - - --- --- - -- ---I in M I 1 m I i � N — +B � � 1 OI -p 1> I m Z m1 d i A (1 -- - - I = I Z 1 D - I- - - - - - - - - - - - -- - - - EXISTING WALL I T- X i m I XI I A r- - -jai - - -- - - - - - - - - - - - - - I (P zI z� m I G I I m I m T l i t, x I IT-1 X X I m ^'- `o I SLOPE SLAB r D I-'I E U I I r -h w I E ! 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I i . �-_,�rn crb m3Ill m -+ I I (P (PI I A t1 (P .- - N UN ili m Ili m mr N �' I I � (�1N � A � - = � mn -n � X X i I � Zrn � nIf un w # U3rC) m (n (p I I c � �O � O i N D � m • _ — _ Z r r N (n --i �' A I I r Z Z I I D m m -nC1 � I I e AJ6 r Z Z �-- I I p m w 0 F- - -- - - - - - - - - -- - - - --- - - - --01 u 23'-0' yam, w N _ • N - { Di�rnrr� rn7p < �mi0r30 c- -nrj �(1 < r V.70 3piDAw (P-0 ID � ,T�jAOZ(0ZA rnODG� 0mrnvD v n nOE = zz m 00 DZA3D I>. 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