Loading...
HomeMy WebLinkAboutNAILING SCHEDULENAILING SCHEDULE ROOF DIAPHRAGM - ASPHALT SHINGLE Ye' 0,6.5. or CDX PLYWOOD - ed RING SHANK GUN NAILS a 4' O.C. ® SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS a 6' O.C. a INTERMEDIATE SUPPORTS. SEE DETAIL, ROOF SHEATHING TO GABLE END FRAME USE Ed RING SHANK GUN NAILS + 4' O.C. EDGEWISE. 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END, ROOF DIAPHRAGM - CEMENTITIOUS TILE or META. %' CDX EXTERIOR PLYWOOD or 5/32' APA-RATED 0.6.5. (AS PER MANUFACTURER'S INSTALLATION SPECIFICATIONS) - 8d RING SHANK GUN NAILS 0 4' O.G. 0 SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS 19 6' O.C. a INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sd RING SHANK GUN NAILS 0 4' OZ. EDGEWISE. 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. EXTERIOR WALL SHEATHING V OS,B. orb' PLYWOOD or V ZIP BOARD SYSTEM - 8d RING SHANK GUN NAILS 11 4' O.G. 6 PANEL EDGES AND Sd RING SHANK GUN NAILS 4' O.G. TOP t BOTTOM PANEL AND Sd RING SHANK GUN NAILS ® 6' O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER. NAIL REQUIREMENTS SIZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK 8d ROUND, MODIFIED OR T 2 3/a .131 110,000 RING (I6-20 RINGS PER INCH) Sd RING SHANK GUN NAILS • 4' O C. TOP E BOTTOM EDGES Elm TYPICAL EXTERIOR SHEATHING ATTACHMENT FOR WALL SHEATHING (O.S.B. TO BE STRUCTURAL GRADE) TOP CHORD BLOCKING a 4' O.G. MAX IN FIRST (2) FRAMING SPACES 0 EACH END PRE-ENGINEERED TRUSS or RAFTER I, 131JILDING LENGTH I ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING C8d RING SHANK GUN NAILS ®VOL. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOD SHEATHING (O,S.5. TO BE STRUCTURAL GRADE) C 8d RING SHANK GUN NAILS a 12' O.C. IN FIELD or 8d x 3' SCREW SHANK BALLISTIC ELECTRO GALVANIZED STRIP NAILS * 12' OL. IN FIELD UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4' T40 SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS AYES wl Ibd COMMON NAILS s 4' O.G. 2-ROU S, STAGGERED NOTE: DO NOT SPLICE TOP PLATES WITHIN 6'-0' OF ENDS OF WOOD STRUCTURAL PANEL SHEAR WALLS. THIS DETAIL APPLIES AT ALL EXTERIOR WALLS AND INTERIOR SHEAR WALLS. TOP PLATE SPLICE DETAIL 3 A R C HI T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 z F W c o F Eel kl A ©q F Cc m h �+ N o7 V b to t. 41 M stmnm de LAY: OAKLAND LAKE LOT 70 MODErz 1452 XXX00-00 02784.000 TASK* 00070 [3FACi�E: SECTIONS/ DETAILS 160 MPH EXP. C ARCHfTECT STATE OF FLORIDA 5/23/18 SdALE: 1/4"=1'— 0" SHEET MAY 2 5 2018 Permitting Departn St. Lucie County, NAILING SCHEDULE ROOF DIAPHRAGM - ASPHALT SHINGLE Y*' 0.5.5. or �' CDX PLYWOOD - 8d RING SWANK GUN NAILS a 4' O.C.11 SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS a 6' O.C. 9 INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sd RING SHANK GUN NAILS a 4' O.G. EDGEWISE. 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. ROOF DIAPHRAGM - GEMENTITIOU5 TILE or METAL V CDX EXTERIOR PLYWOOD or r/2' APA-RATED O.S.B. (AS PER MANUFACTURER'S INSTALLATION SPECIFICATIONS) - 8d RING SHANK GUN NAILS ® 4' O.C. s SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS a 6' O.C. a INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING t0 GABLE END FRAME USE 8d RING SHANK GUN NAILS 0 4' O.C. EDGEWISE. top CHORD BLOCKING ® 4" 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. O.G. MAX IN FIRST (2) FRAMING EXTERIOR WALL SHEATHING SPACES a EACH EN PRE-ENGINEERED TRUSS n � 2x LBW (STUD SIZE, SPACING t LOCATION PER PLAN) CURE 2x TO CMU w/ (3)�' x V ANCHOR BOLT w/ 1' WASHER SET IN SIMPSON OR USP HIGH STRENGTH EPDXY (6' MIN EMBEDMENT) NOTE: (U ANCHOR BOLT LOCATED 6" FROM TOP AND BOTTOM E (1) NEAR MID -CENTER PRE-ENGINEERED ROOF TRUSS DOUBLE TOP PLATE TO STUD w/ SIMPSON SP4 (USP 6PT4) 32' O.C. MAX 2x STUDS I6' OC. MAX UNLESS NOTED OTHERWISE 2x CONTINUOUS STRESS BLOCKING MID -WALL PRE-ENGINEERED ROOF TRUSS DOUBLE TOP PLATE t0 STUD w/ SIMPSON 6P4 (USP SPT4) a 32' O.C. MAX 2x STUDS 16' O.C. MAX UNLESS NOTED OTHERWISE 2x CONTINUOUS STRESS BLOCKING e MID -WALL _ X' 0.5.5. or �' PLYWOOD or 3(a ZIP BOARD SYSTEM - Sd RING SHANK GUN NAILS a 4' O.G. a or RAFTS PANEL EDGES AND Sd RING SHANK GUN NAILS 4' O.C. TOP t BOTTOM PANEL AND 8d RING ROOF SHEATHI 1) 05 REBAR VERTICALLY IN J' GYPSUM WALL BOARD }' GYPSUM WALL BOARD EGURE BOTTOM PLATE TO SLAB w/ SHANK GUN NAILS a 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM cl ANY MANUFACTURER 1 NAIL REQUIREMENTS `° CONC. POURED CELL PER PLAN) ONCREtE SLAB (SEE FOUNDATION PLAN FOR SIZE SECURE EiOttoM PLATE to SLAB w/ (U lod CUT NAIL a 32' OC. MAX x 9' ANCHOR BOLL w/ 2' WASHER V(LOCATION SET IN SIMPSON HIGH STRENGTH EPDXY (OR EQUIVALENT) 6' EMBEDMENT MIN. a 32' O.C. MAX 7UD TO BOTTOM PLATE w/ Wr SIMPSON SP4 IUSP SPT4) 32' SIZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK ad ROUND, MODIFIED OR T 2 .131 110000 RING (16-20 RINGS PER INCH) AND REINFORCEMENT) -I� - " - a O.C. MAX eUILDING LENGTH ` ° �$ CRETE SLAB ONCRETE SLAB -1�NTERIOR BEARING -WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE ' ° (SEE FOUNDATION PLAN FOR SIZE ROOF SHEATHING LAYOUT AND ENDWALL a °°4 (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) BRACING FOR GABLE END FRAMING L U AND REINFORCEMENT) ° ` ° XTERIOR WALL FOOTING NTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING ed RING SHANK GUN NAILS 6 4' O.G. (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE ISEE FOUNDATION PLAN FOR SIZE TOP e E-OTTOM EDGES AND REINFORCEMENT) AND REINFORCEMENT) AND REINFORCEMENT) INTERIOR LBW TO CMU INTERSECTION SINGLE STORY L.B.W. w/ NO UPLIFT SINGLE STORY L B.W. w/ UPLIFT . � 2 _314'al'-®' 4A SCALE: 3/4'al'-m' 4B SCALE: 3i4'al'-�' o Sd RING SHANK GUN o NAILS is 6' O.C. IN FIELD ' PRE-ENGINEERED PRE-ENGINEERED ROOF TRUSS ROOF TRUSS Q 4'-0' MINIMUM OVERLAP FOR TOP PLATE SPLICE ® W SECURE TOP PLATES w/ Ibd COMMON NAILS ®4' O.C. N FE Z-ROWS, STAGGERED z TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING —DOUBLE TOP PLATE t0 STUD Q (OBB. TO BE STRUCTURAL GRADE) TOP PLATE o w/ SIMPSON SP4 (USP SPT4) ® 2x WOOD or METAL STUDS 0 32' O.C. MAX 9 ' MAX o1 24O.G. 2x CONTINUOUS STRESS (NOT LOAD BEARING) -9 1 C Sd RING SHANK GUN NAILS 6 11BLOCKING *MID -WALL _ 2x STUDS 9 IV O.G. MAX '� O.C. IN FIELD _ or UNLESS NOTED OTHERWISE U� ST FLOOR STUDS TO 2ND FLOOR STUDS Sd x 3' SCREW SHANK BALLISTIC NOTE: in ® ELECTRO GALVANIZED STRIP • DO NOT SPLICE TOP PLATES WITHIN 6'-0' SECURED w/ SIMPSON OR USP MStA36 W o NAILS s 11' O.C. IN FIELD Y4' T4G SUBFLOOR (ATTACHMENT Z _ OF ENDS OF WOOD STRUCTURAL PANEL NG SCHEDULE') �4' TtCs SUBFLOOR (ATTACHMENT METHOD PER 'NAILI ® SHEAR WALLS. METHOD PER 'NAILING SCHEDULE') UNTHREADED SHANK TO EXTEND BEYOND T4 104 NESS OF THIS DETAIL APPLIES AT ALL EXTERIOR - -ENGINEERED FLOOR TRUSS x SUB -FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS. ENGINEERED FLOOR TRUSS DOUBLE TOP PLATE TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4' T4G 5116-FLOOR DECKING GLUED FOR WALL SHEATHING TO ALL EXPOSED MEMBERS TOP PLATE SPLICE DETAIL 2x STUDS Q 16' O.C. MAX (OS$. TO BE STRUCTURAL GRADE) 3 SCALE:3/4'.1'-m' OUBLE TOP PLATE UNLESS NOTED OTHERWISE ' GYPSUM WALL BOARD' GYPSUM WALL BOARD 2x CONTINUOUS STRESS 2x CONTINUOUS STRESS LL NOTE: RE -ENGINEERED GABLE TRUSS BLOCKING MID -WALL SECURE 50TNG a TOM PLATE TO SLAB w/ • DIAGONAL BRACE 6 CENTER OF TRUSS SPAN or 2x4 BLOCKING BETWEEN HIGHEST RIDGE. TRUSSES AT FIRST (2) BAYS 2x STUDS 16' O.G. MAX i4' x 9' ANCHOR BOLL w/ 2' WASHER T TRUSSES O.C.*SHEATHING SEAMS) SET IN SIMPSON HIGH STRENGTH • DIAGONAL BRACE TO BE * ANY SPAN 15 -ID ORUNLESS NOTED OTHERWISE EPDXY (OR EQUIVALENT) 6 GREATER (REAR TO TRUSS ENGINEERING FOR 1) 2x4 SYP 02 DIAGONAL BRACE w/ (3) SECURE BOTTOM PLATE t0 EMBEDMENT MIN. 9 32' O.C. MAX ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.) r 1d NAILS ® EACH TRUSS (DIAGONAL SLAB w/ lU 10d CUT NAIL TUD TO BOTTOM PLATE w/ ID'-0' - 30'-0' USE (1) X-BRACE -BRACING TO COVER 5-TRU55ES 32' O.G. MAX SIMPSON SP4 (USP SPT4) a 32' • 30'-1' - 60-0' USE (3) X-BRACE -��� 4 ° - ° O.G. MAX •• (1) X-BRACE ® CENTER < (2) BRACES ° a DIVIDED EQUALLY FROM CENTER TO END CRETE SLAB ° ONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) STIFFBAGK AT ALL UPRIGHTS NTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING OVER 4'-10' HIGH (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE (AS PER TRUSS ENGINEERING)AND REINFORCEMENT) AND REINFORCEMENT) PLASTIC OR METAL WEEP SCREE TWO STORY L.B.W. w/ NO UPLIFT TWO STORY L.B.W. w/ UPLIFT SHOWN w/ CMU (FRAME CONDITION 7B - 5A SCALE: 3/4'el' m' 5B SCALE: 3/4'al'-®' SAME X-BRACING REQUIREMENTS)llii�7 T. 2x4 RAT -RUN ATTACHED TO EACH BLE X—BRACINGIL TRUSS w/ (2)12d NAILS OGA INSTALLED o MID -POINT OF TRUSS SPAN SCALE: 3/4'al'-0' or 10'-0' O.C. MAX A R C H IT E C T S Des pi n IOU no. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �IIIIIIIIII ��ovvv00000� E 8 O ^C L SU'BDIV. 8e LOT: OAKLAND LAKE LOT 70 MODEL: 1452 XXX00-00 0 02784.000 TASI{# 00070 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLOFUDA VTCR (1)6 E P' O.C. TYPICAL VALLEY TRUSS CONNECTION SCALE: 3/4'4-0' /-PRE-ENGINEERED TRUSS 1 ' GYPSUM BOARD OR ' HIGH STRENGTH CEILING BOARD INGLE 2x TOP PLATE ECURE 2x4 FLAT TO BLOCK w/ CUT NAILS 1p CURE 2x(v MIN. TO BLOCK w/ (2)' x 9' ANCHOR BOLTS w/ 2' B WASHER SE NIG0 T IN SIMPSON or USP H STRENGTH EPDXY IMIN. 6' EMBEDMENT) 0 --SECURE 2x6 MIN. TO BLOCK w/ (3)1�' x 9' ANCHOR BOLTS w/ 2' WASHER SET IN SIMPSON or USP HIGH STRENGTH EPDXY (MIN. 6' EMBEDMENT 0 0 GARAGE DOOR BUCK ATTACHMENT 6CALE: 3/4'-1' 0' GYPSUM WALL BOARD 2x WOODS STUDS a 24' O.G. (SIZE PER PLAN) SECURE BOTTOM PLATE TO SLAB w/ 10d MASONRY NAILS a 32' O.C. MAX CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) INTERIOR NON -BEARING WALL SCALE: 3/4'4-0' /-PI;E-ENGINEERED TRUSS GYPSUM BOARD OR HIGH STRENGTH CEILING BOARD TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ DRYWALL SCREWS (EACH TRUSS or 24' O.C. MAX) 'GYPSUM WALL BOARD W METAL STUDS (25 GAUGE) a 24' O.0 w/ FULL LENGTH LAYER OF 1/2' TYPE GYPSUM WALLBOARD, ATTACHED TO EACH SIDE a 12' O.C. %s' BOTTOM CHANNEL (25 F AUGE) BOTTOM CHANNEL TO LAB w/ 10d x I' MIN. MASONRY AILw/ WASHER a 32'O.C. MAX ONGRETE SLABSEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) a a a NOTE: STUD GAUGE IS HEIGHT SPECIFIC. CONSULT w/ MANUFACTURER ON STUD HEIGHT LIMITS. INTERIOR NON -BEARING WALL METAL 6=6 SCALE: 3/4'-I'-®' " TEXTURED CEMENTITIOUS I) REBAR VERTICALLY IN CONC, POURED COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN) CW6) OVER CMII-1 ' CMU BLOCK ATHER STRIP MOLDING AROUND DOOR / (PER MANUFACTURER'S SPECIFICATIONS) — 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)V x 9' ANCHOR BOLTS w/ 2' GALVANIZED STEEL TRACK BRACKETS WASHER SET IN SIMPSON or USP HIGH (BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS STRENGTH EPDXY (MIN. 6' EMBEDMENT) PER MANUFACTURER'S SPECIFICATIONS r MN. sLIaE vERHEAD GARAGE DOOR (BY OTHERS) SECTION RIX I ALVANIZED STEEL VERTICAL TRACK C (BY OTHERS - INSTALLED PER SCALE: KT.. MANUFACTURER'S SPECIFICATIONS) ARCHITECTS Design foul Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 o F rn c U a 4q R C400,* h w c. w M SUDDIV. de LOT: OAKLAND LAKE LOT 70 M03 EL: 4 1�5 2 {�{� Lf OO-00 02784.000 TASK# 00070 PAGE: SECTIONS/ DETAILS ka 160 MPH EXP. C Al CHrrECT: STATE OF FLOF1 5/23/18 80 LM:1/4"=1'-0" Im MAY 2 5 2018 Permitting Departn St. Lucie County, 5/23/18 80 LM:1/4"=1'-0" Im MAY 2 5 2018 Permitting Departn St. Lucie County, VTCR of (1)aEA Y O.C. M: TYPICAL VALLEY TRUSS CONNECTION P.T. 2x STUD or 8' CMU BLOCK WALL P.T. 2x4 STUDS is 16' O.C. MAX SHOWER SEAT 2 SCALE- 3/4'=I'-0' L2tl�j ---WATER RESISTANT BACKERBOARD (DENSHIELD) /2' DENSHIELII (SEAT DECK MUST BE SLOPED IR' MIN. TO PAN) APELASTIC AQUA DEFENSE WATER PROOF CINSTALLATION EMBRANE TO BE SITE APPLIED, MEMBRANE MUST VERLAP SHOWER PAN LIP. WATER PROOF MEMBRANE MUST GO UP OR OUT AT EAST 4 INCHES) HULK BEAD BETWEEN DENSHIELD ND FIBERGLASS PAN APPLIED RIOR TO MEMBRANE PER PLAN ROWER PAN IBERCsLASS OR CERAMIC) LINTEL 2) �b x 3' TAPCONS I AND a18' O.C. MAX PIN SIZE .145 ENT OF I Y4') AND 618' O.C. MAX ATHING :HMENT METHOD SCHEDULE') POURED IN PER BLDR) ARCH WINDOW FRAME C D SCALE: 3/4'0-0' ( s3 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE w/ MIN. (3)12d NAILS or MIN. (4)10d GUN NAILS Ix6 COLLAR TIE a EVERY OTHER RAFTER w/ MIN. (3)12d NAILS or MIN. (4)10d GUN NAILS 2x RAFTER NO NAILER SECURED TO TRUSSES BELOW w/ (2)12d NAILS or (3)10d GUN NAILS is EACH TRUSS RAFTER TO TRUSS w/ SIMPSON MTS12 or USP MTWI2 (CREATE VOID FOR STRAP CONVENTIONALLY FRAMED ROOF 2x4 SECURED TO W (2)12d a V 2x4 SECURED TO G� (2)12d SPACED 6' - 2x4 RAFTS SIMPSON L3 a BLOCKING 2x4 BLOCKING a E: 2x4 FRAMIN SIMPSON H2.5A is EACH RAFTER TAIL SIMPSON L3 a TOP OF EACH RAFTER FRAMED OVERHANG SCALE: 3/4'4-0' 0 SCALE: 3/4'.I'-0' 0 Iti SECURE RAFTER TO BLOCKING BETWEEN TRI56ES w/ SIMPSON or USP MSTA24 SECURE BLOCKING TO TRUSS BOTTOM CHIORD w/ (3)12d NAILS a EACH END. PRE-ENGINEERED ROOF TRUSSES ROOF DECKING OVER PRE-ENGINEERED ROOF TRUSSES SECURE 2x4 FLAT TO BLOCK w/ CUT NAILS ice►' J /rPRE-ENGINEERED TRUSS r GYPSUM BOARD OR J' HIGH STRENGTH CEILING BOARD SINGLE 2x TOP PLATE GYPSUM WALL BOARD 2x WOODS STUDS a 24' O.C. (SIZE PER PLAN) SECURE BOTTOM PLATE TO SLAB w/ 10d MASONRY NAILS a 32' O.C. MAX CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) INTERIOR NON —BEARING WALL ITW�Olp it] SCALE: 3/4'=I'-0' -ENGINEERED TRUSS GYPSUM BOARD OR ' HIGH STRENGTH CEILING BOARD %' TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ DRYWALL SCREWS (EACH TRUSS or 24' O.C. MAX) T GYPSUM WALL BOARD 3 % METAL STUDS (25 GAUGE) a 24' O.0 w/ FULL LENGTH LAYER OF In' TYPE GYPSUM WALLBOARD, ATTACHED TO EACH SIDE a 12' O.G. 3 V BOTTOM CHANNEL (25 GAUGE) BOTTOM CHANNEL TO SLAB w/ 10d x I' MIN. MASONRY NAIL w/ WASHER a 32' O.C. MAX. CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) L-SECURE 2x6 MIN. TO BLOCK w/ NOTE: (2)V x S' ANCHOR BOLTS w/ 2' STUD GAUGE IS HEIGHT SPECIFIC. CONSULT B WASHER SET IN SIMPSON or USP w/ MANUFACTURER ON STUD HEIGHT LIMITS. HIGH STRENGTH EPDXY (MIN. 6' EMBEDMENT) 7B )111RIOR NON—BEARINGAL SUDS o CURE 2x6 MIN. TO BLOCK w/ (3)V x S' ANCHOR BOLTS w/ 2' ' TEXTURED CEMENTITIOUS —(I) REBAR VERTICALLY IN CONC. POURED WASHER SET IN SIMPSON or USP COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER PLAN) HIGH STRENGTH EPDXY (MIN 6' C926) OVER CM ' CMU BLOCK EMBEDMENT FATHER STRIP MOLDING AROUND DOOR IPER MANUFACTURER'S SPECIFICATIONS) 24 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)V x S' ANCHOR BOLTS w/ 2' GALVANIZED STEEL TRACK BRACKETS WASHER SET IN SIMPSON or USP HIGH BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS STRENGTH EPDXY (MIN. 6' EMBEDMENT) PER MANUFACTURER'S SPECIFICATIONS I' MIN. SLIDE _ OVERWEA,D GARAGE DOOR (BY OTHERS) SECTION GARAGE DOOR BUCK ATTACHMENT &URK! �ooM ALVANIZED STEEL VERTICAL TRACK 6 6C,&E: 3/4'=r-0' MANUFACTURER'S SPECIFICATIONS) (BY OTHERS - ARCHITECTS Design Groupinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r 11111111111 Lvov000vvvo& rOAKLAND U133XV. de LOT: LAKE LOT 70 MODEL- 1452 XXX00-00 02784.000 TASSK# 00070 PAGE: SECTIONS/ DETAILS 160 MPH EXP. C ARCHITECT - STATE OF FLOFUDA 4p')? 1 a./ip3/18 i 3lAA.LE;9/4..=1'-0" 1 PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRE TIED TO LATH 6 9" O.C. MAX (VERY.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ Ys' LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY STAPLES TO BE REMOVED AFTER INSTALLATION FA5TENER5 TO BE SPACED 1' O.C. MAX VERTICALLY LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER ASTM C1063 1.10.1.4 NOTE: 1. FA5TENER5 FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO WALL STUDS REQUIRED PER PLAN CUT TWO PIECES OF FORM FLASH I — APPROX. 6" LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAY ADHESIVE DIRECTLY TO 055 AROUND PENETRATION 'OR LE55 PIPE PENETRATION —� STARTING WITH THE BOTTOM HALF OF THE PIPE, REMOVE THE RELEASE LINER AND FOLD THE FORM FLASH I IN HALF (LENGTH WISE WITH ADHESIVE TO THE EXTERIOR) ALIGN THE PROTECTO FORM FLASH I WITH THE CENTER OF THE PIPE. ADHERE FORM FLASH I TO THE BOTTOM HALF OF THE PIPE AND WRAP AROUND THE PIPE. PER FBC R103.1.1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF ASTM C 926-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH ASTM C 1063-12A J' THICK, 3 COAT CEMENT PLASTER WRB LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED a7" (VERT.) O.C. MAX AT SUPPORTS WRB LAYER *1, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING a' (� �' °rv� 6- TO 8' PROTECTED FLASH TAPE MIRIL 7� BEHIND CONTROL JOINT PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6" TO 8" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD 1 TYPE ' ' CONTROL JOINT NOTE: APPLY SEALANT AT 'M' CONTROL JOINT END TO END CONDITIONS USE FINGERS TO MOLD THE REMAINING HALF OF THE //T FORM FLASH I TO THE SHEATHING, MAKING SURE THE FORM FLASH 1 IS TIGHT TO THE PIPE AND TO THE SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES, TAKE SECOND PIECE OF FORM FLASH I AND APPLY IT TO THE TOP HALF OF THE PIPE IN THE STEP i STEP 2 SAME MANNER, IiMAKING SURE THE OVERLAP AREAS ARE PRESSED DOWN TIGHT TO THE PIPE AND SHEATHING. INSTALL FA5TENER5 (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING 3 PIPEPENETRATION DETAIL a SECTION TAPE WRB LAYER *1, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WRB LAYER *2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH PROTECTO FORM FLASH 1 CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY TO SHEATHING LOCTITE SPRAY ADHESIVE DIRECTLY TO ©SB AROUND PENETRATION ELASTOMERIC COATING (OR APPROVED EQUAL) OVER 5TUCCO/ C.Y. FINISH (SEE TYP WALL SECTION) NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 02415-IN. (1.21-MM) WIRE AT INTERVALS NOT MORE THAN 9" (229-MM). AS PER ASTM C1063 1.8.1. NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED PEEL E STICK WOOD 5TU z F 5HEATHI WRB I TAPED T SHEATHING w/ WI *2 OVER TOP. Wf *2 TO BE LAPPL_ VERTICALLY 6" MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE 1' VERTICAL LAP MIN. HORIZONTAL LATH & PAPER DETAIL SIDING FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) PAPER LAP 2 : rLra NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' is VERTICAL LAPS (ROLL ENDS) 4 6' HORIZONTAL LAPS. LATH VERTICAL LAP TO BE 1' METAL LATH TAPE WRB LAYER *I, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING I' MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL $' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING SHEATHING WOOD SHEATHING WATER RESISTIVE BARRIER LAP SIDING (PER BUILDER) MINIMUM LAP (PER MANUF. SPE05) t. °-� LEGEND WEEP SCREED °`:: DRAINAGE PLANE (WRB LAYER *1, STARTER STRIP (PER MANUF. 5PECS) =, 5TUCCOWRAP OR MINIMUM CLEARANCE 4, APPROVED EQUAL) (PER MANUF. 5PEC5) . WRB LAYER *2 5'Xi' CONTINUOUS GALV. METAL z (FORTIFIBER STEP FLASHING (NAIL TO ROOF BUILDING PAPER OR DECK, NOT WALL SHEATHING) 7ol APPROVED EQUAL) CAP SHINGLE - DO NOT NAIL ADHERED SHINGLES TRIMMED TO COVER FLASHING STRIP "L" FLASHING 4 scALe: Kra STUCCO METAL LATH X X X X STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB: WATER RESISTIVE BARRIER A R C H IT E C T S 4Desin Grouppinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 i �IIII"'lll ��ovoovv000� SUBDIV. ae LOT: OAKLAND LAKE LOT 70 MODEL: 1452 xxxoo-00 02784.000 TASK# 00070 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 00,0 AFiCHRECT- STATE OF FLOEIDA 4AR 1 D E; 4/13/18 946 ALE:1/4 of =i'— o 8' THICK, 3 COAT CEMENT PLASTER STEP FLASHING OVERLAPS KICKOUT DIVERTER I' MIN. STEP FLASHING FELT UNDERLAYMENT SHINGLE ROOFING DRIP EDGE: OVERLAP 31 , EXTEND 1/2' BELOW SHEATHING, MECHANICALLY FASTEN 4" O.C. MAX. NOTE: INSTALL KICKOUT FLASHING At 50TTOM OF ROOF 8 WALL INTERSECTIONS WR5 LAYER 1, 5TUCCOWRAP (OR APPROVED x, EQUAL) WRB LAYER 02, FORTIF15ER 5UILDING l WOOD SHEATHING PAPER (OR APPROVED EQUAL) x' VENT CAP IS TO 5E SET IN CONTINUOUS 5ED OF WR5 LAYER #I, 5TUCCOWRAP (OR APPROVED , SEALANT. EQUAL) TAPED DIRECTLY TO SHEATHING ONE-PEICE HOODED VENT ATTACHED PER MANUF. LAP LAYERS OF BUILDING WRAP OVER SPECIFICATIONS NAILING FLANGE, STOP WRB AP OX. APPLY SEALANT AT PERIMETER OF 1 �" A50VE SHINGLES NON -MOVABLE FRAME AND STUCCO ON ALL SELF -ADHERING FLASHING 51pE5, ),' SEALANT s JOINTS ALL AROUND ' THICK, 3 COAT CEMENT PLASTER METAL LATH DRYFLEKT KICKOUT DIVERTER WR5 LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) BUILDING PAPER 0 $- 6A DRYER VENT FRAME) OVER 'QUICK FLASH' PIPE THROUGH WALL . -A� 5 KICKOUT DETAIL KI KTA A «-„— A �^ �'.ECEIVE I COAL OF SHER-CREtE .,ONCRETE WATERPROOFER or ,OAT PRIOR t0 ELEC. METER ON (PER 3/WAI) ELEC. METER FIELD VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATI APPLY SEALANT At TOP 4 SIDES OF ELEC. METER 50X AFTER STUCCO INSTALLATION ELECTRICAL CONDUIT PENETRATION 8 see: rLrs. SEALANT ON TOP 4 SIDES ONLY CAVITY TO 5E FILLED WITH RIGID POLYMERIC I50CYANATE-POLY5LEND FOAM ('GREAT STUFF' OR SIMILAR) �—FLASH OPENING WITH PROTECTO FORM FLASH SELF ADHERING FLASHING PER FLASHING METHOD AS DESCRIBED IN DETAIL 3 OF WA1 'PIPE PENETRATION DETAIL' APPLY I COAT OF 5HER-CRETE FLEXIBLE CONCRETE WATERPROOFER 2" LARGER THAN THE ELEC. METER CAN OR METER CAN COM50 OR METER CAN AND DISCONNECT BUILDING PAPER UNDER 'QUICK FLASH' AVENT PENETRATION WOOD SHEATHING WR5 LAYER *2, FORTIF15ER WOOD WRB LAYER 1, F5UILDING PAPER (OR CONSTRUCTION 5TUCCOWRAP (OR APPROVED EQUAL) WOOD APPROVED EQUAL) METAL LATH SHEATHING WRB LAYER 02, WOOD --1/8' TEXTURED FINISH e WOOD FORTIF15ER CONSTRUCTION FASTEN TO WOOD STRUCTURAL 5UILDING PAPER (OR 8" CMU MEMBER 1' O.C. MAX APPROVED EQUAL) IN 4N %8' t0 %8" MID -WALL $' THICK, 3 COAT CEMENT ® WEEP SCREED WOOD FRAMED PLASTER 6' WIDE STRIP SELF WALL 1/' TO l/8' MID -WALL ADHERING FLASHING, CLEAN 7A s WEEP SCREED MASONRY 5EFORE APPLYING 6' SELF -ADHERING FLASHING TEXTURED FINISH tv MASONRY HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREED PrAiG.nirs (FRAME TO FRAME) 1E x.7$. (FRAME TO BLOCK) NOTE: PROTECTED FLASH TAPE 5EHIND WEEP SCREED E APPLY SEALANT AT WEEP SCREED END TO END JOINTS CUT ENOUGH PROTECTO FORM FLASH I PIECES TO COVER BOX 4' NOTE: ATTACH PER PAST EACH SIDE. STARTING At THE MANUF. SPECIFICATIONS 50TTOM OF THE 5OX, REMOVE RELEASE LINER AND APPLY MAKE AN 'X" CUT THROUGH PROTECTO FORM FLASH 1 IN A THE PROTECTO FORM FLASH 1 SINGLE FASHION TO COMPLETELY IN THE CENTER OF THE 5OX COVER THE 5OX. OR OUTLET OPENING EXTENDING TO NO CLOSER WOOD SHEATHING THAN I' TO COINER STEP I WR5 LAYER "I, 5TUCCOWRAP (OR APPROVED EQUAL) PROTECTO FORM FLASH I SELF ADHERING FLASHING APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOU5EWRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) STEP 4 APPLY E-Z BEAD (OR APPROVED EQUAL) OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT At ALL JOINTS AND INTERSECTIONS STEP 2 STEP 5 TEXTURED CEMENTITIOU5 COATING PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT m ALL SIDES DRYER VENT (BLOCK) V D WAS KTa PER FBC R103.1.1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF A5TM C 926-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 1063-12A TvrP,Nn DRAINAGE PLANE (WR5 LAYER 1, 5TUCCOWRAP OR APPROVED EQUAL WR5 LAYER *2 (FORTIRIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO I4 WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO 5E PER FBC R1031.1 / A5TM C-841-091 MIN. 25 LBS. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATION5) PUSH THE PROTECTO FORM FLASH I INTO THE OPENING AND ADHERE TO THE INTERIOR OF THE BOX. ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH EXTERIOR 9 ELECTRICAL RECEPTACLE CTUD Q P 01 STEP 6 /' A R C H IT EC T S 1YY11Y. RVIYNLV RLNV NI\ VLV V. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r- �""II'lll L 0vv000000� pE U 0 E O C r 'VSDIY. 8c LOT: OAKLAND LAKE LOT 70 MODELa 1452 XXX00-00 02784.000 TAl IC# 00070 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHrrECT.. STATE OF FLORIDA D ' E: 4/13/18 S ALE:1/4"=1'-O" EET e WOOD SHEATHING WOOD CONSTRUCTION Y4' HAT CHANNEL W/ V TYPE 'X' DRYWALL WOOD SHEATHING WRB LAYER *I, - 5TUCCOWRAP (OR APPROVED EQUAL) $" THICK, 3 COAT — CEMENT PLASTER WRB LAYER *1, STUCCOWRAP V, (OR APPROVED EQUAL)V AMIGO AM6(0-WFWC-180 CUSTOM CA51NG BEAD (OR APPROVED EQUAL) DO NOT CAULK OR SEAL GAP WRB LAYER *l, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 8' THICK, 3 COAT CEMENT PLASTER AM66-WFWC-180 CUSTOM CASING BEAD (OR APPROVED EQUAL) LEGEND DRAINAGE PLANE (WRB LAYER *I, STUCCOWRAP OR APPROVED EQUAL WRB LAYER *2 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO WOOD SHEATHING /% /2 7 SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-841-09, MIN, 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 2x FRAMING MEMBER 8' THICK, 3 COAT CEMENT PLASTER GORIER BEAD FASTENED TO SHEATHING m I' O.C. MAX. WRB LAYER *1, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING METAL LATH WRB LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WRB LAYER *I, STUCCOWRAP BEAD ®FRAME (OR APPROVED EQUAL) @Q� WRB LAYER *2, FORTIF15ER BUILDING ��WOOD CONSTRUCTION PAPER (OR APPROVED EQUAL) 6' 6ELF-AD14EREING FLASHING WRAPPED e CORNER OF CANTILEVER AMIGO AM66-WFWC-180 CUSTOM CA51NG BEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) FINISH LAYER (2 LAYER PEEL 4 STICK) (o' PEEL 4 STICK a DRIP EDGE TO DECK 1 �"XI %4' P.T. OR 51MULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER V PEEL 4 STICK a DRIP EDGE TO DECK SUB FLOOR FULL SHEETS OF PEEL 4 STICK I Y"XI %4' P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS y' GAP FOR BACKER ROD 4 SEALANT $' THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CASING BEAD +COMPONENTS PULLED � APART FOR CLARITY VINYL (OR APPROVED - EQUAL) CASING BEAD 5/8' TYPE "X' DRYWALL W/TEXTURED 4 PAINTED FINISH g THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD 3" X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, X' MIN. SPACE FROM DRIP FACE TO TREX Y" GAP FOR BACKER ROD 4 SEALANT WEATHER RESISTIVE BARRIER *1 WEATHER RE515TIVE BARRIER *2 $' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. (OR APPROVED EQUAL) 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11A DRIP EDGE INSTALLATION Y' GAP FOR BACKED' ROD 4 SEALANT VINYL (OR APPROVED EQUAL! CASING REAP WATER PROOFING let LAYEi (2 LAYER PEEL 4 STICK) PEEL 4 STICK DECK MEMBRANE, EXTEND OVER DRIP EDGE SUB FLOOR X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y" MIN. SPACE FROM DRIP FACE TO TREX MODIFIED 90 VINYL (OR APPROVED EQUAL) CASING BEAD I Y'XI Y' P.T. OR 51MULATED WOOD (TREX) WATER PROOFING let LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOUS PEEL 4 STICK) WRAPPED FROM BALCONY Y4" GAP FOR SEALANT 4 DECK TO CANTILEVER OPT. BACKER ROD 8' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER *1 THER RE515TIVE BARRIER *1 THER RESISTIVE BARRIER *2 I mCOMPONENTS PULLED APART FOR CLARITY WEATHER RESISTIVE BARRIER 02 8" THICK, 3 COAT CEMENT 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCE55ORIE5 ONLY) ;BALCONY DRIP EDGE INSTALLATION 1 D 16C.CE, KM PLASTER VINYL (OR APPROVED EQUAL) CA51NG BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CASING BEAD NOTE: SET RAILING LAG BOLT ATTACHNMENT5 IN SEALANT, WHERE APPLICABLE° CORNER BEAD (FASTENER 4 SPACING is i' O.G.) CMU W THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MA50NRY UNIT CORNER BEAD @ BLOCK 12B ec u a XTA. COLUMN SHEATHING WEATHER RESISTIVE BARRIER *1 WEATHER RE515TIVE BARRIER *2 -6" SELF ADHERING 4 FLASHING PEEL 4 STICK 1 Xi"x3' V' FLASHING FULLY EMBEDDED IN ROOF CEMENT 1 Y" X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF 5EALANT,Y' MIN. SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE BARRIER *1 WEATHER RE515TIVE BARRIER *2 EXTERIOR COLUMN COLUMN SHEATHING 6" SELF ADHERING 4 FLASHING 1 Xa"x3' V' FLASHING FULLY EMBEDDED IN ROOF CEMENT Y' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF 5EALANT, F MIN. SPACE FROM DRIP FACE TO TREX ON ALL 4 SIDES OF COLUMN VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER !'THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER *1 WEATHER RE515TIVE BARRIER *2 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP EDGE INSTALLATION COLUMN W/ " L" FLASHING A R C H IT E C T S Design YOU p"Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 1 ��oacomaoou� E 8 E s G r tJHDIY. de LOT: OAKLAND LAKE LOT 70 MODEL: 1452 xxxoo-oo 02784.000 TASK* 00070 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ApcHITECT-. STATE OF FLOP IDA D E: a /13/18 9CALM: 1/4"=1'-0" SHEET WOOD SHEATHING- WRB LAYER *I, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $' THICK, 3 COAT CEMENT PLASTER 6"SELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE ---\7 WRB LAYER *1, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $" THICK, 3 COAT CEMENT PLASTER 6" SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE CASING BEAD 0 WINDOW WFRAME, NO BAND WRB LAYER *I, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING WRB LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH (EXPLODEDTHICK, 3 COAT VIEW F CEMENT PLASTER CLARITY) WOOD CONSTRUCTION BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER *1 WEATHER RESISTIVE BARRIER *2 5(ro' X 1 Y4" LAP SIDING W/6" REVEAL 6' SELF -ADHERING FLASHING STARTER STRIP PER MANUFACTURER'S INSTALLATION — INSTRUCTIONS DO NOT CAULK OR SEAL OPENING GALV'D METAL "Z' FLASHING STUCCO CASING BEAD SIDING TO STUCCO ® BLOCK TO FRAME TRANSITION n..u- urn WOOD SHEATHING WEATHER RESISTIVE BARRIER *I WEATHER RESISTIVE BARRIER 02 W6' X 1 Y' LAP SIDING W/6 REVEAL 6' SELF -ADHERING FLASHING STARTER STRIP PER MANUFt INSTALLATION INSTRUCTIONS DO NOT SEAL OPENING GALV'D METAL "Z' FLASHING E-Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/W FLEXIBLE PVC BACKER ROD) 6' SELF -ADHERING FLASHING Ys" THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER *1 WEATHER RESISTIVE BARRIER *2 WOOD SHEATHING WRB LAYER *I, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER *2, FORTIF15ER BUILDING PAPER WOOD SHEATHING (OR APPROVED EQUAL) WRB LAYER *I, STUCCOWRAP METAL LATH (OR APPROVED EQUAL) $' THICK, 3 COAT CEMENT WRB LAYER *2, FORTIF15ER PLASTER, BUILDING PAPER VINYL (OR APPROVED EQUAL) x (OR APPROVED EQUAL) ANGLED CASING BEAD METAL LATH 6'SELF-ADHERING FLASHING (EXPLODED 8' THICK, 3 GOAT vIW �oR CEMENT PLASTER DRIP CAP > CLARITY) WINDOW FLANGE WRB LAYER *I, STUCCOWRAP (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD WRB LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $' THICK, 3 COAT CEMENT PLASTER 6'5ELF-ADHERING FLASHING DRIP CAP CASING BEAD C WINDOW WINDOW FLANGE W(FRAME, KTA W/ BAND) 6' SELF -ADHERING FLASHING WEATHER �ESISTIVE BARRIER *I WEATHER RESISTIVE BARRIER *2 STARTER STRIP PER MANUFACTURER'S INSTALLATION ' INSTRUCTIONS 6' SELF -ADHERING FLASHING GALV'D METAL "Z' FLASHING DO NOT CAULK OR SEAL OPENING �a GALV'D METAL "Z' FLASHING WOOD CONSTRUCTION BEYOND 6' SELF -ADHERING FLASHING WEATHER RE515tIVE BARRIER *I TO LAP 6' MIN. ABOVE TOP OF "Z' FLASHING WEATHER RESISTIVE BARRIER *1 WEATHER RESISTIVE BARRIER 02 GALV'D METAL 'Z' FLASHING DO NOT CAULK OR SEAL OPENING WEATHER RESISTIVE BARRIER I TO LAP 6' MIN. ABOVE TOP OF "Z' FLASHING 6' SELF -ADHERING FLASHING I —WEATHER RESISTIVE BARRIER I —E-Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/Y' FLEXIBLE PVC BACKER ROD) — WEATHER RESISTIVE BARRIER *2 SIDING TO STUCCO @ FRAME TO FRAME TRANSITION V SCALE, KTA LEGEND DRAINAGE PLANE (WRB LAYER', STUCCOWRAP OR APPROVED EQUAL) WRB LAYER *2 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO a WOOD SHEATHING K111111111XI SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) SEALANT WINDOW FRAME WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP i GAP TYP A61NG BEAD TO WINDOW IX TRIM MEMBER 6 STUCCO TO SIDING TRANSITION SIDING-1 Y♦' GAP TYP CASING 5EAD TO TRIM i J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING `—WRB LAYER *1, STUCCOWRAP WRB LAYER *I, STUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) CASING BEAD 6' SELF ADHERING FLASHING OR PEEL 4 STICK SIDING TO STUCCO CASING BEAD 14 BCALE, KT6 (CROGG.i3EC.TM WOOD SHEATHING METAL LATH WRB LAYER *I, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER *2, FORTIF15ER BUILDING - PAPER (OR APPROVED EQUAL) !"THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD " THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD WOOD SHEATHING WRB LAYER *1, STUCCOWRAP x (OR APPROVED EQUAL) WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH J' THICK, 3 COAT CEMENT (EXPLODI=D PLASTER VIEW FOR CLARITY) CASING BEAD 0 RAISED 15 ,, K? BAND FRAME METAL LATH /SEALANT WRB LAYER *2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING WINDOW FRAME FRB LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) 6' WIDE PEEL 4 STICK OVER FLANGE E-Z BEAD VINYL (OR APPROVED EQUAL) CASING 2' (WIYs' FLEXIBLE PVC BACKER ROD INCLUDED) *APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP g;; EEZZ BEAD WINDOW CASING a' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) E-Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/Ys' FLEXIBLE PVC BACKER ROD INCLUDED) WRB LAYER', STUCCOWRAP (OR APPROVED EQUAL), WRAPPED AROUND FRAMING MEMBER / 6' SELF ADHERING FLASHING i WOOD SHEATHING DETAIL EXPLODED FOR CLARITY A R C H I T E C T S 144J K. KVIVNLU KCAUAN DLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4075 www.abdesigngroup.com AA #: 0003325 r �"I'II"II ��ovv000vvv� SUBDIV. 8e LOT: OAKLAND LAKE LOT 70 II[OD�L 1452 �00-00 PROJECT#: 02784.000 TASK* 00070 PAGFE:WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHRECT; STATE OF FLORIDA DAl kE—. 4/13/18 i6AL&: 1/4"=1'-O" EET CUT HOU5EWRAP AT 450 ANGLE MODIFIED "I" CUT IN HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL STEP 1 WINDOW FLASHING INSTALLATION DETAILS FULL WRAP _ t u sca E: KTA (FRAME) WALL FLASHING INSTALLATION DETAIL MASONRY 1 ut� scaLE: N.Ts. TEMPORARILY FOLD SECURE HOUSEWRAf "P UNDER) at FOLD HOUSE IN AT JAM55 SLOPE SILL R EXTF IIo t INSTALL b" 5ELF-ADHERING FLASHING OVER NAILING FLANGE AT JAMBS EXTEND FLASHING MIN I" BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN APPLY OSI 142U (OR EQUAL) SEALANT • WINDOWCCMU JOINT. FLUID APPLIED FLASPINCs (LANCO WHITE -SEAL RG-06$ OR EQUAL). STEP 2 SLOPE SIL J t0 ExTERI ALIGN FLEXIBLE SELF -ADHERING %SWING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL SELF -ADHERING .E FLASHING AS THE 45HING AT THE SILL b' 5ELF-ADHERING OVER VINYL HEAD G (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLASHING 1' MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP STEP 3 STEP 7 APPLY 3is" NOM. CONTINUOUS BEAD OF SEALANT AT JAMBS AND HEAD or APPLY TO BACK OF WINDOW NAILING FLANGE IN LINE W/ PRE -PUNCHED HOLES OR SLOTS. SUPER STRETCH BUTYL FLASHING 8' VERT. END DAMS REQ'D. AT EACH END OF SILL FOLD HOUSEWRAP DOWN 4 TAPE DIAGONAL CUT 4 ACROSS HEAD OF WINDOW MIN STEP 4 STEP 8 INSTALL A SILL DAM OVER THE BUILDING WRAP AT THE BACK OR THE SILL AND THEN INSTALL THE 5ELF-ADHERING STRETCHABLE FLASHING E APPLY SEALANT AT ENDS OF SILL DAM INSTALL WINDOW PLl LEVEL AND SQUARE MANUFACTURERS WRI1 IN5TRUCTI APPLY MEMBRANE FLASHING OVER JOINT INSTALL V WIDE ADHESIVE BACKED FLEXIBLE FLASHING MATERIAL OVER DRIP CAP JOINT (PROTECTO-WRAP 5T-20XL OR APPROVED EQUAL) STEP 5 STEP 9 NOTE: 1. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOU5EWRAP, SEALANTS # 5ELF-ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS 4 WARRANTY REQUIREMENTS. WARNING: SEALANTS AND 5ELF ADHERED FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigiigroup.com AA #: 0003325 1 ��00000e�oe� pE 4) E C I VHDIY. 8e LOT: OAKLAND LAKE LOT 70 MODELZ 1452 MOO-00 02784 000 TASK# 00070 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHrrECT. STATE OF FLORDA 44 1 /13/18 EOALM: 1/4"=1'—O" 1 SHEET