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HomeMy WebLinkAboutRevision - Plans12 PER ELEV R-30 INSULATION 1/2" CLG. GYP_ BD. 8"x8" U-BLOCK TIE -BM. FILLED W/ CONC. do (1) #5 REBAR CON" PRE-ENG'RED PRECAST LINTEL SEE SHEET A 4.0 FOR DETAILS 1x4 P.T. PLOYCEL SEALANT P.T. WOOD BUCK ALUMINUM WINDOW (REFER TO FLOOR PLAN FOR SCHEDULE) MARBLE SILL 1/2" DRYWALL ON 1x2 P.T. FURRING 0 16' D.C. R-4.2 FOIL INSULATION W/ 4 MIL VAPOR BARRIER - WD. BASE - 4" MIN. CONIC. SLAB (2500 PSI) W/ FIBER MESH OVER VAPOR BARRIER OVER CLEAN COMPACTED POISON FILL HURRICANE STRAP EA_ TRUSS - REFER' TO FRMG. PLAN \ CONNECT EA. TRUSS BOTTOM CHORD W/(2) 16d MIN COMMONS TOE -NAILED TO TOP PLATE SIMPSON 'SPH4" AT EACH STUD TO TOP PLATE W/ 12-10d X 1 1/2' AT EA. 1/2' GYP. BD. - PROVIDE R-11 BATT INSULATION AT ALL WALLS ADJACENT TO NON -AIR CONDITIONED ROOMS SIMPSON "SPH4" AT EA. STUD TO SILL PLATE W/ 12-10d X 1 1/2' AT EA. 4" MIN. CONC. SLAB (2500 PSI) W/ FIBER MESH OVER VAPOR BARRIER - OVER CLEAN COMPACTED TERMITE TREATED RH FOOTING PER FOUNDATION F ARCHITECTURAL FIBERGLASS SHINGLES OVER 15# FELT ON 15/32" COX PLYWOOD SHEATHING AND PRE-ENGINEERED WOOD ROOF TRUSSES AT 24" O.C. (SEE ROOF NAILING PATTERN DETAIL) AP 0 EACH TRUSS •s- TO CONNECTOR s •101,04106kIlER ROOF - o _ _j _TOP TO EBLOCK \ 'REFXT. ELEV. M. FASCIA AND DRIP EDGE UNLESS OTHERWISE NOTED ON EXT. ELEV. CONT. ALUM. VENTED SOFFIT WDW_HDR. HT. PER PLANS _ RAISED CEMENTITIOUS TRIM PER ELEV. PER PLANS RAISED CEMENTITIOUS TRIM PER ELEV. PER PLANS CEMENTITIOUS COATING OVER 8x8xi6 CONC. BLOCK -1-#5 VERT BAR TIED INTO #5 BAR DOWEL W/ STD HOOK AND RUNNING INTO LINTEL (LOCATIONS PER FDTN. PLAN) - Y TOP OF SI1�8 FINAL GRADE STUCCO STOP AS REQ'D. PER LOCAL BLDG. DEPT. �CONC. FTG. PER FOUNDATION PLAN 17 TYP. EXT. BLOCK WALL PRE-ENGINEERED TRUSSES INSULATION PER PLAN ® 24" O.C. 1/2' GYP. BD. DBL 2x4 TOP PLATE 2x4 STUD WALL M 16" O.C. W/ MID -WALL BLOCKING (WALLS OVER 10' HT. PROVIDE BLKG AT 4'-0' O.C. MAX.) 2x4 P.T. BOTTOM PLATE W/ 1{2' DIA. EXP. BOLTS W/ 2 WASHER AT 24" O.C. (MAX.) 2 3/4' MIN. EMBEDMENT NOTE: TRUSS TO PLATE ANCHOR, STUD TO TOPOR SILL PLATE ANCHORS, AND BOLTS TO SLA13 NOT REQ'D. AT INTERIOR BEARING WALLS NOTED ON PLANS AS SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT LOADS). INTERIOR BEARING WALL SECTION LINTEL 2x4 STUDS *SPACING II PER PLANS I 1 VERTICAL FILLED CELL I W/ 1-05 BAR I (2) 16d i CONC. BLOCK WALL 0 12" O.C. 1 (2)2x4 P.L W/1/2" DIA_ i COUNTERSUNK BOLTS 1 ®24' O.C. VERT 2 1/4" MIN EMBEDMENT II WITH 2" SQUARE X 1/8' THICK HURRICANE WASHER Ij if L j TOP OF SLAB - I EXTERIOR FRAME WALL TO CONC. BLOCK WALL CONNECTION 3/4" PLYWOOD SHEATHING ---- DECORATIVE CEMENTIMOUS COATING ON LATH - Ak WNDW HDR HT 90 PER PLANS - - ALUMINUM TRANSOM WINDOW -� V61TH FLANGE MOUNT. ATTACH PER WINDOW MANUFACTURER SPECIFICATIONS. 3/4" PLYWOOD SHEATHING (2) 2 X 6 HEADER WITH 1/2' PLYWOOD SPACER OL DOOR HDR HT _ PER PLANS DETAIL AT 90" CORNER TRUSS OR BLKING. PER PLAN 1/2- GYP BOARD HEADER PER PLANS 1 1/2- GYP BOARD DOOR ATTACH PER MANUFACTURERS SPEGFlCATIONS TRANSOM WINDOW / DOOR SECTION (TYP) REINFORCED/FILLED CONC. BLOCK CELL 1/2" DIA L-BOLT�""`� (8" LONG) W/ 2 WASHER AT 32' O.C. MAX. " 2x6 P.T. JAMB DETAIL 2x4 P.T. W/ CONC. -2x6 P.T. FROM BOT. OF lvmtua Al e2 v.�_ MDR. 10 CLG. UNE EQUAL EQUAL x6 •T a 1/2' DIA L-BOLT 2x N (8" LONG) W/ 2' P.- WASHER AT 32' O.C. MAX. rN GARAGE DOOR OPENING • N " ELEVATION GARAGE DOOR DETAIL STRUCTURAL NOTES: 1. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR 3 SEC. BURST PER ASCE 7-10 / 2014 FBC. 2. WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO THE 2014 FLORIDA BUILDING CODE. 3. ALL FLOOR SLABS TO BE OF 2500 PSI CONCRETE PLANT MIX 4" THICK WITH FIBER MESH AND/OR 6 X 6-10/10 W.W.M. W/ MIN. 1" COVER ON 6 MIL POLY VAPOR BARRIER OVER COMPACTED CLEAN FILL 4. FIBER MESH REINFORCEMENT. FIBERS SHALL BE 1/2- TO 3/4" COLLATED POLYPROPYLENE FIBERS. REQUIRED DOSAGE RATE SHALL BE AS SPECIFIED BY THE MANUFACTURER. FIBERS SHALL BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITHIN TIME AS SPECIFIED IN "ASTM C94'. THE FIBERS SHALL COMPLY WITH ASTM DESIGNATION C1116 TYPE 111 4.1.3 AND WITH APPLICABLE BUILDING CODES. CERTIFICATION OF COMPLIANCE SHALL BE MADE AVAILABLE ON REQUEST. STANDARD ACI 302 PROCEDURES FOR PLACING, FINISHING, AND CURING SHALL BE FOLLOWED WHEN USING FIBER MESH CONCRETE. 5. CONCRETE MASONRY UNITS SHALL MEET ASTM C90. 6- MORTAR TO BE TYPE 'M' OR 'S': GROUT TO BE 3000 PSI AT 28 DAYS. FOLLOW GROUT CONFINEMENT PROCEDURES AS DEFINED IN ACI 53-99. f m = 1500 psi 8. REBAR TO BE SIZE #5 GRADE 40, CONT. TOP OF FILL CELLS AND CHANGES OF DIRECTION WITH MINIMUM LAP OF 30". 9. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER ENCLOSED DETAILS. 10_ EPDXY ANCHOR ALTERNATE: THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS. THE FOLLOWING CRITERIA MUST BE MET: ANCHOR SIZE CONC. HOLE SIZE 1/2- 3//4" 3/4" ! d 8" MIN. HOLE DEPTH 7/8' 1 1/8' 6" AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE ROVED PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. L AD ON ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. 11_ MISSING DOWEL PLACEMENT: NEW HOLE SHALL BE DRILLED 7/8' TO 1" WIDE AND 10" DEEP. AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE REMOVED PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. 0 z 3/4" DIA. X 6" DEEP HOLE FOR w #5 BAR SET IN EPDXY ADHESIVE TOP OF BLOCK WALL GROUT SOLID AT TOP OF CELL II II SAWCUT APPROX. 4"W. X 24"H.All OPENING IN WALL 25' MIN. LAP OF REBARS e eTe iN � r r• a ra SAWCUT 1'W. OPENING IN WALL FROM TOP TO BOTTOM FOR FULL HEIGHT REBAR PLACEMENT INTO CELL - FILL SOLID W. CONCRETE SAWCUT APPROX. 4'W X 24'H. II OPENING IN WALL 1 T II O 25" MIN. LAP OF REBARS a � TOP OF SLAB Z m 3/4" DIA. X 6" DEEP HOLE FOR S f5 BAR SET IN EPDXY ADHESIVE ui • �O ADDED REINF. FILLED BLOCK CELL DETAIL NOTES: -DRILLED HOLE TO BE CLEANED PRIOR TO DISPENSING ADHESIVE -EPDXY ADHESIVE TO BE HIGH STRENGTH TYPE -REBAR DOWEL TO BE CLEAN AND OIL FREE WOOD STRUCTURAL NOTES: 1. ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS SHOWN ON DETAILS. DAMAGED WOOD NOT TO BE USED. 2. GROUP It WOOD IS SOUTHERN YELLOW PINE #2. Fb=1200 PSI, E=1,600,000 PSI, M.C.=19x MAX.,TYP. PINE GROUP III WOOD IS DOUGLAS FIR -.LARCH, SOUTHERN YELLOW PINE, HEM -FIR, OR SPRUCE -PINE -FIR. 3. ROOF TRUSSES TO BE SET WITHIN 5" OF STUD LOCATED BELOW. 4. END JOINTS IN STRUCTURAL DOUBLE TOP PLATE SHALL BE OFFSET AT LEAST 4'. STRUCTURAL DOUBLE PLATES TO BE NAILED AT 6' O.C. MAX. 5. EXT. SHEATHING ON WALLS TO BE MIN. 15/32" COX PLYWOOD. WALL NAIL PATTERN TO BE 6" O.C. W/ 10d NAILS UNLESS OTHERWISE RIOTED. 6. ALL STRUCTURAL LUMBER (EXCLUDING PREENG. WD. TRUSSES) TO BE #2 OR BETTER GROUP 11, UNLESS OTHERWISE NOTED. 7. STRUCTURAL HEADER SIZES SHOWN ON ROOF FRAMING PLAN ARE TO BE #2 OR BETTER, SPECIES GROUP i4 8. MAX. 1" HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS. 9. STUDS TO BE DOUBLED AT EACH END OF SHEARWALL AS PER DRAWINGS. 10. WHEN ANCHORING (2) WOOD ITEMS TOGETHER, THE LENGTH OF HURRICANE STRAP MUST BE EQUALLY HALF ON EA. ITEM. 11. NAIL PATTERNS: -DOUBLE PLATE AT 12" O_C. OUTSIDE THE SPLICE ZONE (SEE NOTE #4). -DOUBLE STUD NAIL PATTERN AT 12" O.C. -DOUBLE HEADER NAIL PATTERN AT 6" O.C. AT EA. EDGE, 12" O.C. INTERNALLY. -HEADER TO STUD- 4" O.C. EA. HEADER MEMBER -STUD TO TOP OR BOTTOM PLATE- (2)16d END NAILED OR (2)16d TOE NAILED EA. SIDE -ALL INTERIOR HEADERS TO BE (2) 2x NTH 1/2" FLITCH GLUED AND NAILED WITH 16d AT 8" O.C. STAGGERED. 12. ROOF SHEATHING TO BE MIN. 15/32' COX PLWOOD NAILED PER ROOF NAILING PATTERN DIAGRAM. 13. ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN AND/OR MANUALY. 14. TRUSS BRACING PER TRUSS MFG. DRAWINGS. 15. AT ALL INTERIOR WALLS THAT ARE NOT LOAD BEARING, METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS. 16. ANCHOR BOLTS 8" LONG x 1/2" DIA. WITH A 2" SQUARE X 1/8" THICK HURRICANE WASHER EMBEDDED 5" UNLESS NOTED OTHERWISE. 17. ALL EXTERIOR CEILING MATERIAL TO BE 1/2- MIN. EXTERIOR GRADE GYP. BOARD OR 1/2" MIN, SOFFIT BOARD UNLESS NOTED ALL PLANS. DETAILS, AND NOTES ON THESE DRAWING ARE PROPRIETARY AND CANNOT BE USED, TRANSFERED, OR OTHERWISE REPRODUCED WITHOUT THE APPROVAL OF RENAR HOMES OROOF EDGE Q ----------------- SiA `A I I S I ROOF I v EDGE I RIDGE 4. ---- � IO I 2 2 %1 I 0 OZONE 1-USE Bd RING SHANK NAILS 0 6" O.C. O ZONE 2-USE 8d RING SHANK NAILS O ZONE 3-USE 8D RING SHANK NAILS ® 6" O.C. ® 4' O.C_ NAILING PATTERN FOR ROOF ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY. to CD CV wrn� Z ce) n " g W Q w ULn x Ill a00�U dw(ODD ro W ifN Z Q (o 0 wm�V zz ti �ww t+> U) Z {` Z O w S d w J w H PRC?JECT NO. 15-015-012 DATE DRAWN 5-4-17 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 120 SQFT ENTRY 38 SQFT TOTAL 2308 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15.364.4 CURIr FFFT I SHEET E• �vll I fA �� "•�. M� IA 5 Y.k I YJ , illy opy INSTALL SIMPSON HTSM16 W/ (8) 10d NAILS TO TRUSS ATTACH STRAP TO LINTEL W/ (4) 1/4' x 2-1/4' TAPCONS PRE—ENGINEERED ROOF TRUSS CONCRETE UNTEL— BLOCK FILL WITH CONCRETE SEE PLANS FOR SIZE AND LOCATION ALTERNATE TRUSS ANCHOR DETAIL N.T.S. O. NAILS SAN _ PROVIDE 2X4 BLKG ® 16" O.C. BEHIND GABLE END TRUSS P.T. 2X4 LEDGER 8D. W/ 1/4" DIA. TAPCONS (2-3/4" MIN. EMBEDMENT) SPACED 16" O.C- ROOF AT SLIDING GLASS DOOR DETAIL-1 STORY CEMENTITIOUS COATING ON LATH OVER 2 LAYERS 15# FELT OVER 15/32" COX PLYWOOD OVER GABLE END TRUSS GALV. METAL FLASHING 2X4•S 0 16" O.C. FIBERGLASS SHINGLES OVER 15# FELT ON 7/16" OSB (3) 10d NAILS TOP OF BLOCK — PER PLAN �- 2X FASCIA W/ DRIP EDGE 2X4•S 0 16" D.C. 1 /2" EXT. GYP. BD. SIMPSON LU24 ® EACH JOIST/ LEDGER BD. CONN. LINTEL BLOCK TOP COURSE FILLED W/ GONC_ & 1—#5 BAR z z F Q F = J yeIL zwgr TOP OF LOWER < x a BLOCK WALL #5 BAR DOWEL W/ STD. 90- HOOK TOP OF HIGHER BLOCK WALL 2x8 RIDGE BOARD 2x6 RAFTERS AT 24" D.C. MAX — TOE —NAIL TO RIDGE BD. W/ (2) 10d NAILS — 2x4 VERT STUDS ® 4•-0" O.C. (PLACE ABOVE TRUSS BELOW PRE-ENGVED SEE TRUSSES NOTE #4 NOTES 5EE RDOF SHEATHING SIMPSON STRONG -TIE H2.5' AT EA. END OF 2x4 VERT. STUD 1. HURRICANE CONNECTORS REQ D NOTE #4 AT 8'-0- O.C. ZZ ROOF 2. PROVIDE "H2.5" AT EACH RAFTER END SHEATHING 3. PROVIDE 2xB RIDGE OOARD WHEN APPLICABLE 4_ PROVIDE 2x4 VALLEY BLOCKING BTMIN_ TRUSSES / \ AT LOCATIONS WHERE VALLEY FRAMING DOES NOT BEAR ABOVE TRUSS HAND FRAMED VALLEY DETAIL THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER HORIZONTAL SPAN IS GREATER THAN 8•—O" #5 BAR DOWEL W/ STD. 90' HOOK CONC. BLOCK WALL BLOCK WALL HEIGHT TRANSITION DETAIL VERTICAL FILLED CELL W/ 1—#5 BAR PLYVDDD SHEATHING OVER W1101) TRUSSES CEMENTITBIUS FINISH ON METAL LATH BOND BREAK (2) LAYERS 15# FELT MEMBRANE BRIDGE FLASHING FLASHING / CONTROL JOINT STUCCO FINISH ON BLOCK FLASHING DETAIL AT R❑OF FRAMING ON MASONRY EXPANSN STRIP & 0 JAMB HEAD LC (ONLY) SPECIFICATIONS GLASS BLOCK UNITS: 8" X 8" X 4" (NOMINAL SIZE) MORTAR: TYPE 'S' PER ASTM C 270. REINFORCEMENT: LADDER TYPE, 9-GAUGE, 2" WOE WITH BUTT --YIELDED CROSS WIRES AT 16' O.C., HOTT DIPPED GALVANIZED. MORTAR JOINTS 1/4" TO 3/8' (TYPICAL) 8'X8'X4" (NOMINAL SIZE) GLASS BLOCK UNITS PANEL ANCHORS & REINFORCEMENT EVERY OTHER COURSE OR 16' O.C. WHICHEVER IS LESS ASPHALT EMULSION THIN MORTAR 0 SILL LOCATION PANEL ANCHORS: 20 GAUGE PERFORATED STRIPS, 24" X 1 3/4", HOT —DIPPED GALVANIZED, AT BOTH JAMS AND HEAD LOCATIONS ANCHORED WITH #10 X 1 1/4" L014G PANHEAD SCREWS WITH #10 WASHERS (2 PER PANEL ANCHOR) OR (1)3/1V X 1 1/4" HILTI KWIK BOLT 11. EXPANSION MATERIAL 3/8" THICK POLYETHYLENE TYPE. SEALANT: SILICONE TYPE co GLASS BLOCK INSTALLATION USE SIX GALVANIZED 11 OR 12 GAUGE ROOFING NAILS WITH HEADS AT LEAST 3/8" IN DIAMETER. ALL NAILS MUST BE DRIVEN FLUSH WITH THE SHINGLE SURFACE AND PENETRATE THROUGH THE WOOD DECK BY AT LEAST 1/8" PLACE NAILS 6-1/8" FROM BOTTOM EDGE OF EACH SHINGLE AND 1" FROM EACH END. USE 6 NAILS PER SHINGLE ALL NAILS TO BE PLACED ON 6-1/8" NAIL UNE SHINGLE SIDE VIEW SHINGLE NAILING DETAIL HIGH WIND OR STEEP SLOPE N.T.S. PLAN REVIEW REVISIONS MASTER PLAN REVISION 5-16-17 Lo n � v 1 ''mot �•"� Q3 CVD Lo rn N CD W�cq Z ry Zcz M<` a LL C3 x �z .IOO[D LL a- LL�Lo O ` LU = ti T Z a 0) FLm cti U Z Z r r W W r�U)Z j Z 0 w= -' CL LU J W PROJECT NO. 15-015-012 DATE DRAWN 5-4-17 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SOFT GARAGE 387 SOFT LANAI 120 SOFT ENTRY 38 SOFT TOTAL 2308 SOFT CUBIC VOLUME OF CONDITIONED SPACE = 15.364.4 CUBIC FEET SHEET A 6ml CORN \ TA�PEHING /���_ CORNER FLASHING TAPE FLASHING TAPE SIDE FLAS TAPE FIN CORNER WINDOW TOP NAILING WINDOW B( SILL FLA SIL 1. CUT THE WATER RESTIVE BARRIER (1C) IrwATER RESISTIVE BARRIERit I 1-iST CUT I T---�� 1 1 I I 1 1�4TH CUT, I 1 p l I MAKE A 6" CUT UP 1 ICU II I FROM EACH TOP I +I CORNER AT A 450 I I I ANCLE TO ALLOW THE I 45p I I WATER BARRIER TO I , TYP I I BE LAPPED OVER THE I I FIN AT THE HEAD OF I I `2ND_,>'`I 1 THE WINDOW. IOW �T y I L- - - - - - - - - - - - - - 2. FOLD THE WATER RESISTIVE BARRIER (1D). FOLD SIDE AND BOTTOM FLAPS INTO THE OPENING AND STAPLE TO INSIDE WALL FOLD TOP FLAP UP AND TEMPORARILY FASTEN 3. APPLY SILL FLASHING TAPE #1. CUT A PIECE OF FLASHING TAPE 12' LONGER THAN THE OPENING WIDTH. APPLY AT THE BOTTOM OF THE OPENING AS SHOWN (1E) SO IT OVERHANGS 1" TO THE EXTERIOR. NOTE- THE TAPE IS CUT 12" LONGER THAN THE WIDTH SO THAT IT WILL EXTEND 6" UP EACH SIDE OF THE OPENING. 4. TAB THE SILL FLASHING TAPE AND FOLD. CUT 1" WIDE TABS AT EACH CORNER (V FROM EACH SIDE OF CORNER) (1F) FOLD TAPE TO THE EXTERIOR AND PRESS FIRMLY TO ADHERE IT TO THE WATER RESISTIVE BARRIER. 5. APPLY SILL FLASHING TAPE #2. CUT A PIECE OF FLASHING TAPE 12" LONGER THAN THE OPENING WIDTH. APPLY AT THE BOTTOM, OVERLAPPING TAPE /1 8Y AT LEAST 1'. DO NOT ALLOW THE TAPE TO EXTEND PAST THE INTERIOR FACE OF THE FRAMING (1G). NOTE: THE FLASHING MAY NOT FULL COVER THE FRAMING MEMBERS. 1. APPLY SIDE FLASHING TAPE. CUT TWO PIECES OF FLASHING TAPE 4' LONGER THAN THE FRAME HEIGHT OF THE WINDOW. APPLY ONE PIECE TO EA04 SIDE OVER THE NAILING FIN AND ONTO THE WATER RESTIVE BARRIER. THE TAPE SHOULD EXTEND 2' ABOVE THE TOP OF THE WINDOW AND 2' BELOW THE BOTTOM OF THE WINDOW. PRESS THE TAPE DOWN FIRMLY. I .�riEYua _ 2. APPLY TOP FLASHING TAPE. CUT A PIECE OF FLASHING TAPE LONG ENOUGH TO GO ACROSS THE TOP OF THE WINDOW AND EXTEND AT LEAST 1" PAST THE SIDE FLASHING TAPE ON BOTH SIDES. APPLY THE TAPE OVER THE TOP NAILING FIN AS SHOWN. NOT' DO NOT TAPE OR SEAL THE BOTTOM NAILING FIN_ 3. FOLD DOWN TOP FLAP OF WATER RESISTIVE BARRIER (3C) 4. APPLY FLASHING TAPE TO DIAGONAL CUTS. CUT PIECES OF FLASHING TAPE AT LEAST 1" LONGER THAN THE DIAGONAL CUTS IN THE WATER RESISTIVE BARRIER. APPLY THE TAPE COVERING THE ENTIRE DIAGONAL CUT IN THE WATER RESISTIVE BARRIER AT BOTH UPPER CORNERS OF THE WINDOW. NOTE BE SURE TO OVERLAP THE TOP CORNERS (3D) r------ EXTERIOR 1 I 1 I I I I I , I , 1 O I I , I , I 1 I I I I I 1 I TOE NAIL (2) 16d EACH SIDE 2x4 TRUSS TOP CHORD BLKG. O 48' 0_C. PRE-UHG. TRUSSES AT 24" O.C. 2x4 TRUSS BOTTOM CHORD BLKG. AT 4'-0' O.C. REFER TO FRMG. PLAN (2) 16d COMMONS TOE NAILED EA. SIDE 2x4 45' CROSS BRACING AT 4'-0" O.C. W/(2)16d NAILS AT EA. TRUSS WEB MEMBER NAIL 2 X 4 BLKG TO 2 X 6 BLKG WITH 10d O 8" O.C. NAIL 2 X 6 BLKG TO DBL TOP PLATE WITH 10d O 8' O.C. SIMPSON 'MSTAM24' AT 32' O.C. W/ 5-1/4' X 2 1/4" TAPCONS IN MASONRY & 9-10d X 1 1/2' IN 2X6 STUD 8xB U-BLOCK TIE -BM. FILLED W/ CONIC. & (1) fi5 BAR CONT. VERT. #5 BAR AT EA. REINF. FILLED C EI I PER FDN_ PLAN GABLE END SECTION © VAULT NUIt: * HOLD FACE OF GABLE END TRUSS IN 3/4" BEYOND BLK. FOR caKNnTms FINISH SHEATHING PER PLAN 2x4 BLKG. O 48" O.C. -(2) 16d COMMON NAILS AT EA. 2X4 LADDER FRAMING - GABLE END TRUSS 15/32' PLYWOOD SHEATHING OVER GABLE END TRUSS FASTEN WITH 8d O 6' O.C. NAIL EACH TRUSS BOTTOM CHORD MEMBER TO 2 X 4 BLKC WITH (2) 10d 2 X 8 O 16" O.C. KNEE WALL WITH SIMPSON SPH8 AT EACH STUD SIMPSON HETA20 O 32" O.C. EXPANSION JOINT AT CEMENTTIOUS FINISH 2x6 P.T. PLATE CONT. W/ 5/8DIA ANCHOR BOLTS O 32" O.C. OR W/1/2' DIA. ANCHOR BOLTS O 24" 0_C. ROOF SHEATHING 2x4 BLKG. O 48" O.C. — (2) 16d COMMON NAILS AT EA. 2X4 LADDER FRAMING GABLE END TRUSS AIR -INFILTRATION BARRIER OVER EXT. SHEATHING (SEE EXT. ELEV. FOR FINISH MAT'L) — TRUSS SETBACK PER FRMG. PLAN NAIL (2) 16d EACH SIDE 2x4 BLKG. O 48' O.C. PRE-ENG. TRUSSES O 24" O.C. 2x4 45' CROSS BRACING AT TRUSS MID -PT. AND AT 8'-0- CLC. (MAX.) ROOF 12 SHEATHING PER ELEV. HURRICANE STRAP O EACH TRUSS PER FRMG. PLAN — 8x8 U-BLOCK TIE -BEAM FILLED W/ CONC. & (1) f7 BAR CONT. VERT. j5 BAR AT EA RUNF. FILLED CELL PER FDTN. PLAN GABLE END SECTION @ HIP ROOF Y—Y TOE NAIL (2) 16d EACH SIDE 2x4 TRUSS TOP CHORD BLKG. 2 48' D.C. PRE-ENG. TRUSSES AT 24' D.G. — 2X4 45' CROSS BRACING W/(2)16d NAILS AT EA. TRUSS WEB MEMBER 2x4 45' CROSS BRACING SCHEDULE SPAN BRACING REG'A GREATER THAN 20 FT. SPACED 4'-0' D.C. 10 FT. TO 20 FT. (3) PAIRS AT 114 LESS THAN 10 FT. POINTS (1) PAIR AT MIDPOINT 2x4 TRUSS BOTTOM CHORD BLKG. AT 4'-0' D.C. REFER TD FRNG. PLAN — <2) 16d COMMONS TOE NAILED EA SIDE - 8x8 U-BLOCK TIE -BM. FILLED W/ CONC. & (1) #5 BAR COOT. VERT. #5 BAR AT EA. REINF. FILLED CELL PER FDN. PLAN —� GABLE END SECTION X—X 2x4 TRUSS BOTTOM CHORD BLKG. AT 4-0' O.C. REFER TO FRAMING PLAN (2) 16d COMMONS TOE NAILED EA. SIDE 15/32' CDX PLYWOOD SHEATHING 2x4 ELK& 14 48' D.C. �(2) 16d COMMON NAILS AT EA. 2X4 LADDER FRAMING 2X4 STRONGBACK IF GABLE TRUSS IS �— TALLER THAN 8'-0' GABLE END TRUSS SET 3/4' �c FROM FACE OF CONC. BLOCK I 15/32' SHEATHING OVER GABLE END TRUSS FASTEN WITH 8d NAILS AT 6' O.C. i 2X4 'T' OR 'L' STRIINGBACK AT GABLE VERTICAL LONGER THAN 48' - CONNECT WITH 12d NAILS AT 12' D.C. SIMPS13N HETA20 AT EACH TRUSS VERT WEB MEMBER (24' O.C. MAX) 16d COMMON I NAILS AT 6' D.C. TO 2x6 P.T. PLATE CEMENTITIOUS FINISH OVER FRAME CDNSTRUCTIDTN APPLIED 2 LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL OR 1 LAYER OVER AN APPROVED FUSE WRAP. EXPANSION .BUNT ATCgEMMENTITIOUS b IP PLATE COOT. W/ 1/2'x 8' ANCHOR BOLTS 2 32' D.C. CI• r ` 0) 1174, �llzz� q C q �o co o N WW 0.' Q co CA n CV M W Loco Z � � Q I` O a_I C)C) LL iL 00 W = 04 o U zQ�� Wm�U Z Z n W W cr) (n Z 1�ZO W = W W H PROJECT NO. 15-015-012 DATE DRAWN 5-4-17 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 120 SQFT ENTRY ;38SQFTTOTAL 2SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15.364.4 CUBIC FEET SHEET A 6m2 File Ccpy OPEN TO FAMILY RM. BEYOND BAR TOP- F•'mlff-1 KITCHEN FAMILY RM. BEYOND FILLER NOTES. W3° 24 W3 42 ° W2 42 ° ° ° ° HOOD 0 0 o ❑ o 0 B15 8 4 FILLER RNG KIT. AT RNG. 1- BATHROOM TOWEL BARS AT 54" A.F.F. 2. BOTTOM OF MEDICINE CABINETS AT 54" A.F.F. 3. TOP OF BATHROOM SHOWER TILE AT 7'-0" A.F.F. 4. SHOWER HEADS AT 6'—B" A.F.F. 30" I I _F RAD. 0� El OPEN oo 0 TO HALL c° o O HALL ARCH BREAKFAST ROOM a r-WALL MTD. LT. FILLER BATH IN TILE KIT. AT SINK /DW/REF RAISI BARI WALL M TD. LT. MIRROR I,/ FILLER LAV LAV J o 0 o o Q co w o w I z� Z r7 Q O Y >l VB60 M. BATH VANITY GREAT RM. WALL ELEVATION cn WOOD TRIM 12" 3/4A MICA TOP ON SHIM SCREWED TO SECURE -1 X 4 TOP PLATE NOTE: NO REVEAL BETWEEN BACKSPLASH AND TOP 2x4 STUDS AT 16" O.C. 1 /2" DRYWALL KITCHEN BASE CABINET -7 BARTOP DETAIL U) T 0] � N Z � N Z � w W < cz w s 0 T w u- w 53, O LL au.�o W= N N U Z Q � 0 Wm�U ZZti r W W co [n Z �ZO w= �a w w f- PROJECT NO. 15-015-012 DATE DRAWN 5-4-17 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 120 SQFT ENTRY 38 SQFT TOTAL 2308 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15,364.4 CUBIC FEET SHEET A 7mO File COPY 2(CIC� NOTE: ALL DUCTWORK PENETRATING AGE CEILING SHALL BE R-6 GLASS DUCT WORK. R VENT I WALL AC-1 EQUIPMENT SCHEDULE. MFG. CARRIER 3 TON C.U. CH14NBO360OG A.H.U. FB4CNF042 HEAT 05 KW COOLING CAP. 35,600 HEAT CAP. 34,000 ELECT. 208-230-1 BRKR. CU — 35 AHU — b0 REF. LINES 3/4 & 3/8 S.E.E.R. 14.00 HSPF 8.5 RETURN GRfLLE SUPPLY DUCT A.H.U. DRYWALL STAND AIR HANDLER DETAIL H VAC PLAN 1 /4" = 1'-0" ItK I I P �F r` REFRMEwff Guw comwl-ai ROWARMW UW LW AIR COOLED CONDENSING UNIT SLAB MOUNTED NZ& �Q rn w co W Q4 Q C co �+ C� N o O Qq "ti Q) �a 0co 0 � N w 01) z co w Q F < Q x s u- � w Z a 1C)`� w a w m o Q=Cus wz<mo w m U z z ww �coz ^,�z0 c w= -' a w J w 1— PROJECT NO. 15-015-012 DATE DRAWN 5-4-17 DRAWN BY MCA CAYMAN 1763 B3 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 120 SQFT ENTRY 38 SQFT TOTAL 2308 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 15.364.4 CUBIC FEET SHEET File COPY �I r yak; _� 1 .r •, ' �h�tv � �'.� Vj . ,i yap '• �� � �,