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HomeMy WebLinkAboutBuilding Plans€Nst ipamidW atea v0.tN71tkPe-i edeperivarar=0M7ads. a s-e[a'tFamaxe�aadelvntit�tmaaNm verotFn.z(a%memre�>�;,���,3zbea�[m� Lmn 45TFAG34,C55,C6?,C7S,C%I;C129,CS45,G2i5m C652. b. Reserved. G Tieaaaiea [ per Fagrea R30i-'O) S %Wy heavy- d. 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Reserved. k Reserved ROTE:._ REQUIREMENTS. # s 1 AND MEETS THE FLAME SPREAD INDEX OF NOT MORE THAN 200 AND COMPLIES WITH THE REQUIREMENTS OF SECTION R3102.9.2 AND MEETS THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN (j ATiiC VEIM ATPON CALCULA7lfAtk VENTILATION REQUIRED: ATTIC AREA = 1.289.3 S0. FT. VENTILATION AREA REWBRED +- 1.289-3 SO. FT. / 150 (F.ELC_ RW6.2) = 8.59 SO FT. PARAMETERS: LINEAR FEET OF 16" WADE SOFnT - 197.0' SQUARE. FOOTAGE OF SOFFIT - 197.0' X 1.3S - 262.0. SQ. FT.. NET FREE AREA OF W€NU ATM FOR ACM TR9PLE 4 OR QUAD 4 FULL VENT NARROW PATTERN SOFFIT = 11.74 SQ. IN. / SQ FT. VENTILATION PROVIDED: SOFFIT VENTILATION PROVIDED _. 2620 SO. FT. X 11.74 SQ. IN. / So. FT. X I SQ. FT. / 144 So. K " 21,36 SQ. FT. CONCLUSION, VENTILATION PROVIDED = 21.36 SO. FT. > VENTIATM REQUIRED - &59 SQ- FT, THEREFORE SOMT VENTILATION IS ADEQUATE PRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT: BUILDING ADDRESS: 9315 TREASURE COAST STREET, FT. PIERCE, FL, 34945 CONTRACTOR: GLENN DAVIS CBC1261228 OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: OPENING ID � PRODUCT MODEL # MANUFACTURER GLASS ATTACHMENT METHOD PRODUCT APPROVAL DESIGN PRESSURES HEAD: 114" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. JAMBS:�� 3068 EXTERIOR SWING DOOR FIBER -CLASSIC THERMA-TRU 13/16" TEMPERED 1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS,14" O.C. MAX. SILL: 1/4" DIA. X 2-114" FL15225.5 67.0 PSF (MIN) SMOOTH STAR TAPCONS SPACED 3" FROM CORNERS, 3" & W FROM MULLION. � STEEL TRACK BRACKET TO WOOD: 5/16" X 1-5/8" LAG SCREW (FULLY THREADED) HEX - 16070 OVHD OVERHEAD DOOR MODEL 9100 WAYNE DALTON e< » WASHER HEAD ONE PER BRACKET- (5) BRACKETS TOTAL PER VERTICAL STEEL TRACK FL9174.6 +39.2 -43.7 PSF j ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-114" FAIN. EMBEDMENT) I 80,68 S.G.D. ? SLIDING GLASS DOOR SERIES 420 MI WINDOWS AND DOORS 3/16" TEMPERED HEAD: SPACED 6" FROM CORNERS,17" O.C. MAX. JAMBS: SPACED 6" FROM CORNERS,17" FL15332.6 +/- 40.0 PSF (MIN) 4 O.C. MAX. SILL: SPACED 6" FROM CORNERS, 17" O.C. MAX. I - ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-114" MIN. EMBEDMENT) > WINDOW i WINDOW SH 185 MI WINDOWS AND DOORS 118" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.30 PSF (MIN) ALL ANCHORS ARE 3116" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) --- > WINDOW SH 185 � MI WINDOWS AND DOORS 118" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. � FL17499.2 +/- 60.0 PSF (MIN) ALL ANCHORS ARE 3.16" DIA. TAPCONS (1-1/,V MIN. EMBEDMENT) j WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. � FL17499.2 +/- 60.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) I WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. � FL17499:2 +/- 60.0 PSF (MIN) ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1i4" MIN. EMBEDMENT) I ? WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD. 16" O.C. MAX., JAMBS. 16" O.C. MAX. 1 FL17499.2 +!1- 60.0 PSF (MIN) ALLANCHORS ARE 3/16" DIA. TAPCONS (1-1/4- MIN. EMBEDMENT) L€ f WINDOW SH 185 MI WINDOWS AND DOORS ! 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS:16" O.C. MAX. FL17499.2 i 1 +1- 60.II PSF (MIN) ALL ANCHORS ARE 3116" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) CF ( WINDOW == SH 185 � MI WINDOWS AND DOORS � 1/8" ANNEALED ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C> MAX. � FL17499.2 +/- %O PSF (MIN) ASPHALT SHINGLES CAMBRIDGE AR TAM14O BUILDING GALV. ROOFING NAILS, 11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO ` PENETRATE THROUGH PLYWOOD. USE 4 FAILS PER SHINGLE PLACED 6-1,18" ABOVE BUTT FL111355.1 v. «» ( - - - - PRODUCTS, INC. EDGE, APPROX. 1"& 13" FROM EACH END & I7f ABOVE EACH CUTOUT. I PROVIDE T-NAILS AT 12" O.C. IN F-CHANNEL SLOT ON MASONRY, PROVIDE TRIM -- �^-- EXTERIOR SOFFIT ALUMINUM SOFFIT - FMERICAN CONSTRUCTION MATERIALS -- >> ATTACHED THROUGH FASCIA AT 16" O.C. FL12019 s ! - _ +. 50.t PSF (MIN) ! HURRICANE SHUTTERS "SAFETY EDGE" -- TOWN & COUNTRY f «» METHOD OF ATTACHMEN r_ DIRECT MOUNT i ALL ANCHORS ARE llV DIA. TAPCONS (1-114" MIDI. EMBEDMENT) I FL 12856.2 - +1-54.0 PSF (MIN) STORM PANELS INDUSTRIES, INC. 33 PSF: 16" O.C. SPANS UP TO 5, 9.9" SPANS UP TO 9%2", 38 PSF: 15.8" O.C. SPANS TIP TO 5% 8.6" SP^ANS UP TO 9'-2", 47 PSF. 12.7" O.C. SPANS UP TO 5', 7" SPANS UP TO 9'-2". 54 PSF. 11. V5 O.C. SPANS UP TO s' 6.1" SPANS UP TO 9'-2" I have reviewed the above product approval inlormationn // and approved It. Certif#calion t4umt .,_A-P-0 0 L7.70t f.._.- Date: �lz�/l_? cNll##112Ft�� 1*1k1_t1[#�il*`] WALL SECTIONS / NOTES LIMA Alm *1;INIIIf"'MVLeil�� Eta■f•[4 i��4�".r�>•E`l,:i�7 #111111191 A&M01*141 PIHI►II��I lot- rke7i- 143I41i&9 AREA OF e-ENING DESIGN PRESSURE # to 19.9 t .. SF t TO. 44.0 -F 1 e i PSF r TO 99.9 100 TO 499.9 0¢ AND ABOVE USING END ZONE COEFFICIENTS A. OF OPENINGS ! . FT.) DESIGN PRESSURE • i to ;• 46.1PSF I_61.7 PSF 90 TO . -. i )..f 501.099.9 41.2 a- t SF 500 AND ABOVEPSF NOMINAL DESIGN WIND SPEED: 124 MPH BUILDING CATEGORY: If IN°I ERNAL PRESSURE COEFFICIENT: +/- 0.18 : f ill-41111141fill � OVERHANG:1.33 FT X OPEN ROOF PITCH: 15 12 r e i 3.. a# i# PSF (TILE) IMPACTSHUTTERS: YES X NO NO >li l F r 6'n71IGN> D iE. !',,W,E OF 'HE, FOLLOWING:` u71ECTh 2,111 • , +« • 1i'7c 4 AU ?Rnt 0gFD WOa'C R .c).irl(:!iir r4l n I.:,)R'R' fQ,I(t TIiAf MACkfr r (its F1i111F1'I'4) , ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH F BC ENERGY CODE MUST REMAIN oN ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED RE ".&IG ? CYD Cj �© ( p { yT I LO to rn r (0 s UJ� X �plp Q LL co Cq 3 {{� j o 4( O�� d/ L- 0", }0}ry y y Uj Cal �il.)Z^ 0 $� M EL LU 4 L1 I - PROJECT NO. 15-015-025 DATE DRAWN 5-5-17 DRAWN BY MCA WILSHIRE 1800 B2 LIVING 1800 SQFT GARAGE 384 SQFT LANAI 144 SQFT ENTRY 23 SQFT TOTAL 2351 SQFT CIISIC VOLUME OF CONDITIONED SPACE = I 14,217.7 CUBIC FEET SHEET `T Ot't ':pl� 4NAT kt`r' - NO .��.�. _ .. - I i�""' y✓lE w,%era #�. �z TABLE R301.2(l) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW WIND DESIGN SEISMIC DESIGN SUBJECT TO DAMAGE FROM WINTER DESIGN- ICE BARRIER UNDERLAYMENT FLOOD HAZARDS° AIR FREEZING MEAN ANNUAL Speed a Topask Weathering' Frost line a Temtite` LOAD (mph) effects (NA) NA) CATEGORY' depth TEMP` REQUIREDh INDEX' TEMPI N/A See Fig. R301.2(4) N/A Negligible N/A Very N/A N/A N/A Heavy For SI: 1 pound per square foot = 0 0479 kPa, 1 mile per hour= 0.447 m/s. a. Weathering is "neglible" for concrete airdetertnined from the Weathering Probability Map [Figure R301:2(3)]. The grade of masonry units shall be determined from ASTM C 34, C 55, C 62, C 73, C 90, C 129, C 145, C 216 or C 652. b. Reserved. c Termite infestation per Figure R301.2(6) is "very heavy" d. Wind speed shall be from the basic wind speed map [Figure R301.2(4)1. Wind exposure category shall be determined on a site_spec'ific basis in accordance with Section R301.2.1.4. e. The outdooe design dry-bulb temperature shall be selected from the columns of 971/2-percent values for winter from Appendix 0 of the Florida Building Code, Plumbing. Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official. f. Reserved. g. The applicable governing body shall, by local floodplam floodplain management ordinance, specify (a) the date of the jurisdiction's entry into the National Flood Insurance Program (date of adoption of the first code or ordinance for management of flood hazard areas), (b) the date(s) of the Flood Insurance Study and (c) the panel numbers and dates of all currently effective FIRM and FBFM, or other flood hazard map adopted by the authority having jurisdiction, as amended. h. Reserved. 1. Reserved. I. Reserved. k. Reserved. NOTE: THE CELLULOSE INSULATION TO BE USED COMPLIES WITH THE REQUIREMENTS OF SECTION R302.10 AND MEETS THE FLAME SPREAD INDEX OF NOT MORE THAN 25 AND THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. NOTE: THE WALL AND CEILING FINISHES COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.1 AND MEETS THE FLAME SPREAD INDEX OF NOT MORE THAN 200 AND COMPLIES WITH THE REQUIREMENTS OF SECTION R302.9.2 AND MEETS THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. ATTIC VENTILATION CALCULATION: VENTILATION REQUIRED: ATTIC AREA = 1.289.3 SQ. FT. VENTILATION AREA REWIRED = 1,289.3 SQ. FT. / 150 (F.B.C. R806.2) = 8.59 SQ. FT. PARAMETERS: _ LINEAR FEET OF 16" WIDE SOFFIT = 197.0' SQUARE. FOOTAGE OF SOFFIT = 197.0' X 1.33' = 262.0 SQ.. FT.. NET FREE AREA OF VENTILATION FOR ACM TRIPLE 4 OR QUAD 4 FULL VENT NARROW PATTERN SOFFIT = 11.74 SQ. IN. / SQ. FT. VENTILATION PROVIDED: SOFFIT VENTILATION PROVIDED = 262.0 SQ. FT. X 11.74 SO. IN. / SQ. FT..X 1 SQ. FT. / 144 SQ. IN. = 21.36 SQ. FT. CONCLUSION: VENTILATION PROVIDED = 21.36 SQ. FT. > VENTILATION REQUIRED = 8.59 SQ. FT., THEREFORE SOFFIT VENTILATION IS ADEQUATE PRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT: BUILDING ADDRESS: 9315 TREASURE COAST STREET, FT. PIERCE, FL, 34945 CONTRACTOR: GLENN DAVIS CBC1261228 OPENING SCHEDULE SWING DOORS, OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS, & SKYLIGHTS: OPENING ID PRODUCT MODEL # MANUFACTURER GLASS ATTACHMENT METHOD PRODUCT APPROVAL DESIGN PRESSURES 3068 EXTERIOR SWING DOOR FIBER -CLASSIC SMOOTH STAR THERMA-TRU 3/16" TEMPERED HEAD: 1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. JAMBS: 1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 14" O.C. MAX. SILL: 1/4" DIA. X 2-1/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. FL15225.5 +/- 67.0 PSF (MIN) 16070 OVHD OVERHEAD DOOR MODEL 9100 WAYNE DALTON «» STEEL TRACK BRACKET TO WOOD: 5/16" X 1-5/8" LAG SCREW (FULLY THREADED) HEX WASHER HEAD ONE PER BRACKET- (5) BRACKETS TOTAL PER VERTICAL STEEL TRACK FL9174.6 +39.2 -43.7 PSF 8068 S.G.D. SLIDING GLASS DOOR SERIES 420 MI WINDOWS AND DOORS 3/16" TEMPERED ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) HEAD: SPACED 6" FROM CORNERS, 17" O.C. MAX. JAMBS: SPACED 6" FROM CORNERS, 17"' Q.C. MAX. SILL:SPACED 6 FROM CORNERS, 17 O.C. MAX. FL15332.6 +/- 40.0 PSF (MIN) AA WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) O WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) 0 WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) WINDOW SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) ANCHORS 2" FROM CORNERS, HEAD: 16" O.C. MAX., JAMBS: 16" O.C. MAX. FL17499.2 +/- 60.0 PSF (MIN) ASPHALT SHINGLES CAMBRIDGE AR TAMKO BUILDING PRODUCTS, INC. «>> GALV. ROOFING NAILS, 11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-1/8" ABOVE BUTT EDGE, APPROX. 1" & 13" FROM EACH END & 1/2" ABOVE EACH CUTOUT. FL18355.1 EXTERIOR SOFFIT ALUMINUM SOFFIT AMERICAN CONSTRUCTION MATERIALS «» PROVIDE T-NAILS AT 12" O.C. IN F-CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILS ATTACHED THROUGH FASCIA AT 16" O.C. FL12019 +/- 50.0 PSF (MIN) HURRICANE SHUTTERS "SAFETY EDGE" STORM PANELS TOWN & COUNTRY INDUSTRIES' INC. «>> METHOD OF ATTACHMENT: DIRECT MOUNT ALL ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 33 PSF: 16" O.C. SPANS UP TO 5', 9.9" SPANS UP TO 9'-2", 38 PSF: 15.8" O.C. SPANS UP TO 5', 8.6" SPANS UP TO 9%2", 47 PSF: 12.7" O.C. SPANS UP TO 5', 7" SPANS UP TO 9%2", 54 PSF: 11.1" O.C. SPANS UP TO 5' 6.1" SPANS UP TO 9'-2" FL 12856.2 +/-54.0 PSF (MIN) 1 have reviewed the above product approval information and approved it. Signature: Certification Number: DRAWING INDEX CVR INDEX / PROJECT INFORMATION A-1.0 FOUNDATION PLAN A-2.0 FLOOR PLAN A-3.0 BUILDING ELEVATIONS A-4.0 ROOF / FRAMING PLAN A-5.0 ELECTRICAL PLAN A-6.0 WALL SECTIONS / NOTES A-6.1 WALL SECTIONS / NOTES A-7.0 INTERIOR ELEVATIONS A-8.0 HVAC PLAN COMPONENTS AND CLADDING WIND PRESSURES PER 2014 FLORIDA BUILDING CODE USING INTERIOR ZONE COEFFICIENTS AREA OF OPENINGS (SQ. FT.) DESIGN PRESSURE 0 to 19.9 46.1 PSF / -50.0 PSF 20 TO 49.9 44.0 PSF / -47.9 PSF 50 TO 99.9 41.2 PSF / -45.1 PSF 100 TO 499.9 39.2 PSF / -43.1 PSF 500 AND ABOVE 34.3 PSF / -38.2 PSF USING END ZONE COEFFICIENTS AREA OF OPENINGS (SO. FT.) DESIGN PRESSURE 0 to 19.9 46.1 PSF / -61.7 PSF 20 TO 49.9 44.0 PSF / -57.5 PSF 50 TO 99.9 41.2 PSF / -52.0 PSF 100 TO 499.9 39.2 PSF / -47.9 PSF 500 AND ABOVE 34.3 PSF / -38.2 PSF PROJECT & CODE DATA *PLANS DESIGNED TO COMPLY WITH THE 2014 FLORIDA BUILDING CODE TYPE OF CONSTRUCTION: CBS X FRAME BUILDING DESIGN: ENCLOSED ULTIMATE DESIGN WIND SPEED:140 MPH NOMINAL DESIGN WIND SPEED: 124 MPH BUILDING CATEGORY: 11 EXPOSURE:B INTERNAL PRESSURE COEFFICIENT: +/- 0.18 IMPORTANCE FACTOR: 1 MEAN BUILDING HEIGHT: 15' X OPEN OVERHANG:1.33 FT ROOF PITCH: 6 /12 COMPONENTS AND CLADDING WIND PRESSURES: 160 MPH X ROOF DEAD LOAD: (SHINGLES) 17 PSF (TILE) SHUTTERS: YES X NO IMPACT RESISTANT ASSEMBLY: YES NO X PARTIALLY ENCLOSED 170 MPH PLAN REVIEW REVISIONS MASTER PLAN REVISION 5-5-17 to I rn � N o W Cn N ~ Cn ti ct w M X x ¢ W CD ;LL JC)_'4 2'�(O ^ Z � hCIJ Q��U W F-. (O m U af N U O?h L0 O M f1 W J W 1- PROJECT NO. 15-015-025 DATE DRAWN DRAWN BY 5-5-17 MCA WILSHIRE 1800 B2 LIVING 1800 SQFT GARAGE 384 SQFT LANAI 144 SQFT ENTRY 23 SQFT TOTAL 2351 SQFT SHEET CVR �0 o14 m 36" SQ. X 1'- DEER CONC. FTG. W/ (3) #5 0 I 36" SQ. X 1'-O" DEEP EACH WAY I I EACH- AY W/ (3) #5� �1) 11 :OT : I '\' i ) 1'-01 — J L 1 iN 34'-0" 4'-4" I 4'-O" 6'-8' 1 �- " 5'-2" 4'-0' 3'-10" 4'-8' I I AA A I I 1 HB B ■ ■ ■ we ■ i- ■ ■ — — — — — — — — — — — — — — — — — — F — — RECESS SLA _t I FOR S.G.D. - SINK W/ I 1 DISP. I ■ I 4" 2500 PSI CONC. SLAB W/ ■ { FIBERMESN, AND/OR 6X6-10/1 O WMM I _ I WITH MIN. 1' COVER ON 6 MIL. POLY 2'-6' 3'-11 I7/8- Z VAPOR BARRIER OVER TERMITE on _ I TREATED COMPACTED CLEAN FILL TO t A MINIMUM DENSITY OF 95% AS AA DETERMINED BY ASTM D-1557 1 I o I ■-- .f_INDICATES C_M.U. CELL FILLED 11'-5 7/8" ■ W/ CONCRETE AND (1) #5 VERT K I REBAR CONT. FROM FOOTING I I TO TIE BEAM (TYPICAL) 1 _ In I LAV.00 r _I _ L_ ■ E_ -------- — I— N ' —� C4 ---- — I W-c f _ "' .Ac cc -r — — N - It _-� AA K _ i l n I M 1 1 _ lew _ T CHASE C ■ I I I I C _ b - 0'-0' Co1 I o -_--- I i -to I E 1 I iv f7N1SN FLOOR�12'-8 3/8' 6'-2 7/8-1 I ■ I AA BB - I �--- I ---- —� —I DD in ■ i ■ ■ ■ ■ ■ I °' 0 1 E I J I ■ _1 h' O� _ I 1 I J i ^I z n- I Zhu ■ i - �o I G o HB o I 24"x24'x12"DP. 1 I DD ■ CONC. PAD FIG. 5'-8" F o I i W/ 3-#5 E.W. 1 1 �� I -I I � Q _ _ _ J - -I D. ■ —■ ■C t z cy) FOUNDATION PLAN SCALE 1/4' = 1'-T I OUTSIDE LINE 6x6 - 1Ox10 WWF I OF EXT_ WALL CONIC. OR FIBER MESH I SLAB BARS 8. o 20" I AA DETAIL 1 6x6 - 1Ox10 WWF OR FIBER MESH CONIC. SLAB - �z- 2— I—' BA S_ 2'-0' DETAIL i CONC. SLAB - 4' G DETAIL 1 1 1 /2 MAX. 33��gg55 I SLOPE GRADE _I BARS BB DETAIL 1 1—#J BAR lco CONC_ o SLAB - 2-#5 BAR ''� K i DETAIL 1 w a in to CDs' 0LL a. ) BA S ---- 0 12'(MiN) BELOW �� 8'1'-4" D \ DETAIL PROJECT 1 1-#5 CONC_ BAR SLAB U) .F. --t• w I H \ DETAIL 1 CONC. 6x6 - 1Ox1O WWF SLAB OR FIBER MESH to Do 2- o GRADE BA S ff� 8n1,-4" / A \ DETAIL 1 In w af a 2-#5 $' 16 -BARS B DETAIL 1 U) w < 6x6 - 10x10 WWF CONIC. > 5/$' OR FIBER MESH SLAB OD CONIC. SLOPE SLAB 3-#5 -- -- - GRADE --- - BARS 3- GRADE o BA S" DD DETAIL rF DETAIL 1 1 5 1/2' FRAME} 7 5/8" BLOCK)) v� CONC. SLAB -- 2 $' 1'-4' B /'J i DETAIL - S.G.D CONC. SLAB VARIES iv SHOWER RECESS to L DETAIL 1 SHOWER RECESS Cy AT WALL CONC. CONTRACTOR TO SLAB VERIFY SIZE WITH °3 A/C CONTRACTOR ----- GRADE 2- o BA S _ M DETAIL I 1 PIPE SLEEVE (DIA. LARGER THAN PIPING THRU FTG.1, 3" MIN: FTGPER DEPTH 3- MIN. 3" MIN. — DETAIL — —` CF _DOTING & REBAR 1'-0" TRANSITION PIPE THRU PF FTG. DETAIL 1 NOTE. ALL, FOOTINGS DESIGNED FOR 2,500 PSF SOIL BEARING CAPACITY 1 w.c. SCHEMATIC PLUMBING RISER DIAGONAL DISTANCE DIMENSION FROM INSIDE CORNER OF FORMBOARDS AC = 50'-3" AD = 39'-10" BE = 43'-3" BD = 41'-9" DIMENSIONS ARE ROUNDED TO THE CLOSEST INCH TO SEWER OR SEPTIC TANK CP co DIMENSIONS ARE ROUNDED TO THE CLOSEST INCH TO SEWER OR SEPTIC TANK CP co a � IW No. 15-015-025 DATE DRAWN 5-5-17 DRAWN BY MCA WILSHIRE 1800 B2 LIVING 1800 SOFT GARAGE 384 SQFr LANAI 144 SOFT ENTRY 23 SOFT TOTAL 2351SQFT CUBIC VOLUME OF CONDITIONED SPACE 14,217.7 CUBIC FEET SHEET lm0 4'M 4'-0" 12'-0" 0 1'-011 36" SQ. X 1'- DEEP L■ J G L—■ J CONC. FTG. W/ (3) #5 I 1 Q1 CONC. W/ "E(3)#5 EACH WAY I 1 G EACH WAY G w � 1 1 I o I 34'-0„ 4'-4" I 4'-0" 6'-8" 1,1- „ 5'-2" le 4'-0" 11 3'-10" 4'-8" 11 I I AA A I I 1 HB B RECESS SLA I FOR S.G.D.— SINK W/ 1 DISP. a I 4" 2500 PSI CONC. SLAB W/ I ■ FIBERMESH AND/OR I 6X6-10/10 WMM WITH MIN. 1" 2'-6" S-11 17/8" COVER ON 6 MIL. POLY VAPOR .n I BARRIER OVER TERMITE in TREATED COMPACTED CLEAN AA I LC 1 FILL 1 I 0 I INDICATES C.M.U. CELL FILLED 11'-5 7/8" ° W/ CONCRETE AND (i) #5 VERT. K o I REBAR CONT. FROM FOOTING j TO TIE BEAM (TYPICAL) 1 II LAV. CO. ■ — —------'1 — N— — - L — ° L n r---- — --�cq—II r— ___= - CON 1 I rt --- N_-'-_- 4 AA K r - ■ I M 1 1 - - =-L--- W.H. I ° I 4 I -- - CHASE C m 1 REFERENCE d I N FINISH FLOOR � 1 I 12'-8 3/8" 6'-2 7/8" 1 I ■ I AA 1 C 1 L--- YBB I — --—L —I (o (DO E I u' 0 2'-4" 5'-2" I1 0 4'-0" J of I �r se I z I ■ � o G 24"x24'x12"DP. 1 I DD ■ CONC. PAD FTG. 5'-8" F a_ 0 I W/ 3-#5 E.W. 1 1 0 lo L— — — ---- — --1 D.. N ■■C a0 m 0 0 FOUNDATION PLAN SCALE 1/4" = 1'-0" I I Lo d I CONTRACTOR TO VERIFY SIZE WITH A/C CONTRACTOR 6x6 — 10x10 WWF I OUTSIDE LINE I OF EXT. WALL CONC. OR FIBER MESH I SLAB 00 3-#5 --- - BARS N 8., o 20" AA DETAIL 1 6x6 - 10x10 WWF OR FIBER MESH CONC. 8" SLAB 2- BAITS 2'-0" C DETAIL 1 1 1/2" MAX. I I SLOPE 00 GRADE BARS 1'-8" BB DETAIL 1 CONC- SLAB ARIES CONC 1-#5 SLAB BAR 4" 8 G DETAIL 1 CONC. 0 SLAB -7 -1 ------ 2-#5 BAR �-� 4��1,-4„ I'- f K \ DETAIL 1 CONC. SLAB R. 2- O GRADE BA fS 112"(MIN) f BELOW �� / D \ DETAIL 1 SHOWER RECESS N AT WALL CONC. SLAB M --- GRADE 2 0 BAiS '- M DETAIL 1 PIPE SLEEVE (DIA. LARGER THAN PIPING THRU FTG.), 1-#5 CONC. BAR SLAB V) 18" I w H \ DETAIL 1 CONC SLAB � RECEScN S M L DETAIL 1 3" MIN. FTGPER DEPTH 3" MIN. DETAIL 3"MIN._ C �FOOTING & REBAR TRANSITION PIPE THRU PF FTG, DETAIL 1 NOTE: ALL FOOTINGS DESIGNED FOR 2,500 PSF SOIL BEARING CAPACITY CONC. 6x6 - 1Ox10 WWF SLAB OR FIBER MESH 2 f o GRADE BAS I 8"1,-4„ A DETAIL 1 GRADE 11 DD DETAIL 1 5 1/2" FRAME) 7 5/8" BLOC n CONC. SLAB cir I 2 8" 1'-4" B J\ DETAIL - S.G.D 1 , V) w it ¢ 2-#5 8" 16" BARS g DETAIL 1 6x6 - 10x10 WWF OR FIBER MESH CONC SLOPE SLAB 3A GRADE BARS 20" F DETAIL 1 W.C. SCHEMATIC PLUMBING RISER DIAGONAL DISTANCE DIMENSION FROM INSIDE CORNER OF FORMBOARDS AC = 50'-3" AD = 39'-10" BE = 43'-3" BD = 41'-9" UIMEN51UW3 AHL ROUNDED TO THE CLOSEST INCH TO SEWER OR SEPTIC TANK PLAN REVIEW REVISIONS MASTER PLAN REVISION \ 5-5-17 Lo rn N o m W co N ~ o M Q o Q LL CO p p N w> = O N O LL J Of Co O � rI 1Q J C' li. � U W �com O<�U t` `o C) a W J W H PROJECT NO. 15-015-025 DATE DRAWN DRAWN BY 5-5-17 MCA WILSHIRE 1800 132 LIVING 1800 SQFT GARAGE 384 SQFT LANAI 144 SQFT ENTRY 23SQFT TOTAL 2351 SQFT SHEET A loo --711qlr1 2x4 HALF WALL TOP AT 32" ABV. 1x12 STRINGER LEADING EDGE OF TREAD 2x12 TREAD 1/2' DRYWALL 2x12 CARRIAGE - 1,,,r2x4 SLKG. 2x4 STUDS 2x6 SPACER AT 16' O.C. STAIR STRINGER DETAIL AT STAIR SIDEWALL 1 _4" C.S. COLUMNS - TO P +7'-4" A.F.F. C` — I ■ { P.C. HDR. ASV. { { LANAI { { 8'-8" CLG. I CONC. SLAB 34'— fl" —0. { 8"x8" NEWEL POST W/ WOOD CAP AND TRIM (TOP AT +70' A_F.F.) HANDRAIL AT 36" — ABV. LEADING EDGE OF TREAD 1x6 WD. CAP W/ 2x4 HALF WALL- 318"x1" SHOE MOULD TOP AT 36" ABV. 2nd FIN. FUR 12'-6" (15) TREADS AT TO" EA. 1x12 STRINGER OPEN TO FAMILY] DINING BEYOND 2x12 TREAD 1x6 RISER 1" NOSING 2x12 eal AGAIN 1/2" GYP. BD. KNISH UNDER STAIRS FRAMING W¢ r) ri POUNDER in ROOM AT n tun SPACE 0 OUTLINE OF 8'-2 3/8" TO FACE OF FIRST RISER STORAGE DOOR STAIR SECTION �1 SCALE: 1/2"=1'-0" ■ ■ ■ man ■ ■ J�L co W. Lo SINK W/ 7-- T. DISP. ■_ DIN . 8'-8" CLG_co { 8'-8' CLG. ° d b 00 W_8" CLG. Fill 02"X3' ISLAND W/ 1'OVERHANG 7'-4 /4SLOPED WALL - BRG. WALL rr NOSING AT 36" TOP A7T ■ ABOVE STAIR 5'—O 1/2" 3'-7 1 14'-fl 7j8' '-7 7j8" aQ_ll 9'-6" 4'-6 7 8' RAILING r R AT 36" ABV. C. STAIR NOSING \ 11 R & Sul�� STOR.P BELOW 3 ; 5 S STAIRn1�,j W.H.■ rn BRG. WAI 3'-0" TOP AT NLI V.oOR PLUeG■8`-8" CLG_DRAIN/ AC 7 5/8" 14'-0 7/8- 18'-7 7/8" INSULATEDWALL ■ ■ ■ GARAGE ox { 8'-8" EN 8' CLG. n FLAT CLG. an 2 ARCH SOFFIT PER ELEV. 8'-0" I 13 ■ FIRST FLOOR PLAN SCALE 1/47 = 1`- NOTE: ALL INTERIOR FRAME WALLS ARE 2X4'S AT 24" O.C. UNLESS NOTED OTHERWISE NOTE: ALL INTERIOR FRAME BEARING WALLS ARE 2X4'S AT 16" O.C. UNLESS NOTED OTHERWISE MICROWAVE TO EXTERIOR 7 5/8" Eu 2x4 2x4 ;BLKG.@24O.C. CONICEDG. OF / 2x4 CtJAlC. BLK. BELOW TYP. STUD CORNER DTL. SCALE_ 3/4' = 1"-0' 9" TO FACE OF FIRST FISER TOP 2ND FIN. PLR. +10'-0 3/4" AS 1ST FLR. CLG. HT. +8'-8" A.F.F. 2X FIRE - BLOCKING (2) 2x10 BEAM I TOP OF SLAB +0'-0" (REF. ELEV.) WINDOW SCHEDULE DOOR SCHEDULE Q SIZE R,O, PER P> BLDG. Q REMARKS 0 SIZE PER BLDG. R.O. SUPER. Q REMARKS 1 3068 SWING 1 EXT. DOOR AA 35 SH ELLIPSE TOP 1 MUNTINS 2 6068 S_G.D. 1 EXT. DOOR A 35 SH 1 3 2868 SWING 1 SOLID CORE B 25 SH 1 4 2468 SWING 2 INT. DOOR C 3450 SH 6 EGRESS 5 2668 SWING 3 INT. DOOR D 1630 SH 2 OBSC.,TEMP. 6 2868 SWING 2 INT. DOOR E 23 SH 1 7 5068 BYPASS 2 INT_ DOOR _ 1_ WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY WITH FLORIDA BUILDING CODE WWINDLOAD AND EMERGENCY EGRESS REQUIREMENTS. f� REVBS7�1 1 � 8 5068 BIFOLD 1 INT. DOOR 9 4068 BYPASS 3 INT. DOOR 10 2468 SWING 1 INT. DOOR 11 2068 BIFOLD 2 INT. DOOR 12 2036 1 STOR. DR. 13 16070 OVHD. DR. 1 GARAGE DOOR 14 (2)2668 1 INT. FRENCH C Ifl it i tit Mli 111fliii [hilt Will I fliiliiti W Mi{iti�t_l It L _ r iO4 iu Q) LJR.G 12"xi6' 8' CLG. IE 04 NICHE W c� I DRYER DUCT DOWN FLOORBETWEEN JOISTS 0 T R• • EXTERIOR IN BACK. 1i/ tlflliti}itt`itL llllt�lllT; I�IIi1131FflUi; <lIN8l:l:SIdHNEiff[ii#i111; f .. - SHELF RAIUNG AT ;. r NOSINGSTAIR • MO -ANNE—REMENE'N ,42" H. 4? WALL m LAV. LAY. i 1'-4" -- P.T. 2-2X4 3�- CURB r WIDE SHmOPNG _ 41 �j uk� f ! R & -O. 5'-3 1, 3'-1 1 /2" N M.DR 8' CLG. 1 O 19'-O 1 I x -f2"x54''' ACLES i " H. KNEE WALL 7'-O 1 /2" c � I cn to .3 n I 0 3'-5 1 /2" I. (c/ SECOND FLOOR PLAN NOTE: ALL INTERIOR FRAME WALLS ARE 2X4'S AT 24" O.C. UNLESS NOTED OTHERWISESCALE 1/4" NOTE: ALL INTERIOR FRAME BEARING WALLS ARE 2XVS AT 16" O.C. UNLESS NOTED OTHERWISE 1/2' 0 NOTES. 1. WOOD STUD SPACING: (UNLESS OTHERWISE NOTED ON PLANS) --EXTERIOR FRAME WALLS AT 16" O.C_ -INTERIOR FRAME BRG. WALLS AT 16' O.C. -INTERIOR FRAME NON-BRG. WALLS AT 24" O.C. -KITCHEN CABINET WALLS AT 16" O.C. 2. FRAME WALLS ARE DRAWN 3 1/2" WIDE i UNLESS OTHERWISE NOTED 3. CONC. BLOCK WALLS ARE DRAWN 7 5/8" WIDE UNLESS OTHERWISE NOTED 4. TOOL CONC. BLOCK ANTS INSIDE GARAGE WALLS (BRUSH & CLEAN) 5. DOOR & WINDOW ROUGH OPENINGS SHALL BE PROVIDED BY BUILDER 6. TOIL OF Tip. BLOCK WALL +8'-0" UNLESS OTHERWISE NOTED 7. HEIGHTS ARE MEASURED ABOVE I TOP OF FOYER SLAB 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION —3 1 /2' —XX.X INDICATES WIND PRESSURE IN PSF FOR OPENING L to (D o 0) m � sz_m GO d Q�EV a J0:corD mpco �C-4 < CD W � co m U Q Q R j �LIJ t~AZ a- co) W LU F- PROJECT NO. 15-015-025 DATE DFRAINN 5-5-17 DRAWN BY MCA WILSHIRE 1800 B2 LIVING 1800 SQFT GARAGE 384 SQFT LANAI 144 SQFT ENTRY 23 SOFT TOTAL 2351 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 14,217.7 CUBIC FEET SHEET A 2mO I 7 I 1x12 STRINGER 2x12 TREAD 2x4 HALF WALL TOP AT 32" ABV. LEADING EDGE OF TREAD 1/2" DRYWALL 2x12 CARRIAGE `2x4 BLKG. 2x4 STUDS 2x6 SPACER AT 16" O.C. STAIR STRINGER DETAIL AT STAIR SIDEWALL 11-4n C.B. COLUMNS- 1'-4 TOP +7'-4" A.F.F.-- P.C. HDR. ABV.- 1 BOT. +7'-4" A.F.F.�I LANAI 8'-8" CLG. I CONC. SLAB 34'-0" 8- 6'-0" I 1x6 WD. CAP W/ 3/8"A" SHOE MOULD 2x4 HALF WALL - TOP AT 36" ABV. 2nd FIN. FLR 12'-6" (15) TREADS AT 10" EA. 8"x8" NEWEL 1x12 STRINGER POST W/ WOOD OPEN TO FAMILY/ CAP AND TRIM DINING BEYOND (TOP AT +70" A.F.F.) 2x I TREAD 1x6 RISER 1" NOSING-'N HANDRAIL AT 36" ABV. LEADING EDGE OF TREAD _ 2x12 CAR ST RAGE BELO STAIR L 2x4 CLG. FRAMING Ld Lo \ M � Q POWDER ouj w ROOM AT T SPACE Of v 2x4 P.T. OUTLINE OF KICKER 8'-2 3/8" TO FACE OF FIRST RISER STORAGE DOOR STAIR SECTION —1o" 5'-0" SCALE: 1/2"=1'—O" I00 I I HB OILo ■ ■ a ■ ■ a a ■ 00 J o0 0rLc' .W. 'n SINK W/ 1 DIN K I T. DISP. ° '� CLG. 8'-8" CLG. b 8'-8" O VENT Do 8'-8" CLG. M I I O MICROWAVE I 2'X3' ISLAND W/ 1' TO r1 ir1 OVERHANG I 7 -4 1/4" EXTERIOR SLOPED WALL - BRG. WALL 1 TOP AT 36" TOP AT ° 14'-0 7/8" ABOVE STAIR NOSING +8 -8 7'-7 7/8" 5'-0 1/2" 3'-7 1 =4' ■ O o T 9'-6" 4'-6 7 8" RAILING REF. AT 36" ABV. STAIR NOSING M C © 4 11 ° ° BELOW STAIR -_ __ © BRG. WALL I 3'-0" TOP AT LI V. 0)CHASE FOR 2ND ■ FLOOR PLUMBING m B'-8" CLG. DRAIN/ AC 14'-0 7/8" `� 18'-7 7/8" 7 5/8" \ ro ro I O ■ ■ ■ ■ M.T. ■ ■ 00 AA I 8'-8" ENTRY FLAT CLG. e■ ■ 12" ARCH SOFFIT PER ELEV. L■ 5-8„ INSULATED WALL GARAGE 8' CLG: 0 E �1I ■ m FIRST FLOOR - PLAN SCALE 1 /4" = 1'-0" NOTE: ALL INTERIOR FRAME WALLS ARE 2X4'S AT 24" O.C. UNLESS NOTED OTHERWISE NOTE: ALL INTERIOR FRAME BEARING WALLS ARE 2X4'S AT 16" O.C. UNLESS NOTED OTHERWISE k m 2x4 2x4 BLKG. @24" O.C. EDGE 0B 2x4 CONC. BLK. BELOW TYP. STUD CORNER DTL. SCALE: 3/4" = 1'-0" 9" TO FACE OF FIRST FISER TOP OF 2ND FIN. FLR. +10'-0 3/4" A.I 1ST FLR. CLG. HT +8'-8" A.F.F. (2) 2x10 BEAM TOP OF SLAB -+0'-0" (REF.- ELEV.) WINDOW SCHEDULE DOOR SCHEDULE 0 SIZE PER R.O. SUPER. Q REMARKS 0 SIZE PER BLDG. R.O. SUPER. Q REMARKS — 1 3068 SWING 1 EXT. DOOR AA AA SH ELLIPSE TOP 1 MUNTINS 2 6068 S.G.D. 1 EXT. DOOR A 35 SH 1 3 2868 SWING 1 SOLID CORE B 25 SH 1 4 2468 SWING 2 INT. DOOR C 3450 SH 6 EGRESS 5 2668 SWING 3 INT. DOOR D 1630 SH 2 OBSC.,TEMP. 6 2868 SWING 2 INT. DOOR E 23 SH , 7 5068 BYPASS 2 INT. DOOR 1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY WITH FLORIDA BUILDING CODE WINDLOAD AND EMERGENCY EGRESS REQUIREMENTS. 8 5068 BIFOLD 1 INT. DOOR 9 4068 BYASS 3 INT. DOOR 10 2468 SWING 1 INT. DOOR 11 2068 BIFOLD 2 INT. DOOR 12 2036 1 STOR. DR. 13 16070 OVHD. DR. 1 GARAGE DOOR 14 (2)2668 1 1 1 1 INT_ FRENCH [ • IN low sR 11 Jill MEMO MEMO �WA Imalm■■o■■a N SHWR. HD & 42 - H... WALL ONTRO LAV. LAV. I ,, -4" B R . 2 12"x16' P.T. 2-2X4 8' CLG. RECESS CURB 31"MIN N NICHE 32" WIDE I \ S SHWR. OPNG. I N I 4 - — R & S SHWR. & 1 3'-01, CONTROL N. 3'-1 1/2- O O 8' CLG. 19'-0 1 DRYER DUCT DOWN BETWEEN FLOOR JOISTS 4'- AND ROUTE TO OD EXTERIOR IN BACK. C -7 1 /2" o d - 11.- 1 /2" I 2'-5 1 /2" A/C (_O BR.4 CHASE 8' CLG. 14 - N SHELF ABV. I I x 182"x54n" A I TTrC TCCES 36" H. LO KNEE WALL 7'-0 1 /2" � O N im 0 CN 10 I S-5 1 /2" 1 SECOND FLOOR PLAN NOTE: ALL INTERIOR FRAME WALLS ARE 2X4'S AT 24" O.C. UNLESS NOTED OTHERWISESCALE 1/4" = 1'-0" NOTE: ALL INTERIOR FRAME BEARING WALLS ARE 2X4'S AT 16" O.C. UNLESS NOTED OTHERWISE 1 /2" O -3 1 /2" NOTES: 1. WOOD STUD SPACING: (UNLESS OTHERWISE NOTED ON PLANS) -EXTERIOR FRAME WALLS AT 16" O.C. -INTERIOR FRAME BRG. WALLS AT 16" O.C. -INTERIOR FRAME NON-BRG. WALLS AT 24" O.C. -KITCHEN- CABINET WALLS AT 16" O.C. 2. FRAME WALLS ARE DRAWN 3 1/2" WIDE UNLESS OTHERWISE NOTED 3. CONC. BLOCK WALLS ARE DRAWN 7 5/8" WIDE UNLESS OTHERWISE NOTED 4. TOOL CONC. BLOCK JOINTS INSIDE GARAGE WALLS (BRUSH & CLEAN) 5. DOOR & WINDOW ROUGH OPENINGS SHALL BE PROVIDED BY BUILDER 6. TOP OF TYP. BLOCK WALL +8'-O" UNLESS OTHERWISE NOTED 7. HEIGHTS ARE MEASURED ABOVE TOP OF FOYER SLAB 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION -XX.X INDICATES WIND PRESSURE IN PSF FE FOR OPENING WALL LEGEND INDICATES INT. BRG. HT. PER PLAN INDICATES PLANT SHELF HT. PER PLAN INDICATES TOP OF u BLOCK ®8'-0" AFF INDICATES SECOND FLOOR EXT. FRAME WALLS W/ 2X4'S AT 16" O.C. PLAN REVIEW REVISIONS MASTER PLAN REVISION 5-5-17 1 LO LO m CV C) 0) W co c'j m �� N (A (� M �w o QU- OD >0p-N w z J W p ED O�� n�LL W Z Q W rn U m W F.:CO r- 0 < r U) ZO CO a r~i W J W PROJECT NO. 15-015-025 DATE DRAWN DRAWN BY 5-5-17 MCA WILSHIRE 1800 132 LIVING 1800 SQFT GARAGE 384 SQFT LANAI 144 SQFT ENTRY 23 SQFT TOTAL 2351 SQFT SHEET A 2mO 5" W. RAISED TRIM (PROJ. 3/4"). — CEMENTITIOUS COATING I ON LATH o I N _ � y�O r � S �o_ I 0 Of o Ll O NOF �_ CEMENTITIOUS COATING I ON LATH ------- ------------ CEMENTITIOUS COATING ON BLOCK RIGHT SIDE ELEVATION �vi 1/8" = l'-O" REAR ELEVATION TRUSS BRG. HT. _ — +18'-0 3/4" A.F.F. +8'-0" ABV. 2ND F.F. TOP OF 2ND F.F. +10'-0 3/4" A.F.F. TOP OF BLOCK +8'-B" A.F.F. +O'-C" REF. ELEV. TOP OF SLAB 12 16 12 \ 16 _ TRUSS BRG. HT. +18'-0 3/4" A.F.F. +8'-0" ABV. 2ND F.F. TOP OF 2ND F.F. +10'-0 3/4" A.F.F. O TOP OF BLOCK - — - ----- - _ .0 A.F.F. CEMENTITiOUS COATING ON BLOCK +0'-0" (REF. ELEV.) If TOP OF SLAB 1 /8" = 1'-0. CEMENTITIOUS COATING ON LATH 3 CEMENTITiOUS C ATING ON BLOCK i BUT RIDGE HEIGHT_ _ +25'-0 1/T; 7F.Y. 16" OVERHANG TYPICAL UNLESS OTHERWISE NOTED TRUSS BRG. HT. _ --------- -- 3/4� A.F.F. +8'-0" ABV. 2ND F.F. FFFCEMENTITIOUS COATING ON LATH 5" W.. RAISED - TRIM (PROD. 3/4") TOP OF 2ND F.F. +10'-0 3/4" A.F.F. TOP OF BLOCK +8'-8" A.F F. -- 8" W. SCORED TRIM CEMENTITIOUS COATING " BLOCK 5W. RAISED ell IN {—{ {—{ {—{ {—{ i e eEF 12" S0. CONC. 2'-4" -2'-4" BLK. COLUMN RAISED TRIM (PROD. 3/4") FRONT ELEVATION 1 /4" = l'-O" LEFT SIDE ELEVATION ix3 OR tx4 P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2" CASE HARDENED COIL NAILS AT 12" 0/C. MAX. CONC. OR MASONRY DRYWALL BOARD CAULKING ALUMINUM FRAME FASTEN THRU BUCK W/ J116 x3 1/4' TAPCON SCREWS 0 24' 0/C MAX. IN PREDRILLED HOLES BY MANUFACTURER PERIMETER CAULKING CEMENiIROUS FINISH HEAD DETAIL WIND❑W CONC. OR MASONRY DRYWALL BOARD DOOR TRIM DOOR FRAME FASTENED THROUGH BUCK W/ 3-1/4" x t/4' (MIN) TAPCONS 6 THMI FROi rAM EPCON ' A. CORNER; AND 4 EQ. SPACED TAPCONS ON EA. VERBCAL LEG W/ MIN. EMBED OF 1 5/8' ALUMINUM FRAME FASTEN THRU BUCK W/ 3/16'0 1/4' TAPCON SCREWS 0 24' 0/C MAX. IN PREDRKLED ALUMINUM FRAME HOLES BY MANUFACTURER SECURE FRAME TO SILL PERIMETER CAULKING KITH SILICONE CEMENRROUS FINISH CAULKING CONC. OR MASONRY i0 OR ix4 P.T. BUCK SET IN QOo SEALANT AND NAILED Oh - nQb 4Qo q W/i-112' CASE HARDENED a'. COIL NAILS AT 12' 0/C. T MAX ` PRECAST OR POURED DRYWALL BOARD CAULKING JAMB DETAIL WIND❑W TRUSS BRG. HT. --- - - +18'-0 3/4" A.F.F. +8'-0" ABV. 2ND F.F. TOP OF 2ND F.F. 3/4" A.F.F. TOP OF BLOOK -L _ +8'-8" A.F.F. 1 /8" = 1,-0- +0'-0" REF. ELEV. If TOP OF SLAB SILL - PERIMETER CAULKING SILL DETAIL WIND❑W -1x6 P.I. BUCK SET IN DOOR THRESHOLD SET SEALANT AND SECURED W/ IN BED OF CAULK & FASTENED TO SILL W/ CASE HARD NAILS 0 12" O.C. (MAX) _ 3/16' DIA. TAPCONS 18' 0/C PERIMETER CAULKING FLOOR COVERING —� --00 09 d O. .°. CEMENBBOUS FlNISH PERIMETER CAULKING DOOR TRIM HEAD/JAMB DETAIL EXT DOOR STUCCO FINISH PERIMETER CAULKING CONC OR MASONRY 9x4 OR Ix6 P.I. BUCK SET IN SEALANT AND NAILED W/i-i12` CASE HARDENED COIL NAILS AT 24' 0/C. \�- DRYWALL BOARD �- CAULKING DOOR FRAME FASTEN THRU BUCK W/ W/ 3-1/4" x 1/4' (MIN) TAPCONS AT 24' 0/C. MAX IN PREDRILLEO HOLES BY MANUFACTURER JAMB/HEAD DETAIL (SGD) PERIMETER CAUL CONCRETE SLAB SILL DETAIL EXT DOOR DOOR FRAME FASTEN TO SILL W/ /6 x 1' SCREWS 0 2'-0- 0/C �F FLOOR COVERING 1 OO" oO GROUT BED CONCRETE SLAB SILL DETAIL NOTES: 1. HOLD ALL WOOD FASCIA/SOFFIT 3/4" ABOVE ROOF SHEATHING. 2x4 VERT, AT EA. FACE OF ARCH W/ (3) 10d NAILS AT PRECAST UNTEL AT TOP EA. END TOE NAILED W/(2) BLOCK COURSE 10d AT BUCK 2x4 SOLID BLOCKING (FULL 15/32' COX PLYWOOD TOP OF BLOCK WALL - WIDTH OF WALL) BTWN. PLYWD: ARCH FACES W/ (3) A -A PANEL (ROTH(BOTH SIDES 10d NAILS THRU O.S.B. INTO NAILED TO BUCK W/ I EA. 2x4 Sd NAILS AT 4" G.C. P.T. (2) 2X4 BUCK - CONTINUOUS CONC. CONNECT TO BLOCK W/ 4'i6" x P.T. (2) 2X4 BUCK - BLOCK LINTEL PER 3" TAPCONS (1 1/4" MIN. CONNECT TO BLOCK W/ N x PLAN EMBEDMENT INTO BLOCK) 3" TAPCONS (1 1/4" MIN. ZX4 VERT. BRACES EMBEDMENT INTO BLOCK) 15/32" COX PLYWOOD PANEL BUILT-UP PLYWOOD OR (BOTH SIDES) NAILED TO BUCK PROVIDE )fs" x 3" TAPCON (1 MASONITE BUCK - SCRIBE W/ 8d NAILS AT 4" O.C. 1/4" MIN. EMBEDMENT INTO BACKSIDE TO FIT ARCH. BLOCK) AT EA. SIDE BUCK-(1) CONNECT W/ 8d NAILS 2x4 SOLID BLOCKING (FULL WITHIN 4" MIN. TAPCON OF ARCH WIDTH OF WALL) BTWN. PLYWD. START OF ARCH OPNG. LINE OF RECTANGULAR ARCH FACES W/ (3) 10d NAILS ROUGH OPENING THRU O.S.B. INTO EA. 2x4- BUILT-UP PLYWOOD OR MASONITE BUCK - SCRIBE BACKSIDE TO FIT ARCH. CONNECT W/ 8d NAILS 1" x 3" SECTION A —A BUNK CONTINUOUSARCH IN MASONRY OPNG. DETAIL 8'-8" WALL HT. Lo Lo m N o m W co N ti m w o � � � ch Q U- o0 > w O M LL W Ic Z 0 � ` � c < M 0 W F com 0 C'4 O?� ;z Ln 0 ti = M a W _I W 1- PROJECT NO. 15-015-025 DATE DRAWN DRAWN BY 5-5-17 MCA WILSHIRE 1800 B2 LIVING 1800 SQFT GARAGE 384 SQFT LANAI 144 SQFT ENTRY 23 SQFT TOTAL 2351 SQFT SHEET A 3.0 3am in L[ w I- O 04 I- Ld Z V) d In W O 0 m a. ANCHOR SCHEDULE (SIMPSON STRONG -TIE PRODUCTS MODEL NUMBER) DESIGNATION MODEL # ALLOWABLE LOADS NAIL PATTERN SIMPSON HETA20 < 1810 > 10-10d x 1 1/2 USE SIMPSON HETA20 FOR ALL TRUSS TO BLOCK CONNECTIONS (U.N.O.) SIMPSON MTS12 < 1000 > 14-10d x 1 1/2 USE SIMPSON MTS12 FOR ALL TRUSS TO FRAME CONNECTIONS (U.N_O.) SIMPSON (2) HTS20 < 2900 > 24-10d X 1 1/2 TO PLATES 24-10d X 1 1/2 TO STUDS SIMPSON SPH4 < 1065 UPLIFT > 10-10d x 1-1/2 SIMPSON LSTA24 < 1235 > 18-1Od SIMPSON LSTA36 < 1640 > 24-10d P.C. LINTEL BOTT. 0 7`-4� NOTE: TOP OF BEARING AT LANAI t8'-B" B-9 1 A.F.F. :,a.: t.. -0 ' P.C. LINTEL { BOTL 0 7'-4" NO MINAI 5-8 8-8 (2) HETA20 (2) HETA20 16' OH it tl A20" AT EA. TRUSS { PROVIDE SIMPSCIN I"HE VERTICAL 1p 14NTICONNECTION B-6 gFB-4. 1 P. T 24 ON ENTEF Cn vz B-4 Aj I 8' CLG. T RG. LL T 0 g'-8 FLAT CLG. x cli ¢ - cci e,� _ — 2)2x (2)2x12 :.- - -= _ z 0 (2)2 m 12 AAA L] $"R Ct G. T G. 8'-8 T TYPI L) CL 0MI) SIMP "H A20 IT FL lRi SSE r7l jim- JL Jk_ JL AL JL B-3 p B -7 PROVIDE LEDGER BD. FOR B I{ I (2) A2 a GI CARDER 8'-8" FLAT CLG. _ TRUSS ATTACHMENT - ATTACH TO STUDS W/ (2)-10d AT EACH STUD O $-2 i U) fil O Ik o z O 16" O.H. o N aIA1 i a— — — — — — — — — — — — — — B-1 PROVIDE SIMPSON 'HETA20' AT EA. TRUSS 11 rm a " MAI ilk WIRMIll VCnll,pm_ 1V wt"I k,.GAtVtVC.4 itVlV SCALE 1 /4" = 1'-0' PRECAST HEADER SCHEDULE B-X LINTEL CAST CRETE ALLOWABLE ALLOWABLE MEMBER LENGTH TYPE LOAD UPLIFT B-1 17'-4" 8F24-18 1609 PLF 637 PLF B-2 6'-6" 8F16-18 3480 PLF 1880 PLF B-3 5'-4" 8F24-1B 7342 PLF 3607 PLF B-4 4'-6" BF16-113 6113 PLF 2724 PLF B-5 5'-10" BF16-1B 4360 PLF 2093 PLF B-6 7'-6" 8F24-18 5681 PLF 2571 PLF B--7 4'-6" 8F16-1B 6113 PLF 2724 PLF B-8 12'-O' 8F16-1B/2T 1254 PLF 928 PLF 8-9 11'-4" BF16-16/2T 1366 PLF 1028 PLF f4 1s - +Fi :i vZe4 BF8-IB BFI6-133 TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED ? � ,... QUANTITY OF #S REBAR AT BOTTOM [A" LINTEL CAVITY mZ 8F16-lB/lT �£ I p na #5 REBAR AT TOP MINN. (1) REWD WIDTH) m #5 REBAR AT BOTTOM QUANTITY CIF #5 OF LINTEL CAVITY 41NAL HEIGHT-]REBAR AT TOP 9` NUNDML L€n" z LAI J z 0 D Lu z J :J -(2} HETA20 7/16" O_S.B- SHEATHING OVER GABLE END TRUSS- SIMPSON "LSTA24" STRAP AT 24" O.C. TRUSS TO PLATE - i r 10d NAIi 2X4 CONT. BLKG. SPH4 (TOP — PLATE TO STUD CONNECTOR) TYP. 2x CONT. STAGGERED MID -+MALL BLOCKING (WALLS OVER 10' HT PROVIDE BLOCKING 0 4'-O" O_C. MAX. — 2x STUD Q 16' O.C. MAX. ROOF TRUSSES OR tic RAFTERS 0 24" O.C- CONNECT W/(2) 16d MIN. COMMONS TOE -NAILED TO TOP PLATE SEE ROOF PLAN FOR REO'D STRAP AT EACH MEMBER. SPH4 (TOP PLATE TO BEAM CONNECTOR) ® 16" O.C. TYP. f STUD '-FLAT ARCH CONNECTOR) .- PERf TE TRUSSPLAN TO PLATE ANCH11 TO TOP OR SILL PLATE t BOLTS TO SLAB N4 AT INTERIOR FRAMEOPNG. ON ... f.. PER PLAN LOADS ONLY (NO UPLIF (PROVIDE CONNECTORS 4 TO BOTTOM FOR SPANS PLATE CONNECTOR) OVER V t•' t MATCH AS NO ► ll, lily f •ice cf OPENING " 1/2" DIX EXP. BOLT (2 %- MIN. EMBEDMENT) W/ 2- X X- THICK WASHER 0 24" O.C. (PLATE TO SLAB CONNECTOR) FRAME BRG. WALL TO SLAB CONNECTOR DETAIL 7'-0" 7'-0' TRUSS BOTTOM~CHORDS V 2X4 CONT. PLATE FRAME WALL GABLE END ROOF FRAMING PLAN SCALE 1 /4" = 1'-O" w In s R. STUD kNCHO RS, T REO'D UIS NOTED 4G GRAVITY T LOADS}. FRAMING NOTES: 1. DESIGN LOADS: WIND. 160 M.P.H. AT 3 SECOND BURST ROOF: 37 PSF (20 LL/17 D.L) 2. #2 OR BETTER 2x4 BLOCKING AT 4'-=0- O.C. WITH 2 EA, 16d TOE NAILED EACH SIDE (DIAPHRAM AREA) 3- AT BLOCK/STRUCTURAL FRAME WALL C(MiNECTIp1, PROVIDE 1/2' DIA. COUNTERSUNK ANCHOR BOLTS W/ 2-1/4" MIN. EMBED. 0 24- D.C. VERT 0 (2)2x4 P.T. VERT. 4 SEE FRAMING PLAN FOR PRECAST LINTELS TYPICAL 5 PERMANENT OR TEMPORARY BRACING OF TRUSSES PER HIB91. ANY ADDITIONAL TRUSS BRACING REQUIRED WALL BE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS DIAGRAMS. 6. ALL HEIGHTS NOTED ON PLANS ARE MEASURED FROM TOP OF FINISH FLOOR (REF. ELEV. 0'-0-) 7- ALL TRUSS TO TRUSS CONNECTORS TO BE SUPPLIED BY TRUSS MANUFACTURER. 8- SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 9, OVERHANG IS V-=4" UNLESS NOTED OTHERWISE WALL LEGEND INDICATES INT. BRG. HT. PER PLAN INDICATES PLANT SHELF HT. PER PLAN INDICATES TOP OF BLOCK 0 8'-O" AFF INDICATES SECOND FLOOR EXT. FRAME WALLS W/ 2X4'S AT 16" O.C. Lo CP O © C � ao N � U U3 r N fo �- 0) a tM - Q LL CQ CL O N cotV LL to0mco to Qw N WF:tOm O < t` Zo co Z rN. S M Q„ W J W PROJECT NO. 15-015-025 DATE DRAVYN 5- 5-17 DRAVW4 BY MCA WILSHIRE 1800 B2 LIVING 1800 SOFT GARAGE 384 SOFT LANAI 144 SOFT ENTRY 23 SOFT TOTAL 2351 SOFT CUBIC VOLUME OF CONDITIONED SPACE _ 14,217-7 CUBIC FEET SHEET ANCHOR SCHEDULE (SIMPSON STRONG -TIE PRODUCTS MODEL NUMBER) DESIGNATION MODEL # ALLOWABLE LOADS NAIL PATTERN SIMPSON HETA20 < 1810 > 10-10d x 1 1/2 USE SIMPSON HETA20 FOR ALL TRUSS TO BLOCK CONNECTIONS (U.N.O.) SIMPSON MTS12 < 1000 > 14-1Od x 1 1/2 USE SIMPSON MTS12 FOR ALL TRUSS TO FRAME CONNECTIONS (U.N.O.) SIMPSON (2) HTS20 < 2900 > 24-10d X 1 1/2 TO PLATES 24-10d X 1 1/2 TO STUDS P.C. LINTEL BOTT. ME PROVIDE TRUSS I ATTACH (2)-10d NOTE: TOP OF BEARING AT LANAI +8'-8" FLOOR FRAMING PLAN IIIIIIINIIIIIIIIII VERTICAL TO LINTEL CONNECTION SCALE 1 /4" = 1'-O" PRECAST HEADER SCHEDULE B-X LINTEL CAST CRETE ALLOWABLE ALLOWABLE MEMBER LENGTH TYPE LOAD UPLIFT B-1 17'-4" 8F24-1B 1609 PLF 637 PLF B-2 6'-6" 8F16-1B 3480 PLF 1880 PLF B-3 5'-4" 8F24-18 7342 PLF 3607 PLF B-4 4'-6" 8F16-16 6113 PLF 2724 PLF B-5 5'-10" 8F16-16 4360 PLF 2093 PLF B-6 7'-6" 8F24-1B 5681 PLF 2571 PLF B-7 4'-6" 81716-113 6113 PLF 2724 PLF B-8 12'-0" 8F16-1B/2T 1254 PLF 928 PLF B-9 11'-4" 8F16-1B/2T 1366 PLF 1028 PLF 8F8-1B SF16-113 TYPE DESIGNATION < F = FILLED WITH GROUT / U = UNFILLED < QUANTITY OF #5 REBAR AT a BOTTOM OF LINTEL CAVITY 8F16-1B/1T �Z = z #5 REBAR AT TOP MIN. (1) REQ'D CLEAR ✓IDTHJ #5 REBAR AT BOTTOM QUANTITY OF #5 OF LINTEL CAVITY JAL HEIGHT-]REBAR AT TOP 7-5/0'ACTUA B' NOMINAL WIDTH (2) HETA20 7/16" O.S.B SHEATHING OVER GABLE END TRUSS SIMPSON "LE STRAP AT 2 TRUSS TO P' (2)2X W/ PLYWD. SPACER BEAM AS NOTED PER PLAN SPH4 (TOP — PLATE TO STUD CONNECTOR) TYP. 2x CONT. STAGGERED MID -WALL BLOCKING (WALLS OVER 10' HT PROVIDE BLOCKING 4'-0" O.C. MAX. 2x STUD 16" O.C. 6"_ MAX. ROOF TRUSSES OR 2x RAFTERS ® 24" O.C. CONNECT W/(2) 16d MIN. COMMONS TOE -NAILED TO TOP PLATE SEE ROOF PLAN FOR REQ'D STRAP AT EACH MEMBER. SPH4 (TOP PLATE TO BEAM CONNECTOR) ® 16" O.C. TYP. LSTA24 (BM. TO STUD \-FLAT ARCH CONNECTOR) TOP PER PLAN NOTE: TRUSS TO PLATE ANCHOR, STUD TO TOP OR SILL PLATE ANCHORS, AND BOLTS TO SLAB NOT REQ'D AT INTERIOR BEARING WALLS NOTED FRAME OPNG. ON PLANS AS SUPPORTING GRAVITY PER PLAN LOADS ONLY (NO UPLIFT LOADS). (PROVIDE (2) CONNECTORS SPH4 (STUD TO BOTTOM FOR SPANS PLATE CONNECTOR) OVER 6' OR NUMBER TO MATCH AS NOTED) NUMBER OF STRAPS ABOVE OPENING `-1/2" DIA. EXP. BOLT (2 Y' MIN. EMBEDMENT) W/ 2" X Ya- THICK WASHER ® 24" O.C. (PLATE TO SLAB CONNECTOR) FRAME BRG. WALL TO SLAB CONNECTOR DETAIL EXT. WALL OR INT. BRG. WALL 7'-0" 7'-0" v TRUSS BOTTOM CHORDS ;4 CONT. PLATE FRAME WALL GABLE END FRAMING SCALE 1 /4" = 1'-O" FRAMING NOTES: t. DESIGN LOADS: WIND: 160 M.P.H. AT 3 SECOND BURST ROOF: 37 PSF (20 L.L./17 D.L.) 2. #2 OR BETTER 2x4 BLOCKING AT 4'-0" O.C. WITH 2 EA. 16d TOE NAILED EACH SIDE (DIAPHRAM AREA) 3• AT BLOCK/STRUCTURAL FRAME WALL CONNECTION, PROVIDE 1/2" DIA. COUNTERSUNK ANCHOR BOLTS W/ 2-1/4" MIN. EMBED. ® 24" O.C. VERT ® (2)2x4 P.T. VERT. 4. SEE FRAMING PLAN FOR PRECAST LINTELS TYPICAL 5. PERMANENT OR TEMPORARY BRACING OF TRUSSE'3 PER HIB91. ANY ADDITIONAL TRUSS BRACING; REQUIRED WILL BE DETERMINED BY TRUSS ENGINEER ON SIGNED AND SEALED TRUSS DIAGRAMS. 6. ALL HEIGHTS NOTED ON PLANS ARE MEASURED FROM TOP OF FINISH FLOOR (REF. ELEV. 0'-0") 7. ALL TRUSS TO TRUSS CONNECTORS TO BE SUPPLIED BY TRUSS MANUFACTURER. 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 9. OVERHANG IS 1'-4" UNLESS NOTED OTHERWISE WALL LEGEND INDICATES INT. BRG. HT. PER PLAN FI s e HT. PER SHE INDICATES •P • INDICATES BLOCK• INDICATES SECOND FLOOR EXT. FRAME WALLS W/ 2X4'S AT 16" O.C. PLAN REVIEW REVISIONS MASTER PLAN REVISION 5-5-17 to to rn c N o rn W co N LL ctw r < � 0 ❑ N m > O N LL J CL OO CO 0 n , 0 U W a) ry m 0wc�0 O?� In w Z O n = r> a w J w H PROJECT NO. 15-015-025 DATE DRAWN DRAWN BY 5-5-17 MCA WILSHIRE 1800 B2 LIVING 1800 SQFT GARAGE 384 SQFT LANAI 144 SQFT ENTRY 23SQFT TOTAL 2351 SQFT SHEET A 4mO ELECTRICAL LOAD CALCULATION 2074 &F. AT 3 VA 6.2 kVA 2 SMALL APPLICANCE CIRCUITS 15M VA EACH 3.0 kVA LAUNDRY CIRCUIT 1.5 kVA RAN6E 12.0 kVA i WATER HEATER 3.0 kVA DISHWASHER 1.5 kVA DISPOSAL L5 kVA DRYER 5.0 kVA SUBTOTAL 33.7 kVA FIRST 10 kVA AT 1007. 10BU kVA REMAINDER AT 40% 9.48 kVA TOTAL OF OTHER LOAD 19.48 kVA 10 kVA OF AC AT 40% 4.00 kVA TOTAL 23.48 kVA 23,480 VA DIVIDED BY 240 V 97.8 A POOL SUB PANEL 30.0 A TOTAL 127.8 A USE 150 AMP SERVICE 3 #1 CU THHN OR AL. EQUIVALENT 2" CONDUIT 150 30 CKT PANEL 150 M.C.B. 0 METER 2" RIGID C.H. SERVICE F.P.L. ((+���i}}��fRE--Z �J(1 ND.. SCHEMATIC ELECT/TR�I`CA}L MISER IM A !'^"t1 TY� �AGR 3r— VICE f FOR VA`VE €ECT COACH LT. COACH LT. PREWIRE PREPARE FIRST FLOOR ELECTRICAL PLAN SCALE 1/47 = 1`—{Y NOTE: CERAMIC TILE TO BE IN ACCORDANCE WITH 2014 F.R.C. R702.4 tit ®®® m SECOND FLOOR ELECTRICAL PLAN SCALE 1/4- = 1--0' € b�4 �.. �. ,. -•, i1 I i I r r � •; #ai ! r yar ELECTRICAL NOTES 3. ALL EXTERIOR OUTLETS SHALL BE WATER PROOF Gn E&W PROTECTION UNLESS NOTED onfamasE �t r r rr !. .+.. -.. iF In Lo CIT cx Lo 6 co O S f < ti- co ! / d ol 0 in CV CV Q LL L^y co O Q R f- Co Z La CM0 oo a Lu LU F— PROJECT NO. 15-015-025 DATE € PAVM 5-5-17 DRAVM! BY MCA WILSHIRE 1800 BB22 LIVING 1800 SQFT i GARAGE 384 SQFT LANAI 144 SOFT ENTRY 23 SQFT TOTAL 2:351 SQFT CUBIC VOLUME OF CONDITIONED SPACE _ 1 14,217.7 CUBIC FEET SHEET 3mm 3 #1 CU THHN OR AL. EQUIVALENT 2" CONDUIT ELECTRICAL LOAD CALCULATION 150 30 CKT 0 2074 S.F, AT 3 VA 6.2 kVA PANEL 2 SMALL APPLICANCE CIRCUITS UNDRY CIRCUIT 1500 VA EACH 3.0 kVA V METER 150 LANGE 11. k 2. 1 WATER HEATER 3.0 kVA M.C•B DISHWASHER 1.5 kVA DISPOSAL 1,5 kVA DRYER 5,0 kVA SUBTIITAL 33,7 kVA FIRST 10 kVA AT 1007 10.00 kVA 2» RIGID O.H. SERVICE F.P.L. REMAINDER AT 40% 9.48 kVA TOTAL OF OTHER LOAD 19.48 kVA 10 kVA OF AC AT 40% 4,00 kVA TOTAL 23,48 kVA /� NO. 4 CU. WIRE—�` 23,480 VA DIVIDED BY 240 V „97.8 A TO LIFER GRND. POOL SUB PANEL 30.0 A TOTAL 127.8`` A USE 150 AMP SERVICE SCHEMATIC ELECTRICAL RISER 'M " "" TO BACK SERVICE) - FOR JAVE ECT COACH LT. COACH LT. PREWIRE PREWIRE FIRST FLOOR ELECTRICAL PLAN SCALE 1/4" = l'—O" FEEDER 120/24OV-lPH-3W MAIN BREAKER MAIN LUG ONLY AMPS 15.0 AM BUS AMPS 200 A/C 22.000 INT A/C 65.000 CIRCUIT NO. CIRCUIT ID BRI< AMP WIRE SIZE A PHASE A PHASE WIRE SIZE BRK AMP CIRCUIT ID CIRCUIT NO. 1 A/C 40 8 6 60 HEAT 2 3 A/C 40 8 6 60 HEAT 4 5 DRYER 30 10 8 40 RANGE, 6 7 DRYER 30 10 8 40 RANGE 8 9 REFRIDG 20 12 12 20 WASHER 10 11 KITCHEN 20 12 12 20 BATH GFI 12 13 KITCHEN 20 12 14 15 BEDROOM ARC 14 18 H-W 30 10 14 15 BEDROOM ARC 16 17 H-W 30 10 14 15 GENERAL LITE 18 19 SPACE 14 15 BEDROOM- ARC 20 21 GENERAL LITE 15 14 14 15 WP/GARAGE GFI 22 23 DISHWASHER 20 12 14 15 GARAGE DOOR 24 25 14 15 GENERAL LITE 26 27 14 15 GENERAL LITE 28 29 30 31 32 33 • • 34 35 : 36 37 38 39 40 41 42 [W.�.JFkilill SECOND FLOOR ELECTRICAL PLAN SCALE 1 /4" = l'—O" LEGEND {� SURFACE MTD, CEILING FIXTURE '0- PENDANT FIXTURE RECESSED LIGHT LLk r WALL MTD, BRACKET B 72' A.F.F. FLUORESCENT FIXTURE I �I� FV WALL MTD. VANITY LIGHT EXHAUST FAN EXHAUST FAN W/ LIGHT EXTERIOR FLOODLIGHTS CEILING PADDLE FAN OR (PREWIRE R W/ LIGHT AS NOTED) Il J WALL MTD. SMOKE DETECTOR O CEILING MTD, SMOKE DETECTOR CEILING MTD. CARBON MONOXIDE DETECTOR -CEZY CHIMES CHIMES PUSH BUTTON TELEPHONE JACK TV CABLE TELEVISION JACK 110 V. DUPLEX RECEPTACLE 112 SWITCHED 110 V, DUPLEX RECEPTACLE 110 V. GFI DUPLEX RECEPTACLE 220 V. RECEPTACLE DEDICATED 220 V. OUTLET Q 110 V. JUNCTION BOX SWITCH @ 42' A.F.F. �— RHEOSTAT SWITCH @ 42' A.F.F. TP R TOUCH PAD FOR SECURITY SYSTEM Q CENTRAL VACUUM OUTLET LOCATION ELECTRICAL DISCONNECT ELECTRICAL NOTES 1. ALL BEDROOMS SHALL HAVE AFCI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE 2. ALL COUNTERTOP KITCHEN AND BATHROOM OUTLETS SHALL BE GFI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 3. ALL EXTERIOR OUTLETS SHALL BE WATER PROOF GFI CIRCUIT PROTECTION UNLESS NOTED OTHERWISE. 4. PROVIDE DISCONNECTS AT ALL APPLIANCES AND OTHER EQUIPMENT AS REQUIRED BY N.E.C. 5. IF NE BRANCH CIRCUITS ARE ADDED: A) ALL 120V, SINGLE PHASE, 15 & 20 A BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC —FAULT CIRCUIT INTERRUPTER COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT (NEC 210.12 (8)). B) TAMPER RESISTANT RECEPTACLES (NEC 406.11) ARE REQUIRED IN DWELUNG UNITS IN ALL AREAS AS SPECIFIED IN 2008 NEC 210.52, ALL 125V, 15 & 20A RECEPTACLES. NOTE: ELECTRICAL PLAN IS SCHEMATIC. ELECTRICIAN SHALL VERIFY THAT ALL ELECTRICAL INSTALLATIONS MEET APPLICABLE VERSION OF NATIONAL ELECTRICAL CODE AND 2010 F.B.C. m r CV (D 0) T W 0) w ct 00 x 00 Q LL N = w. C N J0OODD LL: co mQI`C /1 1 Q LL ( U W 1= co m U w N U Oj� )viz O M d W J W 1— PROJECT NO. 15-015-025 DATE DRAWN DRAWN BY 5-5-17 MCA WILSHIRE 1800 132 LIVING 1800 SQFT GARAGE 384 SQFT LANAI 144 SQFT ENTRY 23 SQFT TOTAL 2351 SQFT SHEET A 5mO FISHING TE CORFLASHER FLASFNNG TAPE SIDE C HECKRAIL FLASHING TAPE — — — - WINDOW BOTTOM SILL FU Sit 1. CUT THE WATER RESTIVE BARRIER (IC) - TER RESlSTIVE 6ARRtERE ! -f.1ST CUT I I i - T--if I I i I 1 TH CUT. I ! I i MAKE A C CUT UP I I I I FROM EACH TOP I I DTI I CORNER AT A 450 I I I I ANGLE TO ALLOW THE 1 I 450E I WATER BARRIER TO I I y TYP I I BE LAPPED OVER THE i I I I FIN AT THE HEAD OF I ! 2N ?I I I SHE VINDOVt I� -� -- L--j-----------J • ra a a• #` ... r#. . 5 ...# •. jr , C. t # r a, r,i •. # . # a 4 s # a • z# " • 16 #• # I F NoWw'cili r , a • � � # ra• # #.. a- a• a ► + l r i2 ROCS EDGE I `t ..----_....----.--------j I D (D GE I— — — — — — — — — — — — — — I I I RIDGE 4 i �J ItJ 2 2 g (Dfo I ZONE 1-USE $d RING SHANK NAILS A 6' O.C. ZONE 2-USE 8d RING SHANK NAILS ZONE 3 BD RING SHANK NAILS 4 Q 0 6' O.C. NAILING PATTERN FOR ROOF ROM SHAPE REPRESENTS TYPICAL ZONES ONLY. a aarv"aaev -I I 1 I I I I I I I I I I I t E i I F -- — -- ----- II 1I f� I fI i I W/ 1 I CONC. �L I I I I I I � LI I I IE — I EXTERIOR FRAME WALL TO CONC. BLOCK WALL CONNECTION EQUAL EQUAL 2x6 P.T 1/2' DIA L—BOLT � (81 LONG) W/ 2' WASHER AT 32' O.C. MAX, - GARAGE DOOR 1c,' OPENING ELEVATION GARAGE DOOR DETAIL INSTALL SIMPSON HTSAA16 W/ (8) 10d NAILS TO TRUSS ATTACH STRAP To LINTEL W/ (4) 1/4' x 2--1/4' TAPCOFIS ` s r ss's•. 1 /2` GYP, ..a # �a C �• .era • •ii , 3 1/2" MIN. CONC. SLAB (2500 PSI) W/ FIBER MESH OVER VAPOR BARRIER — OVER CLAN COMPACTED TERMITE TREATED FILL tiMTEL 2x4 STUDS BI SPACING PER PLANS i21iCAL. FILLED CELL -#5 BAR (2) 16d WALL 0 12' O.C. (2)Zx4 P.T. W/1/2" DIA. COUNTER BOLTS @ 24' O.C. VERT 2 L/4' MIN SENT YYITH 2' SQUARE x 1/8' THI HURRIfi,ANE WASHER Elk \\-(2) 10d 0 6' O.C. 3 1/4- DETAIL AT 90` CORNER 1 /2" GYP. BD. 2x4 P.T. BOTTOM PLATE NAILED TO SLAB W/ POWDER ACTUATED NAILS AT 12" O.C. STRUCTURAL NOTES: WOOD STRUCTURAL NOTES- 1. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR 1. ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS SHOWN 3 SEC. BURST PER ASCE 7-10/ 2014 FBI ON DETAILS. DAMAGED WOOD NOT TO BE USED. Z GROUP if WOOD IS SOUTHERN YELLOW PINE #2. 2. WINOOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO FIs=1200 PSI, E=1,600,000 PSI, M.C.=19% MAX.,TYP. THE 2014 FLORIDA BUILDING CODE_ PINE GROUP fit WOOD f DOUGLAS FIR -LARCH, SOUTHERN YELLOW 3. ALL FLOOR SLABS- TO BE OF 2500 PSI CONCRETE PLANT MIX PINE, HEM -FIR, OR SPRUCE -PINE -FIR. 4" THICK WITH FIBER MESH AND/OR 6 X 6-10/10 W.W.M. W/ MIN. 3. ROOF TRUSSES TO BE SET WITHIN 5" OF STUD LOCATED BELOW. 1" COVER ON 6 MIL POLY VAPOR FARRIER OVER 4. END JOINTS IN STRUCTURAL DOUBLE TOP PLATE SHALL BE COMPACTED CLEAN FILL OFFSET AT LEAST V. STRUCTURAL DOUBLE PLATES TO BE 4. FIBER MESH REINFORCEMENT: FIBERS SHALL BE 1 2- TO 3/4" NAILED AT 6" O.C. MAX. COLLATED POLYPROPYLENE FIBERS. REQUIRED DOSAGE RATE 5• EXT. SHEATHING ON WALLS TO BE MIN. 15/32" SHALL BE AS SPECIFIED BY THE MANUFACTURER. FIBERS SHALL BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S COX PLYWOOD. WALL NAIL PATTERN TO BE 6" O.C. RECOMMENDATIONS AND WITHIN TIME AS SPECIFIED IN "ASTM C94". W/ 10d NAILS UNLESS OTHERWISE NOTED. THE FIBERS SHALL COMPLY WITH ASTM DESIGNATION C1116 6. ALL STRUCTURAL LUMBER (EXCLUDING PREENG. WD. TRUSSES) TYPE 111 4.1.3 AND WITH APPLICABLE BUILDING CODES. TO BE 2 OR BETTER GROUP It. UNLESS OTHERWISE NOTED. CERTIFICATION OF COMPLIANCE SHALL BE MADE AVAILABLE ON REQUEST. STANDARD ACt 302 PROCEDURES FOR PLACING, 7. STRUCTURAL HEADER SIZES' SHOWN ON ROOF FRAMING PLAN FINISHING, AND CURING SHALL BE FOLLOWED WHEN USING ARE TO BE #2 OR BETTER, SPECIES GROUP It FIBER MESH CONCRETE. B. MAX_ 1" HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS. 5. CONCRETE MASONRY UNITS SHALL MEET ASTM C90. 9• STUDS TO BE DOUBLED AT EACH END OF SHEARWALL 6. MORTAR TO BE TYPE 'M' OR 'S`: GROUT TO BE 3000 PSI AS PER DRAWINGS. AT 28 DAYS. FOLLOW GROUT CONFINEMENT PROCEDURES 10. WHEN ANCHORING (2) WOOD ITEMS TOGETHER, THE LENGTH AS DEFINED IN ACI 53-99. fm = 1500 psi OF HURRICANE STRAP MUST BE EQUALLY HALF ON EA. ITEM. 11. NAIL PATTERNS: 8. REBAR TO BE SIZE #5 GRADE 40, CONT. TOP OF FILL CELLS AND -DOUBLE PLATE AT 12" O.C. OUTSIDE THE CHANGES OF DIRECTION WITH MINIMUM LAP OF 30". SPLICE ZONE (SEE NOTE #4). -DOUBLE STUD NAIL PATTERN AT 12" O_C. 9, OMIT --DOUBLE HEADER NAIL PATTERN AT 6' O.C. AT EA. EDGE, 12 O.C. INTERNALLY. 10. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF -HEADER TO STUB- 4" O.C. EA. HEADER MEMBER TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER -STUD TO TOP OR 130TTOM PLATE- (2)16d END ENCLOSED DETAILS. NAILED OR (2)16d TOE NAILED EA. SIDE 11. EPDXY ANCHOR ALTERNATE: -TALL INTERN HEADERS TO BE (2) 2x THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR WITH 1/2" FLITCH GLUED AND NAILED BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS. WITH 16d AT 8" O.C. STAGGERED. THE FOLLOWING CRITERIA MUST BE MET: ANCHOR SIZE CONC. HOLE SIZE 12_ ROOF SHEATHING TO BE MIN. 15/32" COX 1 /2" 3/4" MIN. HOLE DEPTH PLWOOD NAILED PER ROOF NAILING PATTERN 7 8 6" " DIAGRAM. 7" 3/4" 1� 13. ALL NAILING SPECIFIED TO BE APPLIED BY NAIL GUN AND/OR MANUALY. AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE ROVED PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 14. TRUSS BRACING PER TRUSS MFG. DRAWINGS, STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON 15.. AT ALL INTERIOR WALLS THAT ARE NOT LOAD BEARING, ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER METAL STUDS MAY BE SUBSTITUTED FOR WOOD STUDS. APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. 16. ANCHOR BOLTS 8" LONG x 1/2" DIA. WITH A 2" 12. MISSING DOWEL PLACEMENT: SQUARE X 1 /8' THICK HURRICANE WASHER EMBEDDED 5" NEW HOLE SHALL BE DRILLED 7/e TO 1" WIDE AND 10" DEEP. UNLESS NOTED OTHERWISE. AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE REMOVED PRIOR TO EPDXY INSTALLATION. THREADED ROD (MIN. A36 17. ALL EXTERIOR CEILING MATERIAL TO BE 1/2" MIN. EXTERIOR STEEL) AND REBAR TO BE FREE OF DIRT OR GREASE. LOAD ON GRADE GYP. BOARD OR 1/2- MIN. SOFFIT BOARD UNLESS NOTED ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. # # a 2X4 45` CROSS BRACING V/(2)16d NAILS AT EA. TRUSS WEB MEMBER 2x4 45' CRASS BRACING SCHEIga F SPAN BRACING RELI Ii GREATER TFNN 20 FT. SPACED C-V ELC. 10 FT. TO 20 FT. (3) PAIRS AT Ito LESS THAN 10 FT, POINTS (1) PAIR AT MIWPOINT 2x4 TRUSS BEnum CHORD DLKG. AT 4'-0' O.C. REFER TO FRMi. PLAN — PLYWOOD SHEATHING (2) 16d OVER WOOD TRUSSES COMMONS TOE )TAILED EA. SIDE CEMENTITIOUS FINISH ON METAL LATH 1aD BREAK (2) LAYERS 15# FELT a ' r.e r r FLASHING DETAIL AT ROOF FRAMING ON MASONRY a s s a a a r- r • #::# r 15/32' CDX PLYWOOD SWATHING �?x4 BLK i e 48' Q.C. (2) 16d COMMON NAILS AT EA. 2X4 LADDER FRAHM _ 2X4 STRt aBACK IF GABLE TRUSS IS TALLER THAN B'-V GABLE END TRUSS SET 3/4` FROM FACE CIF COW. BLOCK 15132' SHEATHING LIVER GABLE END TRUSS FASTEN WITH Bd NAILS AT 6' ELC• 2x4 'T' OR 'L' STRONGBACK AT CABLE VERTICAL. LONGER THAN 48' CONNECT WITH 12d NAILS AT I2' Or- - S HETA20 AT EACH TRUSS VERT WEB MEMBER (24' ET.C. MAX) 16d COMMON NAILS AT 6' LLC. T13 2x6 F.T. PLATE CEMENTITICOIS FINISH OVER FRAME CONSTRUCTIMN APPLIED 2 LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL OR I LAYER OVER AN APPROVED HOUSE WRAP. EXPANSMN JOINT" �ATI� C�E#LM�ENTITIOUS "E' IP:T. PLATE CUNT. V/ 1/2'x W ANCHORWILTS e 32' O.G. as o CID co w � cm ~ � II rl I co � M Q o s a Q Q tL N O -1Ofo`� E U � CV Z �D:CDU M CD oi U Q ti F- W (V O m (L w w 1•- SHEET v CORNER FLASHING TAPE CORNER FLASHING TAPE O FLASHING TAPE SIDE FLAS' TAPE FIN CORNER SIDE - FLASHIN TAPE WINDOW TOP -NAILING WINDOW B( 1. CUT THE WATER RESITIVE BARRIER (1C) wA! R RESISTTVE BARR-IER, "rt I _,-IST CUT I I 1 - T---� I 1 1 I I I� 4TH CUT, I I I 3RD I I MAKE A 6" CUT UP I I I FROM EACH TOP I I f CUTI I CORNER AT A 450 I ANGLE TO ALLOW THE I I i'��4TYP1 I BETL PPEDRIER OVERTTHE I I I 1 FIN AT THE HEAD OF `2ND_,�I I THE WINDOW. IO-- CUT- - I 2. FOLD THE WATER RESISTIVE BARRIER (11)). 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 BY 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 EACH 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. 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) OROOF EDGE 2O - - - - - - - - - - - - - - - - y/ O O I O ROOF q I EDGE - - - - - - - - - - - - - - I I OIO RIDGE 4 O I 1 2 2 O O 1 0 0 ZONE 1-USE 8d RING SHANK NAILS ® 6" O.C. O ZONE 2-USE 8d RING SHANK NAILS O ZONE 3-USE BD RING SHANK NAILS ® 6" G.G. ® 4" O.C. NAILING PATTERN FOR ROOF ROOF SHAPE REPRESENTS TYPICAL ZONES ONLY. EXTERIOR , I I I I I I I I 1 I I I I f O I I I I I I 1 I I I I I I L--- 1 II II I, 11 PER PLA I I I I I I CONC BLOCK I 1 I I Ij I I II jLriI I; JI - L----- EXTERIOR FRAME WALL TO COLIC. BLOCK WALL CONNECTION STRUCTURAL NOTES: REINFORCED/FILLED 1. WIND LOAD REQUIREMENTS AT 160 MPH PEAK WIND GUST FOR CONC. BLOCK CELL 3 SEC. BURST PER ASCE 7-10/ 2014 FBC. 1/2" DIA L-BOLT 2. WINDOWS, DOORS, AND GARAGE DOORS SHALL BE DESIGNED TO (8 LONG) W/ 2 THE 2014 FLORIDA BUILDING CODE. WASHER AT 3. ALL FLOOR SLABS TO BE OF 2500 PSI CONCRETE PLANT MIX 32" O.C. MAX. 2x6 P.T. 4" THICK WITH FIBER MESH AND/OR 6 X 6-10/10 W.W.M. W/ MIN. JAMB DETAIL T" COVER ON 6 MIL POLY VAPOR BARRIER OVER COMPACTED CLEAN FILL. 2x4 P.T. W/ CONC. 2x6 P.T. FROM SOT. of 4• FIBER MESH REINFORCEMENT: FIBERS SHALL BE 1/2" TO 3/4" COLLATED POLYPROPYLENE FIBERS. REQUIRED DOSAGE RATE NAILS AT 12 O.C. HDR. TO CLG. LINE i� 17�EQUAL EQUAL :x6 ..T. 1/2" DIA L-BOLT 2x N (8" LONG) W/ 2" P. ' WASHER AT z 32" O.C. MAX. M GARAGE DOOR OPENING N 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 6 ON REQUEST. STANDARD ACI 302 PROCEDURES FOR PLACING, T. 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 ELEVATION 8. REBAR TO BE SIZE #5 GRADE 40, CONT. TOP OF FILL CELLS AND GARAGE DOOR DETAIL CHANGES OF DIRECTION WITH MINIMUM LAP OF 30 9. OMIT INSTALL SIMPSON HTSM16 10. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF W/ (8) 10d NAILS TO TRUSS ATTACH TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER STRAP TO LINTEL W/ (4) 1/4" x 2-1/4" TAPCONS ENCLOSED DETAILS. 11. EPDXY ANCHOR ALTERNATE: THREADED ANCHOR ROD MAY BE USED IN LIEU OF ANCHOR PRE-ENGINEERED ROOF TRUSS CONCRETE LINTEL - BLOCK FILL WITH CONCRETE SEE PLANS FOR SIZE AND LOCATION ALTERNATE TRUSS ANCHOR DETAIL N.T.S. (4) 10d NAILS 2X BLKG. TOENAILED TO TOP RAIL & - BOTTOM BLKG. P.T. 2X6 W/ (3) 1/4- X 3' TAPCONS BETWEEN TRUSSES C BOLTS FOR USE AS PLATE ANCHORS OR HURRICANE ANCHORS. THE FOLLOWING CRITERIA MUST BE MET: ANCHOR SIZE CONC. HOLE SIZE 1/2" 3/4" MIN. HOLE DEPTH 5/8» 7/8" 6„ 3/4„ 1 » 7" 7/8 ' 1 1 /8" 8.. AFTER HOLE IS DRILLED ALL CONCRETE DUST MUST BE R?MOVED 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. 12. 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 CEMEN I I I IOUS COATING ON ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER LATH OVER 2 LAYERS 15# FELT APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE OVER 15/32" PLYWOOD OVER MIXED PER MFG. DIRECTIONS. GABLE END TRUSS GALV. MUAL FLASHING -0" 2X4 W/ 1/2" LAG SCREWS 6" O.C. FIBERGLASS SHINGLES OVER 15# FELT ON .15/32" CDX PLYWOOD (3) 10d NAILS 2X FASCIA W/ DRIP EDGE TOP OF BLOCK PER PLAN �- 2X4'S ® 16" O.C. - 1/2 EXT. SIMPSON HUS2 ® EACH JOIST, LEDGER BD. C( R❑❑F AT SLIDING GLASS DOOR DETAIL-2 STORY 2x4 STUDS ® SPACING NS IUI VERTICAL FILLED CELL W/ 1-#5 BAR (2) 16d WALL ® 12" O.C. -J (2)2x4 P.T. W/l/2" DIA. COUNTERSUNK BOLTS ® 24" 0>C. VERT 2 1/4" MIN EMBEDMENT WITH 2" SQUARE X 1/8" THICK HURRICANE WASHER LINTEL TOP OF SLAB DETAIL AT 90" CORNER WOOD STRUCTURAL NOTES: 1. ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS SHOWN ON DETAILS. DAMAGED WOOD NOT TO BE USED. 2. GROUP 11 WOOD IS SOUTHERN YELLOW PINE #2. Fb=1200 PSI, E=1,600,000 PSI, M.C.=19% 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 NOTED. & ALL STRUCTURAL LUMBER (EXCLUDING PREENG. WD. TRUSSES) TO BE #2 OR BETTER GROUP II, UNLESS OTHERWISE NOTED. 7. STRUCTURAL HEADER SIZES SHOWN ON ROOF FRAMING PLAN ARE TO BE #2 OR BETTER, SPECIES GROUP 11 8. MAX. 1" HOLE DRILLED INTO EXTERIOR STRUCTURAL STUDS. 9. STUDS TO t"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 WITH 1/2" FLITCH GLUED AND NAILED WITH 16d AT 8" O.C. STAGGERED. 12. ROOF SHEATHING TO BE MIN. 15/32" CDX 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 TOE NAIL (2) 16d EACH SIDE 15/32' CDX PLYWDI1D SHEATHING 2x4 TRUSS TOP CHORD 2x4 BLKG. @ 48' D.C. BLKG. @ 48' D.C. PRE-ENG. TRUSSES AT 24' O.C. (2) 16d COMMON NAILS AT EA. 2X4 LADDER FRAMING 2X4 45' CROSS BRACING W/(2)16d NAILS AT EA. I 2X4 STRONGBACK IF GABLE TRUSS IS TRUSS WEB MEMBER TALLER THAN-8'-0' 2x4 45' CROSS BRACING SCHEDULE SPAN BRACING REQ'D. GABLE END TRUSS SET 3/4' FROM FACE OF CONC. BLOCK GREATER THAN 20 FT. SPACED 4'-0' O.C. FT, FL (3) PAIRS AT 1/4 L H 1 LESS THAN 10 FT. POINTS (i) PAIR AT 15/32' SHEATHING OVER GABLE MIDPOINT END TRUSS FASTEN WITH 8d I NAILS AT 6' O.C. PLYWOOD SHEATHING 2x4 TRUSS BOTTOM OVER WOOD TRUSSES CHORD BLKG. AT I 2X4 'T' OR 'L' STRONGBACK AT GABLE 4'-0' O.C. REFER VERTICAL LONGER THAN 48' - CONNECT TO FRMG. PLAN I WITH 12d- NAILS AT 12' O.C. CEMENTITIOUS FINISH I SIMPSON HETA20 AT EACH TRUSS ON METAL LATH (2) 16d VERT WEB MEMBER (24' O.C. MAX) COMMONS TOE 16d COMMON BOND BREAK NAILED EA. SIDE I NAILS AT 6' O.C. TO 2x6 P.T. PLATE <2) LAYERS 15# CEMENTITIDUS FINISH OVER FRAME_ FELT CONSTRUCTIION APPLIED 2 LAYERS OF AN APPROVED 8x8 U-BLOCK TIE -BM. FILLED N WATER RESISTANT BARRIER MATERIAL W/ CDNC. & (1) #5 BAR CONT. OR I LAYER OVER AN APPROVED HOUSE MEMBRANE BRIDGE WRAP. FLASHING VERT. #5 BAR AT EA. REINF. EXPANSION JOINT AT CSE�1MENTITIOUS FILLE➢ CELL PER FDN. PLAN A LFX IF.l. PLATE CONT. W/ 1/2'x GABLE END SECTI❑N X-X 8' ANCHOR BOLTS FLASHING / CONTROL @ 32' O.C. JOINT STUCCO FINISH ON BLOCK FLASHING DETAIL AT RC ❑F FRAMING ON MASONRY C1' cf) �1 a ti WoQ) co coco W 0CID 2 0 4 F Lo Lo m � N o w (0 N ~ 0.) ti w (n Mct x w- Q LL N LL pN JD_�co Zr` CN Q LL 04 U 07> III F-7 co m 94 0< t` (n L0 O eM Q w J w F- SHEET WEN EmEAIR sh FLOM wvssS , NO � STRAPS ARE REQUER LFCFT LOAD REQ e PROVO, som lw WOES; 12a4 mAL !j S' F - ETAI i aY SRO i s / zeF d 3 't 3 i STUDS ALIGNED STUDS UNALIGNED BETWEEN FLOORS BETWEEN FLOORS 2—STY. INTERIOR BEADING WALL STRAPPING STRAPS AND LOUR ROT AT NT WALLS BAD tN ! A5 f:$a - 4 ALL 1 W NIWAR.S 5MLML 9E ONE OF THE FOtGDMID TYPES OR PRD4R.E OOZY (NO URNT Lf"D5) EIARVALENT LRAWMERITYr TTFE k HAKMMSS TWM A CIRCULM GROSS SECROI SVAL RAW AN COMM OAfETER OF AT LEAST 1 1/47 AM NOT GREATER THAN Y. F THE MAMWIL S NOT OROAAR. IT SHALL W* A PE TER DIMENSION OF AT LEAST 4' AND NOT GREATER TRAN a 114' Nlm A mumaum TRUSS SECTION OF DIMUMON OF 2 lf4' EDGES- SMALL MALE A wommu A RAC GF AN'. sa NT6E ALL w9si€ADS Z SHAM TE'ETNAM -PIE- TYPE & HAMBRANIS MM A PERIMETER ETER GRFA" TNAN S 9/4' SMALL HAZE A a FAIT OF BE S*AMING GRASPABLE PRICIER RECESS AREA ON BOTH SEWS OF BW PR(ffilE. WE POSTER BY MITE WAS THE RECESS STALL. OEM YRT M A DISTANCE OF V47 MEMORED VERDMKL.T FROM WE NMAL EAD THICKNESS TNIFST FELLOW OF WE PROFILE AND AENR:YE A DEPW OF AT LO43T 51W WARM T/A' WOW SHE NOESP POOM OF DE PEOPLE. MLAS REQUIRED GEPTOO SMALL CONTRUE FOR AT LEAST VC TO A LEVIEL THAT IS MDT BLESS IMAM 1 3/F BELOW* TOE TALLEST PORN" OF TfE PROFILE THE MINIMUM WDIH IF THE HAMMi ABOVE IF a THE RUcE% gvAL_ BE 1 1/4' TO A MAMW OF V4'. Ell�SMALL S SMHAVE A.. 0 MMIMU RADIUS F O.W`. Ed 002 AT P Or- AT o FIELD smos — wTATUFm BALUSTERS SWILL BUT RAPE OFEWOGS,' FROW RIC WALKIMIL SiAWACE TO TOE RAILING +E%RT WHICH ALLOW PA'STc E OF A SPHERE 4a N DMNLE{EW. s '' THE TNAANA$AR OPENUM AT I E OPEN WE OF A STWR, FM9ED 3Y A ,MISER,� � WEAD , aW BOFOOFO RCA, SiA9L. POT PALM PASSAGE OF A S W-E R" YN MAW ER. io TOTAL STAR RUN TREAD (MOT mml* r. 40P' Tm m MATS AT 3' O - AT r MHa .- AC T A G PLYK%&i aff ' R S€ATTI ffi6FS - STAGGER KA S Sfi®L PAM�- EDGES llf0 RUDE 11RUSS T -^-' MAIL (2)CA4 TO BOTRN OF "OR MORE 10 BE LESS N Z02 RffA) - / ITT ar fLNWWD am/ / z - / m STAIR L83MR - ®NH.T W FUM % ! Dam W/ (Yr10113AR_S AT ! OG. VAX � / i� T�RSNHFT " o n � / / CJJdAEGT rAtdaAff TO LLiT(!TR W/ ( c= ¢ TiESIDE E -Ao COMMEOGT PLYWDW MEER TO TREAD TOM (4)-Hd. WAILS pew < // Z152 tMPLAGE AT SIDES AND CEKWR GTE STANS WITH 210 x / SPACER AT SIDE WALLS - SPAER TO EAe2t SAID i TRT H $zp fad C&AIDNS / / 33F4. P.T. LUCK PLATE Ftu+'EEfr TO SJ 4j2' E:�. cr m. Ammmum t RE1011sm w Die LAW TYP. STAIR SECTION Fir AWLS AT .r 2G n._. a S-.i. PIA 243 73G RiN M. t ��. z STUDS NAUGWEIi BETWEEN FLOORS AS WELL AS STUDS UNALIGNED W/ FLOOR TRUSS OR NO RAIL BD_ PRESESNT C 47Pi Gkjs 24. FOP RAE - 0081LOCT 70 FLOM 'RUSS W/ (S) tbd MALE PROADE1 At RAILS AT r QC EILC $EAB*LG MARNO PATTEM (2) RDRS AT OIL RA' RAIL. (1) ROW AT 2e4 BOTTOM RML- CONGULAO 9S 2A4 HOT RAL CORRECT TO FLOOR TRUSS Wf (4) TdC NAILS (2%4 P.T, IF N CONTACT W1 ALTERNATE FLOOR TRUSS END RAILS Ed NA&S AS 3' O.G. AT SiEAi,,XGs EDGES - �{ l l H H H H 11 tt 11 W H II tl H 11 it II H 11 H yt If li 11 I� (;t tl 11 1 H H 11 11 :1 1 h H 11 11 it it H 14 It it I1 t 1 1 I i k�t I'1 I"t mrSium'EF w AT FACli SRO TO TW PLATE- L 2c SRXYS AT 1B' at NO STRAP Rem,1, AT 11 SRO 70 FL.At-r !F It SiEA5494 COKITx R3 It BOTMA OF FLOOR -,USS, 11 _ FLOW WEE, AT BLOCKING R�Ri RM a. At As SHEATHING EDGES ad NAES AT Y 0.G MR7 AT " AM BOTTUM RSA OE OR MISS O96'fi) EXT. WALL SHEATHING DETAIL AT 2—STY. Tamum MAKING PATRONS AS MOOED FOR SWATHING. TO ACT AS LOAD COW R WP FLUORTRUSSES WALL STLR}5 AMD F2e%iO TRVSaES PLAN HIM ME M J.Am;' STRAPS elm} Y C GAGE Emo -Lam GitrAE]Lt EDGE 3L 2NN �AIffR Mj IN43 :+AP ABO£ P.ATE — 2m OR 241 PN SCART(S) $Zs SWSCM cowoEclimci HODS MrZ TO come, sm WALL - MAIL TO FACE OF GAMF END SHINUE SIDE VIEW TRUSS SHINGLE NAILING DETAIL GABLE TRUSS GABLE TRUSS SIDE ELEV. END ELEV. 2ND STY. FORMER HOLD—DOWN DETAIL FA%TA TO WE ALLAW, TAFR 2z6 —2F4 D ITHIMM B;MG AT 24' !K CONTINUOUS ADMISS TSF (2) RMffi DAYS CAId.K TO EALTi BOTTOM cuum W/ (4) IN MAIILS GABLE END FLOOR TRUSS DETAIL LW OC S4dF (2) STRAPS EACH SEE V%3 (4) OR AfRAE TRgfSEES AL%8i O'SNiG smowm SSTu.A-SLRAP AT K. MM SIM TO wad BU / BLOCIONG FOR apammm > 5-O` iD LAYERS 15#t FELT MEMBRANE BRIDGE FLASHING FLASHING f CONTROL JOINT i, • r. V R, 2a4 OR 2>N MU IM MNR. FIR. TRUSSES - commwr (' LIMITS FLASHING DETAIL_ AT FLOOR FRAMING 1 LHi . STUDS OF MEts > S-0° C01G max E r.. NAIL !O 'MEFA2aP' STRAP AF E#4N FLOOR TRUSS am Oi 2e O.0 AT GA$ff € 0 MISS 2—STY. EXT. FRAME WALL CONNECTOR DETAIL ONMASONRY Pie .Sd %e".iF£SfOu`d zw EDGEv%ER STROW AT rMH oe FASCIA /Refit SEE FLOW FUN /— R-Sa INSULATION WOM BASE 4' M&:. uiI ..^-alias z. m-AR tassa Ftii} wmi A. OR s 9s,:90 VAIN DSFR �T$Cr iSEA4 OFAW'AL'1EB TERAKTPAN3E n$R k51 'SL tl $ `_ + .: ek4E i BfiR O PNII 1a foolod; MOTOR FALEdX CaL AS Lor4 ETD PER FiAR6uATNC PLAN - T'- -f S M EDGE FOOTING PER FOUNIMOBEIN FILM TYPICAL EXT_ 2—STORY WALL SECTION 9dUE //Y - Y-6 T G co cY`naa�q 4 � { Tom` - ✓ N Q 63 T w N 1 ij1J$ U 2] Q�� J < AJ- 00 > (� cli P ryI q 0 to � r Z J uJ 03 C) Ly Ci 0 O Q Lu c? 0 Z N 0 Lu -1 w SHEET ."; T � 3 4 I 'SPH4' A CH O TO Ir STUD SS / 2x4 WHEN EXTERIOR S FLOOR TRUSS. NO BE STRAPS ARE REQUIRI UPLIFT LOAD REGI PROVIDE SIMPSON 'MI TRUSS / 2X4 RAII SIMPSON 'HETM STUDS ALIGNED STUDS UNALIGNED BETWEEN FLOORS BETWEEN FLOORS 2—STY. INTERIOR BEARING WALL STRAPPING STRAPS AND BOLTS NOT REWIRED AT INTERIOR BEARING WALLS NOTED ON PUNS AS SUPPORTING GRAVITY LOADS ALL REWIRED HANDRAILS SHALL BE ONE OF THE FOLLOWING TYPES OR PROVIDE ONLY (NO UPLIFT LOADS) EQUIVALENT GRASPADILITY: TYPE I: HANDRAILS NTH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1 Ile AND NOT GREATER THAN r. IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4' AND NOT GREATER THAN 6 1/4- NTH A MAXIMUM CROSS SECTION OF DIMENSION OF 2. 1/4-. EDGES NOTE: EAIHING EXTENDS TO BOTTOM OF XING FLOOR STUD TO FLOOR TRUSS D. SHEATHING I IREMENT. AT IN S12' 1ST FLOOR AT FRAME WAL T' AT BLOCK TO LOCATIONS. STUDS UNALIGNED BETWEEN FLOORS AS WELL AS STUDS UNALIGNED W/ FLOOR TRUSS OR NO RAIL BD. PRESESNT CONTINUOUS 2.6 TOP RAIL - CONNECT TO FLOOR TRUSS W/ (6) 1M NAILS --� PROVIDE Bd NAILS AT 3' O.C. EXT. SHEATHING NAILING PATTERN (2) ROWS AT 2X6 TOP RAIL (1) ROW. AT 2x4 BOTTOM RAIL CONTINUOUS 2x4 BUT. RAIL - CONNECT TO FLOOR TRUSS W/ (4) 16d NAILS (2X4 P.T.IF IN CONTACT W/ G CON ALTERNATE FLOOD TRUSS END RAILS AT IN UEU OF 2X4 BLOODING 8TWN. RAILS AS PART OF FLOOR TRUSS END CONST. ROOF TRUSSES OR 2. RAFTERS AT 24' O.C. - CONNECT W/ (2)16dMIN. COMMONS TOE -NAKED TO TOP PLATE — SHALL HAVE A MINIMUM RADIUS OF 0.01'. TYPE II: HANDRAILS WITH A PERIMETER GREATER THAN 6 1/4' SHALL HAVE A GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEON WITHIN A DISTANCE OF 3/4' MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/16' WITHIN T/8' BELOW THE WIDEST PORTION OF THE PROFILE THIS RECURRED DEPTH SHALL CONTINUE FOR AT LEAST 3/6' TO A LEVEL THAT IS NOT LESS MAN 1 3/4' BELOW ME TALLEST PORTION OF ME PROFILE ME MINIMUM WIDTH OF THE HANDRAIL ABOVE i p w SMALL AAA lE�E 7H ALL N-- FADE OF THE SHEATHING BY MORE THAT THE NARNEAD THICKNESS _-J -- ----� -- - ---- I I I I 1 I I I I I I - __LL-_- 11----J • • • • • -- SIMPSON 'SP14' AT EACH STUD TO TOP PLATE - -- -• ,. ,• --IT----TI--- ME RECESS. SHALL BE 1 1/4' TO A MAXIMUM OF 2 3/4'. EDGES SHALL HAVE A I I I I MINIMU RADIUS OF 0.01'. Bd VIALS AT 8' O.C. AT FIELD SOLIDS I•I '•' OPENING LIMITATION 2.4CONTINUOUS BALUSTERS ALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO ME RAILING SHALL ,I BLf%XO NO ON EDGE OR HEIGHT RICH ALLOW PASSAGE OF A SPHERE 4' N DIAMETER. x I I 11 ti FLAT - ALIGN NM EDGE I•I 1'I ( EXT. -WALL MEN E TRIANGULAR OPENINGS AT THE OPSIDE OF A STAR. FORMED BY A RISER. . (LOCATE AT MID -OF TREAD AND BOTTOM RAIL SHALL NOT ALLOW PASSAGE OF A SPHERE 6' IN DIAMETER. HT. W/ NO SHEATHING) - I I I I ti II II TOTAL STAIR RUN m I I I I MINIMUM TREAD (NOT INCLUDING NOSING) = 10' WIDE Btl VIALS AT 3' O.C. AT 1.1 1•I 11 EDS 1' NOSING %7 T k G PLYWOOD SUBFIAOR STTAGGGGER NARTHING BI H. I I I I 2x STUDS AT 1X10 MIN 4 FLOOR TRUSS 1' NOSING NAIL (2)2X4 TO BOTTOM OF FLOOR TRUSS it OR LESS N 2X72 TREAD / n DEPTH W PLYWOOD RISERa8 / x STAIR CONNECTTO // TRUSS W (4mffR )-10d NAILS AT C O.CR� OR EQUIVALENT n � a IS // CONNECT CARRIAGE TO LEDGER N I W/ (2)-tOd TOE-NALED 2 ,7. COMI S STAGGERED EACH SIDE K // / a CONNECT RISER TO (4)-O TREAD WITH (4)-8d NAILS NTH 2X12 CARRIAGE AT SIDES AND CENTER OF STARS NM 2X6 / SPACER AT SIDE WALLS - Z / CONNECT SPACER TO EACH S� NTH (2) 10d COMMONS ..�2X4 P.T. KICK PLATE TYP. STAIR SECTI PANEL EDGES LI II I•I 16' O.C. —� II II NO STRAP REQUIRED AT I I 11 l STUD TO PLATE IF I•I SHEATHING CONTINUOUS TO 8d NAILS AT 3' O.C. I ( I I BOTTOM OF FLOOR TRUSS HORIZ. AT 2x SILL PLATE I•I II - .J----L•L. _--L•I--•--J I.1 II L-- FLOOR TRUSSES AT ------------------ -- 24' D.C. 2.4 BLOODING BTWN. - - T.-T•--TT-- •-•--•TT •-•T -- RNA BD. AT ALL SIHU7RNNC EDGES NG BTWN. 1.11 I' I 1- I I I ---BRIM o`KATALL --1 --il- ---il- 1 -- SHEATHING EDGES PROVIDE DOUBLE ROW OF 8d NAILS M NAILS AT r O.C. HORIL AT TOP AND BOTTOM RIM AT ALTERNATE CONT. 2X8 TOP RAIL BD. OR TRUSS CHORD 110. NAILING TO FLOOR IT BLKG. Elm. RAILS EXT. WALL SHEATHING DETAIL AT 2—STY. REQUIRED NAILING PATTERN AS NOTED FOR SHEATHING TO ACT AS UPLIFT LOAD CONMECIOR BETWEEN WALL STUDS AND FLOOR TRUSSES CONIC. BLOCK EXT. OR CH PLATE INDICATES GABLE END FLOOR TRUSS PLAN BLOCK WALL (z) sNw50N CONNEC'HETA20' STRAPS TING GABLE ENO MUSS TO eLoa WALL SIMPSON '157A36' STRAPS INECTNG 2NO STORY CORNER TUDS TO GABLE END FLOOR TRUSS -LOCATE 1 lf" FROM CORNER EDGE - 2x4 CORNER WALL STUDS I -24- H. 2.4 SPACER W/ NO GAP ABOVE WALL SILL PLATE — ALIGN STRAP N CENTER OF STUD DO NOT PUCE STRAP JOINT BTWN. STUDS - ALIGN SOLID BLXG. BELOW (2) SIMPSON-LSTA36' STRAPS OVER EXTERIOR SHEATHING ONNECTING 2ND STORY COINER STUDS TO GABLE END FLOOR TRUSS - PROVIDE SOLID BLOCKING FOR STRAP NAILING - - 2.4 OR 20 RIM BOARD(S) PROVIDE SOIL BLACKING 8TWN. AT COMERS — (-HErA2Ir STRAPS 2) SIMPSON FLOOR TRUSS TO GONG. BILK. WALL - NAIL TO INSIDE FACE OF GABLE END FLOOR TRUSS BLOCK WALL GABLE TRUSS I I GABLE TRUSS SIDE ELEV. END ELEV. 2ND STY. CORNER HOLD—DOWN DETAIL —2X4 DIAPMiAM BLKG. AT 24' O.C. CONTINUOUS ACROSS 1ST (2) TRUSS BAYS CONNECT TO EACH BOTTOM CHORD W/ (4) 10d NAILS —� SIMPSON 'HETA20' STRAP AT 24 O.C. PROVIDE SOLD 2x4 BL(G. BTWN. TOP / BOT. CHORDS WHERE STRAP DOTS NOT ALIGN WITH TRUSS VERTICAL GABLE END FLOOR TRUSS DETAIL 1 I I I SEE ROOF PLAN FOR RED'D STRAP AT EA MEMBER REFER TO HEADER SCHEDULE FOR SIZES SIMPSON 'SPH4' AT 16' O.C. ACROSS HEADER SPAN SIMPSON 'LSTA24' STRAP AT HEADER STUD TO BEAU (2) STRAPS UCH SIDE NM (4) OR MORE TRUSSES ACROSS OPENING SIMPSON 'LSTA24' STRAP AT HEADER STUD TO RIM BD. / BLOCKING FOR OPENINGS > 5'-0' 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 LINE SHINGLE SIDE VIEW I FLOOR TRUSS SHINGLE NAILING DETAIL FASCIA TO BE ALUM. OVER 2 X 6 15/32' PLYWOOD SHEATHING OVER WOOD TRUSSES CEMENTITIOUS COATING ON METAL LATH (2) LAYERS 15# FELT MEMBRANE BRIDGE FLASHING FLASHING / CONTROL JOINT CEMENTITIOUS COATING ON BLOCK ZX4 OR 2X6 RIM BD. BTWN. FUR. TRUSSES - CONNECT TO TRUSS w/(4)Ied NAILS FLASHING DETAIL AT FLOOR FRAMING 4 P.T. RIVE BD. BTWN. FTR TRUSSES - CONNECT TO TRUSS W/ (4)16d NAILS DEL 2.4 SOLD BLOCING BROW HEADER STUDS OF OPENINGS > 5'-0' SIMPSON THETA2fr STRAP AT EACH FLOOR TRUSS END OR 24' O.C. AT GABLE END MUM 2—STY. EXT. FRAME WALL CONNECTOR DETAIL El MASONRY HIGH WIND OR STEEP SLOPE N.T.S. FIBERGLASS SHINGLES OVER 15i FELT (2' SIDE LAP. C END LAP AND CAP NAILS AT 12' ON CENTER EDGE Zr ON CENTER FIELD) ON 12 15/32' O.S.B. SHEATHING AND PER PRE-ENGINEERED WOOD ROOF TRUSSES AT ELEV. F- 24' ON CENTER MAXIMUM ( SEE ROOF NAILING PATTERN. DETAIL FOR SHEATING) (SEE SHINGLE NNUNG DETAIL FOR SHINGLES)- METAL OR DRIP EDGE OVER HURRICANE STRAP AT EACH TRUSS SEE ROOF PLAN ,—a-30 wsuunaM DIAPHRAGM AREA FASTEN WITH 5d NAILS AT- 4' ON CENTER FIELD AREA AT r ON CENTER X— 1/r GYPSUM BOARD CONTINUOUS 2 X 4 DOUBLE TOP PLATE WITH SIMPSON SPH4 AT EACH STUD CONTINUOUS ALUMINUM VENTED SOFFIT —CONTINUOUS 2 X 4 SOLID WALL BLOCKING ON EDGE OR FLAT AT SHEATHING JOINT. NAILS ARE PERMITTED TO PENETRATE 2' X 4' BLOCKING SET ON EDGE. -- ---- R-11 MINIMUM INSULATION REFER TO ENERGY CALCULATIONS FOR REQUIRED INSULATION. CEMENTITIOUS COATING ON UM OVER (2) LAYERS 15f FELT OVER 15/32' COX PLYWOOD SHEATHING SEE DETAIL FOR RECURRED NAILING PATTERN 2 X 4 STUDS O 76' ON CENTER 71NUOUS 2 X 4 BOTTOM PLATE /TTREAIED. TINUOUS 2 X 4 TOP MID BOTTOM RAIL NECTED TO FLOOR TRUSS WITH (4) 16d S BOTTOM RAIL TO BE 2 X 4 PRESSURE ' TONGUE AND GROOVE PLYWOOD FLOOR, ED AND GuhD WITH Bd NAILS O 1r ON TER IN FIE D AND 6' ON CENTER AT EL EDGES ENGINEERED FLOOR TRUSSES O 24' ON CENTER MAXIMUM. PROVIDE DRAFT STOPPING TO SEPARATE CEILING AREAS NO GREATEN THAN 500S.F. PER 2004 FLORIDA BLI-DING CODE 23052 ON CENTER FIELD AREA AT r ON CENTER X— 1/2"GYPSUM BOARD SIMPSON t1EGA20 AT EACH FLOOR TRUSS FILL ALL NOES WITH 1-1/2- AT X NAILS. TRUSS VERTICAL 24 PARALLEL WALL-STSIRAP AT EACH MUSS VERTICAL (24' ON CENTER MAXIMUM) �CONTINUOUS GALVANIZED METAL WEEP SCREED 8 X 8 X 16 CONCRETE KNOCKOUT BLOCK TOP COURSE FILLEDCONTINUOUS NM CONCRETE AND (1) fi BAR CONTINUOUS ONE 05 BAR DOWEL IIED TO #5 BAR DOWEL AND TOP COURSE REBAR AT EACH REINFORCED CONCRETE FILLED CELL AS LOCATED PER FOUNDATION PLANS `— R-4.1 MINIMUM INSULATION REFER TO ENERGY CALCULATIONS FOR REWIRED INSULATION. �1/2' GYPSUM BOARD ON 1 X 2 MINIMUM PRESSURE TREATED FURRING O 16' ON CENTER /--�—CTI�TE BLOCK TINC OVER B % B X IB CONWOW BASE 4 MINIMUM CONCRETE SLAB (2500 PS) WITH 4' PMERMESH OR 6 X 6 10/10 WWM OVER VAPOR BARRIER NM CLEAN COMPACTED IN TERMITE TREATED FILL FINAL GRADE m 'i • 4 z .: . :•' ONE g BAR DOWEL TIED TO FOOTING REBAR AT EACH REINFORCED FILLED CELL AS LOCATED PER FOUNDATION PLAN. MINIMUM MONOLITHC SLAB EDGE FOOTING PER FOUNDATION PLAN TYPICAL EXT. 2— STORY WALL SECTION SCALE 1/r 1'-0" PLAN REVIEW REVISIONS MASTER PLAN REVISION \ 5-5-17 '�1 V O v r��' J O n ) wQ,,qc� �co � co (� w q co c) Lo p r N Cl p co (p (V G� m — I-- 7 o ctM T w Q Ll OD 0 0 N p N J z p r m O C /I1 N QLJimU W (O m U N U 0< Lu Lo 0 d co W J W F- SHEET A 6ml PLAN REVIEW 1 W.C. W3 12 W,3412 WC 24 W24 00 W24 300 30 ° MICRO 30 ° 0 0 k48BBC °F-1 ° BBc c5/ 24 RNG REF. KIT. AT RNG. /REF. WALL MTD. LT. \ M C. I AV i FILLER . RM. ° o VBTD WALL MTD. LT. C \-- FI LLER 2n d FLR. DW KIT. AT SINK VANITY L� Q co u Grn T KIT. AT ISLAND `°' ^' ' MTD. LT. yj M. BATH VANITY SOAP DISH ECESS CENTER ON WALL TYP. SOAP DISH RECESS LOCATION NOTES: 1 rl w BATHROOM TOWEL BARS AT 54" A.F.F. BOTTOM OF MEDICINE CABINETS AT 54" A.F.F. TOP OF BATHROOM SHOWER TILE AT 7'-0" A.F.F. 4. SHOWER HEADS AT 6'-8" A.F.F. SECOND FLOOR PLAN SCALE 3/8" = l'-0" MASTER PLAN REVISION 5-5-17 R w cyD q Lq co Q4 lz , co 2, wq� �w to �- N p p p N w go, ~ � w M X _ w �au-N _ � p N J C.)E ^ ZOj°�°N QL-rnU 'w--m () U cco, U OQh U (o Z LO O M a w J w PROJECT NO. 15-015-025 DATE DRAWN DRAWN BY 5-5-17 MCA WILSHIRE 1800 B2 LIVING 1800 SQFT GARAGE 384 SQFT LANAI 144 SQFT ENTRY 23 SQFT TOTAL 2351 SQFT SHEET A 7mO i HVAC PLAN SCALE 1/4• - V-0• S AIM Gt14" n� �r li{�,.it{${/t1a t" Ty NA?h q gay jr�— iii-Lfl`' !14i AVE arTvxr7[M6t ilUf.7atR Xf3i7'"tir * '� + �..{ r•'+ti, ✓' F#;*%'U&- rk-kMnS rhN •-LAe ki•6tV4 .� �' d _} +,/� F^••+•`p - .�,���, �.�- " �,rrt�t\'Yi�F L. %_ �M i4� '4 ; 'p �.-�Ff er � • AII'/»�46: .ii{li.{9�• uC '— .�c-;,ter-,�.r txa�•: ��± 8X8 f 9•�r\I 20 g1/ fI 1 PE-TU #RILL EXH FAN c;X6 8X8 L —T . _ R� C1 a),I 10X10 12 R/A OYM �! 1 — E _ J�� 110 Heatino System Coiino System -- Type: Air Source Heat Pump Ar Source Heat Pump Model: C H 14 N B042*0**A* C114 N B042*0**A* Indoor Model: F54CNP048L Brand: CARRIER AIR CONDITIONING CARRIER AIR CONDITIONING Description: Air Source Heat Pump Ac Source Heat Pump Efficiency: 8.2 HSPF 14 SEER Sound: 0 0 Capacity: 41,000 Btuh 40.000 Stuh Sensible Capacity Na 30.000 Btuh Latent Capacity: Na 10.000 Btuh AHRI Reference No.: n/a 9162731 AIR HANDLER DETAIL EXH FAN 11OX10 104 RYER VENT 1OX10 `t 12X12 I R/A 7rLJ [P 8X8 ✓C'ai7 REF. LINES • RUN FLOOR ------ _-_-_ TRUSSES r tOX10 iZ-,-4 6 LO �J Nz �1 O v1 cn, w�to wow 44 00 �qrn�� LO {n rn N O m r- VJ W � N MX x Q W N �? m0°o(0 Z Q LL 0) O W 1.—:com U Of N U OQh LUI—W "' O N M d W J W F- ' PROJECT NO. 15-015-025 DATE DRAWN DRAWN BY 5-5-17 MCA WILSHIRE 1800 B2 LIVING 1800 SQFT GARAGE 384 SOFT LANAI 144 SQFT ENTRY 23SQFT TOTAL 2351SQFT SHEET ri k "s ", tal