Loading...
HomeMy WebLinkAboutApproved PlansI 1'1Y Copy TABLE R301.2(l) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW WIND DESIGN SEISMIC DESIGN r SUBJECT TO DAMAGE FROM WINTER DESIGN ICE BARRIER UNDERLAYMENT FLOOD HAZARDSp AIR FREEZING MEAN ANNUAL Speeds Topographic Weatheringe Frostline° Termite' LOAD (mph) effactsk (NA) CATEGORY depth TEMP` REQUIRED' 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 c 0.0479 kPa, 1 mile per hour = 0.447 m/s. a. Weathering is "neglible" for concrete as determined 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. W nd speed shall be from the basic wind speed map [Figure R301.2(4)]. Wind exposure category shall be determined on a site -specific basis in accordance with Section R301.2.1 4. e. The outdone design dry-bulb temperature be selected from the columns of theFloridag ry P 971@-percent values for winterfrom Appendix D of F Budding Code, Plumbing. Deviations from the Appendix D temperatures shall be permitted to reffect 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 data 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 = 2,353-3 SQ. FT. VENTILATION AREA REQUIRED = 2,179.6 SQ. FT. / 150 (F.B.C. R806.2) = 14.53 So. FT. PARAMETERS: LINEAR FEET OF 16" WIDE SOFFIT = 137.0% 12" WIDE SOFFIT = 45.3% 8" WIDE SOFFIT = 64.8' SQUARE FOOTAGE OF SOFFIT = (137.0' X 1-33') + (45.3' X 1.0') + (64.8' X .67') = 270,9 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 = 270.9 SO. FT. X 11.74 SQ- IN. / SQ. FT. X 1 SO. FT. / 144 SQ. IN. = 22.09 SQ. FT. CONCLUSION: VENTILATION PROVIDED = 22.09 SQ. FT. > VENTILATION REQUIRED = 14.53 SO. FT., THEREFORE SOFFIT VENTILATION IS ADEQUATE REVISION PRODUCT APPROVAL SUBMITTAL AFFIDAVIT BUILDING PERMIT: BUILDING ADDRESS: ST. LUCIE COUNTY, FLORIDA 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 DESIGN APPROVAL PRESSURES 3068 FIBER -CLASSIC HEAD: 1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS, 3" & 6" FROM MULLION. JAMBS: W/ SDLT. EXTERIOR SWING DOOR SMOOTH STAR THERMA-TRU 3/16" TEMPERED 1/4" X 3-3/4" TAPCONS SPACED 3" FROM CORNERS,14" O.C. MAX. SILL: 1/4" DIA. X 2-1/4" FL15225.5 +40.0 - 40.0 PSF TAPCONS SPACED 3" FROM CORNERS, 3" & 6" 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 «>> WASHER HEAD ONE PER BRACKET - (5) BRACKETS TOTAL PER VERTICAL STEEL TRACK FL9174.6 +39.2 -43.7 PSF ALL ANCHORS ARE 3/16" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) 8068 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) Q.C. MAX. SILL: SPACED 6" FROM CORNERS,17" O.C. MAX. O Q WINDOW REVISION SH 185 MI WINDOWS AND DOORS 1/8" ANNEALED L A RS /16" IA. TA S (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) PROVIDE LADDER REINFORCING & WALL TIES AT ALTERNATE LAYERS, PROVIDE (2) 1/4" DIA. GLASS BLOCK 8"x8"x4" MULIA, INC. TAPCONS AT EACH WALL TIE WITH 1-1/4" MIN. EMBEDMENT NOA 42-950#.I�#- +/- 90.0 PSF (MIN) tAc,(T' !S-o�ii�. Iv 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) 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) 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) ALL ANCHORS ARE #10 WOOD SCREWS (1-1/4" MIN. EMBEDMENT) 0 FIXED GLASS FIXED 185 MI WINDOWS AND DOORS 1/8" ANNEALED ANCHORS 6" FROM CORNERS, HEAD& SILL: 18" O.C. MAX., JAMBS: 18" O.C. MAX. FL15349.1 +/- 60.0 PSF (MIN) GALV. ROOFING NAILS, 11 OR 12 GA., WITH AT LEAST 3/8" DIA. HEADS, LONG ENOUGH TO ASPHALT SHINGLES CAMBRIDGE AR IKO INDUSTRIES, LTD. «>> PENETRATE THROUGH PLYWOOD. USE 4 NAILS PER SHINGLE PLACED 6-1/8" ABOVE BUTT FL1956.3 EDGE, APPROX. 1" & 13" FROM EACH END & 1/2" ABOVE EACH CUTOUT. AMERICAN CONSTRUCTION PROVIDE T-NAILS AT 12" O.C. IN F-CHANNEL SLOT ON MASONRY, PROVIDE TRIM NAILS EXTERIOR SOFFIT ALUMINUM SOFFIT MATERIALS « >> ATTACHED THROUGH FASCIA AT 16" O.C. FL12019 +/- 50.0 PSF (MIN) HURRICANE SHUTTERS "SAFETY EDGE" TOWN & COUNTRY METHOD OF ATTACHMENT: DIRECT MOUNT STORM PANELS INDUSTRIES INC. ' «>> ALL ANCHORS ARE 1/4" DIA. TAPCONS (1-1/4" MIN. EMBEDMENT) FL 12856 +/-54.0 PSF (MIN) 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" I have reviewed the above product approval information and approved it. Name: ��tt� I ��� f Signature- / Certification Number: Q Date: `I. //tea % rZ DRAWING INDEX CVR A-1.0 A-2.0 A-3.0 A-4.0 A-5.0 A-6.0 A-6.1 A-6.2 A-7.0 A-8.0 INDEX / PROJECT INFORMATION FOUNDATION PLAN FLOOR PLAN BUILDING ELEVATIONS ROOF / FRAMING PLAN ELECTRICAL PLAN WALL SECTIONS / NOTES WALL SECTIONS / NOTES WALL SECTIONS / NOTES INTERIOR ELEVATIONS HVAC PLAN COMPONENTS AND CLADDING WIND PRESSURES PER 2014 FLORIDA BUILDING CODE USING INTERIOR ZONE COEFFICIENTS AREA OF OPENINGS (SO. 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 (SQ. 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' OVERHANG:1.33 FT X OPEN 160 MPH X ROOF PITCH: 6 /12 COMPONENTS AND CLADDING WIND PRESSURES: ROOF DEAD LOAD: (SHINGLES) 17 PSF (TILE) SHUTTERS: YES X NO IMPACT RESISTANT ASSEMBLY: YES NO X PARTIALLY ENCLOSED 170 MPH TERMITE TREATMENT REQUIRED PLAN REVIEW REVISIONS MASTER PLAN REVISION \ 2-3-17 �J O C' J i V �y W v �q CY)CyD W CAI � to Ln 00 ct N O � W (0 N M fh Q w �QLI co z C:) N_ LL m O W CO 04 Z J rnU Q[( W l. (O 00 U of N U OLjj j^ z to (p ti O Cl) d W J W f- PROJECT NO. 15-015-026 DATE DRAWN DRAWN BY 2-6-17 MCA CAYMAN 1763 B2 LIVING 1763 SQFT GARAGE 387 SQFT LANAI 118 SQFT ENTRY 38 SQFT TOTAL 2306 SQFT SHEET CVR CONCEALED FASTENERS OR ATTACHMENro ARE THE RESPONSIBILITY OF THE ALL MANUFACTUH0 LAMLLI9 allovglNG U FACTORS AND SHGC COMPLIANCE Wn I MH 1 oR AC pCryhpn WN RAC YT REM WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS _ UNTIL INSPECTIONS ARE APPROVED THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT "x�.NtAY 86.N�CESSARY IN ORDER.ro, nl= �pMN1.Y WRN ALL rt`1PPLIDABLI CODES. liD3 - U33 I ST. L,TIE COLtih' RiTffJ)TNf T3_TVTSION RUTEN ED FOR L1p �NCE T - N,1si'I'L�F'E Y DATE PLANS AND PEKiIIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE, RECEP 7D APR 2 c Z017 /2�/l7 File Copy I• U) I�OUTSIDE LINE 6x6 - 1Ox10 WWF Li OF OF EXT. WALL OR FIBER MESH CONC. 6x6 - 10x10 WWF I _ SLAB OR FIBER MESH j I 1 1/2" MAX. SLAB 8 36" SQ. X 16" DEEP I 00 SLOPE VARIES CON-. FEAC W/ -- ���F ------ ----- `r �- 00 00 (3)-#5 EACH WAY ## __# 23'-8' 14'-4" BARS o GRADE 1 8„ 12-#5 �A6y BARS BARS '�--0" 15'-0" A DETAIL g DETAIL g1 DETAIL DETAIL 1 1 1 1 ■ ■ ■ ■ —f— G1 7'-0" 6'-10" 5-2- 4'-8 J 1 L J G1 C D I IN ■ ■ ■ ■ w 2'-8" 0 8'-0" 3'-8" � � I 0 Sao A A I E E N LO I\ h 1 I ■ NJ ■ ' 10 I L --- 3' 1 1 /2" 1'-8" 2'-6" N J RECESS SLAB --Tl 7 5/8' — — — — FOR S.G.D. — — — O 1 IN � I o LAV LAV °° I I Lo I■ A ■ \ INDICATES C.M.U. CELL FILLED 1 r� 0) W/ CONCRETE AND (1) #5 VERT. REBAR CONT. FROM FOOTING O M ---� TO TIE BEAM (TYPICAL) WC�/QII SHWR. ■ I 9'-4 1/8" ■ I I 3 1 /2 S FOR SLAB 3 1 /2" 10'-7 5/8" I 00 I SHOWER LO i 0 I 0 I N 6 ■ II SINK W/ I II DISP. I • 0'-0„ ilm I DA II I A REFERENCE o I FINISH FLOOR I i ■ I 4" 2500 PSI CONC. SLAB W/ I FIBER MESH, ON 6 MIL. POLY VAPOR BARRIER OVER TERMITE TREATED COMPACTED CLEAN FILL. ■ I H1 W' r'l 1 7 I 6x6 - 1Ox10 WWF CONC. w OR FIBER MESH SLAB ; CONIC. 1'-0" SLOPE o BN o MI 12 AD 2- � GRADE I BELOW BA S 00 0 D DETAIL F DETAIL CONC. 1-#5 1-#5 o SLAB BAIR CONC. BAR SLAB I I � to 4 -tom 1 8 8 a G DETAIL H DETAIL 1 1 00 5 2" FRAME 1 7 5/8" ((BLOC to CONC. w CONC. 2-#5 SLAB n > SLAB -7 BAR —�—' o -- 2-#5 8" 1'-4" BARS 1'-4" 00 I J DETAIL - S.G.D. K DETAIL 0 1 1 1.0 0 I 00 O O 1 I I lTUB/SHWR — ■ H1 I WH WC B1 ® LAV 1 I I ■ COND I 2'-10" 2'-2" vOw I 1 w 1'-1 58" p 10 � i II DA 1 \ I 5'-9" 5'-2" I G I I ■ H8 0 LO I I A t� SLOPE DOWN 1" I 1 I o I F AT GAR. DOOR \m I o00 ■ to ■ U B co A 4'-4" 1'-4" 8,-0" 1'-4.. 20" 16'-0" 20" 12'-4" 6'-4" 19'-4" 38'-0" CONC. A/C PAD SLONC AB 8 VARIES 8 04 CONC. SHO RECCESS �` ---- SLAB AT WALL M 00 GRADE N SHOWER 2- S O RECESS BAii _1 ,., 1'-4'� I L DETAIL M DETAIL 1 1 NOTE: ALL FOOTINGS DESIGNED FOR 2,500 PSF SOIL BEARING CAPACITY AREVISION DIAGONAL DISTANCE DIMENSION FROM INSIDE CORNER OF FORMBOARDS AC = 71'-0" A = 58'-9' BD = 64'-6' BF = 68'-6" DIMENSIONS ARE ROUNDED TO THE CLOSEST INCH FOUNDATION PLAN 1 /4" = 1'-O" PIPE SLEEVE (DIA. LARGER THAN PIPING THRU FTG.) 3" MIN. FTG. PER DEPTH 3" MIN. (/3"MI DETAIL FOOTING & REBAR 1'-0" TRANSITION PIPE THRU PF FTG. DETAIL 1 3 3" V.T.R. � I ,r i`// I I I 1 1 1 I I 1 I I 2"I U) CONC. w SLAB 7 j k ,I• H1 DETAIL 1 CONC. SLAB 4" 8"1 / Gj \ DETAIL 1 V.T.R. I I I I I SINK Jjl2" V.T.R. I I I I I I 3" AJ 2" WASHER 3" I 2" LACLEAN TUB/ I OUT SHWR. W C. i 3" 3" MAIN I TO SEWER 2" I OR SEPTIC TANK TUB/ SHWR' SCHEMATIC PLUMBING RISER PLAN REVIEW REVISIONS BUILDING DEPT. COMMENTS 4- - 7 Q REVISIONS 4-6-17 BUILDIN LIP!. 3 C N 4- 4- MASTER PLAN REVISION 8-22-14 AREVISION to to rn r N O Q0 W 0 N n X 0 M w QLL N O 04 LL m O D L 0 Q w�tflm 0 U O Q w ti I=- W to O ld W J W H PROJECT NO. 15-015-011 DATE DRAWN DRAWN BY 2-6-17 MCA CAYMAN 1763 B LIVING 1763 SQFT GARAGE 387 SQFT LANAI 118 SQFT ENTRY 75 SQFT TOTAL 2343 SQFT SHEET A lm0 File Copy I ro I i� 0 i LO 0 I in HE O +6'—E HDR. HT. +6'-8" HDR. HT. O MDR. HT. CTRO. HDR. HT. 23'-8" 14'-4" 15-0" 4" CONC. COLUMNS 1'-4" 1' TOP +8'-0" A.F.F. owl — — — — — — — — — — ■ ■ r ■ CONC. LINTEL ABV. ■ BOT. +6'-8" A.F.F=—�' O +6'-8" COVERED PATIO HDR. HT. 8' CLG. ■ ■ ■ ■ EGRESS1RE\4 8'-0" 3'-8" R/S ------- � I N _8'-0"_CLG. 8'-8" CLG.■■9'-0"I13'-7 8' CLG. O i 1/2" 14'-1 1/4" R/S MASTER BEDROOM ■ I N 42 H. 2X4 I COFFER CLG. KNEEWALL I. i I FAMILY ROOM 8' CLG. CL& ® VAULTED CLG. ■ — 2'-9 1 2' / 42" H. II b 2X4 - I N ■ KNEEWA \ 2'-O" P.T. 2-2X4 Z CURBO L — — — I © ® N N I I 10,-0,. in 3'-5" I 4'-1 1/4" 3'-0" 5'-O" 5'-7" 11'-4" I RAISED E-- - ---- 2'-3 1/2" RAISED II BARTOP DEN M I BARTOrP SINK W/ I ■ I DISP. ■ s' CLG. aI LIVING Roo II I EGRESS CATHEDRAL CIL II KITCHEN 0 II VAULTED CLG. REVISION ® I I I o \ O ■ —RLS ® R/S Ln ■ N ■ I I lb BREAKFAST EGRESS 2 —5„ VAULTE CLG. REMSI N 5'-7 3/4" 5'-4 1/4" 15'-0 1 /4" 0 =� ao 9'-6 1 /2" © ■ BEDROOM #3 2 C�j 5 8' CLG. M DINING ROOM 8 CLG. N CATHEDRAL CLG. T 5 W. ■ N I 8'-01, - 8' CLG. _ N AC I � ■ mr—�8'7'—43'-7 O1"D. 18'-3 1/2- I" N. = 6 11 VAULTED CLG. 2'-8" z c) a I Q0 I �'OD O 99 M.T. ■ i °' 22"x54" �I ATTIC ACCESS R/S — — — ■ i ■ I� x O GARAGE 8' CLG. Ln ■ 6'-0" 1'-8 3'- 3/4" IN i ■ In H BEDROOM #2 8' CLG. (2)2x10 BM. ABV. BOT. AT +8'-0" FLAT ARCH SEE DETAIL +5'-8" qO E14SION — IF THIS SHT. 10 8"W HDR. HT. (EG RESSao ■ ■ - ARCH ABV. ■ al ■ ■ oo ■ FLAT ARCH F ■ ao - SOFFIT ABV. 4'-4" 1 —4" 8'-0" 1'-4" 20" 16'-0" 20" 19'-4" 12'-4" 6'-4" 38'-0" O 6'-8" HT. \-DRYER V.T.W. 9 COND 0 I LO I I N R 0 o (0I I� DOOR SCHEDULE SIZE R.O. SUPERLDG. Q REMARKS r12 3068 W SIDE LIGHTS 1EXT. DOOR MUNTINS IN SDLTS. 8068 S.G.D. 1 EXT. DOOR 3 2868 SOLID CORE 1 GARAGE DOOR W/ SELF CLOSING DEVICE 4 2868 7 INT. DOOR 5 2468 POCKET 1 INT. DOOR 6 2068 POCKET 1 INT. DOOR 7 2668 BIFOLD 1 INT. DOOR 8 4068 BIPASS 3 INT. DOOR 9 2068 BIFOLD 1 INT. DOOR 10 16070 OVHD. DOOR 1 GARAGE DOOR WINDOW SCHEDULE O SIZE PER R.O. SUPERLDG. Q REMARKS A 35 SH 1 MUNTINS B 25 SH 2 C 4'W. X 3'-4"H. GLASS BLOCK 1 D 4040 SH 1 E 1/2 33 SH 1 OBSC, TEMPERED F 35 SH 1 1. WINDOWS, DOORS, AND GARAGE DOORS SHALL COMPLY WITH STANDARD BUILDING CODE WINDLOAD AND EMERGENCY EGRESS REQUIREMENTS. (2)2x10 BEAM BEAM TO LINTEL A BEAM TO LINTEL CONNECTOR PER NOTES: CONNECTOR PER FRMG. PLAN FRMG. PLAN TOP OF BLOCK/ 1. WOOD STUD SPACING: (UNLESS BOT. OF BEAM OTHERWISE NOTED ON PLANS) +8'-0" A.F.F. —EXTERIOR FRAME WALLS AT 16" O.C. "o TOP OF ARCH —INTERIOR FRAME BRG. WALLS AT 16" O.C. —INTERIOR FRAME NON—BRG. WALLS 0 I AT 24" O.C. N —KITCHEN CABINET WALLS AT 16" O.C. 91, 9„ 6 n jn SOFFIT BDRM. 3 AND SIDE WALL GARAGE CONC. 2. FRAME WALLS ARE DRAWN 3 1 2 WIDE / " ALLCON BLOCK WALL BOX OUT BLOCK WALL UNLESS OTHERWISE NOTED 3. CONC. BLOCK WALLS ARE DRAWN 7 5/8" WIDE UNLESS OTHERWISE NOTED 4. TOOL CONC. BLOCK JOINTS INSIDE 4 1 /2" 4 1 /2" GARAGE WALLS (BRUSH & CLEAN) 5. DOOR & WINDOW ROUGH OPENINGS SHALL BE PROVIDED BY BUILDER 6. TOP OF TYP. BEARING WALL +8'-0" ENTRY ARCH SOFFIT DETAIL UNLESS OTHERWISE NOTED SOFFIT AND BOX OUT TO USE 2x6 BLOCKING WITH 7. HEIGHTS ARE MEASURED ABOVE PLYWOOD EACH SIDE TOP OF FOYER SLAB 8. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION FLOOR PLAN 1/4" = 1'-O" )z� REVISION PLAN REVIEW MASTER PL<1N REVISION 8-22-14 REVISION LO 0) R- N c� rn hco c'j rn^ 7 0 v cn M C]QLL OD N_ oD00 L) l < LOo U W LNF-�cflm 0< ti CO � Z CA 0 M a W J W H PROJECT NO. 15-015-011 DATE DRAWN DRAWN BY 2-6-17 MCA CAYMAN 1763 B LIVING 1763 SQFT GARAGE 387 SQFT LANAI 118 SQFT ENTRY 75 SQFT TOTAL 2343SQFT SHEET A 2mO File Copy CONC. OR MASONRY DRYWALL E DOOR DOOR FRAME FASTENED THROUGH BUCK W/ 3-1 4' x 114' (MIN) TAPCONS, WITH (1) TAPCON 6' MIN FROM EA CORNER; AND 4 EQ. SPACED TAPCONS ON EA. VER77CAL LEG W/ MIN. EMBED OF 1 5/8' HEAD/JAMB DETAIL EXT D❑❑R STUCCO FINISH PERIMETER CAULKING CONC- OR MASONRY 1x4 OR 14 P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2" CASE HARDENED aJ COIL NAILS AT 240/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 PREDRILLED HOLES BY MANUFACTURER JAMB/HEAD DETAIL (SGD) ix6 P.T. BUCK SET IN SEALANT AND SECURED W/ CASE HARD NAILS 0 12' O.C. (MAX) PERIMETER CAUL) FLOOR COVERING CEMEN1777OUS FINISH PERIMETER CAULKING DOOR TRIM PERIME7ER CAUL CONCRETE SLAB REAR ELEVATION RIDGE HEIGHT — +17'-10" — — A-F-—F— — — — — — — — — — — -- 6"W. RAISED TRIM (PROJ. 3/4") TOP _OF_BLOCK _ _ 00 ) TOP_OF SLAB__ _7+0'-0" A-F-F. (REF. ELEV.) 6%6" RAISED BLOCKS (PROJ. 3/4") 2" CLR. BTWN. �JI , I` __ co i 6"W. RAISED BAND (PROJ. 3/4") ALIGN TOP W/ WINDOW SILL DOOR THRESHOLD SET IN BED OF CAULK do l FASTENED TO SILL W/ 3/16' DIA. TAPCONS ®18' 0/C l O. ° Q°Qo v ,o S SILL DETAIL EXT D❑❑R -DOOR FRAME FASTEN TO SILL W/ 16 x 1' SCREWS 0 2'-O' 0/C FLOOR COVERING a GROUT BED CONCRETE SLAB SILL DETAIL (SGD) ARCH SOFFIT PER DETAIL ON SHT. 2.0 RETURN BAND 24" ALONG SIDE WALL(S) FRONT ELEVATION 1/4" = l'-O" 12 16 12 61 _8'-TOP OF BFT +0A.F " -F. _ TOP OF SLAB +0-F '-0" A.F. (REF. ELEV.) TOP OF BLKF 8'-0" +A.F.F. III ITCOATING ON BLOCK ON BLOCKK El °I o LJ El 0 30 LEFT SIDE ELEVATION 1x3 OR 1x4 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/ 3/16x3 1/4' TAPCON SCREWS 0 24' 0/C MAX. IN PREDRILLED HOLES BY MANUFACTURER PERIMETER CAULKING CEMEN7771OUS FINISH HEAD DETAIL WIND❑W 1/4" ALUMINUM FRAME FASTEN THRU BUCK W/ 3/16 x3 1/4" TAPCON SCREWS 0 24' 0/C MAX. IN PREDRILLED HOLES BY MANUFACTURER PERIMETER CAULKING CEMEN7177OUS FINISH CONC. OR MASONRY 1x3 OR ix4 P.L BUCK SET IN SEALANT AND NAILED W/1-1/2" CASE HARDENED COIL NAILS AT 12' 0/C. MAX - DRYWALL BOARD CAULKING JAMB DETAIL WIND❑W II CEMENTITIOUS COATING ao m 31 ON BLOCK I 3 3 0 0 RIGHT SIDE ELEVATION 0 I N CEMENT111OUS COATING ON LATH 6 6" RAISED BLOCKS (PROJ. 3/4") 2" CLR. BTW "OVERHANG TYPICAL UNLESS OTHERWISE NOTED 1/4" = 1'-0" ICI — — —TOP OF BLK +8'-0" A.F.F. - CEMENTITIOUS COATING ON CONC. BLOCK BEVELED CORNER QUOINS W/SMOOTH FINISH OVER STYROFOAM (2" PROJ.) W/2" W- 450 BEVELED EDGE ALUMINUM FRAME SECURE FRAME TO SILL KITH SILICONE °. :Oo :OoOo o bTq o a PRECAST OR POURED SILL PERIMETER CAULKING SILL DETAIL WIND❑W 12 16 1/4" = 1'-0" REVISION LOP _OF_SLAB gk +0'-0" A-F.F. (REF. ELEV.) 24" SIDE WALL TRIM RETURN TOP OF BLK. +8'-O" A.F.F. TOP OF SLAB +0'-0" A.F.F. (REF. ELEV.) REVISION Lo Lo m �— N 0 a) m 1z con CD N ❑ (n ti ctM LL o ❑ Q N ❑ �w LL m0�� 0) U W < Lu � t9 CD OQ�U n LLJ U) Z L11 W PROJECT NO. 15-015-011 DATE DRAWN DRAWN BY 2-6-17 MCA CAYMAN 1763 B LIVING 1763 SQFT GARAGE 387 SQFT LANAI 118 SQFT ENTRY 75 SQFT TOTAL 2343 SQFT SHEET A 3.0 F 1/2"0 A.B. AT 32" O.C. IN LINTEL ��4N ;9 g_, — SEE GABLE END SECTION XX SHEET A6.1 B-8 No B-6 I I B-7 No II I II II II II 8 FLAT CLG.I I III I I y,A I I I If 11 III if II I I II II II11 B-8 1 1 I 1 II II II 8' FLAT I CATHEDRAL CLG. CLG 1 2 4 "X" BRACING VAD CLG. TYP. OH 1'-4" OH 8' FLAT CLG. II B-5 1I VAULTED CLG. B-5 i t I I B-4 8' FLAT CLG. I I CATHEDRAL CLG. 8' FLAT CLG. I B_3 I 1 1 8' FLAT CLG. VAULTED CLG. 8' FLAT CLG. 1 -4 OH (2)2x6 _ 2x4 "X" BRACING TYP. OHJ 7/14;Z71Z I x i ATTIC ACCESS I 71 II 8' FLAT CLG. I 1 I I I I zo I I Z I w °00 _— _— _ 00 (2)2x10 BM. BOT. AT +8'-0' N= �0 I II II I 1 7Zj if B-2 000 8-1 1/2"0 A.B. AT 32" O.C. IN LINTEL SEE SECTION X-X ON SHEET A6.1 'ROVIDE 2x4 IOTTOM CHORD ILKG. AT 48" O.C. >EE NOTE #2 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. iATCHED AREA NDICATES 2x4 30TTOM CHORD 3LKG. AT 48" ).C. SEE NOTE #2 'x4 "X" BRACING TYP. PRECAST HEADER SCHEDULE I­B­-_X_7I LINTEL CAST CRETE ALLOWABLE ALLOWABLE MEMBER LENGTH TYPE LOAD UPLIFT B-1 208" 8F16-lB 950 PLF 361 PLF B- 2 70" 8F8-1B 1459 PLF 1272 PLF B-3 42" 8F8-18 3166 PLF 2165 PLF B-4 90" 8F8-1B 1029 PLF 959 PLF B-5 54" 8F16-1B 6039 PLF 2507 PLF B-6 70" 8F16-1B 4360 PLF 2093 PLF B-7 112" 8F16-1B 1818 PLF 980 PLF B-8 64" 8F16-113 5365 PLF 2290 PLF B-9 168" 8F16-1B 1002 PLF 559 PLF ROOF TRUSSES OR 2x RAFTERS (2)2X W/ PLYWD. / %' « U.u. UUNNLL l W/l/-) SPACER BEAM 16d MIN. COMMONS TOE —NAILED AS NOTED PER PLAN 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). 6" (PROVIDE (2) MAX. 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 %'" MIN. EMBEDMENT) W/ 2" X r THICK WASHER 0 24" O.C. (PLATE TO SLAB CONNECTOR) FRAME BRO. WALL TO SLAB CONNECTOR DETAIL EXT. WALL OR INT. BRG. WALL 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.) FRAMING PLAN 1/4" = 1'-O" love 8F8-1B TYPE DESIGNATION F 8F16—lB/lT } NOMINAL WIDTH) = FILLED WITH GROUT / U = UNFILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY } L QUANTITY OF #5 a E � = = £ o NOMINAL HEIGHT REBAR AT TOP 8F16-1B #5 REBAR AT TOP MIN. (1) REQ'D - CLEAR GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY 7-5/8-ACTUA 8' NOMINAL WIDTH FRAMING NOTES: 1. 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 TRUSSES PER HIB91. ANY ADDITIONAL TRUSS BRAgNG 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 V-4" UNLESS NOTED OTHERWISE AREVISION ul to rn CV ED m w O N 0 N M o " U 0 N o � � J(O 0 Oct Qom wF co co UO'c�i0 OQr U) Z O M a w J w PROJECT NO. 15-015-011 DATE DRAWN DRAWN BY 2-6-17 MCA CAYMAN 1763 B LIVING 1763 SQFT GARAGE 387 SQFT LANAI 118 SQFT ENTRY 75 SQFT TOTAL 2343 SQFT SHEET File Copy EXH. FAN S.D O o(�) C.M.D. S.D. PREWIRE \� 1S.D.O ' 1 — S.D. PREWIRE F, GFI COACH LTS. PREWIRE PREWIRE I i I 5'-0" i i i CHANDELIER / PREWIRE I I / `--a- S.D. Wm I IGFI �j DISC. Y 22"x54" i ATTIC ACCESS x / \ — W/ PULL CHAIN LIGHT ABV. GARAGE DOOR ELEC. PANEL OPENER PREWIRE - _ I I OUTLET FOR MICROWAVE COND COACH LTS, PREWIRE FEEDER 120/240V-1PH-3W MAIN BREAKER MAIN LUG ONLY AMPS 150 AMP BUS AMPS 200 A/C 22.000 INT A/C 65.000 CIRCUIT NO. CIRCUIT ID BRK 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 15 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 3 #1 CU THHN OR ELECTRICAL LOAD CALCULATION AL. EQUIVALENT 2" CONDUIT 1763 S.F. AT 3 VA 5.2 kVA 2 SMALL APPLICANCE CIRCUITS 1500 VA EACH 3.0 kVA LAUNDRY CIRCUIT 1.5 kVA 200 RANGE 12.0 kVA 30 CKT 1 WATER HEATER 3.0 kVA DISHWASHER 1.5 kVA PANEL DISPOSAL 1.5 kVA DRYER 5.0 kVA METER O O SUBTOTAL 32.7kVA M . C • B. FIRST 10 kVA AT 100% 10.00 kVA REMAINDER AT 40% 9.1 kVA TOTAL OF OTHER LOAD 19.1 kVA 10 kVA OF AC AT 40% 4.00 kVA TOTAL 23.1 kVA 2" RIGID SERVICE F.P.L. 23,100 VA DIVIDED BY 240 V 96.3 A POOL SUB PANEL 30.0 A TOTAL 126.3 A - NO. 4 CU. WIRE USE 200 AMP SERVICE TO UFER GRND. EXTENT OF AREA FOR VINYL OR TILE PER CONTRACT REVISION NOTE: CERAMIC TILE TO BE IN ACCORDANCE WITH 2014 F.R.C. R702.4 ELECTRICAL PLAN 1 /4" = 1'-0- SCHEMATIC ELECTRICAL RISER (BACK TO BACK SERVICE) 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 PROTECTEDi BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT (NEC 210.12 (B)). B) TAMPER RESISTANT RECEPTACLES (NEC 406.11) ARE REQUIRED IN DWELLING 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. LEGEND SURFACE MID. CEILING FIXTURE -0- PENDANT FIXTURE /-1 kO RECESSED LIGHT WALL MID. BRACKET @ 72' A.F.F. FLUORESCENT FIXTURE t �I FV WALL MID. VANITY LIGHT ® EXHAUST FAN EXHAUST FAN W/ LIGHT EXTERIOR FLOODLIGHTS CEILING PADDLE FAN (PREWIRE OR W/ LIGHT AS NOTED) ItiJ WALL MID. SMOKE DETECTOR O CEILING MID. SMOKE DETECTOR O CEILING MTD, CARBON MONOXIDE DETECTOR CHIMES CHIMES PUSH BUTTON TELEPHONE JACK TV CABLE TELEVISION JACK 110 V, DUPLEX RECEPTACLE 1/2 SWITCHED 110 V. DUPLEX RECEPTACLE 110 V. GFI DUPLEX RECEPTACLE 220 V. RECEPTACLE ® DEDICATED 220 V. OUTLET ❑ 110 V. JUNCTION BOX -611- SWITCH @ 42' A.F.F. 0- RHEOSTAT SWITCH @ 42' A.F.F. TP d TOUCH PAD FOR SECURITY SYSTEM O CENTRAL VACUUM OUTLET LOCATION ELECTRICAL DISCONNECT PLAN REVIEW MASTER PLAN REVISION 8-22-14 V n O' co N� W C/) W �� cocoW co 67-1 REVISION L0 L0 r rn N o rn o W (D N h h w v X C�� CD o 4 W 00 N w 0 O N z m000 LL ,7p J h 04 CU < cy) W 1. c0 m LLJh rn LoWz � O m d w J w H- PROJECT NO. 15-015-011 DATE DRAWN DRAWN BY 2-6-17 MCA CAYMAN 1763 B LIVING 1763 SQFT GARAGE 387 SQFT LANAI 118 SQFT ENTRY 75 SQFT TOTAL 2343 SQFT SHEET A 5mO File Copy 12 PER ARCHITECTURAL FIBERGLASS SHINGLES OVER ELEV. 15# FELT ON 15/32" CDX PLYWOOD SHEATHING AND PRE-ENGINEERED WOOD ROOF TRUSSES AT 24" O.C. (SEE ROOF NAILING PATTERN DETAIL) HURR. STRAP ® EACH TRUSS R-30 INSULATION REFER TO CONNECTOR SCHED. TYP. O.H. R ROOF PLAN TOP- OF- T REFER TO EXT. ELEV. 1/2- CLG. GYP. BD. �• 8%8" U-BLOCK TIE -BM. FILLED ALUM. FASCIA AND W/ CONC. & (1) #5 REBAR CONT. DRIP EDGE UNLESS OTHERWISE NOTED PRE-ENG'RED PRECAST LINTEL ON EXT. ELEV. SEE SHEET A 4.0 FOR DETAILS CONT. ALUM. VENTED SOFFIT 1x4 P.T. WDW. HDR. HT. - PER PLANS PLOYCEL SEALANT RAISED CEMENTITIOUS P.T. WOOD BUCK TRIM PER ELEV. PER PLANS ALUMINUM WINDOW (REFER TO FLOOR PLAN FOR SCHEDULE) MARBLE SILL RAISED CEMENTITIOUS TRIM PER ELEV. 1/2" DRYWALL ON tx2 P.T. PER PLANS FURRING ® 16" O.C. R-4.2 FOIL INSULATION W/ 4 MIL VAPOR BARRIER CEMENTITIOUS COATING OVER 8x8x16 CONC. BLOCK WD. BASE 4" MIN. CONC. SLAB 1-#5 VERT. BAR TIED INTO (2500 PSI) W/ FIBER #5 BAR DOWEL W/ STD HOOK MESH OVER VAPOR AND RUNNING INTO LINTEL BARRIER OVER CLEAN I (LOCATIONS PER FDTN. PLAN) COMPACTED POISON FILL _I�_0'-0" _ I- _ Y TOP OF SLAB - FINAL GRADE I STUCCO STOP AS REQ'D. I I PER LOCAL BLDG. DEPT. I -) - CONC. FTG. PER - I FOUNDATION PLAN -�-�-� TYP. EXT. BLOCK WALL 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 FILL FOOTING PER FOUNDATION F PRE-ENGINEERED TRUSSES INSULATION PER PLAN ® 24" O.C. 1/2" GYP. BD. DBL. 2x4 TOP PLATE 2x4 STUD WALL ® 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 SLAB NOT REQ'D. AT INTERIOR BEARING WALLS NOTED ON PLANS AS SUPPORTING GRAVITY LOADS ONLY (NO UPLIFT LOADS). INTERIOR BEARING WALL SECTION r - _ _- ----- I I LINTEL I I I 2x4 STUDS ® SPACING II PER PLANS I I I VERTICAL FILLED CELL W/ 1-#5 BAR (2) 16d CONC. BLOCK WALL 0 17 or f I (2)2x4 P.T. W/1/2" DIA. COUNTERSUNK BOLTS ® 24" O.C. VERT 2 1/4" MIN EMBEDMENT i WITH 2" SQUARE X 1/8" THICK HURRICANE WASHER j II I I - �----- EXTERIOR FRAME WALL TO CONC. BLOCK WALL CONNECTION CONNECTOR PER ANCHOR SCHEDULE 3/4" PLYWOOD SHEATHING - DECORATIVE CEMENTITIOUS COATING ON LATH --- OIL WNDW HDR HT PER PLANS ALUMINUM TRANSOM WINDOW -- WITH FLANGE MOUNT. ATTACH PER WINDOW MANUFACTURER SPECIFICATIONS. 3/4" PLYWOOD SHEATHING (2) 2 X 6 HEADER WITH 1/2" PLYWOOD SPACER DOOR HDR HT PER PLANS TOP OF SLAB `--(2) 10d 0 6" O.C. 3 1 /4" 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 SPECIFICATIONS TRANSOM WINDOW / DOOR SECTION (TYP) REINFORCED/FILLED CONC. BLOCK CELL 1/2" DIA L-BOLT (8" LONG) W/ 2" WASHER AT I 32" O.C. MAX. 2x6 P.T. JAMB DETAIL 2x4 P.T. W/ CONC. F -2x6 P.T. FROM BOT. OF NAIL) Al I Z V.l.. 7 Hurt. TO uLb. LIIVC EQUAL EQUAL x6 T. d 1/2" DIA L-BOLT 2xi N (8" LONG) W/ 2" P., WASHER AT 32" O.C. MAX. M GARAGE DOOR OPENING N ELEVATION RAGE 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. OMIT 10. UPLIFT CONNECTORS TO PROVIDE CONTINUITY FROM ROOF TRUSSES THRU PLATES TO SLAB AND FOUNDATION PER ENCLOSED DETAILS. 11. 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 . HOLE DEPTH 1 /2„ 3/4" MIN. 5/8" 7/8" 7" 3/4" 1„ 7/8' 1 1/8" 8., 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. 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 ROD OR REBAR CANNOT OR BE APPLIED UNTIL 12 HOURS AFTER APPLICATION. TWO COMPONENT EPDXY RESIN MATERIAL TO BE MIXED PER MFG. DIRECTIONS. 0 uj Z m [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 SAWCUT APPROX. 4"W. X 24"H. II OPENING IN WALL II 25" MIN. LAP OF REBARS SAWCUT APPROX. 4"W. X 24"H. OPENING IN WALL 25" MIN. LAP OF REBARS 3,000 PSI CONCRETE FILLED CELL W/ #5 BAR SAWCUT 1"W. OPENING IN WALL FROM TOP TO BOTTOM FOR FULL HEIGHT REBAR PLACEMENT INTO CELL - FILL SOLID W. CONCRETE OF SLAB (o 3/4" DIA. X 6" DEEP HOLE FOR . w #5 BAR SET IN EPDXY ADHESIVE 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 O WOOD STRUCTURAL NOTES: 1, ALL WOOD TO BE SPECIES, GROUP, AND GRADE AS SHOWN ON DETAILS. DAMAGED WOOD NOT TO BE USED. 2. GROUP II 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" CDX PLYWOOD. WALL NAIL PATTERN TO BE 6' O.C. W/ 10d NAILS UNLESS OTHERWISE NOTED. 6. 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 B. 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 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 OROOF EDGE O:1 -----------------I ti�A O O I O -EDGE ROOF - - - - - - - - - - I OlO RIDGE 4 O I I 2 2 O O tcr ZONE 1-USE 8d RING SHANK NAILS ® 6" O.C. 0 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, REVISION U) Lo rn t- N O QD W 0 N H rn ti w cz m = X fh Q 0 w QQLLN O N LL moo�occoo n,z Z LL C W Q�0U W E= co m OQ�U ti w H W W Z Lo h O cM W J W PROJECT NO. 15-015-011 DATE DRAWN DRAWN BY 2-6-17 MCA CAYMAN 1763 B LIVING 1763 SQFT GARAGE 387 SQFT LANAI 118 SQFT ENTRY 75SQFT TOTAL 2343 SQFT SHEET At 'roll 11 Fj L 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 LINTEL — BLOCK FILL WITH CONCRETE SEE PLANS FOR SIZE AND LOCATION ALTERNATE TRUSS ANCHOR DETAIL N.T.S. 4`r CEMENTITIOUS COATING ON LATH OVER 2 LAYERS 15# FELT OVER 15/32" CDX PLYWOOD OVER GABLE END TRUSS GAI_V. METAL FLASHING 2X4'S @ 16" O.C. (4) 10d NAILS 12 FIBERGLASS SHINGLES 6 OVER 15# FELT ON PROVIDE 2X4 BLKG 7/16" OSB ® 16" O.C. BEHIND (3) 10d NAILS GABLE END TRUSS _TOP OF BLOCK 1 PER PLAN __1F J, \ P.T. 2X4 LEDGER BD. W/ 1/4" DIA. TAPCONS (2-3/4" MIN. EMBEDMENT) SPACED 16" O.C. R❑❑F AT SLIDING GLASS DOOR DETAIL-1 STORY v- 2X FASCIA W/ DRIP EDGE 2X4'S ® 16" O.C. 1 /2" EXT. GYP. BD. SIMPSON HUS24 ® EACH JOIST/ LEDGER BD. CONN. LINTEL BLOCK TOP COURSE FILLED W/ CONC. & 1—#5 BAR O_rQ uj H 2 d TOP OF LOWER a = a BLOCK WALL #5 BAR DOWEL W/ STD. 90' HOOK TOP OF HIGHER BLOCK WALL 1 II I BLOCK WALL HEIGHT TRANSITION DETAIL 2x8 RIDGE BOARD 2x6 RAFTERS AT 24" O.C. MAX. — TOE —NAIL TO RIDGE BD. W/ (2) 10d NAILS ROOF STEEL, b 2x4 VERT. STUDS SHEATHING OR W001 ® 4'-0" O.C. (PLACE ABOVE TRUSS BELOW) SIMPSON STRONG —TIE PANEL 'H2.5' OR 'LSTA18' ANCHOR! AT EA. END OF 2x4 PRE—ENG'RED VERT. STUD TRUSSES N SE*DOES NOTES: 1. HURRICANE CONNECTORS REQ'D AT 8'-0" O.C. 2. PROVIDE "H2.5" OR "LSTA18"ROOF AT EACH RAFTER ENDSHEATHING 3. PROVIDE 2x8 RIDGE BOARD WHEN APPLICABLE 4. PROVIDE 2x4 VALLEY BLOCKING BTWN.AT LOCATIONS WHERE VALLEY FRAMING NOT BEAR ABOVE TRUSS HAND FRAMED VALLEY DETAIL THIS DETAIL APPLIES ONLY WHEN AN INDIVIDUAL 2x6 RAFTER HORIZONTAL SPAN IS GREATER THAN 8'-0" #5 BAR DOWEL W/ STD. 90- HOOK CONC. BLOCK WALL VERTICAL FILLED CELL W/ 1-#5 BAR PLYWOOD SHEATHING OVER WOOD TRUSSES CEMENTITIOUS FINISH ON METAL LATH BOND BREAK (2) LAYERS 15# FELT MEMBRANE BRIDGE FLASHING FLASHING / CONTROL JOINT STUCCO FINISH ON BLOCK FLASHING DETAIL AT ROOF FRAMING ON MASONRY EXPANSK STRIP & 0 JAMB HEAD LO (ONLY) 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 SPECIFICATIONS SILL LOCATION GLASS BLOCK UNITS: 8" X 8" X 4" (NOMINAL SIZE) MORTAR: TYPE "S" PER ASTM C 270. REINFORCEMENT: LADDER TYPE, 9—GAUGE, 2" WIDE WITH BUTT —WELDED CROSS WIRES AT 16" O.C., HOTT DIPPED GALVANIZED. PANEL ANCHORS: 20 GAUGE PERFORATED STRIPS, 24" X 1 3/4", HOT —DIPPED GALVANIZED, AT BOTH JAMB AND HEAD LOCATIONS ANCHORED WITH #10 X 1 1/4" LONG PANHEAD SCREWS WITH #10 WASHERS (2 PER PANEL ANCHOR) OR (1)3/16" X 1 1/4" HILTI KWIK BOLT II. EXPANSION MATERIAL: 3/8" THICK POLYETHYLENE TYPE. SEALANT. SILICONE TYPE. 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 LINE SHINGLE SIDE VIEW SHINGLE NAILING DETAIL HIGH WIND OR STEEP SLOPE N.T.S. File Copy REVISION to U) 01) �- N O O r (p W co N O ir� E M J w z Q LL N 0 O N_ LL m 0OD Z 04 J ^ r LL < W f-CDm OQ�U r Z L N O c�i a W J W F_ PROJECT NO. 15-015-011 DATE DRAWN DRAWN BY 2-6-17 MCA CAYMAN 1763 B LIVING 1763 SQFT GARAGE 387 SQFT LANAI 118 SQFT ENTRY 75SQFT TOTAL 2343SQFT SHEET A 6ml File Copy CORNER FLASHING TAPE CORNER—,, FLASHING TAPE FLASHING TAPE SIDE FLAS TAPE FIN �\ CORNER WINDOW TOP NAILING SIDE CHECKRAIL FLASHING TAPE — WINDOW B( SILL FLA SIL 1. CUT THE WATER RESITIVE BARRIER (1C) ATER RESISTIVE BARRIERI I , I I - f9ST CUT I i-T"--- I I TH CUT, I �3RD I I MAKE A 6" CUT UP 1 CUTS FROM EACH TOP CORNER AT A 450 ANGLE TO ALLOW THE 4501 1 WATER BARRIER TO /TYp1 I BE LAPPED OVER THE I FIN AT THE HEAD OF `2NDI I THE WINDOW. 1 V__ CUL_ 51 I 1O 1 L- - - - - - - - - - - - J 2. FOLD THE WATER RESISTIVE BARRIER (11D). 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 (Ys" 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 RESITIVE 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 I 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 A5 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) FRAMING I EXTERIOR , I 1 I , I , I I I 1 I 1 I O I I 1 I 1 I i 1 i I I 1 L--- I I I 1 5 I fl� TOE NAIL (2) 16d EACH SIDE 2x4 TRUSS TOP CHORD BLKG. ® 48" O.C. PRE-ENG. 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. WA2)16d NAILS AT EA. TRUSS WEB MEMBER NAIL 2 X 4 BLKG TO 2 X 6 BLKG WITH 10d ® 8" O.C. NAIL 2 X 6 BLKG TO DBL TOP PLATE WITH 10d ® 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 8x8 U-BLOCK TIE -BM. FILLED ------------ W/ CONC. & (1) #5 BAR CONT. VERT. #5 BAR AT EA. REINF. FILLED CELL PER FDN. PLAN GABLE END SECTION @ VAULT NOTE: * HOLD FACE OF GABLE END TRUSS IN 3/4" BEYOND BLK. FOR CEMENTITIOUS FINISH SHEATHING PER PLAN 2x4 BLKG. ® 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 ® 6" O.C. NAIL EACH TRUSS BOTTOM CHORD MEMBER TO 2 X 4 BLKG WITH (2) 10d 2 X 8 ® 16" O.C. KNEE WALL WITH SIMPSON SPH8 AT EACH STUD SIMPSON HETA20 32" O.C. 0 EXPANSION JOINT AT CEMENT171OUS FINISH 2x6 P.T. PLATE CONT. W/ 5/8" DIA. ANCHOR BOLTS 0 32" O.C. OR W/1/2" DIA. ANCHOR BOLTS ® 24" O.C. �E ROOF SHEATHING NAIL (2) 16d EACH SIDE 2x4 BLKG. ® 48" O.C. —� �— 2x4 BLKG. ® 48" O.C. PRE-ENG. TRUSSES (2) 16d COMMON NAILS AT ® 24" O.C. EA. 2X4 LADDER FRAMING GABLE END TRUSS 2x4 45' CROSS BRACING AT TRUSS MID -PT. AND AT AIR -INFILTRATION BARRIER 8'-0" O.C. (MAX.) OVER EXT. SHEATHING (SEE EXT. ELEV. FOR FINISH MAT'L.) TRUSS SETBACK PER FRMG. PLAN 2x4 TRUSS BOTTOM ROOF 12 CHORD BLKG. AT PER 4'-0" O.C. REFER TO SHEATHING ELEV. FRAMING PLAN HURRICANE STRAP FRMG.EACH TRUSS PER FRMG. PLAN 1NAILEDMEA.N TOE 8x8 U-BLOCK TIE -BEAM FILLED W/ CONC. & (1) #7 BAR CONT. VERT. #5 BAR AT EA. REINF. FILLED CELL PER FDTN. PLAN GABLE END SECTION @ HIP ROOF Y—Y TOE NAIL (2) 16d EACH SIDE 2x4 TRUSS TOP CHORD BLKG. @ 48' D.C. PRE-ENG. TRUSSES AT 24' D.C. 2X4 45" CROSS BRACING W/(2)16d NAILS AT EA. TRUSS WEB MEMBER 2x4 45" CROSS BRACING SCHEDULE SPAN BRACING REQ'D. GREATER THAN 20 FT. SPACED 4'-0' O.C. 10 FT. TO 20 FT. (3) PAIRS AT 1/4 LESS THAN 10 FT. POINTS (1) PAIR AT MIDPOINT 2x4 TRUSS BOTTOM CHORD BLKG. AT 4'-0' O.C. REFER TO FRMG. PLAN — (2) 16d COMMONS TOE NAILED EA. SIDE 8x8 U-BLOCK TIE -BM. FILLED W/ CONC. & (1) #5 BAR CONT. VERT. #5 BAR AT EA. REINF, FILLED CELL PER FDN. PLAN GABLE END SECTI❑N X-X 15/32- CDX PLYWOOD SHEATHING .7_ 1 1 1 2x4 BLKG. @ 48' O.C. (2) 16d COMMON NAILS AT EA. 2X4 LADDER FRAMING - 2X4 STRDNGBACK IF GABLE TRUSS IS TALLER THAN 8'-0- GABLE END TRUSS SET 3/4' FROM FACE OF CONC, BLOCK 15/32' SHEATHING OVER GABLE END TRUSS FASTEN WITH 8d NAILS AT 6' O.C, 2X4 'T' OR 'L' STRDNGBACK AT GABLE VERTICAL LONGER THAN 48' - CONNECT WITH 12d NAILS AT 12' D.C. -SIMPSON HETA20 AT EACH TRUSS VERT WEB MEMBER (24' O.C. MAX) 16d COMMON NAILS AT 6' D.C. TO 2x6 P.T. PLATE CEMENTITIOUS FINISH OVER FRAME CONSTRUCTIIDN APPLIED 2 LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL OR 1 LAYER OVER AN APPROVED HOUSE WRAP. EXPANSION JOINT FFATCEMENTITIOUS EQVIK PLATE CONT. W/ 1/2'x B' ANCHOR BOLTS @ 32' D.C. PLAN REVIEW MASTER PLAN REVISION 8-22-14 V o � Warn W M w C/)q q o o M� r, cy) co W ^�I 0 N REVISION Lo 0) r N O O O W O N I-rnti Z ~ �0 U)M o QLL 00 J x w O N 00 0 a00 (D /�1LL ~ J W Q" 0U W 1= to m U w N U OQr- U) Z Lo N O m O- W J W f- PROJECT NO. 15-015-011 DATE DRAWN DRAWN BY 2-6-17 MCA CAYMAN 1763 B LIVING 1763 SQFT GARAGE 387 SQFT LANAI 118 SQFT ENTRY 75 SQFT TOTAL 2343 SQFT SHEET A 6m2 File copy, OPEN TO FAMILY RM. BEYOND BAR TOP-, KITCHEN FAMILY RM. BEYOND FILLER NOTES: 1 K 3. BAR TOP -� 61 19'W ill BREAKFAST ROOM 0 0 o F-1 o 0 B15 B 4 FILLER-j RNG KIT. AT RNG. 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. R�. M.C. // LAV Co �_ _ I o VB24 RAID . Of OPEN oo 0 TO _ HALL o HALL ARCH WALL MTD. LT. W.C. LFILLER BATH 2 SH WR. 30 RAD. OPEN �IER. TILE KIT. REF W21 30 0 OPEN TO BEYOND SINK DW/REF WALL MTD. LT. M . BATH VANITY W3030 W3C30 0 0 0 0 LAUNDRY GREAT RM. WALL ELEVATION rn 12" 3/4" 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 1 KITCHEN BASE CABINET BARTOP DETAIL PLAN REVIEW 7 MASTER PLAN REVISION 8-22-14 6 REWSION Lo Lo rn N O m W � N � � n CC�W =c � � M 0 0 Q LL N x w O N_ m Q OD CO ^1 Z�r-c W I.._ c0 cooOQ�U LU u' m O � Y a w w F- PROJECT NO. 15-015-011 DATE DRAWN DRAWN BY 2-6-17 MCA CAYMAN 1763 B LIVING 1763 SQFT GARAGE 387 SQFT LANAI 118 SQFT ENTRY 75 SQFT TOTAL 2343 SQFT SHEET A 7mO G File Copy q NOTE: ALL DUCTWORK PENETRATING AGE CEILING SHALL BE R-6 RGLASS DUCT WORK. -R VENT 1 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 — 30 REF. LINES 3/4 & 3/8 S.E.E.R. 14.00 HSPF 8.5 RETURN GRILLE SUPPLY DUCT A.H.U. PRIMARY DRAIN DRYWALL STAND AIR HANDLER DETAIL HVAC PLAN 1 /4" = 1'-0" o W w CO FAN Iuam OWYDp wer eDv VOLb766 � V . flFC7KlC4+. POMlR Sd�PLY q am RAW OAX cawmar-ow Ile COAFRCSSOR A0006 PAID. 'Y r P CO)R.'Wr PAID CYDcoW ew rjqx%4710mI. WAWYNAW HOW OOIRPS — W (� � 6-4 NJ!{y MAR 1 92 XTIS * f—i/2' AOM SCif€WS O N& j fs x s/i' sc vE7Y Mn (tfPa A+sruLriO veR � CON064ADR txYt SVCWN Lids RE1LM/r UDIAD L.IIE AIR COOLED CONDENSING UNIT SLAB MOUNTED NT.& REVISION to r (y O O � O O M ct o x w Q u- 00 � N � mprCj J � Z W < a) m 0< LLU z O c"I O rM 0- LU J w F— PROJECT NO. 15-015-011 DATE DRAWN DRAWN BY 2-6-17 MCA CAYMAN 1763 B LIVING 1763 SQFT GARAGE 387 SQFT LANAI 118 SQFT ENTRY 75 SQFT TOTAL 2343 SQFT SHEET A 8m0 •M 12 6 ' 1 i11 TI'' PLYWOOD NAILER BY OTHERS 231011 8' FLAT CLG —[ A01L7 --.-.-.- ---- 4 ....... — CIS'' CI3 VO4 --I -- — � IXl CJ1 V_ 07 _ W—(O �J C01SGE — 81011 121411 0 4n 151011 ' NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO LEDGER CONNECTIONS BY BUILDER' 9 9 (UNLESS NOTED OTHERWISE) O° . -2 0 3 = h4 File CoNOTE: ALL CEILING DROPS BELOW BEAM ARE py ago 3 -` BY BUILDER UNLESS NOTED OTI-IE S 0 in O [V 0 f� 11" 21 ACCESS I o --- — j N _ O � cV M N � C N nl tV V 111/4" 0 19' 411 381011-- * UPTURN BEAM BY OTHERS. BOTTOM @ 81 0'I TRUSS TO BEAM CONNECTION BY BLDR I O N LF) M L r.bt�.•�( � ��Lcr vr`AYj Uc /Fr1n.l1}or tt 11"R+ Digitally signed by Anthony RRR/� y� DN:Tonb U . rA^,�� T. rOM t h o n y T. DN, c=U$ s _Floritla,=Fort �1k 0 L !t o Whole House Englneerin �a;`�•'EW$�'.�• �II'-"�� cn AnthmyTTombo,lll, NO, I I I email=AiMony.Tombo@w NQ 80083 y ARED�e:2D1JuT35ise� °e t/ , + — FLOOR 0 F till _ ROOF 2976. 0 r ®a gyp••.; ► .. b _FASCIA— Nl►��p`�`' HIP LINE 54.0 Tauot tit VALLEY VALLEY LINE 21.9 SERIAL SHEETING AREA UNDAR VALLEY TRUSS WASTE MATERIAL IM INCLUDED 3B BC A22100 CO 00004C 1287DF eto.R TO VERIFY CALCULATIONS ( RWI E) •> d N d * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO a a > M s a— c SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. a _ r THE BUILDING DESIGNER IS REPSONSIBLE FOR THE E d o M = STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. 9 s REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR GRAVITY AND UPLIFT LOADS.- 6= c O Re _ 9 w FOR BRACING & ERECTION DETAILS REFER I R. s _ TO BCSI-03 AND/OR ENGINEER OF RECORDess C 9 0 L1 9 es- . • C� Q F O= Q -O 1 c ` 1 H ^ — N c n m o — d c 11_ d Ql V' L 1 REPRESENTS THE LEFT SIDE OF = a " = ` d EACH TRUSS DRAWING L es E c v G d c g em >- 1_ s c o Q a A' JUS24 �H THD46 !B, JUS26 JJ MSH422 a o e THD26 OK MUS26 t G L ee d= O THD28 © HJC26 ti d e s o s E. �..- O THD26-2 OF THD28-2 to 09 d� =a o OG JUS46 d O L d d= W IHBB HANGER BY BUILDER'' _ = 3 _ . LOADING ROOF FLOOR WIND LOAD Q o a o LIVE LOAD 20 ASCE 7-10 = o > a a� •d czi DEAD LOAD 7 160 MPH EXP B o _ C s H= N O E t LIVE LOAD 10* CATEGORY II A _ 9 O iG tT d mx =m �_ _~ 5-�; 0 CZ U DEAD LOAD 10 - ENCLOSED m d a. a ;� � o - v N � d L G TOTAL LOAD 37 FBC - 2014 o d s ._ p o c 2 E .= v a z DURATION FACTOR 1.25 1.00 TPI - 2007 e o E 2 O r�12/15/16 TE BY REMARKS � - ` ti _� c 5 1' RH MOHAMMED RESIDENCE LAYOUT es o v a= s E c Ne N^ `= e.c a E w = d _ c �- _._ AD oe d o c a � ' _' V 1 _ d I Re m o o m u o a m� ;,o _ 9 1 o i It is understood that above = a� conditions have been reviewed F- APPROVED' o > w m o a 9 f' & are acceptable for the d te E — o fabrication at trusses, APPROVED AS NOTED E � a ; elevations, pitches, overhangs, _ � d 'S a Ll REVISE AND RESUBMIT _ g a E s fascias,ceiling elevations/pitches bearing _ ` REJECTED d a .= d conditions &all detail pertaining " ' " � " M �� to this truss placement plan. No back charges will be accepted - — s DATE without previous written e o d d approval from an A-1 Roof Is Trusses representative. • `REVIEWED BY = 9 ` o _- c d H o a H m c< PLAN DATE ARCH: 02/06/17 STRUCT:.--/--/----' e d n CUSTOMER RENAR HOMES _ � _ E a 10B NAME SCHWARTZBERG RESIDENCE/ CAYMAN 1763 B W/ PORCH o N a _ o v E E Q9 N = o 0 d d ..c es c 0 o c d~ es E d` LOCATION 9301 PORTSIDEDR, FTPIERCE, FL s s -0 3 � °: m o s 0 d ~ � COMMNTY o `= o d a c / LOT # MORNINGSIDE es .__ d 2 O V o m c cT d E c o v BLDG SINGLE FAMILY BLDG TYPE # eL9 �L JOB # 67868 MASTER 'I es ' E O = o o a j o. _ G ` d DRAWN SCALE � o _ DATE 2/27/17 RH N.T.S. I � T. o a `m — � _dc'._.. v_ a Perae, hengine �_ IIz a `o a d M •_ 0 e�D a d d k2 A-1 ROOF G a e .fi " _ e m 57R2 TRUSSES z�d.=�d-` a=i C _ •G S ,AA#== o E 1 h A FLORIDA CORPORATION d = a w a 9 n a m CA T 't RD H = Z ES AND Ph 772-409-1010 / Fax 772-409-1015 — o O = es q http://www.aItruss. corn Ile:y_ o �_ es s o c c es e a<