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HomeMy WebLinkAbout36300 Delta Gold Ct Lot 8&_o» oc _I 6 18'-4" 17'-0" 18'-8" 4'-6" 9'-6" 4'-4" 11'-4" 5'-8" 6' 1 itOSE BIB BB AFF A ❑ SILL 41 " AFF SILL 17" AFF LILLLI17" 1 2 33 OBS TEMP PRECAST (BY OTHERS) 19'-4" 'S L1 LINTEL ♦ ♦ ♦ ♦ L1 LINTEL_ L SH 25 L1 LINTEL SH 25 J �- LANAI ��° �� P NOOK BEDROOM 3 0 0 � 8 CLG 5?,� VOL CLG -co 8' C LG oo !�-S ALL 0 � Efl BATH N 8' CLG J 1'-6" 9'-10" co 10'-2" I 2-8 ❑D L1 LINTEL CV ♦ 8068 SGD cO o ATTIC ACCESS N 4-0 BFD 3'-7" 3'-6° MASTER o 1 Lo 1' 10' 1'- " SUITE N N z 0> Z 0 8' CLG o 6'-4„ N 5'-4" _ `N 4-0 BFD O 2-6 �o 2 _ 4'-8" 5,_4» - W �IATTIC� O FAMILY ROOM �_ 10'-10" 3'-2" - (ACCESS L- VOL CLG / 2-0 DW - 0 J 0 N o �0 KITCHEN MASTER co 0 15'-0" VOL CLG wic A a J BEDROOM 2 'J J O �8' CLG 8' �G KNEE Ln j�� 8 CLG = Q 8,-10„ SPACE E7 J J N O cn71 cn 00 6'-7" 2' 10" 9�0 0 12" '-0 EYEBROW ARCH -0" I 5'-4" J < ❑B (SEE DETAIL) 8' W L - I 7'CLG 0 _ W STD TUB 20' WALL J NB WALL ♦ IL ] -2' 3-0 "UTILITY �� N� Q O FOYER = 8'-11" `o Quj = °°C°00 Q LIVING N 10' CLG co - o0 D _ A/H 0 30" AF + �cn 1, 0" x J 0 min �❑A ROOM 'n 'n DINING 2-8 8' CLG SOLID CORE A H 30" AFF G — / o 7'-2"DV VOLOM 5,-4„ � I C) WH A/C � ❑ o C 1 CV 19'-4" (2 3-0 I RANSOM ABOVE ' 13'-3" (2) 2X10 #2 SYP cn o ATTACH TO KNEE C) LJ PRE -CAST TOP CRS I WALLS W/(1) USP RT18 (OR EQUAL) SI L-CAS ATOP CRS 0 SILL 12" AFF Q a ♦ 485 EB ♦ ♦ 485 EB C ❑ ♦ L 9'-6" ❑C 5-1" ENTRY 8'-11" 3' 4" 2x 10 2 SYP d- o N - BEAM/HEADER (TYPICAL) GARAGE N 16"0 CMU STOP COLUMNS ON 24x24 BASE ® 7'-4" 14'-7" 6'-6" 12'-3" 33'-4" LIVING AREA 1841 FLOOR PLAN C 114 =1 ' ENTRY 50 GARAGE 438 WASHER & DRYER LOCATIONS REMAIN THE SAME REGARDLESS LANAI 1 1 1 OF GARAE ON LEFT, AND DRIYER ONSHER RIGHT. TOTAL AREA 2 440 J 16'x7' OHD L1 LINTEL (MINIMUM) DD 7' MIN FROM GAR FLOOR TO BOT OF PRE -CAST 2'-4" 16'-0" 2'-4" 20'-8" NOT TO SCALE LINTEL SCHEDULE LINTEL SIZE REINF L1 8"x 16" 1-#5 T&B L2 8% 24" 1-#5 T&B L3 8% 32" 1-#5 T&B *PRECAST LINTEL, (1) #5 REBAR IF OVER 6' NO REBAR REQ'D IF LESS �TH AN 6' 3 TAB FIBERGLASS SHINGLES ON 15# FELT, 1/2" COX SHEATHING OR 7/16" O.S.B. - 8d NAILS ® 6" o.c.--\ SIMPSON HETA20 ® EA END OF EA TRUSS (OR EQUAL) 36"x36"x12" COLUMN COLUMN PAD W/ � (3) #5 EACH WAY I FOUNDATION PLAN , /4 99 - 7 1/4" TAPCONS W/MIN. 1 1/2" EMBEDMENT - 24" O.C. (MAX) W/ 1/4 TAPCON ON EACH SIDE OF COLUMN WITHIN 6"--\ 1X2 OPEN BACK 1 1/2" MIN. EMBEDMENT (TYP.) ROOF PITCH CONC. ATTACHMENT PER ELEVATION DETAIL - N.T.S. NOT TO SCALE -ENGINEERED TRUSS OTHERS) R-19 BAT. INSUL. MIN. 2x SUB FASCIA (SEE ENERGY CALC.) }" GYP CEILING BRD ALUMINUM OR LINTEL BLOCK w/1 #5 CONT. VINYL SOFFIT FILLED w/3000 PSI CONC. PRECAST CONC. LINTEL-' w/1 - #5 CONT. ® SPANS 6'-0" AND GREATER ALUM. WINDOW - (SIZE PER PLAN) PRE -CAST CONC. SILL STUCCO FINISH #5 BAR DOWEL w/10" STD. HOOK (LAP MIN. 25" w/ VERT. REINF. BAR) -�, 1/2" GYP. BRD. 0 WALLS ON 1x2 PT FURRING STRIPS ® 24" o.c. w/R4.2 MIN. INSUL. 3 1/2" CONC. SLAB w/6x6 #10 W.W.M. OR FIBERMESH OR ENGINEERED SOIL_., :: II=III=III -III=11 III=III= Z . I1=1 I I • I I-�I -1 N (III' I . M ' L3 co (2)-#5 CONT.--"'1,_4„ • 3 aR TYPICAL CMU WALL SECTION K.O. COARSE NOT TO SCALE ' EXISTING UNDISL1 :;., 4" THICK REINF. CONC. ENGINEEREDDSOR ; SLAB W/ 2500 P.S.I. • K.O. COARSE •'; K.O. COARSE ALL CELLS, K.O. & == ► �'. = FIBERMESH 12X18 BELL =1 -I �' •, �I =1 FOOTER. i ; . . P.C. LINTEL FILLED , .. .. ALL CELLS, K.O. & ; • .r ALL CELLS, K.O. & ;''• w/3000 PSI CONC (2)-#5 REBAR 12. s cup P.C. LINTEL FILLED " P.C. LINTEL FILLED ALT MONO FOOTER w/3000 PSI CONC w/3000 PSI CONC ; • DETAIL P.C. LINTEL P.C. LINTEL P.C. LINTEL HOSE BIB L� z 1" x 2" OPEN BACK 7 W/ #10 x 2" S.M.S. o g 0 24" O.C. (MAX) 0Uw TYP. SCREEN WALL Z 5 o ATTACHMENT DETAIL 4" THICK REINF. CONC. SLAB a a NOT TO SCALE 2500 P.S.I. W/ FIBERMESH 4" THICK REINF. CONC. SLAB a- W/ 2500 P.S.I. FIBERMESH 8x8 Q0M 8X12 STEP-DOWN FOOTER (NO REBAR REQUIRED) MONO FOOTER (NO REBAR RQD.) 8 STEP-DOWN � FTHICKENED EDGE FOOTER DETAIL NOT TO SCALE NOT TO SCALE REF SPACE 0� I I EEEE KITCHEN ELEVATION #1 KIT ELEV #2 KITCHEN ELEVATION #3 MASTER BATH ELEVATION C'ADINET ELEVATIONS 114" = 1 ' Q Lv LL 0 x 15 6ACA 'l j�L V' U "'. c op ot -LVL'L's sLgE_tjiv ' C7F��.� PLANS 6AA 2014 �.. t4- 0 HALL BATH ELEVATION — - --- - i i I �, i 54'—A" FRONT ELEVATION C CONTINUOUS RIDGE VENT (TYPICAL) 114-1' CONTINUOUS RIDGE VENT (TYPICAL) 12 5 REAR ELEVATION 114" = 1' RIGHT ELEVATION 1/4" = i' LEFT ELEVATION 114 " - 1 ' 16" RETURN 181 • WINDOW SILL TRIM 5.00 .25' SLOPE 4X7 MN-0025 3.99 Ln 7.04 2.00�_ N 1.00 4 .00 r 3'-0" 'Pr If cniI 36"x 18"x 12" STONE DETAIL 11499_ 1J 16" RETURN oC I 18'-4" 11'-4" 5-8" 18'-8" 7'-0" 14'-0" 2'-0" 24 0" 7'-0" 07 Ln 1 U U U U C . . . . . . . • . • Ln M 1 1 C i U U 00 C� ...... 3 C Ln... .. G C J 3 00 O C . . . . . . . . . . . 1 CJ5 5 co . . . . . . . . . . . '... 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M Ln L Li 3 A C J 3 R=8058 B 4 R=5621 U U U o Q Q o U=1606 B3 U=1126 C 1A 5 CJ A � B 3 Q0 Q 14'-7" U U 6'-6" 12'-3" o B 1 10'-6" 33'-4" CJ5 CJ5 TRUSS LA YO UT C 114 " = 1 ' TRUSS ANCHORS CJ3 CJ3 TRUSS TO BLK WALL CALCULATED FOR WORST CASE SCENERIO (1) USP �1 E 7 TA 20 (OR EQUAL EACH END EACH TRUSS CONNECTED w/(8) 10d NAILS ® EACH STRAP FOR (1) PLY OR HIP GIRDER, USE (2) USP TA20 EACH J1 M Ln Ln U M C 1 END FOR (2/3) PLY GIRDER USE (2) USP TA20 EACH END FOR GABLE � U END TRUSS, USE (1) USP TA20 OR EQUAL UNLESS NOTED OTHERWISE 20'-8„ U FIELD BRACING is not the responsibility of the truss fabricator, truss designer, or plate manufacturer, Persons erecting trusses are cautioned to seek professional advice regarding temporary and erection bracing which is always required to prevent toppling and dominoing during erection, and permanent bracing which may be required in specific applications, Trusses shall be erected and fastened in a straight and plumb position. Where no direct top chord sheathing is applied, trusses must be braced at 24' on center maximum. Where no direct bottom chord sheathing is applied, trusses must be braced at 10'-0' on center maximum. Trusses must be handled with extreme care during erection to prevent damage or personal injury. Refer to truss engineering for connection and bracing requirements, These calculations are supplied in order for the ENGINEER OF RECORD to adequately provide for connection and integration of the roof assembly to the supporting structure. Designers of supporting connections are SOLELY responsible for the integrity of their product. Trusses remain our property until paid for in full, Truss layouts and engineering may not be reproduced in part or in full under any circumstances. APPROVED TRUSS ANCHOR BY BUILDER S 12 PLUMB CUT OVERHANG HEEL HEIGHT = 2 x 4 STD, BOTTOM = 2x4 MIN, TOP = 2x4 MIN, ° I 2.5 12 lr� j 1'-0" N_ TRUSS END DETAIL STRAP / NAILING SCHD QTY STRAP MFG. NAILING - HUS 26-2 SIMPSON (4) 12d - RT - 18 USP (4) 1Od - TA - 20 USP (8) 1Od SPECIAL NOTE ANY PARTY WHO CUTS OR DAMAGES A TRUSS SHALL BE RESPONSIBLE FOR THE ENGINEERING DESIGN AND COST OF THE REQUIRED REPAIR, WARNING H A SPREADER BAR IS REQUIRED TO PROPERLY SET TRUSSES ON THIS BUILDING, REFER TO HIB 91 SUMMARY SHEET OR CALL C941)665-9001 FOR INFORMATION, TRUSS BRACING 1) THE TOP CHORD PERMANENT BRACING IN THE FORM OF SHEATHING, OR PURLINS FOR A PIGGYBACK CONDITION. 2) BOTTOM CHORD PERMANENT BRACING IN THE FORM OF PURLINS ONLY IN AREAS WHERE THE DRYWALL WILL NEVER BE ATTACHED. THIS CAN OCCUR WHEN A BOTTOM CHORD IS CONCEALED BY A "FILLER" BOTTOM CHORD SECTION OR "FALSE" BOTTOM 3) ALL PERMANENT WEB BRACING AS SPECIFIED BY THE INDIVIDUAL TRUSS DESIGN DRAWING. REFER TO ENG PACK FOR CONNECTION — REFER TO ENG PACK FOR CONNECTION CJ5 CJ 3 CJ 3 � 1� o In %n U CJ1 CJ1 U U 110 4 1'-01 4 2'-0" 2'-0" 2'-0" TYPICAL 5' SETBACK TYPICAL 7' SETBACK CORNERSET LABELING CORNERSET LABELING AND SPACING AND SPACING ROOF DETAIL 114 BOND BEAM/ LINTEL NAIL OSB TO- 2X4 BLOCKING W/(2) 8d EACH END NAIL OSB SHEATHIN( 2X4 ® E[ MIN. 8d E 2X4 NAILED TO MASONRY W/MIN. 2-1/2" CASE HARDENED/ T- NAILS ® 4" O.C. WINDOW BUCK ATTACHMENT PER MFG. ARCH/ELLIPSE/E YEBR 0 W FRAME CONNECTION N. T.S. NOT TO SCALE HOSE BIB 5/8"x GROUP ROD EL_v'_�._'CTRIC PLAN 114 " -> ' ELECTRICAL RISER SCALE N.T.S. ELECTRICAL NOTES SMOKE DETECTORS LOCATED ON WALL 12" TO BOTTOM OF BOX OUT. VANITY LIGHTS 80" TO CENTER OF BOX OUT, FRONT DOOR GFI 4" OFF SLAB CENTER (SEE PLAN FOR LOCATION). TV AND PHONE LOCATIONS PER COLOR SHEET. OTHER ELECTRICAL OPTIONS PER COLOR SHEET. DISHWASHER, DISPOSAL OUTLETS UNDER SINK. MICROWAVE PRE -WIRE. NOTES 8KW & 3 1/2 TON - 6/2 ROMEX U/G FROM UTILITY CO. LIVING AREA 1841 ENTRY 50 GARAGE 438 LANAI 111 TOTAL AREA 2440 ELEC LEGEND SYM. DESCRIPTION SINGLE POLE SWITCH THREE WAY SWITCH 4 FOUR WAY SWITCH 110V RECP. 110V DUPLEX RECP. 220V RECP. 110V GROUND FAULT INTERUPT HALF SWITCHED DUPLEX RECP. LIGHT FIXTURE ® RECESSED LIGHT FIXTURE O JUNCTION BOX EXHAUST FAN EXH. FAN/LIGHT COMBINATION ' TELEPHONE JACK SD SMOKE DETECTOR S�C COMBO SMOKE/CARBON MONOXIDE DET. TELEVISION OUTLET 4))� SPEAKER WIRE OT THERMOSTAT HVA C PLAN 114 " =1 ' EQUIPMENT BY (SEE ENERGY CALC) COND SEE ENERGY CALC A/H SEE ENERGY CALC HEATER 8KW) SEER 14 HSPF 7.5 DUCTBOARD R-6.5 FLEX R - 6 BOOTS R-6 TAPE FASSON UL 181 ii t._..T., i�u r ,�r,mr-u moue u��Em�i��.��taa�a�.�,�i i.ai�e�.u�rei� _i�i i...a i � � i iI i CODE FRAME ROUGH OPENING CODE FRAME ROUGH OPENING 12 1 18 5/8 X 25 1/2 22 36 1/2 X 25 1/2 13 18 5/8 X 37 7 8 23 36 1/2 X 37 7 8 14 18 5/8 X 50 1 8 24 36 1/2 X 50 1 8 245 36 1/2 X 55 1/2 15 1858X621 2 25 361 2X621 2 16 18 5/8 X 71 1/2 26 36 1/2 X 71 1/2 17 18 5/8 X 83 1/2 27 36 1/2 X 83 1/2 1/2 32 26 X 25 1/2 32 52 5/8 X 25 1/2 1/2 33 26X3778 33 5258X3778 1/2 34 26 X 50 1 8 34 52 5 8 X 50 1 8 345 52 5/8 X 55 1/2 1/2 35 26 X 62 1/2 35 52 5/8 X 62 1/2 1/2 36 26X71 78 36 5258X71 1/2 1/2 37 26X831 8 37 5258X831 2 2024 24 X 28 3050 36 X 60 2030 24 X 36 3060 36 X 72 2040 24 X 48 3424 40 X 28 2050 24 X 60 3430 40 X 36 2060 24 X 72 3440 40 X 48 2424 28 X 28 3450 40 X 60 2430 28 X 36 3460 40 X 72 2440 28 X 48 3824 44 X 28 2450 28 X 60 3830 44 X 36 2460 28 X 72 3840 44 X 48 2824 32 X 28 3850 44 X 60 2830 32 X 36 3860 44 X 72 2840 32 X 48 4024 48 X 28 2850 32 X 60 4030 48 X 36 2860 32 X 72 4040 48 X 48 3024 36 X 28 4050 48 X 60 3030 36 X 36 1 4060 48 X 72 3040 36 X 48 GENERAL NOTES SUPPLEMENTAL NOTES A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS USE. OR, ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-O" AWAY FROM BUILDING SIDE WALLS. IRRIGATION/ SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'-O" OF THE BUILDING SIDE WALLS. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES. EXCEPTION: PAINT OR DECORATIVE CEMENTITIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED OR FORMED. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT. MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENTIS REQUIRED. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1'-O" OF THE STRUCTURE SIDEWALLS. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED. ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES & LAWS OF THE FLORIDA DEPT OF AGRICULTURE AND CONSUMER SERVICES." AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 1'-O" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES, TUB TRAP BOXES, FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIAL. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED WITHIN 15'-0" OF ANY BUILDING OR PROPOSED BUILDING. MASONRY GENERAL NOTES STRUCTURAL DESIGN CRITERIA 1. MASONRY CONSTRUCTION SHALL CONFORM TO ACI STANDARD BUILDING CODE 1. FBC / FBCR 2010 REQUIRMENTS FOR CONCRETE MASONRY STRUCTURES (ACI 530-08). 2. ASCE/SEI 7-10 CODE (140 mph) 2. CONCRETE BLKS SHALL CONFORM TO ASTM C 90 (28 DAY STRENGTH=2000 3. STRUCTURE RISK CATEGORY = II PSI, FM=1350 PSI) LAID IN RUNNING BOND. 4. ENVELOPE PROCEDURE FOR LOW RISE BUILDINGS 3. MORTAR SHALL BE TYPE S OR M. 5. EXPOSURE FACTOR = B 4. WHERE SHOWN, CELLS OF MASONRY BLOCK SHALL BE FILLED WITH CONCRETE 6. INTERNAL PRESSURE COEFFICIENT = f0.18 WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS & 1-#5, 7. 2nd FL LOADS: LIVE LOAD-40 PSF/DEAD LOAD-10 PSF VERTICAL. 8. ROOF LOADS: LIVE LOAD-20 PSF/DEAD LOAD-10 PSF 5. PROVIDE KNOCK -OUT IN CONCRETE MASONRY UNIT AT BASE OF EACH FILLED 9. COMPONENT & CLADDING WALL PRESSURE= (+35.3) (-47.2) PSF (MAX) CELL TO ALLOW VISUAL VERIFICATION OF COMPLETE GROUT PENETRATION. ROOFING / FLASHING DRAINAGE ROOF DEAD LOAD - 7# P.S.F. ROOF LIVE LOAD - 20# P.S.F. ALL ROOF PROVIDE AN ALTERNATE METHOD OF DIVERTING WATER AWAY FROM THE COMPONENTS ARE PRE-ENGINEERED TRUSSES. ENG. WILL BE SUPPLIED TO FOUNDATION, WHICH WAS NEEDED IN SITUATIONS LIKE "ZERO -LOT -LINE" FIELD INSPECTOR AT TIME OF FRAMING INSPECTION (SEE TRUSS LAYOUT CIRCUMSTANCES. THE ALTERNATIVE IS TO PROVIDE A MINIMUM OF 5% SLOPE AWAY FROM THE FOUNDATION. PROVIDED.) ROOF SHEATHING NAILING SCHEDULE FOR 7/16" OSB ROOF STEMWALL FOOTING DECK, USE 8d CC NAILS, SPACE 6" O.C. AT EDGES & 6" O.C. IN FIELDS. GAF SENTINEL/TIMBERLINE/CERTAINTEED FIBERGLASS SHINGLES SECURE STEMWALL FOOTING AS SHOWN ON WALL SECTION UP TO 36" HIGH CAN BE w/(5) NAILS PER SHINGLE ON 15# FELT OVER 7/16" OSB ROOF DECK. USED WITH UNBALANCED FILL. UNBALANCED FILL GREATER THAN 36" SHALL BE PRODUCT MEETS ASTM D3462, D3161 F, D7158 G AND UL 997 FOR WIND TEMPORARILY SUPPORTED DURING BACKFILLING & CONCRETE SLAB PLACEMENT SPEEDS UP TO 140 MPH. FLASH ALL VALLEYS W/ MIN. 16%26GA VALLEY BY CONTRACTOR. THE MAXIMUM STEMWALL HEIGHT SHALL BE 10'-0" METAL PLACED OVER FELT NAILED 12" o.c. @ EDGES. WHERE WALLS MEET WINDOWS ROOF LINE, ALL FLASHING SHALL CONFORM TO FBC REQUIREMENTS. ALL WINDOWS TESTED AND APPROVED IN ACCORDANCE WITH ANSI/AMMA/NWWDA FRAMED WALLS 101/IS2 STANDARD AND LABELED AS SUCH. WINDOWS TO BE INSTALLED PER ALL INTERIOR NON -BEARING WALLS MEET R6021.3.1. LUMBER TO BE MANUFACTURERS REQUIREMENTS FOR APPLICABLE DESIGN PRESSURE. WINDOWS STD SPF OR HIGHER GRADE. IN MASONRY WALLS SHALL BE ANCHORED THROUGH 1x BUCK INTO MASONRY. ALL INTERIOR FRAMED BEARING WALLS TO BE #2 SPF. WINDOWS IN WOOD FRAMED WALLS MAY BE INSTALLED WITHOUT BUCKS. ALL ALL WOOD BEARING HEADERS TO BE #2 SYP (SIZES AS INDICATED ON PLAN) MULLIONS SHALL CONFORM TO FBC REQUIREMENTS OF 1.5x THE DESIGN LOAD. FRAMED GARAGE WALLS TO HAVE MIN 1/2" GYPSUM BRD (IF AREA ABOVE THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW TO BE A MIN. OF GARAGE IS HABITABLE, USE 5/8" TYPE X GYPSUM BIRD ON CLNG). 24" ABOVE FINISHED FLOOR WHERE THE OPENING OF THE OPERABLE WINDOW IS LOCATED MORE THAN 72" ABOVE FINISHED GRADE OR THE SURFACE BELOW. TRUSS ANCHORS EXCEPT FOR WINDOWS WHOSE OPENINGS WONT ALLOW A 4" DIA. SPHERE TO TRUSS TO BLK WALL CALCULATED FOR WORST CASE SCENERIO (1) SIMPSON PASS AND OPENINGS THAT ARE PROVIDED WITH GUARDS COMPLY WITH ASTM F HETA20 (OR EQUAL) EACH END EACH TRUSS CONNECTED w/(9) 10d NAILS 2006 OR ASTM F 2090. EACH STRAP FOR (1) PLY OR HIP GIRDER. USE (2) SIMPSON HHETA20 EACH END GARAGE DOOR FOR (2/3) PLY GIRDER. USE (2) SIMPSON HHETA20 EACH END FOR GABLE END GARAGE DOOR TO BE 140 MPH RATED (MIN +18.3/-20.4 PSF DWP) INSTALL TRUSS, USE (1) SIMPSON HETA20 OR EQUAL UNLESS NOTED OTHERWISE 2x6 PT EA SIDE wA3) 1 /2"x8" "J" BOLTS w/2" WASHERS SPACED EQUALLY MISPLACED TRUSS STRAP IN THE CASE WHERE TRUSS STRAP IS MISSING THE ALONG LEGNTH EMBEDED INTO POURED CELLS (OPTION: MAY USE 1/2"x6" FOLLOWING METHOD MAY BE USED AS AN ALTERNATE. SUBSTITUTE A SIMPSON WEDGE ANCHORS W/2" WASHERS) ANCHOR 2x6 PT ABOVE DOOR TO LINTEL W/ MTS18 OR HUGHES RT18 TW (OR EQUIVALENT) FOR EACH HETA20-18 MISSED. ISDGE REQUIRED ANCHORS,CONCRETE THE CINSTALLATION INSTRUCTIONS DARE EQUIREDNTO BEENT CONNECT () / CONNECT TRAP TO BOND BEAM WITH 3 3 16" X 1 3/4" HEX HEAD TAPCONS. PROVIDED AND AVAILABLE ON THE JOB SITE AS WELL. THIS ADDITION ENABLES THIS SUBSTITUTION IS GOOD FOR A MAXIMUM UPLIFT OF 1,000# PER STRAP. ENABLES ASSURANCE OF COMPLIANCE ELECTRICAL NOTES EXTERIOR PRE -HUNG DOORS ELECTRICAL SYSTEMS AS INDICATED ON THESE PLANS ARE SCHEMATIC ONLY 1x DOOR BUCK ( IF READ) TO BE ATTACHED TO MASONRY WALL w 1 1/2 x.106 AND DESIGNS SHALL BE PREPARED IN ACCORDANCE WITH THE NATIONAL / ELECTRIC CODE (2008 NEC). WIRE COLLATED NAILS @ 4"O.C. 2x DOOR BUCK (IF READ) TO BE ATTACHED TO SMOKE DET. LOCATED ON WALL 12" TO BOT. OF BOX OUT. VANITY LIGHTS MASONRY WALL w/2 1/2x.106 WIRE COLLATED NAILS ® 4" O.C. SECURE PRE- 80" TO CENTER OF BOX OUT. FRONT DOOR GFI 4" OFF SLAB CENTER (SEE HUNG DOOR UNIT PRE MFG SPECS. PLAN FOR LOC.) TV & PHONE LOCATIONS PER COLOR SHEET. OTHER ATTIC ACCESS ELECTRICAL OPTIONS PER COLOR SHEET. DISHWASHER, DISPOSAL OUTLETS UNDER SINK. MICROWAVE PRE -WIRE. 1OKW & 5 TON - 6/2 ROMEX. FRONT ATTIC ACCESS SHALL COMPLY WITH SECTION R807.1 WITH A MIN. OPENING OF DOOR GFI 4" OFF SLAB CENTER (SEE PLAN FOR LOCATION) 22%30". ALL ELECTRICAL AT SLIDING GLASS DOOR TO BE ON RIGHT HAND SIDE EXTERIOR SIDING REGUARDLESS OF GARAGE HANDING. MIN 3/8" LP SMARTPANEL OR 7/16" OSB SHEATHING NAIL w/8d CC 6" O.C. LATH EDGES & 6" O.C. IN FIELDS ALL ATTACHMENTS FOR SECURING WIRE LATH SHALL BE SPACED NOT MISPLACED WALL RIENFORCING NOTE MORE THAN 6" APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE TIED BETWEEN SUPPORTS NOT TO EXCEED 9". ALL METAL LATH IN THE CASE WHERE A FOOTING DOWEL IS MISPLACED THE FOLLOWING SHALL BE LAPPED 1" MIN. METAL WIRE LATH SHALL BE ATTACHED TO CORRECTION IS ACCEPTABLE: ADD A DOWNPOUR w/(1) #5 VERT REINFORCING NAILS C WITH WOOD PENETRATION WOFH3/4 AND EQUIVALENT ENT OVER 4ATGLEASTGALVANIZED IN THE CORRECT ORIGINAL LOCATION. THE BAR SHALL BE TIED INTO THE BOND STRANDS OF LATH. A BOND BREAK SHALL BE PROVIDED BETWEEN THE BEAM w/ A MIN. HOOK OF 10". THE BOTTOM OF THE BAR SHALL HAVE A WATER- RESISTIVE BARRIER & THE CEMENT PLASTER CONSISTING OF ONE #5x24" LONG DOWEL DRILLED 4" INTO THE CONCRETE SLAB & SET IN SIMPSON OF THE FOLLOWING: TWO LAYERS OF AN APPRVD WATER-RESISTANT SET EPDXY. CELL SHALL BE FILLED w/ A MIN. 2500 PSI CONCRETE. BARRIER MATERIAL OR ONE LAYER OF AND APPVD WATER-RESISTANT BARRIER OVER AN APPRVD PLASTIC HOUSE WRAP SHALL BE UNDER FLASHING, SEALANTS, AND WEATHERSTRIPPING WIRE LATH. ALL FENESTRATIONS PRODUCTS TO BE SEALED AT THE JUNCTURE OF THE FENESTRATION BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 AND ASTM C JUNCTURE OF EXTERIOR PLASTER AND ANY FENESTRATION PRODUCT IS 920, ASTM C 1281, AA812, OR OTHER APPROVED STANDARD. REQD TO BE SEALED WITH A SEALANT COMPLYING WITH SECTION 612.12 SINGLE DOOR FL# CODE VERSION STATUS MANUFACTURER CATEGORY SUB CATEGORY PRODUCT MODEL # OR NAME PRODUCT DESCRIPTION DOORS- BOOR ASSEMBLIES IMPAG DOORS DOORS - --- -DE)OR WITH NON RESISTANT GLAZING 10788 2010 APPRVD ALENCO WINDOWS WINDOWS SINGLE HUNG 3700 SERIES SINGLE HUNG ALUMINUM SH WINDOW WITH IMPACT RESISTANT GLAZING 14634.2 2010 APPRVD PLYGEM WINDOWS EXTERIOR DOORS SLIDING EXT DOOR ASSEMBLIES 4700 SERIES SINGLE HUNG ALUMINUM SH WINDOW WITH IMPACT RESISTANT GLAZING 821-R3 2010 APPRVD UNITED STEEL PRODUCTS COMPANY STRUCTURAL COMPONENTS WOOD CONNECTOR ANCHORS 10655-R1 2010 APPRVD SIMPSON STONG-TIE COMPANY STRUCTURAL COMPONENTS WOOD CONNECTOR ANCHORS 1774.1 2010 APPRVD COMMERCIAL CONIC COMPANY STRUCTURAL COMPONENTS PRECAST/PRE- STRESSED LINTELS 8" &12" LINTELS 158.1 2010 APPRVD CAST CRETE CORPORATION STRUCTURAL COMPONENTS HIGH STREGTH CONCRETE LINTELS 4", 6", 8" AND 12" WIDE LINTELS 4904-R4 2010 APPRVD MASONITE INTERNATIONAL EXTERIOR DOORS SWINGING EXT DOOR ASSEMBLIES STEEL DOOR WITH OR WITHOUT SIDELITES 5444.1 2010 APPRVD CERTAINTEED CORPORATION ROOFING ASPHALT SHINGLES 3-TAB / ARCH LAMINATED SHINGLE 2075.2 2010 APPRVD FL METAL PRODUCT COMPANY INC ROOFING ROOFING ACCESSORIES RIDGE VENT 15961.2 2010 APPRVD SOUTHEASTERN METAL MFG CO ROOFING ROOFING ACCESSORIES OFF RIDGE VENT 15279.20 2010 APPRVD CLOPAY BLDG PRODUCTS CO EXTERIOR DOORS SECTIONAL EXT DOOR ASSEMBLIES WINDCODE W4 GARAGE DOOR 13389.1 2010 APPRVD CERTAINTEED CORPORATION PANEL WALLS SOFFITS VINYL SOFFITS 13531 1 2010 APPRVD PlyFASTner LLC ISTRUC COMP ANCHORS DOUBLE DOOR SINGLE DOOR W/ SDLT SINGLE DOOR W/(2) SDLTS EXTERIOR PRE -HUNG DOORS SECURE PRE -HUNG DOOR UNIT USE #10 WOOD SCREWS/TAPCONS USE SIMPSON 1/4" X 1 1/2" MIN NAILON PINS AT THRESHOLD DOOR INSTALATION/FASTENER PLACEMENT NOT TO SCALE ROOF PITCH PER ELEVATION �- CONNECT BEAM TO TRUSS W/SIMPSON MTS12. U.N.O. 2 SYP BEAM (SIZE PER PLAN) STRAP W/(1) SIMPSON HETA20 ALL CELLS THAT FLOOR PLAN INDICATES REBAR SHALL BE CONCRETE FILLED. CMU COLUMN AT FRONT ENTRY PORCH W/#5 VERTICAL. COLUMN HEIGHT PER ELEVATION) (COLUMN SIZE & REBAR PLACEMENT PER FLOOR PLAN) FOOTING DOWELS: 2-#5 EMBED. 6" MIN. INTO FTG. W/ 90" HOOK PAD PER FOUND PLAN MASONRY COLUMN DETAIL W/UPSET BEAM (ENTRY) NOT TO SCALE ROOF PITCH PER ELEVATION TRUSS STRAP PER 11J GENERAL NOTES PRECAST LINTEL W/(1) #5 (T&B) CONTINUOUS SPAN BETWEEN COLUMNS W/MIN. 8" BEARING SURFACE EACH END CAP ALL CELLS THAT FLOOR PLAN INDICATES REBAR SHALL BE CONCRETE FILLED. CMU COLUMN AT FRONT ENTRY PORCH W/#5 VERTICAL. COLUMN HEIGHT PER ELEVATION) (COLUMN SIZE & REBAR PLACEMENT PER FLOOR PLAN) FOOTING DOWELS: 2-#5 EMBED. 6" MIN. INTO FTG. W/ 90" HOOK PAD PER FOUND PLAN MASONRY COLUMN DETAIL W/PRECAST LINTEL NOT TO SCALE 26 GA VALLEY METAL (SEE GENERAL NOTES FOR NAIL PATTERN) ROOF DECK W/15# FELT N, SHINGLES NOTES TYPICAL EACH SIDE VALLEY FLASHING DETAIL NOT TO SCALE (I METAL FLASHING CD SHINGLE <c LJ ROOF CEMENT ROOF DECK FLASHING DETAIL NOT TO SCALE COMPONENTS AND CLADDING FLORIDA BUILDING CODE 2010 SECTION 301.2 140 MPH N0. ZONE EFFECTIVE WIND AREA DESIGN WIND PRESSURE A 4 10 +35.3/-38.2 B 4 20 +33.7/-36.7 C 4 50 +31.6/-34.6 D 4 100 +30.0/-33.0 AA 5 10 +35.3/-47.2 BB 5 20 +33.7/-44.0 CC 5 50 +31.6/-39.8 DID 5 100 +30.0/-36.7 TYPICAL EXAMPLES A 1/2 32, 1/2 33, 1/2 34, 22 B 1/2 SH 35, 1/2 32-34, 3-0 36, ALL SH 2- DOOR OR LESS C SH 35, 36, 5-0 OR 6-0 SGD D 8-0 SGD, 8-0 OHD 16-0 X 7-0 OHD < +22.0/-26.9 CONVENTIONAL VALLEY FRAMING DETAIL_ GABLE END, COMMON RIDGE BEAM TRUSS OR GIRDER TRUSS - (SEE NOTE #6) VALLEY RAFTERS (24" O.C. MAX) 12 P TRUSS TYPICAL (24" O.C.) POST SEE NOTE #8) CONSTRUCTION SEQUENCE (ALL MATERIAL 32 OR BETTER) TRUSS MUST BE SHEATHED 1. INSTALL BASE TRUSSES. 2. APPLY SHEATHING TO TOP CHORD OF SUPPORTING TRUSSES. IF SHEATHING IS NOT APPLIED, PROVIDE 2x4 PURUNS AT 24" O.C. ON THE TOP CHORD OF THE SUPPORTING TRUSSES UNDER THE VALLEY FRAMING. CONNECT PURLINS TO EACH TRUSS WITH (2) - 16d NAILS. 3. BRACE BOTTOM CHORD AND WEB MEMBERS PER TRUSS DESIGNS. 4. INSTALL 2 x 4 VALLEY PLATES. FASTEN TO EACH SUPPORTING TRUSS WITH (2) 16d NAILS. 5. DEFINE VALLEY RIDGE BY RUNNING A LEVEL STRING FROM THE INTERSECTING RIDGE OF THE (a.) GABLE END, (b.) GIRDER TRUSS OR (c.) COMMON TRUSS TO ROOF SHEATHING. 6. SET 2 x 6 #2 RIDGE BEAM. SUPPORT WITH 2 x 4 POSTS SPACED 48" O.C. BEVEL BOTTOM OF POST TO SET EVENLY ON THE SHEATHING. FASTEN POST TO ROOF SHEATHING WITH (3) 10d TOE NAILS. 7. FRAME VALLEY RAFTERS FROM VALLEY PLATE TO RIDGE BEAM. MAXIMUM RAFTER SPACING IS 24" O.C. FASTEN VALLEY RAFTER TO RIDGE BEAM WITH (3) 16d NAILS. FASTEN VALLEY RAFTER TO VALLEY PLATE WITH (3) 16d TOE NAILS. 8. SUPPORT THE VALLEY RAFTERS WITH 2 x 4 POSTS 48" O.C. (OR LESS) ALONG EACH RAFTER. INSTALL POSTS IN A STAGGERED PATTERN AS SHOWN ON PLAN DRAWING. ALLIGN POSTS WITH TRUSSES BELOW. FASTEN VALLEY RAFTER TO POST WITH (4) 10d NAILS. FASTEN POST TO SHEATHING WITH (3) 16d TOE NAILS. FOR PURLIN APPLICATION, CONNECT 2x4 POST TO FACE OF TOP CHORD WITH (4) 10D NAILS. HIP SET TRUSSES (2) 2X10 CONNECT TO OUTSIDE SYP BEAM BEAMS W/USP HC CONNECT BEAMS W/ HUC 2x10 -2 OR EQUAL =11=1 (2) 2X10 SYP BEAM (2) 2X4 CONNECTED TO COLUMN W/(2) USP TA20 & TO (2) 2X10 BEAM W/(2) USP RT18 DECORATIVE FRAME 16"0 COLUMN W/(2) #5 - 24" X 24" CMU o COLUMN d COLUMN PAD PER FOUNDATION PLAN FRONT VIEW COLUMN LOAD -BEARING PRESSURE SIMPSON H2.5 CLIP CLASS OF MATERIAL (LBS. PER SQ/FT) TRUSS TO TOP (2) CRYSTALLINE BEDROCK 12,000 PLATE (TYP) 7/16" OSB SHEATHING ROOF SHEATHING SEDIMENTARY AND FOLIATED ROCK 4,000 (CONT.) ATTACH W/ PER GENERAL NOTES SANDY GRAVEL AND/OR GRAVEL 3,000 8d NAILS © 6"o.c. XEDGE BACK NAIL W/ (2) W/SIMPON H2.5 (OR12d COMMONS ATTACH TO TOP CHORDk'r"0R'Lc" (GW AND GP) & FIELD EQUAL) 2X4 LADDER/OUTLOOKER SAND, SILTY SAND, CLAYEY SAND, 2,000 1 Q 24" OVERHANG SPACE 24` SCISSOR TRUSS Q.C. 12"/16" OVERHANG SILTY GRAVEL AND CLAYEY GRAVEL (2) 2X4 Li SPACE 48" O.C. (SW SP,SM,SC,GM AND GC TOP PLATE Q ) SIDING OR SHEATHING (SEE GENERAL NOTES CLAY, SANDY CLAY, SILTY CLAY, 1,500 2X4 �"� ATTACHMENT) FOR PANEL SIZE & 2x4 RAT RUNS OR 2x4 BLOCKING o CLAYEY SILT, SILT AND SANDY SILT 16" O.C. FRAM ING ATTACH 2X4 DIAPHRAM TO SPACES FROM EACH ENDRATTA H (CL,ML,MH AND CH) GABLE TRUSS VERTICAL TO EACH BOTTOM CHORD MIN. (2) 2X4 BOTTOM WEBS W /(2) 1Od 10d COMMON NAILS PLATE COMMON NAILS REW L NAILER GABLE END TRUSS KNEE WALL TRUSS BRACING PER STRAP TRUSS W/ SIMPSON TRUSS MFG. SPECS H"O (OR EQUAL) USING SIMPSON HETA20 © 24" O.C. STRAPPED CONTINUOUS (6) 10d NAILS (MIN) O 48" TO STUD & BOTTOM PLATE AND FOYER ARCH DETAIL (1)N#58EAM REBAR/ EMBEDDED INTO BOND BEAM CATHEDRAL ® CABLE DETAIL NOT TO SCALE STRUCTURALLY CONTINUOUS WALL KNEE WALL DETAIL NOT TO SCALE NOT TO SCALE VALLEY PLATE (SEE NOTE #4) POST SEE NOTE 8) GABLE END, COMMON TRUSS OR GIRDER TRUSS LIVE LOAD = 30 PSF (MAX) DEAD LOAD = 15 PSF (MAX) D.O.L. INC. = 1.15 ASCE 7-10 (MWFRS) 140 MPH NOTE 48" O.C. MAXIMUM POST SPACING OSB ROOF DECK - OVER ROOF SYSTEM (2) 2X10 SYP BEAM CONNECT BEAM TO--J TRUSS BELOW W/ MIN. (1) USP RT18 SIDE VIE W L(2) 2X10 #2 SYP ATTACH TO KNEE WALLS W/(1) USP RT18 (0 EQUAL) 6'-6" ENTRY 2X10 #2 SYP BEAM/HEADER (TYPICAL) 2) 2X4 16"0 CMU ON 2424 BASE TOP VIE W W/KNEE WALL DETAIL NOT TO SCALE STOP COLUMNS ® 7'-4" 2) 2X4 U