Loading...
HomeMy WebLinkAbout3611 Shady Bluff Lt7c I it Lr I Lr 4'-10" 10'-2" 1'-8" 13'-4" SILL 17" AFF SILL 17" AFF L1 LINTEL L1 LINTEL SH 25 15'-4" SH 25 00 I MASTER 1'-4" BEDROOM TT 8' CLG L1 LINTEL ♦♦ ♦ ♦ N LANAI J 8' C LG w CDi z_ co 2'-2" 8'-0" S-2" J J L1 LINTEL ♦ ♦ 8068 SGD 13'-0" 6-0 BFD ATTIC N 9'-4" LACCESS o GREAT m ROOM -10' MASTER O a' VOL CLG BATH � o m 8' CLG N � � UI � 2-6 I �n ♦ O3 —4^' � w m Z W z � O I � � I N J coI Q J � F— _� N ♦ LnJ ALL J BATH 1 8'ACLC cn J ♦ 8' C LG N Y, co 2-6 L� o I� Q J = cn Z N J J + BEDROOM 2 15'-4" JN N 8' CLG ell I 5-7>, 9'-9„ 0 w � a J m 40.5" WALL i�lw— z N O co � — -------- J J = J � o0 v» ♦ 10'-8" 2'-0" DW � o ♦ 10'-8" DESK O KITCHEN o I VOL CLG O BEDROOM 3 DRbP Lo 3'-4" d ♦ N o 8' CLG ZONE 7'-8„ O w 2-0 BF REF 5 —0 L.� Q D CD J w PANTRYc" I I A/ r Z N CO — v» V) (!H) ♦ N 2-0 S F g FOYER °` o r- DVTR 8' CLG CHE 7'-10" c� 2-8 Al� ♦ 2"SL ♦ ♦ F ATTIC w 8„ L- ACCESS J PORCH 8' CLG J 00 ♦ ♦ L1 LINTEL ♦ C" LIVING AREA 1367 ENTRY 53 LANAI 80 GARAGE 409 TOTAL AREA 1909 1'-8" 16'-0" 11-81, 19'-4" FLOOR PLAN B 1/4"=>' L3 NOT TO SCALE LINTEL SCHEDULE ' K.O. COARSE ` ' LINTEL SIZE REINF L1 t L1 8"x 16" 1—#5 T&B L2 8"x 24" 1—#5 T&B L3 8"x 32" 1— 5 T&B # �' K.O. COARSE ALL CELLS, K.O. & K.O. COARSE �. • ALL CELLS, K.O. & ALL CELLS, K.O. & P.C. LINTEL FILLED w/3000 PSI CONC ° *PRECAST LINTEL, (1) #5 REBAR IF P.C. LINTEL FILLED P.C. LINTEL FILLED OVER 6' NO REBAR REQ'D IF LESS `% w/3000 PSI CONC !: w/3000 PSI CONC ! ` THAN 6' P.C. LINTEL P.C. LINTEL P.C. LINTEL F-- —1 THKND EDGE ♦ ♦ 24"x24"x12" PAD W ♦ SLOPESAS& (3)L#5NEACH WA/ YI NEEDEDbi z Y 1 ♦ X11 0 o- r) � Q 0 c� 0 w z(3) #5 EACH WAY RECESS & COLUMN PAD W/ SLOPE AS �I 24"x24"x12" NEEDED ♦ I I♦ ♦ THKND EDGE FLOOR SLAB OF PLANT MIX CONCRETE 2500 P.S.I. 4" THICK W/ 6X6 10/10 GAUGE REINFORCING MAT W/ MIN. 1 COVER. TERMITE TREATED SOIL W/ VAPOR BARRIER OVER COMPACTED CLEAN FILL. FIBERMESH CONCRETE MAY BE USED IN PLACE OF MESH. ♦ DENOTES CONCRETE FILLED CELL W/1 #5 FROM FOUNDATION TO BOND BEAM (TYPICAL) THE FOUNDATION BEARING SOIL HAS A MINIMUM LOAD CARRYING CAPACITY OF 2,000 POUNDS PER SQUARE FOOT. 14 F-7 L— F—o me I ASH I ( WH MONO FOOTING (TYP)) STEM WALL CREATE 806 AN 1 IF STEP FTG W 2 5 CONT. IF STEP IS RECESS & I SLOPE AS NEEDED FO UNDA TION PLAN 114 =1 ' A/C IZ ELEC LEGEND SYM. DESCRIPTION SINGLE POLE SWITCH THREE WAY SWITCH 4 FOUR WAY SWITCH 110V RECP. 110V DUPLEX RECP. 220V RECP. GFI 110V GROUND FAULT INTERUPT HALF SWITCHED DUPLEX RECP. LIGHT FIXTURE ® RECESSED LIGHT FIXTURE JUNCTION BOX EXHAUST FAN EXH. FAN/LIGHT COMBINATION TELEPHONE JACK / CAT 5 SD SMOKE DETECTOR S�C COMBO SMOKE/CARBON MONOXIDE DET. TELEVISION OUTLET 4))� SPEAKER WIRE OT THERMOSTAT 4" THICK REINF. CONC. SLAB W/ 2500 P.S.I. FIBERMESH 8x8 MONO FOOTER (NO REBAR RQD.; .... co 8' THICKENED EDGE NOT TO SCALE 4" THICK REINF. CONC. SLAB W/ 2500 P.S.I. FIBERMESH 12X18 BELL FOOTER. •; ••.• ,. 1=I I II I I ••• • ' 72" (2)-#5 REBAR 12x 18 FOOTER DETAIL N.T.S. _.. J COMPLY WIT14 .%PP ICABLE BLTTLDTNT{ , E'UXTRICAL,1?I,I_Tm:: - . ND EVI ez, •MIN -_ 12 5 El HAND RAIL wvff� 11111111 E E .. N [01 FE 1 M EN] I FE I FRONT ELEVATION R I/4" = 1, REAR ELEVATION I/4" = I' RIGHT ELE VA TION 114 " = 1' 12 5� RIGHT ELE VA TION 114 " = 1' 4" STUCCO BAND CORBEL DETAIL CONTINUOUS RIDGE VENT (TYPICAL) 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 in jury. 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 5 lj PLUMB CUT OVERHANG HEEL HEIGHT = z X 4 STD. BOTTOM = 2x4 MIN, ,- TOP = 2x4 MIN. 2.5 12 e e 1'-0" N_ TRUSS END DETAIL CONTINUOUS RIDGE VENT (TYPICAL) CJ SPECIAL NOTE ANY PARTY WHO CUTS OR DAMAGES A TRUSS SHALL BE RESPONSIBLE FAR THE ENGINEERING DESIGN AND COST DF THE REQUIRED REPAIR, WARNING Y A SPREADER BAR IS REQUIRED TD PROPERLY SET TRUSSES UN THIS BUILDING, REFER TU HIB 91 SUMMARY SHEET OR CALL (941)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. HANG�P CHMf AL = HUS 26 (SIMPSON) A k = HGUS28-2 (SIMPSON) A �, = HGUS28-3 (SIMPSON) STRAP / NAILING SCHD QTY STRAP MFG. NAILING — HUS 26-2 SIMPSON (4) 12d — RT — 18 USP (4) 1Od — TA — 20 USP (8) 1 Cd REFER TO ENG PACK FOR CONNECTION — REFER TO ENG PACK FOR CONNECTION CJ5 CJ3 of CJ3 1 CJ1 j S c�U III II II �'I 11-41 TYPICAL 5' SETBACK CORNERSET LABELING AND SPACING ROOF DETAIL L0 3 U 2'-0" � 2'-0" TYPICAL 7' SETBACK CORNERSET LABELING AND SPACING I/4"-1' 12 �5 TRUSS TO BLK WALL CALCULATED FOR WORST CASE SCENERIO (1) USP TA 20 (OR EQUAL) EACH END EACH TRUSS CONNECTED w/ 8) 10d NAILS EACH STRAP FOR (1) PLY OR HIP GIRDER, USE (2) USP A20 EACH END FOR (2/3) PLY GIRDER USE (2) USP TA20 EACH END FOR GABLE END TRUSS, USE (1) USP TA20 OR EQUAL UNLESS NOTED OTHERWISE TRUSS LAYOUT R I/499I9 SILL 17" AFF SILL 17" AFFGFi FLOOR PLAN B 1/4" _ 1 ' ELECTRIC -[----"'LAN 199 , 9 TO BUILDING ELECTRICAL NOTES 2" C SMOKE DETECTORS LOCATED ON WALL 12" TO BOTTOM OF BOX OUT. VANITY LIGHTS 80" TO CENTER OF BOX OUT. 200 A FRONT DOOR GFI 4" OFF SLAB CENTER (SEE 10 METER PLAN FOR LOCATION). MCB TV AND PHONE LOCATIONS PER COLOR SHEET. OTHER ELECTRICAL OPTIONS PER COLOR SHEET. DISHWASHER, DISPOSAL OUTLETS UNDER SINK. MICROWAVE PRE —WIRE. 5/8"'1O U/G FROM NOTES GROUND UTILITY CO. 8KW & 3 1 /2 TON — 6/2 ROMEX ROD ELECTRICAL RISER SCALE N.T.S. SILL 17" AFF SILL 17" AFF ELEC LEGEND SYM. DESCRIPTION SINGLE POLE SWITCH THREE WAY SWITCH 4 FOUR WAY SWITCH 110V RECP. 110V DUPLEX RECP. 220V RECP. �cFi 110V GROUND FAULT INTERUPT HALF SWITCHED DUPLEX RECP. LIGHT FIXTURE ® RECESSED LIGHT FIXTURE O JUNCTION BOX EXHAUST FAN ® EXH. FAN/LIGHT COMBINATION ' TELEPHONE JACK / CAT 5 SD SMOKE DETECTOR S�C COMBO SMOKE/CARBON MONOXIDE DET. v TELEVISION OUTLET 4))� SPEAKER WIRE OTHERMOSTAT HVAC PLAN 1/4" = 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 FL 0 OR PLAN B 114 A/C REV I DATE 1 I - CODE FRAME ROUGH OPENING CODE FRAME ROUGH OPENING 12 18 5/8 X 25 1/2 22 36 1/2 X 25 1/2 13 1858X3778 23 361 2X3778 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 18 5/8 X 62 1/2 25 36 1/2 X 62 1/2 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 26 X 37 7 8 33 52 5/8 X 37 7 8 1/2 34 26 X 50 1 8 34 52 5/8 X 50 1 8 345 5258X551 2 1/2 35 26 X 62 1/2 35 52 5/8 X 62 1/2 1/2 36 26 X 71 7 8 36 52 5/8 X 71 1/2 1/2 37 26 X 83 1 8 37 52 5/8 X 83 1/2 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 1 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 4060 48 X 72 3040 36 X 48 MASONRY GENERAL NOTES GENERAL NOTES STRUCTURAL DESIGN CRITERIA 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'-0" AWAY FROM BUILDING SIDE WALLS. IRRIGATION/ SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN l'-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, RETREATMENT IS 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 l'-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. 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 = t0.18 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. DRAINAGE ROOFING /FLASHING PROVIDE AN ALTERNATE METHOD OF DIVERTING WATER AWAY FROM THE ROOF DEAD LOAD - 7# P.S.F. ROOF LIVE LOAD - 20# P.S.F. ALL ROOF FOUNDATION, WHICH WAS NEEDED IN SITUATIONS LIKE "ZERO -LOT -LINE" COMPONENTS ARE PRE-ENGINEERED TRUSSES. ENG. WILL BE SUPPLIED TO CIRCUMSTANCES. THE ALTERNATIVE IS TO PROVIDE A MINIMUM OF 5% FIELD INSPECTOR AT TIME OF FRAMING INSPECTION (SEE TRUSS LAYOUT 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"x26GA 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 BIRD (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 2006 OR ASTM F 2090. HETA20 (OR EQUAL) EACH END EACH TRUSS CONNECTED w/(9) 10d NAILS 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 w/(3) 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 ANCHORS, REQUIRED AND THE CINSTALLATION RETE SINSTRU INSTROR .145"0 UCTIONS 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 END LECTRIO CDESIGNSODE (2SHALL BE PREPARED IN ACCORDANCE WITH THE NATIONAL 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" C.C. LATH EDGES & 6" O.C. IN FIELDS ALL ATTACHMENTS FOR SECURING WIRE LATH SHALL BE SPACED NOT MORE THAN 6" APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS MISPLACED WALL RIENFORCING NOTE AND BE TIED BETWEEN SUPPORTS NOT TO EXCEED 9". ALL METAL LATH SHALL BE LAPPED 1" MIN. METAL WIRE LATH SHALL BE ATTACHED TO IN THE CASE WHERE A FOOTING DOWEL IS MISPLACED THE FOLLOWING VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT OF 4d GALVANIZED CORRECTION IS ACCEPTABLE: ADD A DOWNPOUR w/(1) #5 VERT REINFORCING NAILS WITH A PENETRATION OF 3/4" AND BENT OVER AT LEAST 3 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". IF THE NEW DOWEL LOCATION IS MORE THAN 8" WATER- RESISTIVE BARRIER & THE CEMENT PLASTER CONSISTING OF ONE OFFSET FROM ORIGINAL LOCATION THE BOTTOM OF THE BAR SHALL HAVE A OF THE FOLLOWING: TWO LAYERS OF AN APPRVD WATER-RESISTANT BARRIER MATERIAL OR ONE LAYER OF AND APPVD WATER-RESISTANT #5x24" LONG DOWEL DRILLED 4" INTO THE CONCRETE SLAB & SET IN SIMPSON BARRIER OVER AN APPRVD PLASTIC HOUSE WRAP SHALL BE UNDER SET EPDXY. IF LESS THAN 8" NO EPDXY NEEDED. CELL SHALL BE FILLED WIRE LATH. w/ A MIN. 2500 PSI CONCRETE. FENESTRATION FLASHING, SEALANTS, AND WEATHERSTRIPPING JUNCTURE OF EXTERIOR PLASTER AND ANY FENESTRATION PRODUCT IS ALL FENESTRATIONS PRODUCTS TO BE SEALED AT THE JUNCTURE OF THE REQD TO BE SEALED WITH A SEALANT COMPLYING WITH SECTION 612.12 BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 AND ASTM C 920, ASTM C 1281, AA812, OR OTHER APPROVED STANDARD. LOAD -BEARING PRESSURE CLASS OF MATERIAL (LBS. PER SQ/FT) CRYSTALLINE BEDROCK 12,000 SEDIMENTARY AND FOLIATED ROCK 4,000 SANDY GRAVEL AND/OR GRAVEL 3,000 (GW AND GP) SAND, SILTY SAND, CLAYEY SAND, 2,000 SILTY GRAVEL AND CLAYEY GRAVEL (SW,SP,SM,SC,GM AND GC) CLAY, SANDY CLAY, SILTY CLAY, 1,500 CLAYEY SILT, SILT AND SANDY SILT (CL,ML,MH AND CH) SINGLE DOOR y SIG FL# CODE VERSION STATUS MANUFACTURER CATEGORY SUB CATEGORY PRODUCT MODEL # OR NAME PRODUCT DESCRIPTION DOORS ASSEMBLIES RESISTANT GLAZIN6 - 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 JAPPRVD SIMPSON STONG-TIE COMPANY STRUCTURAL COMPONENTS WOOD CONNECTOR ANCHORS 1774.1 2010 APPRVD COMMERCIAL CONC 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 10124 R6 201, G APPRV9 GAF MATERIALS ROE)FING ASP! !ALT TIMBERLINE 36 LAMINATED 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 2010 APPRVD PIyFASTner LLC STRUC 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 INS TALA TION/FASTENER PLACEMENT NOT TO SCALE ROOF PITCH PER ELEVATION CONNECT BEAM TO TRUSS W/SIMPSON MTS12. U.N.O. 2 SYP BEAM (SIZE PER LAN) 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. (COLU N 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 Ill; I I 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: IV2-#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 SHINGLES NOTES TYPICAL EACH SIDE VALLEY FLASHING DETAIL NOT TO SCALE SIDING / METAL FLASHING SHINGLE w ROOF VENTILATION CALCULATIONS FLORIDA BUILDING CODE 2010 SECTION 806.2 - 1 /300 TOTAL ATTIC SPACE - NET FREE VENT NEEDED - # OF RIDGE VENTS - # OF OFF RIDGE VENTS - ROOF CEMENT ROOF DECK FLASHING DETAIL NOT TO SCALE COMPONENTS AND CLADDING FLORIDA BUILDING CODE 2010 SECTION 301.2 140 MPH NO. 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 DD 5 1 100 1 +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 2 _ FRAMING D ETAI L 3 GABLE END, COMMON RIDGE BEAM 4 TRUSS OR GIRDER TRUSS -7 (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 PURLINS 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. 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 t�5�5 U Q 0 Of 0 QZ a J Z w Y Q J o c � Lu M "' LLJ -' LL z_ O m co co :5V rrt Y coo Z Z z g ao LLJ J Z _ o��W I- O cb Q T p cb LL tc O J Q W W m (h U C)9 CO U p Z LL m F- aouj_ M = W cn va v3: C DRAWN CAM CHECKED CL DATE 1-5-15 SCALE NOTED JOB No SHEET 4 PLANS DESIGNED 8 ENGINEERED IN ACCORDANCE W/ FLORIDA BUILDING CODE 2010 0 11