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HomeMy WebLinkAbout5234 Tangerine Drr 140 MPH 3 96C. GUST) POM (wa w cAJUDI G) DOOR stm SQUARE FOOT W1w PRESSURE Ern ZONE POSITIVE NEGATIVE 2065 13 +34.8 -46.2 2468 15 +345 -45.6 2668 16 +34.3 -453 28W U +34.2 -45.0 3065 20 +33.7 -44.0 4068 26 +33.3 -43.2 5068 33 +32.8 -42.2 6065 40 +33.2 -4L2 8065 53 +315 -39.6 9065 60 +30 -39.2 10068 66 +3LI -38.8 12OW 80 +30.6 -37.9 16068 106 +30 -36.7 1806a 120 +30 -36.7 8070 56 +3L4 -39.4 9070 63 +3L2 -no 16070 112 +30 -36.7 0070 126 +30 -36.7 2080 16 +343 -453 2450 15 +34.0 -44 6 2650 20 +33.7 -44.0 2880 21 +33.6 -43.9 3050 24 +33.4 -43.4 4050 32 +32.9 -423 5080 40 +323 -4L2 6080 48 +3L7 -40.1 Bow 64 +30 -35.9 9080 72 +30.9 -38.4 10060 80 +30.6 -37A POW 96 +30.1 -36.9 161050 128 +30 -36.7 0080 144 +30 -36.7 "EXI5TING" I81IH X 3111H WINDOW "EXI5TING" 36"H X 4Q"H EGRE55 WINDOW "EXISTING" FLOOR PLAN 1/4' = 1'-0' 140 W14 3 SEC. GUST w"vws (E144M ounvDC) WNwOW CAUL -OUT SQUARE FOOT WIw PRESSURE Ern ZONE POSITIVE NEGATIVE 12 3 +35.3 -47.2 13 5 +35.3 -47.2 14 7 +35.3 -47.2 15 8 +353 -47.2 16 10 +353 1 -47.2 1/2 32 5 +353 -47.2 1/2 33 7 +353 -47.2 1/2 34 9 +353 -47.2 1/2 35 12 +35.0 -46.6 1/2 36 14 +34.7 -45A 30X26 5 +353 -47.2 30X38 8 +353 -47.2 30X50 10 +353 -47.2 30X63 13 +34.8 -46.2 30X72 15 +345 -45.6 22 6 +353 -47.2 23 10 +353 -47.2 24 13 +34.8 -46.2 25 16 +343 -453 26 19 +33.9 -443 48X26 8 +353 -47.2 48X38 12 +35.0 -46.6 48950 16 +343 -453 48X63 21 +33.6 --43.9 48X72 24 +33.4 -43.4 32 9 +353 -47.2 33 14 +34.7 -45.9 34 Is +34.0 -44 6 35 1 23 1 +335 -43.6 36 1 28 1 +33.1 1 -42.9 OPENm ( 3 SEC. CU3T ounvniG, wiwow OR POOR OPENING So. FT. Wiw PRESSURE Ern zow POSITIVE NEGATIVE 10 +35.3 -47.2 20 +33.7 -44.0 30 +33.0 -42.6 40 +323 -4L2 50 +3L6 -39B 60 +30 -39.2 70 +3L0 -35.6 80 +304 -37A 90 +30.3 -373 I00+ +30 -36.7 *IMPORTANT NOTE: IF NOT OTHERWISE NOTED, AU. WINDOWS FOR THE 140 MPH WIND SPEED MUST DE RATED FOR +35.3/-47.2 P.S.F. PRESSURES. "EXISTING" 36"W X 3-7"H E67RE55 WINDOW "EXI5TING" 36"H X 49"H E6RE55 WINDOW 140 W14 3 96C. GUl4T w>Iwm (41 mw DUIPTI G) WWOW CAU,-OUT SQUARE FOOT WbV PRESSURE Ern ZONE POSITIVE NEGATIVE 2024 4 +35.3 -47.2 2030 6 +353 -47.2 2035 7 +353 -47.2 2044 8 +353 -47.2 2050 10 +353 -47.2 2060 12 +35.0 -46.6 2424 5 +353 -472 2430 7 +353 -47.2 2435 8 +353 -47.2 2444 0 +353 -47.2 2450 II +35.1 -46.9 2460 14 +34.7 --45.9 2824 6 +353 -47.2 28W 8 +353 -47.2 2838 9 +353 -47.2 25" II +35.1 -46.9 2850 13 +34.8 -46.2 25W 16 +343 -453 3024 7 +353 -47.2 3030 9 +353 -47.2 3038 II +35.1 -46.9 3044 13 +34.8 -46.2 3050 15 +345 -45.6 3060 IB +34.0 --44.6 3424 1 7 +35.3 -47.2 3430 10 +353 -47.2 um 12 +35.0 3444 14 +34.7 -45.9 3450 16 1 +343 -453 3460 20 +33.7 -".0 3524 8 +353 -47.2 3830 II +,%.1 -46.q 3838 0 +34.8 -46.2 3844 15 +345 -45.6 3850 I8 +34.0 -44.6 3860 22 +33.6 -43.7 4024 9 +353 -47.2 4030 12 +35.0 4038 14 +34.7 -45.9 4o44 17 +34.2 1 -45.0 4050 20 +33.7 -44.0 4060 24 1 +33.4 1 -43.4 z: n �XO X3 w zm� �X2 w "EXI5TIN67" 12' X W-b" WOOD DECK FILL IN WINDOW OPENING WITH WOOD FRAME WH I I LAUNDF DRYER 1 L-_J 7'GLG. III-bilR----� .Arno 1 i A � � I ;15TING" 200 AMP BREAKER BOX IIWWII HVVD -J FRAME WALL 1 10'-4" FILL IN 5LIDING 67LA55 DOOR OPENING WITH WOOD FRAME "EXI5TING" GONGRETE DRIVEWAY 15'-1" "EXI5TING" 52"W X 36"H WINDOW FILL IN WINDOW OPENING WITH WOOD FRAME FAMILY ROOM 8' GLG. 11" 5TEP DOWN RIG 71 I 15'-loll KITCHEN l' GLG. rT m E ME LIVING ROOM 7' GLG. 15'-2" "EXI5TING" (2) 37" W X 50" H WINDOW5 X 1668 L Nee "EXI5TING" 15"W X 37"H WINDOW 5EDRM *2 7' GLG. 4'-10" "EXI5TING" 36"W X 4Q"H EGRE55 WINDOW A�w " elm "EX15TI N6" 3b"W X 37"H EGRE% WINDOW 14'-4" 1" I. SEDR" I 7' GLG. "EXI5TING" 3611H X 4g"H ECRE56 WINDOW 2 iN- cl-6m c A 5 A )UPA o 'PROPOSED' ALL WORK SHALL COMPLY WITH ALL "PROPOSED" FLOOR FLAN LAUNDRY PREVAILING CODES, FLORIDA BUILDING 1/4" f -0' CODE, NATIONAL ELECTRIC CODE AND LIVING AREA CITY OF ZEPHYRHILLS ORDINANCES PHYRHILLS ATTACH WINDOW 4 DOOR FRAME5 TO BLOCK WALL WITH TAPGON 5GREW5 5PAGED AT WINDOW/DOOR MANUFAGTURER'5 5PEG'5 (TAPGONS MUST PENETRATE THROUGH BUCK5TRIP5 4 INTO BLOCK 1 1/4" MINIMUM) 3/4" P.T. BUGKSTRIP ATTAGHED TO BLOCK WITH O.Og7" X 1 3/8" T-NAILS 5PAGED AT 10" O.G. MAXIMUM ASONRY BLOCK MA50NRY BLOCK WINDOW 13UCKSTP,IP DETAIL DOOR DUCKSTP,IP DETAIL NOT TO SCALE NOT TO SCALE NOTE: WINDOWS 4 DOORS MUST BE IN5TALLED SUCH THAT THE MAXIMUM GAP INBETWEEN THE FRAME AND BUCK5TRIP 15 1/4"; IF THICKER BUGKSTRIP MATERIAL 15 NEEDED RIP IT FROM 1 1/2" MATERIAL 4 ATTACH TO BLOCK WITH 3/I6" TAPGON5 AT 5" O.G. (TAPGON MU5T PENETRATE BLOCK 1 1/4" MINIMUM) zm� F-X2N _ A r n h SQ.FT. 60 1,210 TOTAL AREA 1,350 SCOFF O I,UOT RE AIR ALL DA1' AGED DR�rWALL, RE-FLUI` 5 MOUSE WATER SUPPL *r fi I F INCH THRU ATTIC, RE -WIRE �4OUSE ELECTRICAL S' eTEM/ RE LOVE AND FRAME IN (2) WINDOWe ALONG DUCK WALL AND FRONT SLID INCH GL_Aee DOOR OPENING T�4EN CONSTRUCT 10" LONG WOOD FRAME NON-LOAF BEARING WALL IN LIVING ROOM. INSTALL "NEW" CEILING R-30 INSULATION. TI4E �4VAC AND R001= ARE "EXIST INCH" AND e 4r4LL REMAIN UNCHANC->:ED. ON TI 4E EXTERIOR, "NEW" ALUI„IINUi„I/VIN'I'L_ 501=1=ITS AND FASCIA, WINDOWe ALONG WITH PAINTED STUCCO eHALL BE INSTALLED. 1 HEREBY CERTIFY: THAT THE CONSTRUCTION PLANS SHOWN HEREON ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 160E OF THE 2014 FLORIDA BUILDING CODE 5TH EDITION FOR 140 M.P.H. ULTIMATE DESIGN WIND SPEED (RISK CATEGORY II) ALONG WITH THE ENTIRE 2014 FLORIDA BUILDING CODE, 5TN EDITION. .t ccl W N U =� cq Lu V N V Z(1CA �a ffl�L X w� LL � ~ ° 0 � (L �W ZQ %0 [� ° IL l5 n (� Y 08 LU fY Lu lu J.0 UJ lU all �fLQ� z ul W > o ci d Qo w w� DATE: 02 -19-16 SCALE: AS NOTED JOB * 16231 -F r I 1 11 1 1- PERMIT SET R "EXISTINC' SHINGLE ROOF OVER PRE-ENGINEERED ROOF TRUSSES %ISTINC" TRUSS ANCHOR "NEW" R-30 CEILING INSULATION "EXISTINC" HEADER BEAM "PEW" SINGLE 2" X 4" ( 2 SPRUCE) TOP PLATE ANCHORED TD THE BOTTOM OF THE "EXISTINC' FADER BEAM WITH 16D NAILS AT 8" O.C. WINDOW SILL INSULATE WALL WITH R-II INSULATION AND FINISH INSIDE WITH 1/2' DRYWALL PER OWNERS SPECIFICATIONS. PRESSURE TREATED BOTTOM PLATE & 1/2" X 7" LONG RED HEAD RAWL STUB (4" MINIMUM EMBEDMENT) ® 24" O.C. 12 SEE ELEVATION 2'-0" \ MAXIMUM MIN. 2'X4'1 & SOFFIT 1/2' PLYWOOD OR 7/16" O.S.B. (2-M-W) RATING NAILED WITH 8D NAILS SPACED AT 3" O.C. ALONG ALL HORIZONTAL JOINTS & EDGES; 6" O.C. ALONG ALL VERTICAL JOINTS & EDGES AND 12" O.C. ALONG ALL INTERMEDIATE STUB SPACED AT 16" O.C. EXTERIOR FINISH SEE ELEVATIONS 'EXISTING" 4" CONCRETE SLAD REINFORCED W/6X6- I APPROX. GRADE 10/10 W.W.F. OR FIBERMESH OVER A 6 MIL. VAPOR BARRIER ON TERMITE POISONED COMPACTED FILL. .: L r _ "EXISTINC" 8' DEEP X 16" WIDE FOOTING WITH (2)-#5 MAR X CONT. (PLACE (2)-#5 L-BARS WITH 30' LEGS AT ALL CORNERS). SECTION A -A SCALE: 3/4" = I'-0" THIS DMAAIJG FIRS DEEM DESIGNED TO CONFORM TO TFE 2014 H.ORIDA DUI DING CODE 5TH EDITION AND TFE 2014 fLORIDA DULL M CODE - RESIDENTIAL. 5TH EDITION. ARKAY ENCARINC, INC.: A RECISTERED, LICENSED, FLORIDA PROFESSIONALL, STRUCTURAL ENGINEERING COWANr, HAS APPLIED 'RATIONAL. ANALYSIS' FOR THE STRUCTURAL DESIGN OF THIS STRUCTURE. TFE DUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SFW.L DE DESIGNED FOR THE FOLLOWING SUPERIMPOSED LOADS: FLOORS: CARACE SLAD: LIVE LOAD - 40 PS.F. LIVE LOAD - 50 P.S.F. DEAD LOAD - 10 PS.F. DEAD LOAD - 10 P.S.P. ROOF: LIVE LOAD (TRUSS TOP CHORD) - 20 PS.F. DEAD LOAD (TRUSS TOP CHORD) - 10 P.S.P. (15 PS-F. WFEN TILE ROOFING 15 INSTALLED) DEAD LOAD (TRUSS DOTTOM (FORD) - 10 P.S.F. ASSUMED TRUSS SELF WEIGHT (DEAD LOAD) - 7 PS.F. WIAD: DUILDING IS DESI4TED TO CONFORM TO ASCE 7-10, CHAPTERS 26 TFIRU 3k PER 2014 FLORIDA DUILDING CODE, RESIDENTIAL, - SECTION R3OL2.LL AND 2014 FLORIDA &JADING CODE SECTION W%LL COMPONENT & CLADDING WIND LOADS WIND DE516N ASSUMPTIONL4: DUILDINC EXPOSURE - D PURRING RISK CATEGORY - II MEAN ROOF FIGHT 30' OR LESS FIGHT & EXPOSURE ADJUSTMENT COEFFICIENT = LO ENCASED DUAAING AJTWOL PRESSURE COEFFICIENT = +/- 0.15 WIND SPEED SHOWN AT THE &OTTOM R104T CORNER OF THIS SFEET ALL STRUCTURAL. H,EftTS, EXTERIOR WALLS AND INTERIOR WALLS SHALL DE TYPE V CONSTRUCTION PER FDC 6025 &ium ZONE ROOF OVERHANG LOADS ALL OTHER CO"P�T LOADS I N/A +32.3/-35.3 2 -65.7 +32.3/-56.2 3 -110A +32.3/-89.0 4 N/A +35.3/-38.2 5 N/A +35.3/-47.2 EXTERIOR W WOWS & DOOR ASSEHI.IES: AU, EXTERIOR WINDOW & CLASS DOORS 51-OU M TESTED IN ACCORDANCE WITH NISI/AMMA/NWWDA 101/132 STANDARDS AND DEAR AN M W OR WDMA LADE. IDENTIFYING THE MANUFACTURER, PERFORMANCE CNARACTERISTTCS AND APPROVED PRODUCT TESTING ENTITY. AM MUI.I.I" AND ADJACENT DOOR/WINDOW ASSEMELIES SHALL DE TESTED OR ENGINEERED TO TRANSFER L5 TW TFE DESUN LOADS TO Tit ROUGH OPENING SUBSTRATE. INSTAL. AL. WINDOW & DOOR ASS00LIES PER TFE MANUFACTURERS ANCHORING REC"ENVATIOJS TO ACFEIVE Tit DESIGN PRESSURES SPECIFAID. ELECTRICAL, PLAN&= & MECHANICAL: IN ACCORDANCE WM CHAPTER 47LO03(2XI) OF Tit FLORIDA ADMINISTRATIVE CODE, ELECTRICAL, MWINC AND MECHANICAL SYSTEMS *Kt DE DESIGNED DY Dt RESPECTIVE CONTRACTORS TO MEET ALL APPLICADLE CODES. TFE ELECTRICAL., PIA MDINC AND MEG•IANICAL SYSTEMS DRAWN HEREON ARE BASED UPON A DESIGN PROVIDED BY TFE OWNER TO ADDRESS HIS/FAR REQUIREMENTS. ALL ELECTRICAL OUTLETS IN DATHROOMS, KITCFEN (WITHIN 6 FEET OF SINKS), CARAGE AND AT EXTERIOR LOCATIONS SFALL DE WIRED INTO A CROUND-FAULT INTERRUPTER 'CFI' CIRCUIT. ALL ELECTRICAL OUTLETS IN DEDROOMS SHALL DE WIRED INTO AN ARC -FAULT INTERRUPTER 'AFL" CIRCUIT. "EXISTING" TRUSS ANCHOR "NEW" R-30 CEILING INSULATION "EXISTINC" HEADER BEAM "FW' SINGLE 2' X 4' (#2 SPRUCE: TOP PLATE ANCHORED TO THE: DOTTOM OF THE "EXISTINC" HEADER BEAM WITH 16D NAILS AT 8" O.C. INSULATE WALL WITH R-11 INSULATION AND FINISH INSIDE WITH 1/2" DRYWALL PER OWNERS SPECIFICATIONS. PRESSURE TREATED BOTTOM PLATE & 1/2' X 7" LONG RED HEAD RAWL STUD (4" MINIMUM EMBEDMENT) ® 24" O.C. "NEW" 4' THICK CONCRETE CAP "EXISTINC' SHINGLE ROOF OVER PRE-ENGINEERED ROOF TRUSSES 12 SEE ELEVATION MAXIMUM MIN. 2" X 4' FASC & SOFFIT 1/2' PLYWOOD OR 7/ 16" O.S.B. (2-M-W) RATING NAILED WITH 8D NAILS SPACED AT 3" O.C. ALONG ALL HORIZONTAL JOINTS & EDGES; 6" O.C. ALONG ALL VERTICAL JOINTS & EDGES AND 12' O.C. ALONG ALL INTERMEDIATE STIRS SPACED AT 16" O.C. EXTERIOR FINISH SEE ELEVATIONS z-=--=�— �� —° z -.'• .. � 4" CONCRETE SLAB REINFORCED W/6X6- I APPROX. CRAPE 10/10 W.W.F. OR FIBERMESH OVER A 6 MIL. VAPOR BARRIER ON TERMITE POISONED COMPACTED FILL. N �;..L N "EXISTING" 8' DEEP X 16' WIDE FOOTING WITH (2)-#5 REBAR X CONT. (PLACE (2)-#5 L-BARS WITH 30" LEGS AT ALL CORNERS). SECT ION b-b SCALE: 3/4" = 1'-0" NOTES: WINDOWS & DOORS MUST BE INSTALLED SUCH THAT THE: MAXIMUM CAP INEETWEEN THE FRAME AND SUPPORT FRAMING IS 1/4'. INSTALL ALL WINDOW AND DOOR FRAME ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMEMATIONS TO ACFIVE THE SPECIFIED DESICN PRESSURES. STRAP EMS OF HEADERS WITH A USP OR SIMPSON "LSTA24" STRAP TIE AT OPENINGS LESS THAN 5'-O' WIDE, AT OPENINGS 5'-0' AND WIDER USE (2) USP OR SI.MIPSON %STA24" STRAPS AT EACH END. SXISTINC" FADER WINDOW JAD DETAIL SCALE: 1/2" = I'-0" k" HEADER JACK NAILS ® 12" O.C. 2"X6" P.T. BOTTOM PLATE "EXISTINC" FADER POOP JAMS &ETA IL SCALE: 1/2" = I'-0" %6' HEADER JACK V NAILS ® 12' O.C. 2"X6" P.T. BOTTOM PLATE ELEGTRIGAL LEGEND � ELEGTRIGAL OUTLET (110 VOLT, DUPLEX) 5WITGHED ELEGTRIGAL OUTLET (110 VOLT, DUPLEX) :�)-- WEATHERPROOF ELEGTRIGAL OUTLET cl GROUND FAULT (110 VOLT, DUPLEX) B@E 220V OUTLET ® 5PEGIAL PURP05E GONNEGTION TELEPHONE OUTLET © TELEV15ION OUTLET 5WITGH 3 3-WAY 5WITGH -- 5URFAGE MOUNT LIGHT FIXTURE PREWIRE M015TURE RE515TANT ROUND RECE55 FOR TUB/SHOWER LOCATION ROUND REGE55ED LIGHT FIXTURE (�1 it QS 5MOKE/GARBON MONOXIDE DETEGTORo' GEILIN6 FAN PREWIRE 24" GEILIN6 MOUNT FLUORE5GENT LIGHT FIXTURE 48" GEILIN6 MOUNT FLUORE5GENT LIGHT FIXTURE SOFFIT MOUNT FLOOD LIGHTS 0 EXHAU5T FAN EXHAUST FAN / LIGHT FIXTURE GOMBO ELEGTRIGAL 5ERVIGE PANEL OUTLETS IN KITGHEN, BATH5, GARAGE AND WITHIN 6-0" OF WATER 5OURGE 5HALL BE 6F1 TYPE ALL OTHER OUTLETS SHALL BE PROTEGTED BY AN ARG-FAULT GIRGUIT BREAKER SMOKE ALARMS & CARDON MONOXIDE PROTECTION: SMOKE ALARMS SHALL DE: INSTALLED IN EACH SLEEPINC ROOM, OUTSIDE EACH SLEEPINC AREA IN THE VICINITY OF THE BEDROOMS, AND ON EACH ADDITIONAL STORY OF THE DWELLINC (INCLUDINC EASEMENTS, GUT NOT CRAWL SPACES AND UNINHABITABLE ATTICS). SMOKE ALARMS SHALL BE INTERCONNECTED, HARD -WIRED AND HAVE A BATTERY BACK-UP. IN ADDITION TO SMOKE ALARMS, A CARBON MONOXIDE ALARM SHALL BE INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPINC PURPOSES. A COMBINATION SMOKE/CARBON MONOXIDE ALARM MAY BE USED. I HEREBY CERTIFY: THAT THE CONSTRUCTION PLANS SHOWN HEiREON ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 160E OF THE 2014 FLORIDA BUILDING CODE 5TH EDITION FOR 140 M.P.H. ULTIMATE DESIGN WIND SPEED (RISK CATEGORY II) ALONG WITH THE ENTIRE 2014 FLORIDA BUILDING CODE, 5TH EDITION. r- .t CA CIA U =� cn # cq ILI 910 NUl z 13 fF LILL � LL VI Q 11L?°� 111 z -1 �Lu WLL V_jJLL 4 zZ3 aLL lUv Q� �a w Id, ck 0 Xv Lu ui li! pul= LILL z � � d U Lu W Q Q O W 0 z� LLI w-1 wqLLI O ,.n N I I 1 DATE: 02—IS-16 SCALE: AS NOTED JOB 0 16231 SHEET 2 T PERMIT SET "EXISTING" RIGHT ELEVATION 1/4' = 1'-0" "EXISTING" LEFT ELEVATION "PROPOSED" FRONT ELEVATION 1/4" = 1'-0" FILL IN 5LIDIN6 GLA—% DOOR OPENING WITH WOOD FRAME I� 12 4 "EXISTING" FRONT ELEVATION 1/4' = 1'-0' "EXISTING" REAR ELEVATION NOTE: ALL OTHER ELEVATION5 TO REMAIN UNCHANGED ALL 51DE5 OF HOU5E TO HAVE "NEW" PAINTED 5TU000 FIN15H. 1/4" = V-0" "PROF05ED" REAR ELEVATION 1/4' = V-0' I HEREBY CERTIFY: THAT THE CONSTRUCTION PLANS SHOWN HEREON ARE IN COMPLIANCE WITH CHAPTER I6, SECTION 160E OF THE 2014 FLORIDA BUILDING CODE 5TH EDITION FOR 140 M.P.H. ULTIMATE DESIGN WIND SPEED (RISK CATEGORY II) ALONG WITH THE ENTIRE 2014 FLORIDA BUILDING CODE, 5TH EDITION. r 0 W t' U cA = CA C cq z t4 !.� 1L1 0 cn � L1 z �LJXUViLL ■� LL Q , v�� U It[ OL IK (Y ULU U �m=3%o %5CAYY V W OJ (X LL ua LU Lu W cp Z ? z w W d o0 u-' o z LL z wA O �n N DATE: 02-19-16 I SCALE: AS NOTED I JOB * 16231 SHEET 3 PERMIT SET