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332 3rd St revision 2013 it I i � I I I EXIST 8" CONC BLOCK ON EXIST FLOOR FRAMING REMOVE DOORS & 14"x9" CONC FOOTING OF EXIST HOUSE ATTACH NEW FLOOR EXIST HOUSE TRIM JOISTS TO EXIST RIMBOARD z Irl W/ SIMPSON LUS28 -y EXIST WINDOW NEW P.T. 2x6 LEDGER w II EXIST iI " STEPII REMOVED & INFILLED 1 3/4" STURDI-FLOOR PLYWD ATTACHED TO EXIST w - W/ 2x4 STUDS W/ RIMBOARD W/ 2-16d NAIL ATTACH NEW FOOTING TO EXIST GLUED & NAILED TO n -� FINISHES ALIGNED JOISTS W/ 10d RING SHANK 8" O.C. N III �y/ MATCHING EXIST z W/ 2- #4 BARS x 1'-6" EPDXIED O RCHED OPNG III N INTO HOLES DRILLED 6" INTO EXIST NAILS 0 6" O.C. O •- MATCHING EXIST IN III FINISHES _ FTG (� 6" O.C. CENTERED IN DEPTH U _ 36" GL SS PLACE OF EXIST lu x OF FOOTING w ; DN 4R@ 1/2" DOORS & TRIM lu 2 N 3701 1"= 8" CONCRETE BLOCK ON U - - �'_c u EXIST SCREEN rn N 16"x10" CONC FOOTING W/ a `t PORCH F O S I-LED O ID RI GIN MI PO NT N , NEW TILE FLOOR N z 2-94 CONT W/ ALL CELL F rn S _ SOLID W/ 3000 PSI GROUT. ' BETWEEN OIS S 'n U REINFORCE CMU STEM WALL °O _ _ w " - U ELOCATE EXIST d- a0 = �� P.T. 2x10 JOISTS @ 16 O.C. .r U T Q ALL CORNERS P.T. 2x10 JOISTS Q 16 O.C. \ W/ 1�4 VER , ENDS & 4'-0" O.C. ATTACHED TO TO FLOOR ATTACHED TO TO FLOOR O CAT DOOR & N JOIST W/ 5-10d TOE NAILS JOIST W/ 5-10d TOE NAILS J N EXIST OPNG cn `t a & TO SILL PLATE W/ 4-10d & TO SILL PLATE W/ 4-10d ' P 32"x ' GLA S i N 1 TOE NAILS TOE NAILS J DN 4 6 1/2" A2 i j 18'-10Y4" P.T. 2x10 JOISTS 0 16" O.C. 2- 5 CSMT a_ 24 CSMT P.T. 2x10 RIMBOARD P.T. 2x10 RIMBOARD 2 6'-0' RA A2 vLJv FOUNDATION PLAN G�FLOOR FRAMING PLAN 3'-45/8" �' % 3'-45/8" B 1/4" 1'-0" B 1/4" 1'-0" y 6'- Y8" g'-4" 6 - 8 11 1 18'-10y4" O EXIST WALL TO REMAIN FLOOR PLAN PLAN C--==� EXIST CONSTRUCTION TO BE REMOVED II 1/4 11-011 ® NEW STUD WALL THIRD STREET - - - ----- 85.0!-- -- - ----� Y I e � � � N H I N N PROVIDE BL KING BETWN j ~" EXIST CONC DRIVE ai I EACH EXI ROOF RAFTER AT EXIST SHED PORCH ROOF N ' ROOF ERSECTION. ATTACH REMOVED ►- NEW OOF SHEATH'G TO EXIST -` `T r - T L - rim t 27.7' X I W/ IMPSON RBC 0 16" O.C. w - _r EXIST SHINGLE ROOF EXIST SETS CK - I I -_. .. : I:� � ' ...T: i.rLT1-�I1r -1-! 1.-[�L1IJ-� -- 1 1 L�:..:L-L- :�_.� i_�_ r i _--- -- EXIST SHINGLE ROOF t 1 L' r ' i L . � -L y_I r z �__. = FIBERGLASS THREE-TAB -:- _T -- - 1 -r. ,-- ,T , . -_r (� SHINGLES MATCHING EXIST I I FIBERGLASS THREE-TAB - _ 7 L _ T__ EXIST , - - _-_ 7 i___ 1 r- r SHINGLES MATCHING EXIS 1-_r s 11 - - -r-r `r 1 -I- r 1 T s _i _' z r z r i _: W - T �T - = LAPPED 1x8 HARDI-BOARD PORCH EXIST SHED PORCH ROOF _ L _ 1r, I L z �_ SIDING MATCHING & I REMOVED - �- L z L' L _ s TT ALUM EAVE DRIP ON EXIST - - -- _ _ L _ z'� r - 16.6 _ - -y 1 __ . 1 I 1 1_ U) ALIGNED W/ EXIST P.T. 1X3 FASCIA & 1X6 ! -- r i 1--i i I _r- i-__ •• 1 EXIST SET ACK --� r r L -.��- -- L -- -L- - r-- -. .- i .. - - - ' _ L 7 112 ' �T_ _ -- --- -1 - - x = - - - T I- -.-_ __s r r- i EXIST ROOFT - _ -- ?-TLS - -� - - r --- - -I- T_ I r - r ----- - Q - -- L-�- - r =--i -r- , ,..`!__`115 � __ - -- - - - REMOVED - - . . -. - - _ - - - r r -T L - AC PAD � -?- _- -- � : :- : � - _ E 1 -: -_,_ � _��-- _- __-�- -�r_ - - I-T: i- !_:; � L yam. tet_ .__... .- ,. ._.-..� .__.. 1,---- - --_ ... -. f _.r_ "", ,,,,�. �";.,, _. ----�-tom---_.-----i _. � .__ __. - ._ .ter._,., .----- - - __i-_____- .�. .- EXIST 1 STORY RESIDENCE I -� -+_._ - - ---r z - -- DECORATIVE - -- --.-- _.-- -- -- �_' d- DECORATIVE EXIST , T-_ "--�- - � � - - _.._. _ - -" 2- -: -�--------- - i - - // - - _ - � _ _. - _ }3'. r _- - - - r, `..�" �..� - - -_-i_ _.__ -. _ - ---- --`- BRACKETS CONC _. __ . - - BRAC I __-. - _. __--_ `_.-Y- - --- DRIVE � - '_�_ _ - _ - N O IO LAPPED 1x8 HARDI- NEW GUTTER 0, 'to -_ - - & DOWNSPOUT - -� -- - - - _ BOARD SIDING - - - - I - - %' - --- -- - --- MATCHING & ALIGNED ' ' W/ EXIST j 16.6' - P.T. 2x STEPS & i -- --- - - -- - EXI T SET ACK 2x12 STRINGERS - -- a 6.4' - - - P.T. 2x STEPS & E ' 2x12 STRINGERS - I EXIST I ------- Q - - ---- - — - BRICK U ON EXIST SCREEN Q PORCH ENCLOSED - - _- I EXIST GARAGE SAND Q to I Fr— 1 411 i m N , Ll lu I Y N I EXISTING ORCH ENCLOSURE EXISTING PORCH ENCLOSUR EXISTING STUCCO WASH ON STEM WA XIST U � STUCCO WASH ON STEM WAL #1 P.T. 4x4 POST W/ TOP RAIL CUT FROM #1 P.T. I PORCHQ< N W I CHAMPHERED TOP 2x8, LOWER & UNDER-RAIL C PORCH ENCLOSURE EXISTING ' x _ FROM 2x6'S W/ 1x2 VERTICAL WEST ELEVATION SOUTH ELEVATIOEAST ELEVATION 6.4' ❑ACI PAD I AREAS: AT 5" O.C. I- EXIS LOT 12,750 SF 1/4" 1'-0" 1/4" = 1'-0" �m 1/4" 1'-0" N IETBACK I EXIST HOUSE 1852 SF NOTES: C= ' EXIST EXIST FRONT PORCH 205qrS N SHED EXIST SCREEN PORCH les 1. VERIFY ALL DIMENSIONS. 8. ALL NEW EXTERIOR WINDOWS SHALL MATCH EXISTING IN APPEARANCE, ,�, �; � L' Q X I I TO BE ENCLOSED 2. THIS PROJECT CONSISTS OF THE ENCLOSURE OF THE EXISTING SC EEN W/ INSULTATING LOW-15 GLASS, & SHALL MEET WIND PRESSURES z p � W EXIST GARAGE 608 L_—_—_—_—_—_—_—_------ ----� EXIST DRIVE 113 PORCH W/ A NEW GABLE PORCH ROOF, OF POSITIVE & NEGATIVE 32 PSF. 40q � FEB 252013 -� 85.0' EXIST SHED 81 3. THIS PROJECT IS CLASSIFIED AS A LEVEL 2 ALTERATION. i 9. 3/4" APA RATED T&G FLOOR SHEATHING SHALL BE GLUED AND NAILED O M E z EXIST WALKS/STEPS 314 SIGN MEETS WIND LOAD REQUIREMENTS OF THE 2010 FLORIDA UILDING TO SUPPORTS WITH 10d RING SHANK NAILS Q 6" O.C. U u A o q �y By EXIST AC PADS 15 4. DE 10. ATTACH Y" APA RATED 1 OSB SHEATH'G TO OUTSIDE FACE OF NEW W �¢ N EXIST TOTAL 5424 SF CODE RESIDE°NTIAL FOR 129 MPH WINDS, EXPOSURE C, RISK CATAG RY II. 2 A SITE PLAN 42.5% 5. DESIGN MEETS REQUIREMENTS OF 2010 FBC-R USING ASCE-7 DESI N EXTERIOR WALL STUDS W/ 8d NAILS Q 4" O.C. AT ALL EDGES & BLKG & O o 1/16" = 1'-0" CRITERIA. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS Q 6 O.C. AT ALL INTERMEDIATE SUPPORTS. PROVIDE 2x4 BLKG AT ALL w� MEET REQUIREMENTS OF FBC-R TABLE R301.7. JOINTS IN WALL SEATH'G. pG SWANN PORCH ENCLOSURE R BEAMS JOISTS & COLUMNS SHALL BE SYP NO 2 �KD (SPIB), 11. PROVIDE 2-2x10 SYP #2 HEADER ABOVE ALL WALL OPENINGS W/ 1 JACK O W � 332 THIRD STREET 6. ALL TIMBER FOR , & 2 KING STUDS. ATTACH HEADER TO JACK STUDS W/ SIMPSON MSTA12. w ATLANTIC BEACH FLORIDA EASTERLY 10' OF LOT 3, THE WEST HALF OF LOT 9, OR APPROVED EQUAL. ALL TIMBER SHALL HAVE A. MAXIMUM MOISTURE A O w AND ALL OF LOT 11, BLOCK 4, ATLANTIC BEACH, CONTENT OF 19%. SEE SOUTH WALL FRAMING ELEVATION FOR GABLE WALL REQUIREMENTS. ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT 7. ALL METAL FASTENERS CONNECTORS ANCHORS AND HARDWARE THAT 12. ALL EXPOSED EXTERIOR FASTENERS TO BE A316 STAINLESS STEEL. , a Fisher & Simmons Architects, Inc. BOOK 5, PAGE 69 OF THE CURRENT PUBLIC REORDS OF ARE IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS 13. ATTACH TOP & BOTTOM OF ALL STUDS TO SILL & TOP PLATES W/ 2-10d U 1510E second street south Jacksonville Beach, Florida DUVAL COUNTY, FLORIDA. STEEL (A304 OR A316) OR HOT-DIP GALVANIZED. CONTRACTOR SHALL TOE NAILS EACH SIDE. 904-247-1800 AA 0000138 VERIFY COATING REQUIREMENTS WITH TREATED WOOD AND METAL 14. ALL WALL COMPONENTS & CLADDING HALL BE DESIGNED FOR A WIND $ 1 2/21/t"r GABLE ROOT IN LIEU Of- VERIFY F 0011.,, 1222 ra, JBS JWTS 1/14/15 1 2 CONNECTOR MANUFACTURER. PRESSURE OF POSITIVE & NEGATIVE 32 PSF. $ SHED ROOF .,. PLANS & ELEVATIONS Al OVERFRAME W/ 2x6 SYP oroB RO F SHEATHING #2 RAFTERS S 24" OC, W/ 2x6 SYP #2 COLLAR v A - A d COMMON TIES W/ 8 12 C WIRE NAILS EACH END 0 24" OC. 0 A2 EXIST ROOF 0 EXIST HOUSE RE�JIOVE EXIST .I�G�iTS 1 OW 8d ING SHANK ? & ATC)-, WAII<CS II PROVIDE BLOCKING BETWN N I II MMON IRE NAILS 2x8 SYP #2 LEDGER FASTENED N EACH EXIST ROOF RAFTER AT EXIST II I IL cn ROOF INTERSECTION. ATTACH 3" O.C. TO ROOF THRU OSB SHEATH'G �� Q x II \�� II I i Jill W/ 3-#10x4" DECK SCREWS W/ 1" W JPvv w L NEW ROOF SHEATH'G TO EXIST W _ 1 WASHERS AT EACH TRUSS DIA. SIMPSON � C9 > w C9 W/ RBC (� 16 O.C. i (D L INTERSECTION B � N �, III H i 1 SIMPSON H2.5A W/ 8-8d N A2 III N U 36" G SS W COMMON WIRE NAILS & N N w w I, 2-10d TOE NAILS EACH SIDE x ' E ST LOW '--R PRE-ENGINEERED FROM RAFTER TO LEDGER R F TRUS 0 24 O.C. w N LEDGER DETAIL AT OVERFRAMING RAFTER z ��� A DETAIL o �; N a REUSE EXIST,;, �� .� U A2 SCALE: N.T.S. -i O o x FAN/LIGHT <w;' W Z _ 2 w l w o � z SIMPSON RR & 3-10d TOE NAILS = N UJI � N 0 EACH SIDE AT EACH O N w w O 0 a OVERFRAMING 0 -i 2"x8' SYP No.2 RAFTER TO RIDGE BEAM. FASTEN a w o Q 0 Al RID BEAM W/ 12-8dx1-8" NAILS EACH F- w _ W ll_ O 2"x6" SYP No.2 OVERFRAMING `t 12 RAFTERS 0 24" O.C., SEE ROOF °r =lul x x 6� FRAMING PLAN. N N N D W D 2'-1Y2" x O O N a N CEDAR OR #1 P.T. 4x4 HORIZONTAL 2x6 SYP #2 RAFTER TIE AT BRACKET N VERTICAL & DIAGONAL EACH PAIR OF RAFTERS ECURED �W/ COUNTERSUNK 1/2"xls;m ATTACHED AT EACH END TO .... ... 6" LAG SCREWS W/ 1" DIA 2- x10 EAD R 2 2x10 HEAD 0 EAD R RAFTER W/ 6-16d NAILS. EXIST WALL TO 2x6 SYP #2 COLLAR TIES W/ N IN WASHER (PLUG EXPOSED HOLEs) ELECTRICAL PLAN EXIST CONSTRUCTIONTOBE REMOVED 8-12d NAILS EACH END N (CHAMFER ENDS 3/4") #1 P.T. 2x8 BARGEBOARD U 1/4" = 1'-O" ® NEW STUD WALL NOTE: COLLAR TIE TO BE LOCA D _ 2x4 OUTLOOKERS ® 24" O.C. NO HIGHER THAN 2/3 THE TOTAL TER HEIGHT OF THE RAFTER AF a �_' n 3 s 1 7Y2 ELECTRICAL FIXTURE LEGEND; EARING OVERFRAMING RAFTER A PENDANT CEILING LT. FIXTURE ROOF FRAMING PLAN TOGGLE SWITCH B WALL MTD. LT. FIXTURE I D E C O RAT I V E BRACKET DIMMER SWITCH C RECESSED CEILING LT. FIXTURE B DETA L c = DUPLEX RECEPTACLE SCALE: NTS A2 1/2 = 1 0 1/411 1 0 DU E D DOUBLE FLOOD LIGHTS MTD. UNDER SOFFIT A`2 DUPLEX REC. ABOVE COUNTER (44" A.F.F.) F 52" CEILING FAN (W/ LIGHT KIT WHERE 2 $'S) DUP. REC. - WEATHERPROOF R CEILING FIXTURE - SURFACE MTD. DBLE 2x4 SYP #2 TOP 220V. OUTLET/JUNCTION BOX 110 V. JUNCTION BOX PLATE Q TELEPHONE OUTLET SWITCH ONLY LOWER HALF OF DUPLEX 2-2x8 SYP #2 HEADER QS SMOKE DETECTOR OUTLETS WHICH ARE SHOWN AS SWITCHED. i ; BETWN CONT BALLOON 4-2x4 STUD POST CARBON MONOXIDE DETECTOR PROVIDE GFI CIRCUITS AT ALL OUTLETS AT FRAMED STUDS, ATTACHED ATTACHED AT TOP & WET OR DAMP AREAS. TO DBLE TOP PLATE W/ BOTTOM W/ 3-10d TOE CABLE TV OUTLET SIMPSON SP4 (# 16" O.C. AILS & SIMPSON H2.5. COORDINATE W/ SECURITY SUBCONTRACTOR FOR OWNER PROVIDED SECURITY SYSTEM & PROVIDE 110V POWER SUPPLY FOR SECURITY PANEL. 2-2x10 SYP #2 HEADER BETWN CONT BALLOON FRAMED STUDS. ATTACH ` EACH END OF HEADER TO STUDS W/ SIMPSON HH4 2x4 SOLID BLOCKING TOP & BOTTOM P.T. 2x10 RIM BOARD MATCH EXIST & VERIFY BIRO FIBERGLASS SHINGLE ROOF DBLE 2x4 TOP PLATE - ON P.T. 2x8 SILL MOUTH AT RAFTERS/WALL OVER PEEL & STICK WATER- ATTACHED TO BEAM W/ 5-2x4 FULL HT STUDS IS HEIGHT O ALIGN W/ EXIST PROOFING n PLATE � NG ON 1/2 CDX PLYWD 2 O SIMPSON SP4 S 16 O.C. FROM SILL PLATE TO - FASCIA SHEATH'G ON 2x4 OUTLOOKERS 21-011 SLOPED DBLE TOP PLATE. 4 24" O.C. ( ATTACH STUDS TO TOP FIBERGLASS THREE-TAB ATTACH NEW PLYWD Qx24" O C 2 OUTLOOKERS PLATE W/ SIMPSON H2.5 SHINGLES MATCHING EXIST SHEATH'G W/ 10d RING SIMPSON H2.5 AT EACH EACH SIDE. ATTACH OVER PEEL & STICK WATER- 12 SHANK NAILS G 4" O.C. OUTLOOKER TO BEAM 3-12d NAILS PER PROOFING ON NEW X2 CDX AUAR8 OUTLOOKER BOTTOM OF GROUPED �� 5� R-30 F'GALSS BATT METAL EAVE DRIP ON P.T. 1x STUDS TO STEMWALL PLYWD SHEATH'G ON 2x8 1'-43/4" W/ SIMPSON HTT4 W/ ' RAFTERS G 24" O.C. INSULATION & #1 P.T. 2x8 BARGE BOARD R-30 F'GLASS BATT INSUL ANCHOR BOLT W/ 8" EMBED. SOUTH WALL FRAMING SIMPSON H2.5A CLIP FROM VENTED VINYL SOFFIT 1x6 T&G V-JOINT D PINE EACH RAFTER TO TOP MATCHING EXIST 1/4" 1'-O" 1x6 T&G V-JOINT CEILING ON 2x12 RAFTERS ALUM SAVE DRIP ON D PINE CEILING x ALIGNED W EXIST 2x8 HARDIBOARD RIM CONT Y2" GYP BD P.T. 1x3 ON 2x6 FASCIA 2-2x4 TOP PLATE 2-2x8 HEADER BEAM ATTATCH D TO EACH STUD LAPPED 1x8 HARDI E BOARD SIDING ATTACHED TO BALLOON VENTED VINYL SOFFIT W/ SIMPSON SP4 & TO TYVEK HOUSE WRAP ON Y2" CDX FRAMED STUDSW/ 3-12d TOE MATCH'G & ALIGNED W/ EXIST HEADERS W/ SIMPSON SP4 PLYWD SHEATH'G ON 2x4 STUDS NAILS EACH SIDE S 16" O.C. 2x BLOCKING BETWEEN EACH FIXED GLASS WINDOW RAFTER - ATTACH ROOF SHEATH'G� TO BLKG W/ 8d �� WALL SECTION NAIL S 3 O.C. - TOE NAIL 1/2 GYP BID 2 BLKG TO TOP PLATE A 2, 1/2" = 1'-0" WEATHER RESISTANT BARRIER W/ 10d 0 4" O.C. R-13 BATT OVER EXTERIOR SHEATHING = INSUL CONT w RESISTANT BARRIER .. , .- 1x TRIM MATCHIG EXIST � 3 �� WEATHER RE /4 STUDI-FLOOR PLYWD ON OVER EXTERIOR SHEATHING LAPPED 1x8 HARDI-BOARD P.T. 2x10& S 16" O.C. ATTAC 2ND FLASHING STRIP SIDING MATCHING & ALIGNED JOIST TO SILL PLATE W/ TURNED UP 6" AT SIDES NAILING W/ EXIST OVER TYVEK 4-10d TOE NAILS FLANGE �` HOUSEWRAP ON 1/2" CDX ' 2 PLYWD SHEATH'G ON 2x4 P.T. 2x10 CONT STUDS 0 16" O.C. - ATTACH 0 :.';_• > -:: STUDS TO RIMBOARD W/ P.T. 2x8 SILL PLATE W/ 1/2 N .� =. 1Q ;. ;. ,`. ; SIMPSON MSTA12 STRAP x8" ANCHOR BOLT 0 24" O.0 SILL DETAIL 1ST FLASHING STRIP ::�� g :;F ` •_: P.T. 2x10 RIMBOARD W/ 10D EXIST INTERIOR FLOOR_ NAIL TO TOP & BOTTOM OF a " - EACH JOIST & 10d TOE NAILS ' " _ G 4" O.C. TO SILL PLATE W/ WINDO & D OR FLASHING - WINDOW/DOOR FLANGE. SIMPSON SSP G 8" O.C. TO OVER n BARRIER (WRB) Y SILL FLASHING 1. INSTALL WEATH R RESISTANT ( 6. APPLY Q5 FACE F SHE ING STARTING AT BOTTOM OF , 8 CMU STEM WALL REIN- WALL, APPING N A WEATHER SHEDDING FASHION. 7, APPLY JAMB FLASHING OVER WINDOW/DOOR FLANGE, ' .. "- STUCCO WASH ON 8° CMU FORCED PER FOUNDATION AT T P OF OP NING CUT WRB AT 45 DEGREES & EXTENDING TO OVERLAP SILL FLASHING AND ABOVE STEM WALL MATCHING EXIST :�. ':.:. '•• : PLAN, FILL ALL CELLS TAPE OP COR ERS & CENTER TO THE WRB ABOVE. THE TOP OF THE OPENING, AND UNDERNEATH W/ 3000 PSI GROUT - LAPPING WRB AT HEAD. FINISH GRADE - SLOPE FROM � I STA L FLASH G STRIP AT SILL EXTENDING 6" BLDG 2. N BEYO SIDES F OPENINGS W/ SMALL CUT AT S. APPLY HEAD FLASHING OVER WINDOW/DOOR FLANGE 16"x10" CONIC FTG W/ 2-#4 AMB TO ALLO TOP 1" OF STRIP TO FOLD OVER AND JAMB FLASHING, EXTENDING UNDERNEATH ° ry` J LOCATION OF EXIST _ CONT FRON EDGE O SILL AND ADHERE TO SILL. LAPPING WRB AT HEAD. REMOVE PREVIOUSLY APPLIED ; �� TAPE AT WRB ALLOWING WRB TO LAY OVER HEAD ADJACENT FOOTING 3. INSTA L 2ND F SHING STRIP THE SAME LENGTH AS FLASHING. APPLY NEW SHEATHING TAPIC OVER 45 S W A N N PORCH ENCLOSURE THE 1 T (STEP ) OVERLAPPING 19T AND EXTENDING DEGREE CUTS. UP 6" T BOTH IDES OF OPENING. �. , �, 332 THIRD STREET WALL SECTION ATLANTIC BEACH, FLORIDA 4. APPLY3/8" BEA OF SEALANT TO REAR (INTERIOR) NOTES: A 2 SIDE F WINDO /DOOR FLANGE, TO SIDE JAMBS OF 1/2" 1'-0° Fisher & Simmons `Architects, Inc. OPENI G, & ACR SS HEAD OF OPENING. 1. FLASHING TO BE SELF-ADHERING DITUMINOUS TAPE EQUAL TO PERMABARRIER BY GRACE CONSTRUCTION 1510B second Street South Jacksonville Beach, Florida 904-247-1800 AA C000136 5. INSTA L WINDO /DOOR, SHIMMING TO ACHIEVE PRODUCTS. SOUA , PLUMB, AND LEVEL CONDITION. USE 1 2/21na GABLE ROOT IN LIEU Or ,,,,,,, 1222 =w„ Jes JWTS �n4na 2 2 CORR ION RES AND L FASTENERS PER WINDOW/ sHeo Roor� FRAMING & ELECTRICAL A2 DOOR ANUFAC URER'S SPECIFICATIONS. PLANS & DETAILS FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION CENTRAL 4 5 6 FORM 6©OC-01 Residential Limited Applications Prescriptive Method C ,i ? ; r :.• ,ww,d awrar :,», .x" :. ClimateZones4 5 6 small Additions,Renovations�Buil�9Sys�+s theu5edform600C01 feet�lesss� ledcomQotl�lsotmanuta�NuredlK�meBand CaiemaYbedsnonshaledtiY braddnor�sot600re d; TUBAE 6C-1:PRESCIUPTNE RE U1RENENiS FOR SMALL ADonm(600 Sit•R.and STALLED COMPf�tiENTS OF MANUFACTURED HOME ncer�Melhod C of Ctu�s d tln'fla+da t net'Effiaany #or add�ns use d lam 6w0 of a 600A-01. afepwdedMNl/tIUM NiSUTA MINIMUM INSTALLED reb pC, fWSt/ 13UILDER:RptK►. B11►C�►A �fG�{a tNG u l; COMPONENT INSUlJ1Ti0N IN STEIL y EFFICIENCY EFFICIENCY PROJECT NAME: 5`1Af kNt� 4050 ' s C ;; - Pits $ PERMITTING ZONE: Concrete Block R-5 � SEER = 10.0 SEER = AND AflDRESS: OFFICE: t2 trJn Frame,2'x 4" R-11 SEER = 9.7 SEER = OWNER ,- / PERMir NO. i 3 dURiSDICTION N0� : STS' /�+ on tothe� Frame,2'xB' R-19 Room unit or EER = 8.5* EER = �� bTa s6Ct,6G2�d6G3apply ly ottheaddba+,nattotheeasting �k l If�� � Common,Frame R-11 _ ADDtIIONS TO E)n5T1NG f IDET ES(s�Squae tact a y d candnor�ed serve the aft on or is itein9 insl Win 1 00 wth Die addlion °n value M1 E; Common,Masonry R-3 Electric Resistance ANY `1 SMALL levelsmusibemetonlywheneil*wds ti l mom ft 3D%dtheassessW reraaralorr;rxd+n9 Under Attic R-30 Speoe> 9+and wathr heamg equpment ainimum isulallon levels RpaOVATiONS(Itesdenbal undergon9 sde instated thaWres + Heat m d HSPF = 6.8 HSPF = muameetthepnrsabed HOMESAi�SUILDINGS Old} Fr Single Assembly;Enclosed z HSPF = 6.6 HSPF = RTeMes6Cr1and6C2apPlyodlmthemmp �4 please Print CK cn cs pump Spl' ur d` homcondtionedsp a .MANtFAMIRED I z Frame R-19 , _ P Single Pkg. binding).Presctiptive>egaremems �p 's ilrstated. Metal Pans R-13 u`� * wbm=rfilate 1, PtD©lT Room unit or PTHP COP = 2.7 HSPF! = aAecoveredtythislam.l�LDlNG51'5TEA#S�Ph Comm me W Single Assembly,Open R-11 � � LU COP Or Manufactured HOme t: Addition,New System Gas,natural or propane AFUE _ .78 AFUE _ 1. Renovation, 2, 5 ti_NG t►E_ co Slab-on-grade No Minimum Fuel Oil AFUE _ .78 AFUE = 2. Single family detached or Multifamily attached p Raised Wood R-11 Concrete R-5 ff Multifamily-No.of units covered by this submission 3. a Raised Con ac Electric Resistance EF - .88 EF = 3, �. j 1t u_ Common,Frame R-11 ,,, S ft. .S In unconditioned space R-6 =a Gas; Conditioned floor area( q• ) .� Double Pane Natural or L.P.L.P: EF = .54 EF = � ��,�,,,�,,,��,�.:� �- < In conditioned space No minimum and s ft• gq,ft. pa 5, Predominant eave overhang(f Fuel Oil EF = 54 EF = Single Pane sae T s s,s-7 6. Glass area type FILE i 6a. q q-� F l : ! TABLE 6C-2: PRESCRIPTIVE REQIHREMENTS FOR GLASS AREAS IN ADDITIONS ONLY a. Clear Mass opy 6j, sq.ft. 1�--sq.ft. E 1 1 s I; Maximum to floor area allowed is selected ave and solar heat "n coefficient. Maximum%= Installed%= b, Tint,film or solar screen ! 7. P p % GLASS TYPE,OVERHANG,AND SOLAR HEAT GAIN COEFFICIENT REQUIRED FOR GLASS PERCENTAGE ALLOWED 7. Percectta+� glass to floor 8. Floor type and insulation: '""�"`" 8e. R= lin.ft. + 1 UP TO 20% UP TO 30°6 P TO 40�k Double Single Double -On-grade R-value) _ Sq.ft. f t Single Double Single Double Singe a, $133-0 dJ ( �. R- _ - - - - - b. Wood, raised(R-value) R _sq.ft. QH-RHQC - -.87 2"-.78 4'-.87 7s common(R-value) _ sq.ft. -value 0 lJ s .ft. 1 -.87 0"-.78 2-.e.7 1 -.78 3 c. Wood, raised(R-value) � � R q 0"-.75 1 -.75 o"-s1 2'-.75 1 -.61 3'-.75 rete,re. r �i !�I+ 0'-.57 1'-.57 0"-.44 2'-.57 d. Cont R= 0'-.39 l'-.39 0'-.35 e. Concrete,common(R-value) ! _ FEB2 5 2013 g. Wail type and insulation; C+ Get certified SHGC from the manufacturer or use defaults: Single dear SHGC=.87,double dear SHGC=.78,and single tint SHGC=.75. Sq• ft. ' a. Exterior a-1 R= j TABLE 6C-3 MNWMUM REammEpr S FOR ALL PACKAGES 1. Masonry(insulation R-value) gy U� a-2 R= _l z- 2Zz�5 sq. ft. insulation R-value) Ilk t Sq- sq.. ft. 'Ti �' COMPONENTS SECTION REQUIREMENITS CHECKi 2. Wood frame C 9b-1 R= 1. Masonry(Insulation R-value) -2 R= sq. ft. Exterior Joints&Cracks 606.1 To be caulked asketed weather st' o otherwise sealed. b. Adjacent: q 1f �i Exterior Windows&Doors 606.1 Max.0.3 cfM .tt.window area;.5 cfrN .ft.door area i e Sole&Top Plates 606.1 Sole plates and penetrations through top plates of exterior walls must be sealed. 1, Recessed ' Ming 606.1 T IC rated with no penetrations(two altem�rtives allowed). 2. Wood frame(Insulation R-vale ) i ! 9c -_- f Multi-storyHouses 606.1 Air barrier on perimeter of floor cavity between floors. C. Marriage Walls of Multiple Units (Yes/NO) Exhaust Fans 606.1 Exhaust fans vented to unconditioned space shall have dampers,except for combustion IVA 10, Ceiling type and Insulation: 10a. R= sq.ft. ( ` ? devices with integral exhaust ductwork. �I Combustion 606.1 Combustion space and water heating systems must be provided with outside combustion air, a. Udder attic(Insulation R-value) 1� R= _ � ?s Sq.ft. c 1 Heatinge t for direct vent noes. b. Single assembly(Insulation Ft-Value) Water Heaters 612.1 Con with efficiency requirements in Table 6-12. Switch or ciea marked circuit breaker electric t5 fI('(G Comply envy req dy (electric) Nf 11. Cooling system* 11. T or cutoff s m be ov' External o built-in eat t wired for vertical package terminal A.C.,gas,existing,trona) YPe= t { . (I ypes:central,nJ(Mi unit,pa 9e SEERJEER, Swimming 612.1 Spas&heated pods must have covers(except solar heated). Not-commercial pools must have a E 1L!�Tt NL Pools&S timer.Gas a& 1 heaters must have.minimum thermal effidenc of 78%, L.P. 12. Type: Hot Water 612.1 Insulation is wired for hot water cinxilati s tams indud' heat recove units. 12, Head S m*:(Types heat pump,eleC.strip,natural gam' g Heating ystepF/COP/AFUE- Pt Shower Heads 612.1 Water flow must be restricted to no more than 2.5 ons r minute at 80 PSIG. gas h.p room or PTAC,existing,none) HVAC Duct 610.1 AN ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached, 13. Air Distribution System*' 13a. N O Construction, sealed,insulated and installed in accordance With the criteria of Section 610.1. Ducts in attics must be + Insulation Installation insulated to a minimum of R-6. a. Backflow damper or single package systems (Yes/No) 1 Y � HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. ✓ b Ducts On marriage walls adequately sealed (Yes/No) 14. Type: -c Xy S� ti GENERALDIRECTIONS 14. Hot water system: EF: ,+ :�: f t.On Table6Ct ndc�etheAvap�edtheiMxtietionigaddedtoeahcompon�t�dtherierelsdtheecpmerdbangnstaAed AARvak,esand etG6enaesiedmust m�torexceedihembiarnvalueslstet (Typeg ems.,natural gas,other,existing,none) Comp mtsamtequpmd bmVaddedmrrnenovaMmaybeleftblwk " 2 ADDITiONSONLY.Daiermnetl�e of new tocad;ionedfloorateaintl�eaddtionasfobws.Tatalthea+resofai doasand door tell Dledieareaofainorraeriicroof *Pertains to manufactured homes with site installed components. Ef 1, l� 9 om ,fig I� 1 0sandadditlotliepteviousiotal Whenglomsne>a"aftuwals"sbeagowmdoradowdbytheaddtion,anamountequaitothetotalareadthrowmaybesd ractedWnthelothiglassaree.Div&#iea ed byth� u{ag�indicates corriiiiance + „ rl' gwa��lbythecondl+ooedfina�oltheadAm.Mu"by100togettheWmnL Fmdthelaroglsa wcmtapum*whkbyrwrcabkledpemenWpMsonT�e6U.Pnecrip maregivenbythetypedfgiass (Sing�eorpoubkpana)andUreovedang(qi)papedwihasoharheargaincoetfiaent(SHGC).ForagiYentypeandaveritangthe mninumsolagam coeleientmowedisspecflad,Actualgl�sswndowsanddoors Ihereb ce that the ansandspec'dicationscoveredbythecalculationarein Fteviewofplansand� �thistwildingwnlbe Y T with the d fnrFio�aoom L with Section 553.'808,F.S. k';,,I mtheexterarwalsdthehouse ri�ntheaddtiondonathavet000mplywiheoredany�dsonrheaigantrequuertiermonFade6C-2.Atnew�asantlie�dtiOn mustmeettheniranerd �arnplian�W7L1,the DAM ✓ 25 t ""�-" � 2 �i piarousy andbemg PREPARED SY: eu+>ar+c� ii r G + : �� broneoftheapUonsnNie9 P YI Theo harg(Otpd�noeis pipe adarlyfromthefaoedtlre bapojntdirectly t Iherebj+oertifYthatthisbukklgismcoma vrichumrKmvdmE(OW 3.fENOVATiONSt>rlt-Y.RepnoementglassneedstomeettheioAowigmquiiernems.ArryOsiypeandsolarheetgancoetfid+rntmaybeusedbrgtoarmswhidiare �st�o ov edge into 4.BUl.OHiGSYSTI�.Conpywhen system"6Rsteiedforsys�ir�allad thatdotgtmcettht4ctiteriem�beelhersngle�paaeti�d,dou�nedeatot ' rrn .n 1; n7o