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705 Amber Jack Lane DwgsOPTIONAL � SINK ' TB �o cn 6� a o FW- U o m Z cCD Lu �' Z 1 ui STEEL TUB OR W Id' PRE -FAB TUB z _. IF SHOWER HAS GLASS ENCLOSURE, CeO SAFETY GLAZING REQUIRED PER I O v OPTIONAL TUB FBC R-308.4.5 � SCALE: 114" =1'-0" 48'-8n ol 18'-1111 17'-81' 12'-1" ol PRE-ENGR BEAM 47411 P.T. POST WRAPPED TO 8 (TYP.) Ica 158 C-9 411111M LANAI Lu 18-0X12-0 IW M 1 a 8 CLG. r 1 11 1 11 1 11 1 1 Q_ 1 11 11 . ol 2-10 13- 2-8 9 9 2-8 9'-3 INSTALL AIC CONDENSOR ATL M THIS LOCATION WHEN HOUSE e ° ° Q ° 'PAT I ®° 1 I $ IS LIiSS THAN 8' FROM SIDE ° a ° l ai-0n X4.4n 0 E A1C YAFD PER CODE, SEE BUILDER a° ° . 2'-2" ° FO�4PPROVAI , 021_2 3050SH 30 6068 FRENCH OPTIONAL OPTIONAL 3050SH 3050SH 3050SH TO 91 SLOPE MASTER BEDROOM - d a; BEDROOM #2 :S 18' -3'X12' -11"t►'_ 11'-5"X10'-8" 8CLG. 8' CLG. N FAMILY R00 I _ 17'-8"X17'-6" ' 181.919 CLG. 11'-111. � j ._...,.. " 1 n 1 " I " 1 I II 21 A"_.--- 4'-4 _ -a 2 -7 3.10 1$ 3 -6 21411 6 -1 lo �0 5068 BI •PASS _. L.l..1 OVAL ti .r. .... .. _..-- BAR fA �1 Li. N ¢ R & S cv �n R �a m Ln Lu Co O z C O� .o a = ? O,j, z s STEEL T BOR H U_ 0 �J 2 "Cl" 6' I 1 1 11 ill � Ir CV -. .. �. 5 8 4 2 1 2 4 8 PRE FA TUB tl'i Cn CIL) _ <c OPTIONAL Cn s o SINK TB _ J TB BATH (A o 0 8 CLG. H .� s o. I 60 VANITY Z 00 M = 06� I UTILITY I � � � �� 'd' r-, r, co W OPTIONAL I s o f o�� M M 8 CLG, 1 - O N N _ o N o BENCH W.I.C. In 2 2X6 KNEE WALL 1_ x I. 1 I 1. " o z o l �'6' 2X6 WALL 6 8 5 8 6 5 o WITH 16 BAR TOP z OPTIONAL ob_ ICE _ W iD ABOVEm SINK o - R&S I z c o l O.ems I 1-8n 3'-6" 81-511 M L.B. FIRE RA ED o 4 ° qiC ► KITCHEN M a AIC° WH SELF CLOSING a s 4 I 9 CLG.. I _ BEDROOM #3 DOOR o ,_ „ ,_ „ 11 5 X1 0 7 CUR3CLW 8CLG. 3 wl 0 OPTIONAL r ATTIC ACCESS I „ 4X4 SLA OPTIONAL I (22"X30" MIN. 2-4 4-8x 4'-11"' C 2868 L --J 2'-6° 8'-1011 21.211. GARAGE GE 18'-3720-6" UDI BI -PASS � R & S OPTIONAL 1 6�� Ica- - — 4X8SLAB - — I 8 CLG. � R & N L N 4068 BI -P SS - N _ s rn 18i_T � 13_6 41-8111111 s FOYERLn _9 CLG, o DINING 7-0710 0 0� 9 CLG, BEDROOM #4 (2) 3050SH <- a 11 5710.7 .- ° 474 P.T. POST 8 CLG: °a x ° WRAPPED TO 8 6'-6" 6'- 0" ° I a °s. , - (TYP•) 1 " s ° 12 -1 0 ' .--1 - o Lm ENTRY ° a ° I z N m V_ 10 : 9'C LG. a 4050SH NOTE. I w ° a 4 AFOUNDATION SURVEY SHALL BE' P FORMED AND A COPY 1= I166"0 OHD P -ENGR BEAM - OF THE SURVEY SHALL BE ON THE SIE FOR THE BUILDING a �-, _ a °1 4 o INSPECTORS USE PRIOR TO FRAMMI INSPECTION. 10" 10" CODE INFORMATION � DRAWIN G INDEX 9'-5112" 91-511211 6'-611 5'-8" 1'-211 41.411 1'-2" 4'-10112" Id 6-0112" 01 '01181_,1 �1 12'-2" 6'-8 10'-11" 48'-8 FLOOR PLAN SCALE: 114" =1'-0" a, C:\Users\Bill Shields\Google Drive\1-Drawin9s\Jax Homes\1762 Plan\2016-11-03 1762 Plan-LEFT.dwg, 11/4/201612:10:59 PM a BUILDING CODE. 2014 FLORA BUILDING CODE RESIDENTIAL 5TH ADDITION SHEET NUMBER SHEET NAME 2014 FLORA BUILDING CODE PLUMBING Date 11-03-16 2014 FLOR p A BUILDING CODE MECHANICAL A1.1 FLOOR PLANS scale AS SHOWN 2011 NEC l All _ FOUNDATION AND ROOF PLANS CURRENT BEACH LAN E D DEVELOPMENT CODEA1 .3 ELECTRIC PLAN Job 1762-L CONSTRUCTION TYPE.: 5B Sheet OCCUPANCY CLASS: R-3 A2.1 ELEVATIONS i A31 DETAIL SHEET a, C:\Users\Bill Shields\Google Drive\1-Drawin9s\Jax Homes\1762 Plan\2016-11-03 1762 Plan-LEFT.dwg, 11/4/201612:10:59 PM a 0 — N 3' a A1C; e `a OPTIONAL 4X4' SLAB OPTIONAL 4X8'SLAB N T HB 181.911 Il F 0 — N 3' a A1C; e `a OPTIONAL 4X4' SLAB OPTIONAL 4X8'SLAB N T HB 181.911 1 1056 X 50% = 528 IN NET FREE `E Z ALL VENTED SOFFITS TO BE AT 2-6'& 1-4' ORV REQUIRED Q•� 4µi L1J CL INSTALL A1C CONDENSOR AT C---� Z J u- 0 LANAI 4" CONC -� LL LL. 0 - t--� U J J �. FOR APPROVAL UJ c. j Z Z Q — — PATIO I` I O � Z Q ®° 20`•11" O v U'4- Cull a cn Q d A Ln s�^ 0 4" CONC. SLAB REINFORCED W1 EITHER 6x610110 u- - 18'-9" 18'01 1 1056 X 50% = 528 IN NET FREE 6" s ALL VENTED SOFFITS TO BE AT 2-6'& 1-4' ORV REQUIRED Q•� 4µi INSTALL A1C CONDENSOR AT C---� FR A IF Ip 1.4 ORV -144 IN NET FREE FRONT AND REAR ONLY .SES I I � i I 1 THIS LOCATION WHEN HOUSE LANAI 4" CONC -� S LESS THAN 8' FROM SIDE S SLAB 5'4" 3' YARD PER CODE; SEE BUILDER 7' FOR APPROVAL e ° — — PATIO I` I e 27'-9" ®° 20`•11" U'4- Cull a ° d A Ln s�^ i - 4" CONC. SLAB REINFORCED W1 EITHER 6x610110 WWM OR FIBER MESH ON 6 MIL VAPOR BARRIER - OVER CLEAN, COMPACTED FILL. SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR INSECT AND " DECAY RESISTANCE CONSTRUCTION PRACTICES. r M PROCESSES AND TREATMENTS TO MEET APPLICABLE ` s �. . ;, . N ... CODE REQUIREMENTS01 N 18'-4 314' i 01 5'-61 l l ° � OPT OPT D � a 2'-6" 2'-10" 1'-8'" uj 6'- 4 L. SEE STRUCTURAL PLANS FOR H AIC SEE STRUCTU LANS FOR ALL SLAB INFORMATION ANDIZES 1'-5' ro N CURB, --. .-. P wLnN w C9 00 N [ N — N M Ln C (T _L - V N. N — H N W O� i a a 13'-4" a °a ° 41-4" W Q1 N U-1 _ Q 4-CONC a ,co e ° SLAB ® as® a. Q cn �- 91-5112" 9'-5112" 0 6,. ,, 8 „ 0 6' ORV rd 81 A11 'Y 18'-11" 11'4" c� 10'-1" 48'-8" VENT CALCULATIONS: s9 LANAI VENTED SOFFIT VENTILATED ATTIC AREA=2203 11300 X 2203 = 7.34 SQ FT ---------I------- --- 7.34 X 144 =1056 SQ IN TOTAL NET FREE VENT AREA — — — — — — 1056 X 50% 528 IN NET FREE I � — — — - — � — — — — — — — — � I 80 LN FT OF SOFFIT = 528 IN NET FREE SOFFIT - 6.55 IN NET FREE PER LN FT i I OFF -RIDGE VENTS j I I i (11 I _., FOUNDATION PLUMBING PLAN ROOF PLAN Job 1762-L SCALE. 114 0 " = " SCALE: 1/4" T -O" Sheet 1 A1.2 -11- 1762 Plan-LEFT.dw 11/4/2016 12:11:00 PM C.\Users\Bill Shields\Google Dnve\1 Drawings\Jax Homes\1762 Plan\2016 03 g, 1 1056 X 50% = 528 IN NET FREE CD ALL VENTED SOFFITS TO BE AT 2-6'& 1-4' ORV REQUIRED Q•� 4µi FR A IF Ip 1.4 ORV -144 IN NET FREE FRONT AND REAR ONLY .SES I I � i I 1 -� � ARE FIRE BLOCKED I I '� I 1 1-6 ORV = 216 IN NET FREE Y I` I Lu Q E U'4- Cull a Ln s�^ i - - N i uj ro N .-. wLnN w =N Lu [ N — N M Ln C (T _L - V — H W O� w W Q1 N U-1 _ Q ,co cn �- ap Z s Y 6' ORV rd � - M n c� m ,....., % m Lu o O LL - u. LZ _ oc LL W �- z J W W o a o j z m 2 W J. CI" o Z Lu I w od N -LL— camu— 'i, — cno w fi .;. 01 6 Ln �0 Date D 11- 03- 16 : N 01 01 scale AS SHOWN FOUNDATION PLUMBING PLAN ROOF PLAN Job 1762-L SCALE. 114 0 " = " SCALE: 1/4" T -O" Sheet 1 A1.2 -11- 1762 Plan-LEFT.dw 11/4/2016 12:11:00 PM C.\Users\Bill Shields\Google Dnve\1 Drawings\Jax Homes\1762 Plan\2016 03 g, i i OPTS OPT � � I / PREWIRE & BRACE FOR FAN WITH 011M LANAI F�n ko L. L.L. i V OPT OPTW CL Q I 4 Q OPT p a Al`C 4 L ` ° GFCI E GFC1- U d I '. a P s 4° k •u, AFI PH \ , �� AFI ONLY FOR ALTERNATE AIC :CONDENSOR`LOC-ATION \ OPT 015TQ OPT \ `j OPT / \ � \ �yJ AFI AF AFI\ AP AN /- 1 AFI CAN II I I I CA I / \ OPT \ \ OPT \ I \ \ I AFI I \ (( OPT \ ((�, jOPT V _ -_CEJ\ a AFI— cFl sc \ \ ° I X ' F � \ I �DPT OO OPT` 1 I � � sc" / OPT PEND 3 PEND \ a \ GFI PT PEND \ \ GFI V F \ I I \ / 3 GFI / fm - a I AFI PT I / ob _ O -----�� ED O d I GFI I A rr GFI GF1 I I I AFI \ 4 A/C!''WH I I I I9=\ J II `\ I CATV ~ L ---J / I 3 I I AFI a � I PT PT \:/ FI. I� 1 &7T A } sc 1 1 1 1 AFI F CATV NOTES: h 1. ELECTRICAL LAYOUT MUST MEET STATE-4ND LOCAL CODES. o 4 AFl \ ELECTRICIAN TO VERIFY. \ d d d d/ \ 2. ALL FIXTURES TO BE CFL OR LED. \ 3. ALL OUTLETS THAT ARE NOT GFI TO BE AFRI PROTECTED. \ 4 ) 4a ° a° d AFI \ I a d OPT 9 a d 4 OPT i ELECTRIC PLAN SCALE: 1/4" =1'-0" C\Users\Bill Shields\Goo le Drive\1-Drawin s\Jax Homes\1762 Plan\2016-11-03 1762 Plan-LEFf.dwg, 11/4/201612:11:01 PM 9 9 c T i i OPTS OPT � � I / PREWIRE & BRACE FOR FAN WITH 011M LANAI F�n ko L. L.L. i V OPT OPTW CL Q I 4 Q OPT p a Al`C 4 L ` ° GFCI E GFC1- U d I '. a P s 4° k •u, AFI PH \ , �� AFI ONLY FOR ALTERNATE AIC :CONDENSOR`LOC-ATION \ OPT 015TQ OPT \ `j OPT / \ � \ �yJ AFI AF AFI\ AP AN /- 1 AFI CAN II I I I CA I / \ OPT \ \ OPT \ I \ \ I AFI I \ (( OPT \ ((�, jOPT V _ -_CEJ\ a AFI— cFl sc \ \ ° I X ' F � \ I �DPT OO OPT` 1 I � � sc" / OPT PEND 3 PEND \ a \ GFI PT PEND \ \ GFI V F \ I I \ / 3 GFI / fm - a I AFI PT I / ob _ O -----�� ED O d I GFI I A rr GFI GF1 I I I AFI \ 4 A/C!''WH I I I I9=\ J II `\ I CATV ~ L ---J / I 3 I I AFI a � I PT PT \:/ FI. I� 1 &7T A } sc 1 1 1 1 AFI F CATV NOTES: h 1. ELECTRICAL LAYOUT MUST MEET STATE-4ND LOCAL CODES. o 4 AFl \ ELECTRICIAN TO VERIFY. \ d d d d/ \ 2. ALL FIXTURES TO BE CFL OR LED. \ 3. ALL OUTLETS THAT ARE NOT GFI TO BE AFRI PROTECTED. \ 4 ) 4a ° a° d AFI \ I a d OPT 9 a d 4 OPT i ELECTRIC PLAN SCALE: 1/4" =1'-0" C\Users\Bill Shields\Goo le Drive\1-Drawin s\Jax Homes\1762 Plan\2016-11-03 1762 Plan-LEFf.dwg, 11/4/201612:11:01 PM 9 9 Ntg +---1 y X W �J W Z Lu 0 � Z 0 h � .� - - _u a cn C M M r" --f ILL E Cis � au M W Ce GC Cn j z ^ V W a .5 i J I i i OPTS OPT � � I / PREWIRE & BRACE FOR FAN WITH 011M LANAI F�n ko L. L.L. i V OPT OPTW CL Q I 4 Q OPT p a Al`C 4 L ` ° GFCI E GFC1- U d I '. a P s 4° k •u, AFI PH \ , �� AFI ONLY FOR ALTERNATE AIC :CONDENSOR`LOC-ATION \ OPT 015TQ OPT \ `j OPT / \ � \ �yJ AFI AF AFI\ AP AN /- 1 AFI CAN II I I I CA I / \ OPT \ \ OPT \ I \ \ I AFI I \ (( OPT \ ((�, jOPT V _ -_CEJ\ a AFI— cFl sc \ \ ° I X ' F � \ I �DPT OO OPT` 1 I � � sc" / OPT PEND 3 PEND \ a \ GFI PT PEND \ \ GFI V F \ I I \ / 3 GFI / fm - a I AFI PT I / ob _ O -----�� ED O d I GFI I A rr GFI GF1 I I I AFI \ 4 A/C!''WH I I I I9=\ J II `\ I CATV ~ L ---J / I 3 I I AFI a � I PT PT \:/ FI. I� 1 &7T A } sc 1 1 1 1 AFI F CATV NOTES: h 1. ELECTRICAL LAYOUT MUST MEET STATE-4ND LOCAL CODES. o 4 AFl \ ELECTRICIAN TO VERIFY. \ d d d d/ \ 2. ALL FIXTURES TO BE CFL OR LED. \ 3. ALL OUTLETS THAT ARE NOT GFI TO BE AFRI PROTECTED. \ 4 ) 4a ° a° d AFI \ I a d OPT 9 a d 4 OPT i ELECTRIC PLAN SCALE: 1/4" =1'-0" C\Users\Bill Shields\Goo le Drive\1-Drawin s\Jax Homes\1762 Plan\2016-11-03 1762 Plan-LEFf.dwg, 11/4/201612:11:01 PM 9 9 Ntg +---1 y X �J W 0 0 h � .� - - � a cn C M M r" --f ILL E Cis � au M a .5 J U � 000 Q M L..L� W m to D 0 z. 11-03-16 Date Scale AS SHOWN Job 1762-L Sheet Aiml _ _ f h 4" TRIM (TYP.) 0'-0" FINISHED FLOOR 9 518 TOP OF ROOFh 18'-9 518" TOP OF ROOF 18'. " FIBERGLASS SHINGLES (TYP.) ) 12 12 _ 5 51 12 12 5 5 � � FIBERGLASS SHINGLES -Lu U � Z ,. I (TYP.) W ,� w (n Z a L H J W 0 9'-1118" BEARING HEIGHT Z c. Q w (LIVING AREA) 8'-1118" BEARING HEIGHT 8'-11/8" BEARING HEIGHT J w h 4" TRIM (TYP.) 0'-0" FINISHED FLOOR 4" TRIM (TYP.) 0'-0° FINISHED FLOOR T� IIHARDIEBOARD T-111 � x 4X4 P.T. POST [HARDIEBOARD LAP, \-OPTIONALLANAI WRAPPED TO 8" SIDING (TYP.) SIDING (TYP.) j N V N i ■� M REAR ELEVATION FRONT ELEVATION N . i �= I ,1 CONTRACTOR MUST VERIFY ALL DIMENSIONS SCALE 1/4 9 0 SCALE.. 1/4, 1-0� 0 w r y 18'-9 518" TOP OF ROOF h rA x X Ln 12 12 o 51 15 FIBERGLASS SHINGLES TYP. ' 9.1118" BEARING HEIGHT (LIVING AREA) AN rI I I L I 1 1 1 1 1 1 8-11/8" BEARING HEIGHT r, W — — a, >` DC N N Ln � ll') CMC31 LANAI �� c.!) 4"TRIM TYP. � � 0-0 FINISHED FLOOR h V Ych Z_ 00rn ca \-HARDIEBOARDT-111 (� SIDING (TYP.) ' W I LEFT SIDE ELEVATION Q SCALE: 1/4" _ V-011 O 0 18'-9 518" TOP OF ROOF _ 1 OPTIONAL TAPERED COLUMNS WITH STONE BASE 12 - 12 � 51 5 -OPTIONAL COLUMN FIBERGLASS SHINGLES SCALE: 1/2"= V-0 (TYP.) N CT \ I _ .. 9-11/8II BEARING HEIGHT LIVING AREA) h '-118 BEARING HEIGHT 8 1 h 4" -TRIM TYP. IL0'-0" FINISHED FLOOR HARDIEBOARD T-111 LANAI WINDOW TRIM: SIDING (TYP.)TOP - 211 AND 611 Date 11-03-16 SIDES AND BOTTOM - 6" Scale AS SHOWN OPTIONAL WINDOW TRIM RIGHT SIDE ELEVATION 2-L SCALE:11211=1'-0" Job 17 6 SCALE: 114" =1'-0 Sheet A2. 1 C:\Users\Bill Shields\Google Drive\1-Drawings\Jax Homes\1762 Plan\2016-11-03 1762 Plan-LEFT.dwg, 11/4/201612:11:02 PM L_ rTF11 4" TRIM (TYP.) 0'-0° FINISHED FLOOR T� IIHARDIEBOARD T-111 � x 4X4 P.T. POST [HARDIEBOARD LAP, \-OPTIONALLANAI WRAPPED TO 8" SIDING (TYP.) SIDING (TYP.) j N V N i ■� M REAR ELEVATION FRONT ELEVATION N . i �= I ,1 CONTRACTOR MUST VERIFY ALL DIMENSIONS SCALE 1/4 9 0 SCALE.. 1/4, 1-0� 0 w r y 18'-9 518" TOP OF ROOF h rA x X Ln 12 12 o 51 15 FIBERGLASS SHINGLES TYP. ' 9.1118" BEARING HEIGHT (LIVING AREA) AN rI I I L I 1 1 1 1 1 1 8-11/8" BEARING HEIGHT r, W — — a, >` DC N N Ln � ll') CMC31 LANAI �� c.!) 4"TRIM TYP. � � 0-0 FINISHED FLOOR h V Ych Z_ 00rn ca \-HARDIEBOARDT-111 (� SIDING (TYP.) ' W I LEFT SIDE ELEVATION Q SCALE: 1/4" _ V-011 O 0 18'-9 518" TOP OF ROOF _ 1 OPTIONAL TAPERED COLUMNS WITH STONE BASE 12 - 12 � 51 5 -OPTIONAL COLUMN FIBERGLASS SHINGLES SCALE: 1/2"= V-0 (TYP.) N CT \ I _ .. 9-11/8II BEARING HEIGHT LIVING AREA) h '-118 BEARING HEIGHT 8 1 h 4" -TRIM TYP. IL0'-0" FINISHED FLOOR HARDIEBOARD T-111 LANAI WINDOW TRIM: SIDING (TYP.)TOP - 211 AND 611 Date 11-03-16 SIDES AND BOTTOM - 6" Scale AS SHOWN OPTIONAL WINDOW TRIM RIGHT SIDE ELEVATION 2-L SCALE:11211=1'-0" Job 17 6 SCALE: 114" =1'-0 Sheet A2. 1 C:\Users\Bill Shields\Google Drive\1-Drawings\Jax Homes\1762 Plan\2016-11-03 1762 Plan-LEFT.dwg, 11/4/201612:11:02 PM 0 R703.8 FLASHING. _ APPROVED CORROSION -RESISTANT FLASHING" HAL APPLIED SHINGLE FASHION 2 31411 . SHALL BE PL ;n IN SUCH A MANOR TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR _ CIO PENETRATION OF WATER TO THE BUILDING COMPONENTS. N THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. - 11 car - 5 APPROVED ANTI CORROSION RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF SCALE . 3 -1-0 FIBERGLASS SHINGLE ROOFING OVER UNDERLAYMENT INSTALL SHINGLES OVER ORV VENT FLANGE AT HEAD GALVANIZED METAL ORV WITH BAFFLE SET IN IrPLASTICROOF CEMENT OR SEALANT TO REJECT PASSAGE OF 4"SPHERE i SCREEN OVER PRE-ENGINEERED INSTALL ORV FLANGE OVER WOOD TRUSSES V `o C14 en AT BASE M O L 711611 OSB OVEP, Q� u FIBERGLASS SHINGLES ON PRE-ENGINEERED WOOL„ 24 WIDE METAL VALLEY , M 15# FELT OVER 711611 O.S.B. TRUSSES°' •= WITH 112 CLIPS FLASHING OVER 15# FELT_ OFF RIDGE VEIN DETAIL 11 OSB OVER 7/16LU G( u — PRE-ENGINEERED TRUSS ROOF SYSTEM �, U E * NOT TOSCALE VALLEY FLASHING DETAIL :. 2X BLOCKING IUj NOT TO SCALE Q ¢, e o .to, 12 SEE FIRE CAULKED*ZE RP JELEV. w� N- 2 PIPE BOOT N 9'-1118” BEARING HEIGHT - GALVANIZED METAL FLANGE '-- APPROVED WEATHER BARRR OVER USB All,. INSULATION INSTALL 4" WIDE SELF -ADHERING y — \_ 11 FASCIA STYLE ` MEMBRANE FLASHING OVERLPPING DOOR 518 GYP. BOARD PER BUILDER PER BY fir4 " BEYOND DOOR JAMB / I — 318" OR 518" THE FOLLOWING LOCATIONS: DEPENDING ON FIELD CONDITIOVS DIMENSIONS MAY VARY B T MUST COMPLY WITH FL 1 U ORIDA BUILDING suF GRADE. SPECIFICATIONS : T 1. AT THE INTERSECTION ION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH 26 GAUGE GALVANIZED 26 GAUGE GALVANIZED 32 GAUGE GALVANIZED AL A FRAME OR STUCCO W LS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO B C :�, TOP OF FINISH FLOOR GUARDRAILU DETAIL SCALE • 111211=1'-0° 2-112" METAL DRIP EDGE 575" ANGLE FLASHING 7" FLASHING W COPINGS. J NOTE: THIS WALL SECTION IS FOR / 2. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. SHINGLES: VALLEY FLASHING: Z Lu "-to � LIU r A i 3. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. UL CLASS A FIRE RATING: ASTM D 3018, TYPE 1 26 GA. GALVANIZED, 18" WIDE 4. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR c'—n Lu j _ UL WIND RESISTANCE: FASTENING. ASSEMBLY OR WOOD FRAMED CONSTRUCTION. 5: tic > z 0 .� d ..a '.. ,. a A UASTM D 3161, TYPE I (MODIFIED T0110MPH) - " 11 l (4)11 OR 12 GAUGE NAILS 1 114 LONG WITH 318 O HEAD 5. AT ALL WALL AND ROOD INTERSECTIONS. � �C � - 11 WE O SPHERE 4 OR GREATER IN DIA�ETER. REQUIRED GUARD RAILS ON THE SIDE F' TaSHALL S 0 STAIR TREADS JAMB F © LASHING EXTENDA JAMB FLASHING TO r -< .. y. 6. AT BUILT IN GUTTERS. O v ¢ D M eT•. FLASHING DETAILS AND SHINGLE INFORMATION cn 4 _ a ', .. a. . — -- — — — � as _ a _ _ I_II_I I I_I I I_L a d a. ALL CONDITIONS SHOWN WITH ER Deuri.E:. GENTLY RAISE THE � /� TOP EDGE of THE sA IIP Mo TAPE THE / . ; 11 ATI NOT ALLOW SPHERE GREATER HAN 4-318 IN DIAMETER TO PASS THROUGH, CAF OF JAB, FLASH LASHING. TUCK TOP MG UNDER THE FLAP OF WRB AT THE HEAD. SEE DIAGRAM. o , / = _ = -- ---- _ _ _ _ _ _ _ABOVE I_I I I_I I I-1 I I SCALE . 3 -1-0 FIBERGLASS SHINGLE ROOFING OVER UNDERLAYMENT INSTALL SHINGLES OVER ORV VENT FLANGE AT HEAD GALVANIZED METAL ORV WITH BAFFLE SET IN IrPLASTICROOF CEMENT OR SEALANT TO REJECT PASSAGE OF 4"SPHERE i SCREEN OVER PRE-ENGINEERED INSTALL ORV FLANGE OVER WOOD TRUSSES V `o C14 en AT BASE M O L 711611 OSB OVEP, Q� u FIBERGLASS SHINGLES ON PRE-ENGINEERED WOOL„ 24 WIDE METAL VALLEY , M 15# FELT OVER 711611 O.S.B. TRUSSES°' •= WITH 112 CLIPS FLASHING OVER 15# FELT_ OFF RIDGE VEIN DETAIL 11 OSB OVER 7/16LU G( u — PRE-ENGINEERED TRUSS ROOF SYSTEM �, U E * NOT TOSCALE VALLEY FLASHING DETAIL :. 2X BLOCKING IUj NOT TO SCALE Q ¢, e o .to, 12 SEE FIRE CAULKED*ZE RP JELEV. w� N- 2 PIPE BOOT N 9'-1118” BEARING HEIGHT - GALVANIZED METAL FLANGE '-- APPROVED WEATHER BARRR OVER USB All,. INSULATION INSTALL 4" WIDE SELF -ADHERING y — \_ 11 FASCIA STYLE ` MEMBRANE FLASHING OVERLPPING DOOR 518 GYP. BOARD PER BUILDER PER BY fir4 " BEYOND DOOR JAMB / I — DOUBLE 2X TOP PLATE WITH APPROVED HURRICANEI 11 HARDIE BEAD BOARD 1-4 SOFFIT (TYP.) x INSTALL 4"WIDE F -ADHERING W ANCHOR AT ENDS OF EACH � � SEL .MEMBRAN�ASHINGMRLAPPING -.0TRUSS EXTERIOR WAs Hall HAVETHE EXT. - DOeRFR E BY 1/4 PLUMBING STACK FLASHING DETAIL 0Q -O clC N * F PROPERTY LINE FIRE cv LO IF WITHIN 5 0 R , SHEATHING RAISED OFF OF THE _ . _ BLOCK AND FIRE CAULK BETWEEN ' CONCRETE FOUNDATION AND ALIGNED011 NOT TO SCALE I a) Ln CUT WEATHER BARRIER INwAND TRUSSES TO BOTTOM OF ROOF DECK WITH THE FACE 0 THE FOUNDATION 110-4 cn ILL ABOUND JAMBS -- cn 011 F--- STONE OVE R LATH &BARRIER SET THRESHOLD IN BEDOF SEALANTU +` WOOD RAMS CONSTRUCTION Q CODE COMPLIANT WI DOW INSTALLATION METHO 41 WEATHER RESITIVE BARRIE WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. TERMINATE STONE AT BASE OF WOOD FLASHING APPLIE OYER THE FACE OF THE MOUNTING FLA STRUCTUR PER ASTM C-929 A2 2 2 NCE. j DRYWALL OR OTHER FINISH MATERIAL IF APPLICABLE 4 a 'o a 5EES 00 fu QM WATER SHEDDING FASHION, SECTION A STARTING AT THE BASE OF THROUGH WINDOW JAMB rn _ CONCRETE DRIP SCREED PER ASTM 1063-03 THE WALL WORKING TOWARDS THETOP .STALL TO. INSTALL THE WR8 M SLAB[+ TO THE FACE OF THE SFEATHING © APPLY SILL ASHING (4orb'7 BEHIND� FLMOMTMG IIS DOOR FLASHING INSTALLATION AND DETAILALT UREWRB 00-0 31NSULATION APPLY BEAD IN SEALANT 'HEAD , , 1. At BACK OF WINDOWW FLANGE TO HEAD 4 BOTH :., . SCALE: N.T.S. - JAMBS. APPLY A DISCONTINUOUS BEAD TO SEAL THE WIND FRAME TO OPENING. STONE APPLICATION D ETA L APPLY A °1b• N DIA. TO THE BACKSIDE BOTTOM FLANGE LEAVING (INTERIOR) OF t WINDOW FLANGE, M LME �' (Z) Y° GAPS. WITH ANY PRE- HOLES OR SLOTS. — — — — - - ® SET WINDOW USING PAN HEAD SCREWS TO FACILITATE , SCALE:' N.T.S. INSPECTION. e FLASHMG� GENERAL. NOTES . ®APPLY JAMB d..�:::.'^ ® JA F A$HING SEALANT BEAD BETWEEN A CONT. SEAL 70 THE MOUNTING FLANGES AT FLASHING AND MOUNTING FLANGE. 1. PARKING BUMPER IF REQUIRED) MUST BE INSTALLED BEFORE RE CO, ® APPLY BEAD OF SEALANT THE; (HEAD) AND SIDES SEAL s) Cf WINDOW '' ( Q ) O AT HEAD JAMB FLASHING INTO SEALANT AND FASTEN m II " 1 I .APPLY HEAD fLASHMG M (FLABFIING GOES OVER SEALANT) 2.518 TYPE X GYP. BOARD REQUIRED ON CEILING OF GARAGE WHERE HABITAL SPACE IS ,I ®/ REMOVE PREVIOUSLY APPLIED TAPE. ALLOWING WRB TO LAY. ABOVE PER FBC R302.6. FLAT OVER HEAD FLASHING > FLASHING APPLY NEW SHEATHING TAPE p. SEE ELEVATIONS FOR 3. HVAC PENETRATING RATED ASSEMBLIES TO COMPLY WITH FBC R302.5. OVER DIAGONAL «,T _ SEE 'PLIED GRAM 4. UNDER STAIR PROTECTION TD COMPLY WITH FBC R302.7 (IF ACCESSIBLE o< $E�uRE "'RB (E sEata'NTI. EXTERIOR FINISH MATERIAL ( ) AT HEAD OND EACH 0® /' LACE. SEE ELEVATIONS FOR T N GUARDRAIL OE EXTERIOR FINISH MATERIAL \ FLASHING AT HEAD EMENDS I" DRYWALL OR OTHER FINISH DEPENDING ON FIELD CONDITI09S, DIMENSIONS MAY VARY BUT MUST COMPLY WITH FLORIDA BUILDING ' �° JAMB FLASHLMG MATERIAL IF APPLICABLE CODES R312.1 -R312.2 FOR GUARDRAIL REQUIREMENTS AND OPENINGS.o oHEAO FLASHING SEALANT I EMBED BOTTOM OF THE HEAD*HEI HT SHALL BE 36" MIN. WHEN BALCONY OR RAISED FLOOR EXCEEDS 30p ABOVE FLOOR OR FLASHING AGAINST THE PREVIOUSLY APPLIED SEALANT (FLASHING GOES GRADE AND SHALL BE 34" ON OPEN SIDES OF STAIRS THAT EXCEED 30 FLASH OR MORE ABOVE FLOOR OR I OVER SEAEYO EXTEND HEAD a ING BEYOND EACH JAMB 'a FL ",. / ASHING. FASTEN IN PLACE. Q e DEPENDING ON FIELD CONDITIOVS DIMENSIONS MAY VARY B T MUST COMPLY WITH FL 1 U ORIDA BUILDING suF GRADE. SPECIFICATIONS : . ` ► I :�, TOP OF FINISH FLOOR GUARDRAILU DETAIL SCALE • 111211=1'-0° —1 DOUBLE 2X TOP PLATE WITH APPROVED HURRICANEI 11 HARDIE BEAD BOARD 1-4 SOFFIT (TYP.) x INSTALL 4"WIDE F -ADHERING W ANCHOR AT ENDS OF EACH � � SEL .MEMBRAN�ASHINGMRLAPPING -.0TRUSS EXTERIOR WAs Hall HAVETHE EXT. - DOeRFR E BY 1/4 PLUMBING STACK FLASHING DETAIL 0Q -O clC N * F PROPERTY LINE FIRE cv LO IF WITHIN 5 0 R , SHEATHING RAISED OFF OF THE _ . _ BLOCK AND FIRE CAULK BETWEEN ' CONCRETE FOUNDATION AND ALIGNED011 NOT TO SCALE I a) Ln CUT WEATHER BARRIER INwAND TRUSSES TO BOTTOM OF ROOF DECK WITH THE FACE 0 THE FOUNDATION 110-4 cn ILL ABOUND JAMBS -- cn 011 F--- STONE OVE R LATH &BARRIER SET THRESHOLD IN BEDOF SEALANTU +` WOOD RAMS CONSTRUCTION Q CODE COMPLIANT WI DOW INSTALLATION METHO 41 WEATHER RESITIVE BARRIE WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. TERMINATE STONE AT BASE OF WOOD FLASHING APPLIE OYER THE FACE OF THE MOUNTING FLA STRUCTUR PER ASTM C-929 A2 2 2 NCE. j DRYWALL OR OTHER FINISH MATERIAL IF APPLICABLE 4 a 'o a 5EES 00 fu QM WATER SHEDDING FASHION, SECTION A STARTING AT THE BASE OF THROUGH WINDOW JAMB rn _ CONCRETE DRIP SCREED PER ASTM 1063-03 THE WALL WORKING TOWARDS THETOP .STALL TO. INSTALL THE WR8 M SLAB[+ TO THE FACE OF THE SFEATHING © APPLY SILL ASHING (4orb'7 BEHIND� FLMOMTMG IIS DOOR FLASHING INSTALLATION AND DETAILALT UREWRB 00-0 31NSULATION APPLY BEAD IN SEALANT 'HEAD , , 1. At BACK OF WINDOWW FLANGE TO HEAD 4 BOTH :., . SCALE: N.T.S. - JAMBS. APPLY A DISCONTINUOUS BEAD TO SEAL THE WIND FRAME TO OPENING. STONE APPLICATION D ETA L APPLY A °1b• N DIA. TO THE BACKSIDE BOTTOM FLANGE LEAVING (INTERIOR) OF t WINDOW FLANGE, M LME �' (Z) Y° GAPS. WITH ANY PRE- HOLES OR SLOTS. — — — — - - ® SET WINDOW USING PAN HEAD SCREWS TO FACILITATE , SCALE:' N.T.S. INSPECTION. e FLASHMG� GENERAL. NOTES . ®APPLY JAMB d..�:::.'^ ® JA F A$HING SEALANT BEAD BETWEEN A CONT. SEAL 70 THE MOUNTING FLANGES AT FLASHING AND MOUNTING FLANGE. 1. PARKING BUMPER IF REQUIRED) MUST BE INSTALLED BEFORE RE CO, ® APPLY BEAD OF SEALANT THE; (HEAD) AND SIDES SEAL s) Cf WINDOW '' ( Q ) O AT HEAD JAMB FLASHING INTO SEALANT AND FASTEN m II " 1 I .APPLY HEAD fLASHMG M (FLABFIING GOES OVER SEALANT) 2.518 TYPE X GYP. BOARD REQUIRED ON CEILING OF GARAGE WHERE HABITAL SPACE IS ,I ®/ REMOVE PREVIOUSLY APPLIED TAPE. ALLOWING WRB TO LAY. ABOVE PER FBC R302.6. FLAT OVER HEAD FLASHING > FLASHING APPLY NEW SHEATHING TAPE p. SEE ELEVATIONS FOR 3. HVAC PENETRATING RATED ASSEMBLIES TO COMPLY WITH FBC R302.5. OVER DIAGONAL «,T _ SEE 'PLIED GRAM 4. UNDER STAIR PROTECTION TD COMPLY WITH FBC R302.7 (IF ACCESSIBLE o< $E�uRE "'RB (E sEata'NTI. EXTERIOR FINISH MATERIAL ( ) AT HEAD OND EACH 0® /' LACE. SEE ELEVATIONS FOR T N GUARDRAIL OE EXTERIOR FINISH MATERIAL \ FLASHING AT HEAD EMENDS I" DRYWALL OR OTHER FINISH DEPENDING ON FIELD CONDITI09S, DIMENSIONS MAY VARY BUT MUST COMPLY WITH FLORIDA BUILDING ' �° JAMB FLASHLMG MATERIAL IF APPLICABLE CODES R312.1 -R312.2 FOR GUARDRAIL REQUIREMENTS AND OPENINGS.o oHEAO FLASHING SEALANT I EMBED BOTTOM OF THE HEAD*HEI HT SHALL BE 36" MIN. WHEN BALCONY OR RAISED FLOOR EXCEEDS 30p ABOVE FLOOR OR FLASHING AGAINST THE PREVIOUSLY APPLIED SEALANT (FLASHING GOES GRADE AND SHALL BE 34" ON OPEN SIDES OF STAIRS THAT EXCEED 30 FLASH OR MORE ABOVE FLOOR OR I OVER SEAEYO EXTEND HEAD a ING BEYOND EACH JAMB 'a FL ",. / ASHING. FASTEN IN PLACE. Q - < a - a 4 d ' e DEPENDING ON FIELD CONDITIOVS DIMENSIONS MAY VARY B T MUST COMPLY WITH FL 1 U ORIDA BUILDING suF GRADE. SPECIFICATIONS : . ` ► I :�, d.:a a .,. d NOTE: THIS WALL SECTION IS FOR / * OPENINGS SHALL HAVE INTER EDIATE RAILS OR CLOSURES WHICH DO NOT ALLOW PASSAGE OF r A i x d ..a '.. ,. a A AESTHETIC PURPOSES ONLY. VER FY - 11 WE O SPHERE 4 OR GREATER IN DIA�ETER. REQUIRED GUARD RAILS ON THE SIDE F' TaSHALL S 0 STAIR TREADS JAMB F © LASHING EXTENDA JAMB FLASHING TO r -< .. y. O z fV M eT•. Ln kD 4 _ a ', .. a. . — -- — — — � as _ a _ _ I_II_I I I_I I I_L a d a. ALL CONDITIONS SHOWN WITH ER Deuri.E:. GENTLY RAISE THE � /� TOP EDGE of THE sA IIP Mo TAPE THE / . ; 11 ATI NOT ALLOW SPHERE GREATER HAN 4-318 IN DIAMETER TO PASS THROUGH, CAF OF JAB, FLASH LASHING. TUCK TOP MG UNDER THE FLAP OF WRB AT THE HEAD. SEE DIAGRAM. o , / = _ = -- ---- _ _ _ _ _ _ _ABOVE I_I I I_I I I-1 I I DIRECTLY TO POINT DIRECTLY HIGHEST RISER ABOVE LOWEST RISER. HANDRAIL ENDS SHOULD / i / / / TOP= AND ,,',.:. TO Ti,E EXTERIOR } WRB SASE ABOVE. e I i I =_III_ a 4 I I 1-1 i 1=111=1 I ITI I I— =1 BUILDER.. SEE STRUCTURAL PLAN / / / INTERIOR VIEW �'' I SEALANT b 1=III: -I=111=� 4 , I=—= a _I_I11 ------till 1=1 1=111=11 I=1 11=1 I I 8 CMU; SEE STRUCTURAL a i I 1=III= 111=1 11=III=i ALLOWED TO BE INTERRUPTED3Y NEWEL POSTS. TOP LEFT CORNER OF WINDOW FOR CONNECTIONS AND TIE DOW DIA ED( HANDRAIL NOTE. - * SIZE: SHALL HAVE OUTSIDE DIAMETER BETWEEN 1-1/4"-2" IF CIRCULAR. SHALL HAVE BETWEEN 4-6" w SEE ENGINEERING PLANS FOR a ad. a = a a a° 4 LI I_i I IEEIII a- PERIMETER IF NOT CIRCULAR. INFORMATION. TAF _ '�': SNRT AND ApJ W=, TO ACHIEVE STEM WALL DETAIL 4 a < e 111= d ,.. < .a d I a a d d 11— sill pan flashmg , " flashi to be ite>able self-adhesnre type (mm. 4 wide) TYPICAL WALL SECTION CEI VG ® PLUM15, MOL caoMON. usE coRROSION - REOMMANT F FASTEN WINDOWS PER '= 2, cover sfll to at least depth of window, plus 2"onto face of wrh - < a - a 4 d ' e DEPENDING ON FIELD CONDITIOVS DIMENSIONS MAY VARY B T MUST COMPLY WITH FL 1 U ORIDA BUILDING suF ° /ri SPECIFICATIONS : d.:a a .,. d - I CODES R311.5.6 R311.5.6.3 FOR HANDRAIL HEIGHT CONTINUITY AND SIZE. / .. _ _ I_I I I_I I-1LI-1 I-1 III a II1=1I1=111=1I1=1I1=1I1=� a a * HEIGHT: MUST BE BETWEEN 3438" MEASURED VERTICALLY FROM SLOPED PLANE. gnart u � BARIE� -" T A 0 DEGREE Y CUT THE ABARR O z ,-1 fV M eT•. Ln kD . — -- — — — � as _ a _ _ I_II_I I I_I I I_L a d a. CONTINUITY. HANDRAIL MUST EE CONTINUOUS THROUGH FULL LENGTH OF FLIGHT FROM POINT ER Deuri.E:. GENTLY RAISE THE � /� TOP EDGE of THE sA IIP Mo TAPE THE / d q III III =1 1=1 I = = 1= — — — — _ _ a a I_I I_I I_I I_I I 1-1 I = _ = -- ---- _ _ _ _ _ _ _ABOVE I_I I I_I I I-1 I I DIRECTLY TO POINT DIRECTLY HIGHEST RISER ABOVE LOWEST RISER. HANDRAIL ENDS SHOULD / i / / / TOP= AND ,,',.:. TO Ti,E EXTERIOR } WRB SASE ABOVE. e I i I =_III_ a 4 I I 1-1 i 1=111=1 I ITI I I— =1 TERMINATE IN NEWEL POSTS OE SAFETY TERMINAL OR RETURN TO WALL. HANDRAILS SHALL BE / / / INTERIOR VIEW b 1=III: -I=111=� 4 , I=—= a _I_I11 ------till 1=1 1=111=11 I=1 11=1 I I 8 CMU; SEE STRUCTURAL a i I 1=III= 111=1 11=III=i ALLOWED TO BE INTERRUPTED3Y NEWEL POSTS. TOP LEFT CORNER OF WINDOW I —11=1 I I-11 I- I' * SIZE: SHALL HAVE OUTSIDE DIAMETER BETWEEN 1-1/4"-2" IF CIRCULAR. SHALL HAVE BETWEEN 4-6" w SEE ENGINEERING PLANS FOR a ad. a = a a a° 4 LI I_i I IEEIII PERIMETER IF NOT CIRCULAR. NOTES: STEM WALL DETAIL 4 a < e 111= d ,.. < .a d I a a d d 11— sill pan flashmg , " flashi to be ite>able self-adhesnre type (mm. 4 wide) TYPICAL WALL SECTION 4 a a . e a: o a a a a F " STAIR NOTE. '= 2, cover sfll to at least depth of window, plus 2"onto face of wrh 4 � o CONCRETE OTING• SEE ;.. ': � copr,�al 3. the pan shall dined water to the exterior over sill flashingDate 11-03-16 "_ �_ �� SCALE 1 0 STRUCTURAL DEPENDING ON FIELD CONDITIONS, DIMENSIONS MAY VARY BUT MUST COMPLY WITH FLORIDA BUILDING ' } —siI Scale AS SHOWN . .1 CODES R311.5.1 -R311.5.5 RISER HEIGHTS AND STAIR WIDTHS, plate 4. install flashing around remaining window unit TYPICSECTION AL WALL * 0 MORE THAN 318" DIFFERENCE BETWEEN HIGHEST AND LOWEST RISER. RISERS; 7-314 MAXIMUM WITH h 5. eatherr ve�,ertoibrmwatersheddinglaps W TREADS 10 MINIMUM DEPTH WfH NO MORE THAN 318 DIFFERENCE BETWEEN LONGEST AND SHORTEST see note #t N SILL PAN Job 1762-L (STEM WALL OPTION1 " " weather resistive FLASHING JZ) I TREAD. THE SUM OF 2 TREADS AD 1 RISER TO BE NOT LESS THAN 24 AND NOT MORE THAN 25 . earner Sheet NTS (opttona 1) 11 _* 11 VE HANDRAIL - wall sheathing SCALE: 1 V-0" WIDTH. 36 MINIMUM CLEAR WIITH ABO DRAIL AND 31 112 BELOW HANDRAIL. Ali f1r'epared by 50AP Flrst Coaat'Chapter 9-1i-2013 rs\Bill Shields\Google Drive\1-Drawings\Jax Homes\1762 Plan\2016-11-03 1762 Plan-LEFT.dwg, 11/4/201612:11:03 PM i