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950 MAIN ST - DRAWINGSIm U O r Z -' LOT 2 o 0 nth STREET O (50.0 FOOT RIGHT-OF-WAY) Q w . -� <., . -_. O _. _ _. . .. __ 00 _._.�. �. N -- . , N O� O LL.z _:194 _ 1 M ISA N 0 �G Qa . N BENCHMARK N Z z O IS � . U a �" O J NAIL BDISK Ares M E-- 8.27 TC IN WOOD POWER .� LOT 6 C ) BLOCK 184 z _ �r z Q Q POLE 8.00 G e ; . v Q > r w N 8.8 ,� - U ,,, CO ) I Z 8.30 ELEV (10.26) , . : = _: Z O 10.1 ) 0 0 _ o• Z 10 r SANITARY Ln NAVD 88 LV _ U. � w 2.39 (F.M.) cn O d.. Z . _ � , -WATER MANHOLE , P LAT _ 0 10.0 ( 10.0 ... `'`�� �� ,.,,,. C) ) WOOD FENCE O 2.O O ) ( ) U LU J METER ELEV 8.30 Lt's J 9.03 ; ►� Q ,.,. rMomms 0 10.T0 9.0 )LU w > 0 (jI 0a Z O o n Fasteners - ,jin. No. 10 Gage LU U C I "� 9 O w n Wire Or 50 Lb Plastic Zi Ties L _ r-. -� P Rotate LU M O m U Min. 3 .Per Pot. _ m I- � � TI Posts . J PROJECT #. BURS -26 J Q 0... I Q 0 Together O J 9 Z V, n o - -� O O Before J . ^ ,• J �/ �� Installation DESIGNED. Y o o KCM Q O First Second W 8.38 TC _ � � � � ) See U - U Q 10..2: � Fence Fence O C ) Fitar Fabric' L� - ote a O 8.16 G 8.44: �-- 3> ( ) 9.6 9.9 k .J 0 C C ) 4 DRAWN. ED � � G7 � � KCM Z c� as v>, I U m �W i o z � O o cn 0 U W c� .. E SCALE: AS NOTED LU UW � Z 00 Z Q PROPOSED SFR. � Second n First C O » FFE - 10.7 18 Min. Driven � Post Past Nx � LU 1--- C7 . DRIVEWAY ISSUED. 9/19/17 _o O e Post Embedment W O Z J co aQ I REVISION 1. D - � ELEVATLON J o SPLICE DETAIL PLAN VIEW LU - Q� 1p � w 9 .� w.p 8.44 TC 9.7 -� _ Q N 9,8 ) REVISION 2. Z ) 8.21 G O 6 BERM 6 BERM 8.51 � Z - _ 9.9 � ) L NOTES. UJ U VLEGEND . - LU 1. Temporary silt _b + �• t fence shall e installed prior to an grading work In the Filter Fabric. P Y P Y 9 9 C 91 � M Q N - PRE DEV. SPOT EL. .... � 10.2 � � � area to be rotected. Fence shall be-mamtalned throw hout the � . FD. 1 IRON E E z Flo S • �. a n Of - ctio construction period and removed In conjunction with the final grading F . � w '- � _--Dire P J 9 9 .. O .9 .. c� _ N 0 `I . D. 9 • PL s v� 0 2.0 0 A T � POST DEV. GRADES L and site stabilization. z (a. - • � .__ � Ground ,, • Z N I- w turbed ,,, Un _ 2. Filter fabric shall meet the requirements specification 3 �- � _ � a e ents of material -s eaflcat o 592 - q P 102.6.E F sF Q . M . SILT FENCE. .. k Geotextlle Table 1 or 2 Class l with equivalent opening size of at leasf / o _ : . SAT OF POST DEV. FLOW PTH. O , ... � 30 for nonwoven and 5.0 for woven. . <v, J .< A N J w LOT _ . 3. Fence osts shall be either wood ost with a mmlmum cross sectional ��` .ORS . % Z P P , s ..... c� % , .z S � . i O O O area of 1.5 X 15 or a stands d steel post. ` � NA1. 0 1. CONTRACTOR SHALL INSTALL AND `MAINTA N r p_ ,, Zz I- r KEVIN' C NI` LU AIN PE #80359 ,, SILT FENCE AS SHOWN IN DETAIL PROVIDED. 4. When splices are necessary ' make splice at post according to splice LU w P Y P P 9 P LU c 6 �th � o I Z DRAINAGE PLAN TP DRA G 0�Z!:= , LU SCALE: 1 = 10RIGHT-OF-WAY) 0.0 FOOT 5 N ( PZ a :�iz w 00 AREA TABULATIONS LOT AREA: 5,114 SF BUILDING: 2,032 SF DRIVEWAYS/WALKWAYS: 363 SF TOTAL IMP: 2,395 SF (47) Min detail. Place the end post of the second fence inside the end post of 2. CONTRACTOR SHALL- INSTALL GUTTERS FOR ROOF the first fence. Rotate both posts together at least 180 degrees to SHEET RUNOFF COLLECTION. GUTTERS SHALL BE FABRIC ANCHOR DETAIL ;' create a tight seal with the fabric material. Cut the fabric near the CONNECTED TO STORMWATER RESERVOIR. 1 bottom of the posts to accommodate the 6 inch flap. Then drive: both Posts and bury the flap. Compact backfill well C-1 U 000 Im U O r Z -' LOT 2 o 0 nth STREET O (50.0 FOOT RIGHT-OF-WAY) Q w . -� <., . -_. O _. _ _. . .. __ 00 _._.�. �. N -- . , N O� O LL.z _:194 _ 1 M ISA N 0 �G Qa . N BENCHMARK N Z z O IS � . U a �" O J NAIL BDISK Ares M E-- 8.27 TC IN WOOD POWER .� LOT 6 C ) BLOCK 184 z _ �r z Q Q POLE 8.00 G e ; . v Q > r w N 8.8 ,� - U ,,, CO ) I Z 8.30 ELEV (10.26) , . : = _: Z O 10.1 ) 0 0 _ o• Z 10 r SANITARY Ln NAVD 88 LV _ U. � w 2.39 (F.M.) cn O d.. Z . _ � , -WATER MANHOLE , P LAT _ 0 10.0 ( 10.0 ... `'`�� �� ,.,,,. C) ) WOOD FENCE O 2.O O ) ( ) U LU J METER ELEV 8.30 Lt's J 9.03 ; ►� Q ,.,. rMomms 0 10.T0 9.0 )LU w > 0 (jI 0a Z O o n Fasteners - ,jin. No. 10 Gage LU U C I "� 9 O w n Wire Or 50 Lb Plastic Zi Ties L _ r-. -� P Rotate LU M O m U Min. 3 .Per Pot. _ m I- � � TI Posts . J PROJECT #. BURS -26 J Q 0... I Q 0 Together O J 9 Z V, n o - -� O O Before J . ^ ,• J �/ �� Installation DESIGNED. Y o o KCM Q O First Second W 8.38 TC _ � � � � ) See U - U Q 10..2: � Fence Fence O C ) Fitar Fabric' L� - ote a O 8.16 G 8.44: �-- 3> ( ) 9.6 9.9 k .J 0 C C ) 4 DRAWN. ED � � G7 � � KCM Z c� as v>, I U m �W i o z � O o cn 0 U W c� .. E SCALE: AS NOTED LU UW � Z 00 Z Q PROPOSED SFR. � Second n First C O » FFE - 10.7 18 Min. Driven � Post Past Nx � LU 1--- C7 . DRIVEWAY ISSUED. 9/19/17 _o O e Post Embedment W O Z J co aQ I REVISION 1. D - � ELEVATLON J o SPLICE DETAIL PLAN VIEW LU - Q� 1p � w 9 .� w.p 8.44 TC 9.7 -� _ Q N 9,8 ) REVISION 2. Z ) 8.21 G O 6 BERM 6 BERM 8.51 � Z - _ 9.9 � ) L NOTES. UJ U VLEGEND . - LU 1. Temporary silt _b + �• t fence shall e installed prior to an grading work In the Filter Fabric. P Y P Y 9 9 C 91 � M Q N - PRE DEV. SPOT EL. .... � 10.2 � � � area to be rotected. Fence shall be-mamtalned throw hout the � . FD. 1 IRON E E z Flo S • �. a n Of - ctio construction period and removed In conjunction with the final grading F . � w '- � _--Dire P J 9 9 .. O .9 .. c� _ N 0 `I . D. 9 • PL s v� 0 2.0 0 A T � POST DEV. GRADES L and site stabilization. z (a. - • � .__ � Ground ,, • Z N I- w turbed ,,, Un _ 2. Filter fabric shall meet the requirements specification 3 �- � _ � a e ents of material -s eaflcat o 592 - q P 102.6.E F sF Q . M . SILT FENCE. .. k Geotextlle Table 1 or 2 Class l with equivalent opening size of at leasf / o _ : . SAT OF POST DEV. FLOW PTH. O , ... � 30 for nonwoven and 5.0 for woven. . <v, J .< A N J w LOT _ . 3. Fence osts shall be either wood ost with a mmlmum cross sectional ��` .ORS . % Z P P , s ..... c� % , .z S � . i O O O area of 1.5 X 15 or a stands d steel post. ` � NA1. 0 1. CONTRACTOR SHALL INSTALL AND `MAINTA N r p_ ,, Zz I- r KEVIN' C NI` LU AIN PE #80359 ,, SILT FENCE AS SHOWN IN DETAIL PROVIDED. 4. When splices are necessary ' make splice at post according to splice LU w P Y P P 9 P LU c 6 �th � o I Z DRAINAGE PLAN TP DRA G 0�Z!:= , LU SCALE: 1 = 10RIGHT-OF-WAY) 0.0 FOOT 5 N ( PZ a :�iz w 00 AREA TABULATIONS LOT AREA: 5,114 SF BUILDING: 2,032 SF DRIVEWAYS/WALKWAYS: 363 SF TOTAL IMP: 2,395 SF (47) Min detail. Place the end post of the second fence inside the end post of 2. CONTRACTOR SHALL- INSTALL GUTTERS FOR ROOF the first fence. Rotate both posts together at least 180 degrees to SHEET RUNOFF COLLECTION. GUTTERS SHALL BE FABRIC ANCHOR DETAIL ;' create a tight seal with the fabric material. Cut the fabric near the CONNECTED TO STORMWATER RESERVOIR. 1 bottom of the posts to accommodate the 6 inch flap. Then drive: both Posts and bury the flap. Compact backfill well C-1 F_ U III De cz 0 W z 3 O O z 5-41" Z O 12'-2 Lu z a 0 YW.I.C. ---- CH=9'-o" °° LANAI O -� j' o CH=9'-4" o Y: to vi Z_ N R&S Z n ` MASTER 4 Lu Q HOWER wl BEDRO M 0 M Lu J ( CH=9'-O" / 10'-0° I 2668 I 1 M ui N o CH=8'-0" I I 8068 S.G.D. Z Lo Lu a 0 YW.I.C. ---- CH=9'-o" °° LANAI Lu -� j' o CH=9'-4" o Y: to vi Z_ N R&S n ` MASTER 4 Q HOWER wl BEDRO M 0 M Lu J ( CH=9'-O" / 10'-0° I 2668 I 1 M ui N o CH=8'-0" I I 8068 S.G.D. Lo v%p O 4, "_ ,1" 11n a 0 � a J A2 BATH 2668 o I g _ O CH=9'—O" m o10 to _Z 00 co I a O co I p N0000 M co O :I'.. %,. W W z 2668 GREAT ROOM Lu ; in VAULTED 1' M ROOF PITCH PER ELEVATIONS AND ROOF PLAN PRE-ENGINEERINGTRUSSES @ 24" O.C. 0 Ln (MAX) W/ SIGNED & SEALED CALLS. BY A �, r� FLORIDA REGESTERED ENGINEER uo M CH=9'-0" r'" ARC. ASPHALT SHINGLES OVER 30# FELT a 00 12 w Z ON 7/16" O.S.B. SHEATHING RATED 16/24 R-30 INSUL. MIN. SEE ENERGY 0 HURRICANE TIE @ EA. TRUSS PER 13'-4" 5'-5j" 15'—h OZ" FORMS FOR INSULATION SPECS. U FRAMING/TRUSS PLAN 0 15-6j" 5-6j° 2'-3200 " BATH 2 LuZ r- MTL DRIP EDGE CH=9'-0" N 9'-1-1/8" PLATE HT. FASCIA BOARD 068 BF 3 m o I ccn VENTED VINYL ALUMINUM SOFIT •—iN 2x BLKG @GABLE R&S OSET z O- rR&S ,o ENDS cl- d �:, w I CLOSET z ca°o`b DINING O a DBL. 2x4 TOP PLATE I VAULTED P�V/4068 a, `Ln %• HEADER PER a of F- BF 2668 FRAMING PLAN Q Lo 1 WINDOW UNIT AS PER co LL; 1 co ELEVATIONS AND FLOOR PLAN OF— N Wm HB — WINDOWSILL PER BUILDERS 00 SPEC. CAULKED 6,�WINDOW Q2x4 BEDROOM- 3 '— O R-13 BATT INSULATION MIN._ - O Z SEE ENERGY FORMS FOR INSULATION _ CH=9—O9 1I'GYPSUM WB 0 Z� SPECS. F7 — —, SINK Q %- KITCHEN W D CH=9'-0" O q 2x4@16"O.C. z Z Q 7/16" O.S.B. SHEATHING N 00 QEXTERIOR FINISH PER ELEVATIONS. O N CL w Z AHU Z 13'-4" 5-5" - C, L, I O Q V).T. SOLE PLATE 2x4 PLu 3068 0'-0" FIN. FLR. Z -, O SEE FOUNDATION PLAN FOR ALL FOOTING . � W w DETAILS. THIS IS FOR ILLUSTRATION ONLY AND MAY NOT REFLECT THE ACTUAL '. ' :• :://�/\ Z NOTE: �_� 2,� I. P�C' �f p FOUNDATION SYSTEM. 1/2" THREADED ROD 1. DOOR FROM GARAGE TO i �Q o ® 48 O.C. MAX. TYP. HOME INTERIOR TO HAVE co o�w .. ALL CORNERS U, Wo SELF CLOSING DEVICE 00 O Q TYP. EXT. WINDOW FRAME WALL SECTION C) U 1 �2"=1'—O» III 2 MIN. 22X30 OPENING (20 MIN. RATED DOOR) Lu U m J N >- • a • 20. F- J OQ o ZN az p a 10 N _jw Q0 1 uj I M 2-3040 SH =v V) Q • d Of J a CL Lu '- UZ N GARAGE2'-0" 6'-8" 6'-11" z0 0(-) HB CH=9'-4" 4' 0" 9'-0" 2'-7" !� U di 01 OQ 1�i_ wx 0 CL CH=9'-4" Q Z CL- uu Q Ca Z Z _ O _ 34 8n O onnno 21 —9 12 11 � ( V 16'-41- H 9'-6j' 4'-11' 7'-11 " Y Q 4"X4"POST - 2-3020 SH" w/ WRAP , SILL HT. 5-6 0 _QQ ,.J (] Q W W W F-- ¢N iz O zU W Lu _w —� 3(/) .Z 1 6 (D ZN 3 Lu a�_ J W J W Z Z_z W LU W W = z F— c� _ Z� Lu3 Z� Z �o <z W REVISION-]: 10/11/17 K REV ISION 2. " 1" 15'-7" 34'-8" S. F. D A: HEATED: 470 SF GARAGE: 380 SF FLOOR PLAN PORCH 85 SF KEVIN C. MARTIN PE #80359 1 /4pp 1 - Opp LANAI. 97 SF TOTAL:03 �, 2 SF SHEET A-2 a YW.I.C. ---- CH=9'-o" °° LANAI -� j' o CH=9'-4" o Y: to N R&S n ` MASTER 4 HOWER wl BEDRO M M ( CH=9'-O" / 10'-0° I 2668 I 1 M ui N o CH=8'-0" I I 8068 S.G.D. Lo v%p 4, "_ ,1" 11n a 0 � a A2 BATH 2668 o I g _ O CH=9'—O" m o10 to a 00 co I a O co I p N0000 M co O :I'.. %,. • co to to N 2668 GREAT ROOM in VAULTED 1' M Ln BEDROOM 2 TUB DOWN I DOWN �, r� uo M CH=9'-0" r'" a 00 .- 13'-4" 5'-5j" 15'—h OZ" 0 15-6j" 5-6j° 2'-3200 " BATH 2 r- CH=9'-0" N 068 BF m o I ccn •—iN R&S OSET z O- rR&S ,o d �:, w I CLOSET z ca°o`b DINING — a I VAULTED P�V/4068 a, `Ln %• BF 2668 Lo 1 1 co MI HB BEDROOM- 3 '— O rD M Q:. DW ,�, C> _ CH=9—O9 F7 — —, SINK %- KITCHEN W D CH=9'-0" O q Q N 00 COMP.' i O N AHU Z 13'-4" 5-5" - C, L, I 3068 . � W NOTE: �_� 2,� I. P�C' �f 1/2" THREADED ROD 1. DOOR FROM GARAGE TO i ® 48 O.C. MAX. TYP. HOME INTERIOR TO HAVE co ALL CORNERS AND SELF CLOSING DEVICE 00 EA SIDE OF WALL OPENINGS ATTIC ACCESS 2. DOOR TO BE 3068 CLASS "C" M 2068 P.D. MIN. 22X30 OPENING (20 MIN. RATED DOOR) N >- • a • 20. o az p a 10 N 1 uj I M 2-3040 SH • d Of J a N GARAGE2'-0" 6'-8" 6'-11" HB CH=9'-4" 4' 0" 9'-0" 2'-7" !� 01 PORCH CH=9'-4" Q 4" X 4" POST w/ WRAP - a C: ' 16' X 7' OHD 4'-4" 11'-3" 70, . . _QQ ,.J (] Q W W W F-- ¢N iz O zU W Lu _w —� 3(/) .Z 1 6 (D ZN 3 Lu a�_ J W J W Z Z_z W LU W W = z F— c� _ Z� Lu3 Z� Z �o <z W REVISION-]: 10/11/17 K REV ISION 2. " 1" 15'-7" 34'-8" S. F. D A: HEATED: 470 SF GARAGE: 380 SF FLOOR PLAN PORCH 85 SF KEVIN C. MARTIN PE #80359 1 /4pp 1 - Opp LANAI. 97 SF TOTAL:03 �, 2 SF SHEET A-2 a, - p Lu ¢ O Z O p "- � - COMMUNITY DEVELOPMENT EVELO ry PMENt W W Z n APPROVED D z W f- U Q, VENTILATION LA ON CALCUtAT10NS D LL Q � W O Z �U O J 0 Z�W m U f 11 Z t 1 O 00 7.55 X 144 = 1,087.2 SQIN r 1,087.2 X 0.5(50%) = 543.6 SQIN NET FREE ROOF VENT REQ'D 3 d 1,087.2 X 0.5(50%) = 543.6 SQIN NET FREE SOFFIT VENT REQ'D F— a' Lu UPPER ROOF VENT SPECS: r V � w 4'-0" VENT PROVIDES 144 SQIN NET FREE SPACE1.0 0!:=6'-0" VENT PROVIDES 216 SQIN NET FREE SPACE N Ln WLn m 8'-0" VENT PROVIDES 288 SQIN NET FREE -SPACE cq N 00 Z UPPER ROOF VENT REQUIREMENTS: V N Q z � Q O ` (0) 4-0 VENT @ 144 SQIN_ 0 Z>VENT N(Yi O� Z 3 On @ 216 S IN._00 6'- ° �. LA N 0 z „ 2 8 0 VENT @ 28$ SQIN 576 ti O Q --j m d' O a _ _ TOTAL _ 76 SQIN NET FREE AREA PROVIDED 54 2 5 Q R 3. SQIN REQUIRED 37'-4" O SOFFIT VENTS REQUIREMENTS: V W O - _ LIN. FT OF SOFFIT AVAILABLE -200 ,_M LLi N I� Q p CL _ = AIR FLOW PER LIN. FT. 5.89 SQIN - SOFFIT Q O a O z_ TOTAL 1 178 NET FREE AREA .PROVIDED O 543.6 SQIN REQUIRED ( Q v -d' oG U V - O O O _ = N. Z LLZ .. L.L.1 O tla 3 w VENTILATION REQUIREMENTS $HALL BE IN ACCORDANCE W (/1 Z� SECTION R806.1 OF THE 2014 RESIDENTIAL FLORIDA BUILDING CODE. d' WJ J.. U � a L l V d" Q pr _o w CSG' N n ry CL CL u, M �r w > O �' ■ ■ C) ■■'■■ x Z Oa Z ' p' wU O • _ PROJECT #. BURS -26 Lu caU H J t i Oa Z Z = i Lu 1 4 DESIGNED.. KCM U DRAWN: .KCM CL� Lu U z p p) ou di SCALE. AS NOTED z a a, - p Lu ¢ O Z O p "- � - COMMUNITY DEVELOPMENT EVELO ry PMENt W W Z n APPROVED D z W z _ ¢ NOTE. 0 Z_ Q THE ABOVE ROOF DATA DOES N T INCLUDE ROOF 0 2 o Oz Z PITCH FACTORS &CONSTRUCTION WASTE. J O W J Z o Z m Lu> Q, VENTILATION LA ON CALCUtAT10NS D LL � W O Z �U J ATTIC SPACE _ 2,265 SQFT Z�W m LL f 11 Z t 1 z _ ¢ NOTE. 0 Z_ Q THE ABOVE ROOF DATA DOES N T INCLUDE ROOF 0 2 o Oz Z PITCH FACTORS &CONSTRUCTION WASTE. J O W J Z o Z m Lu> Q, VENTILATION LA ON CALCUtAT10NS O VENTILATION REQUIRED: ATTIC SPACE _ 2,265 SQFT 2,265 / 300 = 7.55 SQFT O 00 7.55 X 144 = 1,087.2 SQIN 1,087.2 X 0.5(50%) = 543.6 SQIN NET FREE ROOF VENT REQ'D 3 d 1,087.2 X 0.5(50%) = 543.6 SQIN NET FREE SOFFIT VENT REQ'D F— a' N UPPER ROOF VENT SPECS: r V � w 4'-0" VENT PROVIDES 144 SQIN NET FREE SPACE1.0 0!:=6'-0" VENT PROVIDES 216 SQIN NET FREE SPACE N WLn m 8'-0" VENT PROVIDES 288 SQIN NET FREE -SPACE cq N 00 UPPER ROOF VENT REQUIREMENTS: V N Q � Q O ` (0) 4-0 VENT @ 144 SQIN_ 0 Z>VENT N(Yi O� Z @ 216 S IN._00 6'- ° �. LA N O Z „ 2 8 0 VENT @ 28$ SQIN 576 ti O Q --j m d' O a _ _ TOTAL _ 76 SQIN NET FREE AREA PROVIDED 54 2 5 Q R 3. SQIN REQUIRED LL ; N Z Z _ SOFFIT VENTS REQUIREMENTS: V W O - _ LIN. FT OF SOFFIT AVAILABLE -200 ,_M LLi N I� Q p CL _ = AIR FLOW PER LIN. FT. 5.89 SQIN - SOFFIT Q O a TOTAL 1 178 NET FREE AREA .PROVIDED O 543.6 SQIN REQUIRED ( Q v -d' N Luz J V - O O O _ = N. Z .. L.L.1 O tla 3 w VENTILATION REQUIREMENTS $HALL BE IN ACCORDANCE W (/1 Z� SECTION R806.1 OF THE 2014 RESIDENTIAL FLORIDA BUILDING CODE. d' WJ J.. U � a L l V d" Q pr _o w CSG' N n ry CL CL u, M �r w > �' ■ ■ C) ■■'■■ x Z Oa p' wU • _ PROJECT #. BURS -26 Lu caU H J t i Oa Z = i ¢ O 1 4 DESIGNED.. KCM U DRAWN: .KCM CL� Lu U z z O ou di SCALE. AS NOTED z a O �X 0O o ISSUED. 9/19/17 p� z� a a p10/11/17 REVISION -1: Lu - Lu wp ~N 1 a REVISION 2. z O zU Lu Lu ryE 3V) 21-9 15-7 c/) Z V O - 37'-4" z N -z 3w a p C) (j� (j J W s J W Z ,n ROOF PLAN W w KEVIN C. MARTIN, PE #80359 ui LU Z 1/400 = 1 —0 0 = SHEET w 3 Z V) �O a- A-3 :22 r,LU o_ N U w ry O` U w Lu ELECTRICAUMECHANICAL NOTES _Z O 1. ALL ELECTRICAL WIRING TO BE IN ACCORDANCE WITH 2014 FLORIDA BUILDING CODE, 5TH EDITION AND 2011 NATIONAL ELECTRIC CODE (NEC) O z 2. ALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS SHALL BE IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE, 2014 z O N 3.. ELECTRICAL CONTRACTOR SHALL PROVIDE ARC -FAULT CIRCUIT INTERRUPTERS IN LIVING, O DINING, HALLWAYS, AND BEDROOMS PER 2014 FBC R3902.12 z i 4. ALL OUTDOOR RECEPTACLES SHALL BE PROTECTED FROM MOISTURE PER 2014 FBC R3905.11 0 4 z w5. ALL PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL COMPLY WITH THE MINIMUM REQUIREMENTS PER FBC—ENERGY CONSERVATION R404. L Lu 6. ALL DUCT SIZING SHALL BE IN ACCORDANCE W/ ACCA MANUAL "D". PROVIDE DUCT TESING c� IN ACCORDANCE W/ ASHRAE STANDARD 152. z o7. ALL DUCTS & AIR HANDLERS NOT LOCATED IN CONDITIONED SPACE SHALL BE TESTED TO BE Lu SUBSTANTIALLY LEAK FREE. J Q U 8. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE O DWELLING FROM THE GARAGE SHALL BE INSTALLED ACCORDING TO FBC R302.5.2 z \ 0 \ 0 c.S J von V Z W uj j ELECTRICAL CONTRACTOR SHALL PROVIDE ARC -FAULT CIRCUIT INTERRUPTERS IN ALL BRANCH CIRCUITS THAT SUPPLY 120 -VOLT, SINGLE PHASE, 15 & 20 AMP OUTLETS IN LIVING ROOMS, DINING w z ROOMS, HALLWAYS, AND BEDROOMS PER 2014 FBC R3902.12 O z Lu Z _O 00 U' z Lu cz3 O CL O Q c W Ow coN 0 �Q LL -OZ �p z� ¢o z F_0 Q cwl °N aQ J LuZ 0 Z WW Z< C) W J 1 \ /\.J �/ <.. 0wp CL LLJ. W w 0 Cie Z OQ 0 W U Lu U —m J OQ Z . _. J � =.O ' H Q ~" W U Z Z 0 W ELECTRICAL LEGEND Z� Q "'x DUPLEX CONVENIENCE OUTLET AFCI Eo EXHAUST FAN / LIGHT ' oO (9 WEATHERPROOF DUPLEX OUTLAT GFCI DOUBLE FLOOD LIGHTS z CL Q Q HALF -SWITCHED DUPLEX OUTLET ►- TELEPHONE JACK g LU cz 220 VOLT SERVICE CONNECTION CABLE TELEVISION JACK czw $ LIGHT SWITCHCOMBINATION SMOKE DETECTOR � z $2 3—WAY SWITCH Oc, CARBON MONOXIDE DETECTOR Z OU CEILING LIGHT 1 WALL MOUNTED LIGHT Lu ry O THERMOSTAT 30c RECESSED LIGHT Z 1�3 ELECTRICAL SERVICE ENTRANCE vi z N z CEILING FAN PENDANT LIGHT QLu` :�i_.- P UNDERCOUNTER LIGHT—� FLOURESCENT LIGHT W 0 (])EFEXHAUST FAN d w J W J Z DISPOSAL 0 � zz �w NOTES: 4s W w z �- 1. 100% PERCENT OF PERMANENTLY INSTALLED INTERIOR 0 z t= AND EXTERIOR FIXTURES SHALL USE CFL/LED LAMPS. w?� Z cn f— Z Q N Z r� w 00 I Lu W Z Z LU LU C C)NSTRUCTION PLAN,S3 z O z LU OFU w O U r LU I 2� SINGLE FAMILY HOME 3 O i; O i z I Z 0 950 MAIN STREET_ Z _O N Z W a W a. I ATL NTIC BEACH FL 32233 W V)Z 3 LL1 GENERAL RAL N OTES TS CONCRETE NOTES _ BUILDING STRUCTURE INFORMATION 0 z { CONFORMANCE WITH ALL REQUIREMENTS OF ENGINEER THAT THIS WORK BE IN CON Q NTENT OF THE EN N IT IS THE I FOR ; 1 CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STENGTH OF 3000PSI AT 28 DAYS 0 1.ALLCN OCCUPANCY. AND OCC P 1 470 S.F. o F CONSTRUCTION CONDITIONED SPACE: . � OVER THIS TYPE 0 HAVING JURISDICTION 0 THE BUILDING AUTHORITIES HA AMS AND COLUMNS. SLABS AND FOOTINGS. PROVIDE 3500PSI AT 2 DAYS FOR CONCRETE BE f JACKSONVILLE INTERNATIONAL •:. p o ONS. •• F AIRPORT CONTRACTOR SHALL DO THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE CODES AND REGULATIONS. UNCONDITIONED SPACE: S. . Z 102 D(/VAL N - 4 CONSTRUCTION ...................56 . O � TYPE OF LION TERRELL RD 4 ACED IN THE CENTER OF THE SLAB. THE USE 0 F LU 2. ALL SLABS SHOULD HAVE A MIN OF 6X6 PL _ LU - . _ o 95 P OCCUPANCY....................................R 3 E P Z OAD NE __NT OF WWM. o q N - DITIONS AND DIMENSIONS AT THE JOBSITE PRIOR TO FIRBERMESH SHALL BE ALLOWED IN .REPLACEM s >• 2. THE CONTRACTOR SHALL VERIFY ALL CON `,_ QJ. O!1`P Y RD 295. 17 UN RO RD °,. 0 FIRE SPRINKLERS: ...........................NO 5 5 z DRAWINGS AND EXISTINGZ COMMENCING WORK. CONTRACTOR SHALL REPORT ALL DISCREPANCIES THE COMMENC N t ,�P Rono a �' o � F STP F 'MAX HEIGHT OF STRUCTURE D N AVE. R ALL REINFORCING STEEL SHALL BE NEW BILLET DEFORMED STEEL WITH MINIMUM GRADE 60 AND N r F CONDITION TO THE ENGINEER PRIOR TO COMMENCING WORK. 3 E P Ayf � - <p � 22 AVE d T THE APPLICA LE ASTM STANDARDS UNLESS NOTED OTHERWISE. Z e a BDSCN IDENTIFIED IN "ACCORDANCE WITH E .. C CC - R R < TROUT RI E z 'f" VER H G CATS AND BUILD IN THE WORK ALL INSERTS ANCHORS ANGLES 115 P s CONTRACTOR SHALL SUPPLY LO � - NTRA ,. qa p .,. BLVD w O HECK 105 3• CO f n GARDEN O 0 use � _ 4. ALL STEEL REINFORCEMENT LAPS SHALL BE A MINIMUM OF 36 BAR DIAMETERS OR 24 WHICHEVER IS o I DEPRESSIONS AND PITCHES AS MAY BE REQUIRED TO ., _ _� t o OPENINGS SLEEVES HANGARS SLAB , PLATES , � 0 PLATES, n ` uSGo 0 ,95 " RI salt 'P h Blount 1. U h �S LL LAPPED A MIN. OF 30 . t. RNER REINFORCEMENT SHALL BE E GREATER. CO ATTACHE AND ACCOMMODATE OTHER WORK.. STRUCTURAL DESIGN CRITERIA N EDENFIE LU O O 1ds2 RD R/Vel ... PRITCHARD 17 FORT O v Ams Z+ F G k -t ACCORDANCE WITH ASTM C90 WITH MINIMUM NET AREA , O O N z ' 5. 'CONCRETE MASONRY UNITS SHALL BE IN a S INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE .ENGINEER AND MAY NOT 4. THESE DOCUMENTS, A , _:; s f Whdehouse o � 20 T ut m � CAROLINE RD o . _:. _ 1. DESIGN LIVE AND DEAD LOADS: Field K .... _ O G 1 itc P MER ILL R J� U OF THE ENGINES . COMPRESSIVE STRENGTH OF 1900 P.S.I. (F'in 1500 PSI (U.S. 295 ,,, Y a N O BE USED OR REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENTA ( ) .. a o T m 23 95 I z FLOORS: LL = 40 PSF DL = 15 PSF p = CDMMDN lL - - ¢ 1 O WFACTy > j 6 y 2 x Craig Mun. STAIRS. LL 40 PSF DL 15 PSF P R E u 99 ,99 ARLINGTON 1 WITH ASTM 11270• B EXPRESSWAY 6. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WI w � 9 �m •�.[/ � $ TAILS AND SECTIONS SHOWN ON THESE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE _ _ � R ST 5. ALL DE DECK. LL 50 PSF DL 15 PSF BEA�E ,a ,9 EXCEPT WHERE A DIFF RENT 9 WHERE IN THE WORK E 9 N CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSE n ROOF. PER TRUSS MANUF. OR O Y5T r m 7. REINFORCEMENT SHALL HAVE A MIN. CONCRETE COVER OF 3 FOR CONCRETE PERMANENTLY EXPOSED AL SPRANG _ LL = 20 PSF DL = 15 PSF SHINGLE 5 RD X T= SITE DETAIL IS SHOWN. O � �4 n n 99 - .,O y u 9A m N . In om (South Campua)e - TO EARTH 2 FOR CONCRETED EXPOSED TO EARTH AND WEATHER 1.5 FOR CONCRETE NOT EXPOSED TO WEATHER, LL = 20 PSF DL = 25 PSF TILE - �'+.. �..- �oy 9 ¢ O � 10.5 BEACH :.. 99 BLVD WEATHER OR EARTH. RMS VE ,3 o .. _ Q Ho o E - ::... tiSC. Nerlon SP > FOUNDATIONS ARE DESIGNED FOR _,,, ;;,., g J O = Univers o, SOIL CONDITION INFORMATION IS NOT AVAILABLE. . SUBSURFACE .:`. ,. ',., Airyort p 40p SON 2 (n ��. �0� h m .North FIOlWa �. 6 m _ . C NDTIONS ASC W _ 2. WIND LOADING 0 E F .. TO TH n 1 _ 3 ONS PORT ANY DIFFERING CONDITIONS r CAPACITY. ' CONTRACTOR SHALL RE R I,Y BEARING C � NNE SOIL BE �- � EXP SSW V 2 000 PSF A R - .. TLE N � g U 8. FILL FOR FLOOR SLABS SHALL BE PLACED IN 12 LAYERS 6 LAYERS FOR FOUNDATIONS) AND B ( ) _ O m E ..... ULTIMATE WIND SPEED 3 SEC. GUSTS 130 MPH - MMEN TNG WORK. R PRIOR TO CO C ENGINES - ,,r „ ST , 3rd N PER ASTM D 1557. S COMPACTED TO A MINIMUM OF 95� OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY ,... ` r m. _ Y II - NAS. DING RISK CATEGORY , _ BUIL 0 ' : 295 ...:.: ._,.: C.F.GC :: 95 _.x DELETERIOUS MATERIALS. IC OR OTHER DELETER OU ALL FILL MATERIALS SHALL BE CLEAN AND FR _E OF ORGAN E 118th _. Ll_ J WIND IMPORTANCE CATEGORY 1.0 m y - 'F 4i .Jacksonville ,a�r;�..�t1t Jacksonville Cie.:... , _. Geal FSI C7 -t I FIRE AND HANDICAP n n K EA O INCORPORATE ALL NECESSARY LOCAL/STATE/FEDERAL BUILD , 7. CONTRACTOR WILL INCOR._ : - N �I:A� a� o Naval BL D oEXPOSURE CATEGORY C tw b g = 21 Au Station ... '.c ,, r SUNBEAM u, 12 TO THE DESIGN AND BASE PROPOSAL FOR A COMPLETE TURN.., #(EY PROJECT. CODES IN $ o L/N BUILDING CATEGORY CLOSED � SCALE OFMILES q DUVAL CO 13 I FRAMING NATES e , :' ,.. L.:.,, a.�, CLAY CO - TION WITH ALL TRASH AND DEBRIS T HA snTURNEDVER� Tt0 OWNER IN A CLEAN CONDI 17 y z 8. PROJECT, S _, LL���, 3. COMPONENTS AND CLADDING Orange Park , ... ALL HORIZONTAL SURFACES 295 t 'TO WS AND CLASS CLEAN, ALL FLOORS CLEAN, L SITE. ALL WINDOWS , FROM t 0 TI ANCHORS, TIES, STRAPS ETC. SHOWN ON THE PLANS SHALL BE SIMPSON STRONG E Z REMOVED 1. ALL FRAMING. ANC 0 S, E , � GREEN o ST AUGUSTINE Z m KINGS LEY S CLEAN AND I N GOOD WORKING ORDER. O AND TOILET FIXTURE G CLEANED AND ALL PLUMBING N ND 0 A CAPACITIES ARE _ 5 DUSTED A PRODUCTS. OTHER PRODUCTS ARE ACCEPTAB PROVIDED EQUAL R GREATER ALLOWABLE C V-130MPH EXPOSURE C ACHIEVED: CONTACT ENGINEER OF RECORD IF APACITIES ARE NOT ACHIEVABLE. 0 9. CONTRACTOR SHALL HAUL ALL .RUBBISH FROM SITE ON A REGULAR BASIS. DO NOT ALLOW TO `� ACCUMULATE. 2. ALL WOOD MEMBERS EXPOSED TO CONCRE , MASONRY, WEATHER, OR EARTH SHALL BE PRESSURE TREATED LUMBER. ALL NAILS DIRECTLY EXPOSED TO WEATHER SHALL BE GALVANIZED. Z 10. CONTRACTOR TO OBTAIN ALL PERMITS, PAY ALL FEES AND TAXES. 0 3. ALL HEADERS/BEAMS SHOULD BEAR FULLY ON POSTS AND/OR MULTI STUD GROUPS UNLESS NOTED t ONS INDICATED ON THE DRAWINGS IN REFERENCE TO EXISTING CONDITI 11. DIMENSIONS ONS ARE THE BEST OTHERWISE ON PLANS. o AVAILABLE DATE OBTAINABLE, BUT ARE NOT GUARANTEED. BEFORE PROCEEDING WITH ANY WORK DEPENDENT ON THE DATA TA INVOLVED THE CONTRACTOR SHALL FIELD CHECK AND VERIFY ALL DIMENSIONS, 4. ALL HEADERS, BEAMS, AND PLATES SHALL BE No. 2 SYP. UNLESS -NOTED OTHERWISE. LU De GRADES LINES LEVELS OR'OTHER C ONDITIMIQ OF LIMITATIONS AT THE SITE TO AVOID CONSTRUCTION SIZE INTERIOR ZONE (4) END ZONE (5) 10 1 39.3 -42.6 39.2 -52.5 20 37.4 -40.8 37.4 -49.0 50 35.1 -38.4 35.1 -44.2 100 33.4 -36.6 33.4 -40.8 500 29.3 -32.5 29.3 -32.5 f f ,. TORS PRIOR TO CONSTRUCTED WITH No. 2 SYP. o OF HIS SUBCONTRACTORS ROOF/CONVENTIONAL FRAMING SHALL' E CONSTRU IS PERFORMED BY THE CONTRACTOR OR ANY 5. ALL .ROOF CONVE a ERRORS. IF ANY WORK / w AT RESULTANT EXTRA COST FOR ADJUSTMENT T OR WORK AS ADEQUATE VERIFICATION OF APPLICABLE DATA,. 1 A Q CONTRACTOR WITHOUT ED BY THE CO WITHOUT OPENINGS SHALL BE CONSIDERED`SHEARWALL SEGMENTS. REQUIRED TO CONFORM TO EXISTING LIMITATIONS, SHALL BE ASSUMED 6. ALL EXTERIOR WALLS E w SHEET NO. - DO REIMBURSEMENT OR COMPENS A110N BY THE OWNERTI TL SITE -1 0 A-1 7. ALL NAILS SHALL BE COMMON SIZE NAILS, t UNLESS NOTED OTHERWISE ON THE PLANS. A-2 L PLAN FLOOR ¢ 12. A DESIGNATED LOCATION FOR STORAGE OF CONSTRUCTION AND EQUIPMENT SHALL BE MATERIAL Q A-4 ELASHIN PLAN - ELECTRICAL PLAN S-1 DETERMINED D BY THE OWNER AND IDENTIFIED AT THE. PRE CO NSTR UCTIO N MEETING. 8. ALL ;WOOD CONNECTORS SHALL BE SIMPSO STRONG TIE OR EQUIVALENT. INSTALLATION OF WOOD Q S-2.1 FRAMING DETAILS S-3 ROOF TRUSS PLAN CONNECTORS SHOULD FOLLOW MANUFACTURE SPECIFICATIONS AND THEIR FL PRODUCT APPROVALS. PLAN a- LU Z 13. CONTRACTOR PERSONNEL ARE CONFINED TO AREAS OF BUILDING NECESSARY FOR COMPLETION OF - , z ,m _n ` o WORK. FREE ACCESS TO ALL PARTS OF THE BUILDING IS NOT ALLOWED. 9. DESIGN OF WOOD MEMBERS IS BASED ON HE 2014 BUILDING CODE, RESIDENTIAL EDITION AND THE ss U NATIONAL DESIGN FOR WOOD CONSTRUCTION. LU z o Z ¢ � DELIVERY RECEIVING UNLOADING 14. CONTRACTOR 1S RESPONSIBLE FOR SCHEDULING, UNCRATING, SORTING, *. Z LU o SETTING IN PLACE, AND PROTECTING FROM DAMAGE ALL NEW EQUIPMENT FURNISHED BY THE CONTRACTOR. 1- U ANNULAR SPACE BETWEEN .SLEEVE AND PIPE. 0 o THIS z SHALL ALSO APPLY TO ITEMS FURNISHED BY THE OWNER TO THE CONTRACTOR. ALL NOTES o ¢ -o , W OF � J ¢ - z PROVIDED BY REGISTERED TERMITICIDES INCLUDING SOIL APPLIED 15. TERMITE PROTECTION SHALL BE PR VI PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED` TO WOOD, OR OTHER APPROVED METHODS OF ,, 1. ALL -THREAD RODS TO BE 1 2 DIAMETERBARS / , PLACED AT 4 O.C. IN ALL EXTERIOR BEARING WALLS. W QROTECTION P LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON ,STAT z o -TERMITE COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE 2. PLACE ALL -THREAD RODS AT 10" MAXIMUM FROM EACH CORNER AND AT EACH INTERSEC11ON OF W z SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT BEARING WALLS. PLACE ALL -THREAD ROS AT 6" MAXIMUM FROM EACH SIDE OF ALL HEADER BEAMS. IA LU 3 - CONTAINS THE FOLLOWING :STATEMENT.. THE BUILDING HAS RECEIVED COMPLETE TREATMENT FOR THE 0 J PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS 3. ALL -THREAD RODS TO BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EPDXY SYSTEM OR i z ¢" ESTABLISHED BY FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. APPROVED EQUIVALENT. ALL -THREAD EMBEDMENTS FOR ALL EXTERIOR WALLS AND LOAD BEARING 3 WALLS TO BE A MINIMUM OF 6" INTO F 011NG ¢ W >16. PROTECTION TO BE DONE" AFTER ALL EXCAVATION, BACKFILLING AND COMPACTION IS COMPLETE. 0 o " SITE -1 SITE PLAN A-1 ELEVATIONS 4. USE 2 SQUARE WASHERS ON ALL-IM OTHERWISE. A-2 L PLAN FLOOR A-3 ROOF ALAN A-4 ELASHIN PLAN - ELECTRICAL PLAN S-1 FOUNDATION PLAN S-2 FRAMINO PLAN S-2.1 FRAMING DETAILS S-3 ROOF TRUSS PLAN C-1 SITE &DRAINAGE PLAN J J _ Q 17. DISTURBED SOIL TREATMENT MUST BE RETREATED. 4. USE 2 SQUARE WASHERS ON ALL-IM OTHERWISE. AU AND ANCHOR BOLT LOCATIONS, UNLESS NOTED x N�'�RTIN ENGI��TEERING LLC. z _ U LU _ U CURS BARRIER. IF RAINFALL OCCURS TREATMENT SHALL BE PROTECTED FROM RAINFALL: BY 6 MIL VAPOR B 18.' TREA � t ►►rrrr♦ N C. Mq r ♦ . ! , 13245-4 A C BLVD., STEZGI LU z J J PLACEMENT, SOIL MUST BE RETREATED. BEFORE FARRIER P , . , i - s 'v , , o z _ _ ON - 19. PROTECTIVE GRADE SLEEVES AROUND METALLIC PIPING PENETRATING CONCRETE SLAB ON GRADE FLOORS ss JACMNVU.IZ F''I. 3 LU z o - ITICIDE IN ' AND RECEIVE AN APPLICATION OF TERM SHALL BE NON CELLULOSE CONTAINING MATERIALS *. 1- U ANNULAR SPACE BETWEEN .SLEEVE AND PIPE. r.. .•- ,. .. CC - TED 90+-472-149 ¢ C ¢ -o , W OF � FL C.A. 32027 ,STAT .- o O i L O. ♦� .. OR\ .• S 1 S i t F U w O U r LL_ LU > Z ; 0 2 O Z w J O N Z. O N Z _ W o PLATE HT. — z, w U w 1X TRIM — z o i o' Q U-1 J Q U F.F.E. z O 0 U J V z W W z z W z CQ O czH H z W N z O U z W czIT 11 11111 11 H 11III O IIITII HIT3 C 11 U IT 11 H 111I HIT11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 ITO 11 11 IT 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 11 IT 11 11 Q PLATE HT. I H 1111 H IT 11 H 1111 111111 11 it it it it 11 H 11 uf W LL; 11 HII 11 IT ll!l 11 11 1T 11 111 �= ON CZ CJo 00 � X 1X TRIM --- � O o -HARDIE-LAP,SIDING °' Qo F- O U.. _. 0 O Q F. F. E. ujJ ---�r� O O_ =fn 3z LU z:2 L� FRONT �Q 0 ow LL CL .w c0 w OQ wU V W wU m J. O¢ _Z=: JN - O = NU F) Q CL W ~ U z Z0 OU U W z ~ C¢ In X 00 Q`OL Z 0- Q f -20 Q W — w W W <Q N < Z z O Lu U 6 X 6 COLUMN w 1X TRIM CieQ o 3V) rn HARDIE-LAP SIDING Vi Z cD O z 3 _w a :E om RM o v� J W JW _ ,z z W W W W n = w3 zV) F_ z Qo 21) LU nw 00 ►amu � rJ� V � Y_L.{ 6° X 6" CPLUMN 0 i F_ U w 0 r Lu z 3 O O z r J Z 0 z O V) z Lu 0 z Lu Lu V) V) z Q p Lu J V) O J J z_ Lu W Z Z w z ROOF PITCH PER ELEVATIONS AND ROOF PLAN -12`@ " PRE -ENGINEERING TRUSSES 24 O.C. O (MAX) W/ SIGNED & SEALED CALCS. BY A LL- FLORIDA REGESTERED ENGINEER !— z w ARC. ASPHALT SHINGLES OVER 30# FELT 12 Z ON 7/16" O.S.B. SHEATHING RATED 16/24 O R-30 INSUL, MIN. SEE ENERGY U H URRICANE TIE @ EA. TRUSS PER FORMS FOR INSULATION SPECS. Z FRAMING/TRUSS PLAN Lu MTL. DRIP EDGE 9'-1-1/8" PLATE HT. FASCIA BOARD 3 0 VENTED VINYL ALUMINUM SOF 2x BLKG @ GABLE CL ENDS O DBL. 2x4 TOP PLATE HEADER PER FRAMING PLAN WQ WINDOW UNIT AS PER LLi ELEVATIONS AND FLOOR PLAN H O to - -W m 00P WINDOWSILL PER -BUILDERS` _ � SEC. CAULKED @WINDOW e. �t N R-13 BATT INSULATION MIN. 2x4 "- Z >_O SEE ENERGY FORMS FOR INSULATION 1/2 GYPgl1M'WB Z� SPECS. Q FD 2x4 @ 16" O.C. z Z 7/16 O.S.B. SHEATHING �= O cz U � ` o EXTERIOR OR FINISH PER ELEVATIONS. �z o Q Lu 2x4 P.T. `SOLE PLATE 0'-0" FIN. FLR. 00 = v, SEE FOUNDATION PLAN FOR ALL FOOTING y..• .• ... •• • . ������ol 3 w DETAILS. THIS IS FOR ILLUSTRATION ONLY ,•;.•; - zDMAYN - � p 4 T AN O REFLECT THE ACTUAL FOUNDATION SYSTEM. W J � \/\ � � Q p O� Lu Lu o- �pz OQ P, EXT. WINDOW 1111E WALL 111T 111 C) w2 -1 O (DlL/ »_ ;_v> W U m - Oa 7- < Q 0 x l— U V)Q CL� E- w U Z Z 0, 0U U w z¢ () LI)X w p O w, 0 0_- Z CL Qa -o W Qcz mow Lup a z O ZU W i= w Q N Z o OZ —Z >> W Q U--- p p Ua% Lu J w J Z Z �W W W w= Z z— LL, ztn P a 0 i z LU o� Q F4 Ln 34'-8" Z z O 0 21'-9" c. 5'-4" 16'-4" N 01 N 12'-2j" 9'-6j" 4'-11n 7'-11j' 2-3020 SH 4" X 4" POST SILL HT. 5'-6" w/.WRAP rZ2 a� W. 1. C. cH 9 0 LANAI 00 o - CH=9'-4" o R&S `V °�1 MASTER BEDROJM 4" N � ROWER i a MN — o I CH=9'-0" / 10'-0" I 2668 M - F Q O M I • d O m • r „ I I N O CH -8 -0 8068 S.G.D. 4-4� — 12 •, .0 _ -w B A TH 2668 0 i a CH -9 -0 14,m ao M co 0o i N a O OD .- . N J c0 N O 00 co - J N U, O _ cocD M N CL c co 6 -114" T R 2668 GREA OOM _ u VAULTED I I 1 - I C) M Ox a O' BEDROOM 2 TUB DOWN WN Z i DO i � CH=9'-O" Ln LL 0 O 00 I M � / • n 5'-5 " " TT a 13-4 �, 15 0 � VJ h CM -1- - 5 6 5'-641" -3 2 m B � ATH. 2 a ' Q I CH-_ 9 -0 '� N 406$ BF' LL -� x m o N m � I R&S CLOSET z w o � z M e _ O N CLOSET R&S -� 0`°� I DINING of VAULTED aco C3 I rn - i 4068 BF 2668 a _ o co Lo_ I • r7 V 11'-0" .�.� ."-•� �HB ' ...J N Ln BEDROOM 3'' — — OM N ' x N N I CH 9 0 .- 'LAUND N ON ,'.0n o o, CH _9 _ DW C) M O _ I a Cie --j r-Kv SINK 1=d' 0 Lu LL. V N KITCHEN t.•t..l M ' F!1 p _ , n "' La CH -9 - O N 0I— .� o =61 WA LZ .... d' Q O O_ r, M V Q N V O _ I AHU O _ O � z M— n V` 13 4 5 � 5 _ Lo V) Q Ln a 3068 •.... V Lt COMP. _2'-2" NOTE. THREADED ROD P.C. 1. DOOR � FROM GARAGE TO AIL ® 48O.C. MAX.MAX.. TYP. HOME 1N INTERIOR TO H �i L- AVE M ALL CORNERS AND SELF CLOSING DEVICE oo r(no on — co ■■ a • n ,r Arnc ACCESS o EA SID OF W ES 2. D ALL OPENINGS DOOR TO BE 3068 CLASS C _,MEMO i MIN. 22X30 OPENING (20 MIN. RATED DOOR 2068 P.D. M r N • • _ a 1� CD - -_. Q .. O N � O - i U - w PROJECT ECT #. BUR S_ 26 2-3040 SH W 2 0 _ 6 8 6 11- DESIG GARAGE DESIGNED: -� KCM uj HEI _ _ n CH 9 4 �' M m 4 0 9 -0 2 -7 i crU- cn DRAWN: PORCH KCM CH 9 4 yep SCALE: AS NOTED ED 4 X 4� POST w WRAP: 0 16 X 7 OHD 4'-4" 11r3»- ISSUED: 9/19/17 REVISION -1: A-4 REVISION -2: 1 6 6 _ 1 16 0 15 7 Ir r_ 34 8n S.F. DATA: HEAT D.• 1,470 SF FLOOR GABA E. 380 SF AN PL PORCH, 85 SF 1/4" 1 0:KEVIN C. � LANA,1. MARTIN, PE #80359 97 SF TOTAL: 2,032 SF SHEET A-2 Lu 0 u LL- 0�� Lu z 0 V) z 0 V) z Lu z uj ui c/) o Lu 0 V) I-- 0 z 0 n 37'-4" 0 V) r. M ---d Me > u Lu wl ROOF DATA (LINEAR FT.) EAVE LINE 200' GABLE LINE 53 0 _..I LL. RIDGE LINE 44 w .. HIP LINE 53' W Z -_ U VALLEY LINE N/A < _I Q z cj) W ROOF AREA 2,265 S.F. co u- (D x O Z < NOTE: V' 0 THE ABOVE ROOF DOES NOT INCLUDE ROOF PITCH FACTORS &CONSTRUCTION WASTE. CD Lo < VENTILAT10k CALCULATIONS VENTILATION REQUIRED: ATTIC SPACE = 2,265 SQFT 2,265 / 300 = 7.55 SQFT 00 7.55 X 144 = 1,087.2 SQIN 0 = 543.6 SQIN NET FREE ROOF VENT REQ'D 1,087.2 X 0.5(50%) = 543.6 SQIN NET FREE SOFFIT VENT REQ'D UPPER ROOF VENT SPECS: 4'-0" VENT PROVIDES 144 SQIN NET FREE SPACE 1.0 6'-0" VENT PROVIDES 216 SQIN NET FREE SPACE N8'-0" VENT PROVIDESLn J -NET-FREE SPACE �8 SQIN L tNT RE!A�ILREMENTS: UPPER RqQf-,,M N (0) 4'-0- VENT @ 144 SQIN;z cq > o% (0) 6'-0" VENT @ 216 SQIN = Ln N(2) 8'-0" VENT @ 288 SQIN = 576 REE AkEj o TOTAL = 576 SQIN NET Fl �� Pk IDED > 543.2 SQIN REQUIRED c*q SOFFIT VENTS REQUIREMENTS: v m LIN. FT OF SOFFIT AVAILABLE = 200'1��--, AIR FLOW PER LIN. FT. = 5.89 SQIN TOTAL = 1, 178 NET FREE SOFFIT AREA PROVIDED >543.6 SQIN REQUIRED v, a > Z Z o F- e-*. -L Vj LLJ Z:2 o LU —j U —j < OW U-1 > X-71 0 < r) Lu V) III :D :r Lu U co 0 < 7 -j < 0 r V) CL Lu u Z z 0 ou u Ild z < V) X 00 0 CL w Z CL 0 ui De ry I[ I u.j F— < V) Z '7 0 Lu (-) Lu ce < z 0 Z V) Z u.j < 0 J.Lu Lu z z ry LU W Lu z F— Lu 3� 7- v) P= z 0 V) z uJ