Loading...
1024 MAIN ST - REVISION DRAWINGS J V GENERAL STRUCTURAL NOTES: PROJECT INFORMATION V SCOPE: NEW 1 STORY WOOD FRAMED RESIDENCE. 1. CODES: S FLORIDA BUILDING CODE 2014 RESIDENTIAL, AMERICAN CONCRETE INSTITUTE, STRUCTURE HEIGHT AND NUMBER OF STORIES: Q LuASTERS RESIDENCE MEAN ROOF HEIGHT: 15'-5 7116" - AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. w 2. LIVE LOADS: NUMBER OF STORIES: 1 M W ROOF. 20 PSF TYPE OF CONSTRUCTION: V-BLu tn FLOOR: 40 PSFVACANT LO r NORTH OF 1022 MAIN UNSPRINKLERED W STREETLu STAIR: 40 PSF UNPROTECTED Lu o 3.WIND LOAD NOTES: . _.. -.- -__ -- -.: psi ...."sf V..., M i- N Lir;.ars t r 4 •e•, . LL--_-... a,,. -- -. __ _ -____- --_ - __ -.-..- 0 CODES. FLORIDA BUILDING CODE 2014 AND ASCE-7-10 _ U JI e d 4/ ULTIMATE DESIGN WIND SPEED: 130 MPH WIND IMPORTANCE FACTOR: I = 1.0 BUILDING CATEGORY: II z WIND EXPOSURE: C BUILDING AREAS o ENCLOSURE: ENCLOSED BUILDING ATLANTIC BEACH FL 32233 1ST FLOOR HEATED AREA 1,218 SF z INTERNAL PRESSURE COEFFICIENT GCPI = +.18 OR-.18 FRONT PORCH 98 SF WIND PRESSURE TO COMPONENTS/CLADDINGS(MEAN ROOF HEIGHT 251) STORAGE 117 SF ' END ZONE = 5CAR 264 SF ZONE EFFECTIVE WIND AREA(SF) WIND LOAD (PSF) TOTALPORT ROOF 1,762 SF POSITIVE SUCTION o INTERIOR 10 +38.8 43.1 v V- oc 20 +36.6 -40.8N IL 50 +33.6 -37.9 - - = v _ i� 100 +31.6 -35.6 ; 14 END ZONE 10 +38.8 -55.5 �! , I � m 20 +36.fi -51.1 � � �;�a � � I 1 L ( � � � s z [� I ' I "T _ it 1 I� hl is a 50 +33.6 -45.2 a TL j o ii 100 +31.6 -40.8 _. F- 0 NOTE. 11 C w AWS DESIGN PRESSURE ULTIMATE PRESSURE X 0.6 OR DIVIDE WITH 1.6 - - -_. __ ` APR 5 2016 W ° a ��_ 50 4,ALLOWABLE SOIL BEARING: 2500 PSF a 5. SOIL COMPACTION: - -- • SOIL UNDER SLAB ON GRADE AND FOUNDATION SHALL BE COMPACTED TO 95°Io MODIFIED PROCTOR MAX. DRY DENSITY(ASTM D-1557). CONTRACTOR SHALL El 05: _ ...... .... SUBMIT DENSITY TEST REPORT TO OWNER OR ENGINEER. fi. MATERIALS: _.. _ , O _ . . ._..... . .._ .. '..__. ... � :2W CONCRETE (NORMAL WEIGHT-28 DAYS) 3000 PSI '� 0Z REINFORCING BAR ASTM A615 N rn � +t M 4: U Z WELDED WIRE FABRIC ASTM A185 _., c o en �- B ANCHOR BOLTS ASTM A36E ER cc WELDS AWS E70 OR E60 u " 0,2 w WOOD MEMBERS FOR BEAMS &POSTS (#2 SYP) V re " 01 mi • CS U MEMBERS FOR STUDS (#2 SYP OR BETTER) _ � ` 3WOOD 0 MICROLLAM 1.9E 7. CONCRETE: DRAWING INDEX ALL CONCRETE TO BE DESIGNED AS PER ACI 318 LATEST EDITION. �I e N c qt 0 FOOTINGS 3000 PSI ' SLAB ON GRADE 3000 PSI o v SHEET NUMBER SHEET NAME ALL OTHERS 3000 PSIIL v- SPLICES IN REINFORCING WHERE PERMITTED. A0.0 COVER SHEET N a wo ir CONCRETE 50 BAR DIAMETER MASONRY 48 BAR DIAMETER A0.1 SITE PLAN M I�IIIw lo- UNLESS SHOWN ON DRAWINGS, MINIMUM CONC. COVER FOR REINFORCING: A1.1 FLOOR AND ELECTRIC PLAN CAST AGAINST EARTH 3 SLAB ON GRADE CENTERED A1.2 FOUNDATION AND ROOF PLAN % EXPOSED TO EARTH OR WEATHER amwoo #6 THRU#11 BARS 2" A2.1 ELEVATIONS 0- #5 BARS&SMALLER 11/2" A3.1 DETAIL SHEET a ALL REINFORCINGSHALL BE HELD SECURELY IN POSITION WITH STANDARD o ACCESSORIES IN ACCORDANCE WITH ACI 315 DURING PLACEMENT OF CONCRETE. o� 8. TIMBER: N ALL WOOD FRAMING SHALL BE FABRICATED AND INSTALLED AS PER AITC& z �, TPI & NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. o PROVIDE TEMPORARY TOP CHORD BRACING UNTIL ROOF SHEATHING IS IN PLACE. CONTACT INFORMATION z Z ALL WOOD MEMBERS EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. PRE-ENGINEERED WOOD TRUSSES SHALL COMPLY WITH TRUSS PLAT INSTITUTE STANDARD WITH PROPER DEAD, LIVE AND WIND LOADS. DRAWINGS SHALL BE CLIENT: RPC GENERAL CONTRACTORS, INC. ARCHITECT: VERMEY ARCHITECT SIGNED AND SEALED BY PROFESSIONAL ENGINEER REGISTERED IN THE 2 18 LEVY ROAD 420 3RD STREET SOUTH STATE OF FLORIDA. ATLANTIC BEACH, FLORIDA 32233 JACKSONVILLE BEACH, FL 32250 ry 11 1 1 1 2,W PROVIDE HURRICANE CLIPS AT BOTH ENDS OF EACH RAFTER AND TRUSS. P ONE: (904) 241-4416 PHONE PHONE: (904) 246-1150 z .� N M 12 0 THE NUMBER AND SIZE OF NAILS CONNECTING TO WOOD MEMBERS SHALL NOT BE Z F : (904 241-4427 FAX CONTACT: GERARD VERMEY �a LESS THAN THOSE SPECIFIED IN FBC 2010 TABLE 2304.9.1 FASTENING NTACT: DANNY RODRIGUES 9 o SCHEDULE. o > FILE COPS Date 09-29-15 scale AS SHOWN REVISION u W Z _, BP# Job N� DATE sheet SIGNED A0x0 0o C`Users4,9li Shields\Google Driven Drawings\RPC,Master's Residence\2016-04-13 Masters Res dence.dwg,4/13/2015 11.08:50 AM L ' LEVY ROAD N J I �L I V LOT 2 w E m j 1 C 0 � PROJECT W E LOCATION W WEST 9TH STREET Z i- W 102.00 (� i Q � tf) " i 02. ' FOUND 1•/2" IR© � cn � m N89°02 00 E �JLLJ FOUND 1/2" IRON (102.05'FIELD) PIPE, NO I.D. �� �Y PIPE, �P :3672 dYF t./) � W StSH a� v 8'X16'DUMPSTER 0 - if)1b LU rqQ 7.5' BUILDI RESTRICTION LINE - 31.$2' - j ! ` N I INO A/C PAD I m PORT-O LETE CONSTRUCTION PARKING yst z 0 WILL BE IN FRONT YARD mmliSf O 6 m z I cZi PROPOSED Z - I I ren CONCRETE w F 3 ATLANTIC BLVD, Q } cmi► I ! I DRIVEWAY 00 G � Q I - m b �' l w o �, PROPOSED 1 _ I o �,. �" a it t �a Z i Z 0 4 m m m �- STORY RESIDENCE , 1 Ir FF EL = 11,17 I m , _ , �, - VICINITY MAP o m N.T.S. vm N p ` a PROPOSED SITE STATISTICS co O I 0 ,� � <FT F . � � SQUARE ACRES PERCENT0 = ti S E G F _7,5'-...._BUIL©tNG._RI:S7RIGTION UNE _ _. �_ -- -,._ _ 20, �. FEET OF SITE _ m M PROPOSED SITE AREA 5,100 SF 0.117 AC 100,0°/0 " y j C). , f- BUILDING FOOTPRINT AREA 1,762 SF 0.041 AC 34,6% FOUND 1/2 IRC rrr I W = t FOUND 1/2" IRON PyPE, CAP LB3672 Ng. r i CONCRETE AREA 249 SF 0.006 AC 4.9% O PIPE, NO I.D. S89°02'00"11V fA 102.00' ;' 15"RCP _ a w [- t� 0 TOTAL IMPERVIOUS AREA 2,012 SF 0.047 AC 39.5% W O a t (S 89"0631"W 101.77'FIELD) I j > �' � TOTAL PERVIOUS AREA 3,088 5F 0.070 AC 60.5% IN J.�."9 to CC LOT 4 j - LEGEND f,� V o _* TREE TO BE REMOVED G Z m ^ 0 SITE AND CONSTRUCTION MANAGEMENT PLAN TREE PROTECTION BARRICADE, a p O U" n J &c SCALE: 1"=10' � r` SILT FENCE C > o INSTALL'SILTSAK'ASSEMBLY OVER EACH © um � " U, m Z EXISTING RECEIVING INLET PRIOR TO SITE v c a 29 A- WORK AND LEAVE IN PLACE UNTIL AFTER +� En C - 3. CONSTRUCTION IS COMPLETE W 1 LOT C) �I-�•� DRAINAGE FLOW ARROW O � l PROPOSED DRY RETENTION AREA PROPOSED SPOT ELEVATION ' I ... a RIM=10.5 BOTTOM=9.5 00 (D REQUIRED TREATMENT VOLUME=1,247 SF CONSTRUCT W LONG OVERFLOW SWALE @ S=0.25% � � N PROPOSED TREATMENT VOLUME=1,256 SF n�i O r` 6 THICK AT DRIVEWAY-r a' w PORTLAND CEMENT THICK ALL OTHER AREAS (SEE ATTACHED DRAINAGE CALCULATIONS) i wo -- N 8 9°0 2'0 0"E 102-00 F{ UND 1/2" ,R0 CONCRETE,3000 PSI ) I. FOUND 1(., „ iR0 (102.05'FIELD) PIPE, NO I.D. titie PIPE, IVB 3672 ' N BENCHMARK: I I I 65 -6u-tS1 est-a51 ssl- ssi-6S1--651-651.x-651--651--651--HSl--651 651-651-65A-t51-t51-651-651-»-asi-RSl--W.-a5.t may. �i ��� MAG NAIL AND DISK (LC336 72) IN EDGE `Q m a W � �,...0- / 4cf) � I OF yPAVEVENT. ELEVATION=8.66 , FL=10.3J ,�� ' O ��k(N.G.V,D, 1 c 2< } FL=10,5 FL=19:4 1 Q W 11,00 DIRECT ALL ROOF RUNOFF 17 STABILIZED ;; cr SUBBASE,LBR 4tI o 4i z TO RETENTION AREA(TYP.) 15" LA EL AK O 9 } z � o j CONCRETE PAVEMENT SECTION I 24 LIVE OAK m O ��� 6 ^ 14' LAUREL IDAK /� � Ui A, N.T.S. 5:1SS 5:1SS K /� 14" LAUREL ' o �? I '� � �� OPTIONAL POST POSITIONS o O , 11.00 STEP , �.,.-.- .�- 090 r� g w PROPOSED 1 _ = 12" MAGI:�LIA ►., RESIDENCE 6�� . ' o PRINCIPLE POST POSITION R o o STORY RES -� COUNTER 20 TOWARD FLOW ,� 11 �o. 10,90 10.80 � �,�' _ 8.80 �= c FF EL .11 .0 8 U. 1 MATCH EXISTING GRADE 1 n �i x 11" M LIA, •; � p ..-, f0 70 Q FILTER FABRIC Z 11.00 STEP o 00 STEP „ _ e o y 11. """" ��� SILT FLOWIr . SILT FLOW O • ROOF LINE(TYP:) C� .• Q�. „ - V ' Y I F 8.80 I i �S r 10.90 10.80 10.80 - -- g W 17" LAUREL OAK � 10.90 r� TALLOW t `�� , > p� / I ZF r t r+l J2 -m-ras-ns-r5s -ns-rs6-1St-n7 m-n6-n5-ns-n6-T56-TU-nr-n6-nt-nf- �' I POST(2"X r OR 21 C1'MIN.DIA, Z '+ N rn sr w WOOD-STEEL 1.33 LBSIFT,MIN) o Z FOUND 1/2" IRO (r {� FOUND 1/2" IRON 18" LAUREL CtAK PIPE, CAP LB3672 rI a I I � 6'MAX. �o PIPE, NO I.D. , »� ' 1 1 5"RCP S89°02 0o w 102.00 _ tt 1,�W 101.77'FIELD) ;=w t..- > n 5 { (S 89 06 3 ' INV.5.68 N�'. .' Q o l °� J 1--- -- - I I Date 12-30-15 LOT4 --- L o FILTER FABRIC(IN Scale AS SHOWN 3939 CONFORMANCE WITH Z SEC.985 FDOT SPEC.) ]Ob o N DRAINAGE AND SEDIMENT CONTROL PLAN TYPE III SILT FENCE DETAIL . �-� �'� �Q SCALE: 1'"=10' FILE COPY 0 o Aoa 1 oU N.T,S � � U_ FINISH SCHEDULE ROOM NAME FLOOR BASE WALLS CEILING CLG.HT. REMARKS v z CAR PORT CONCRETE WOOD HARDIE LAP SIDING VINYL 9'-0" CONCRETE FLOOR TO BE SEALED z FRONT PORCH CONCRETE WOOD HARDIE LAP SIDING VINYL 9'-0" CONCRETE FLOOR TO BE SEALED V `_ LIVING I DINING ROOM CERAMIC TILE WOOD GYP.BOARD KNOCKDOWN 9'-0" D a Ce ime KITCHEN CERAMIC TILE WOOD GYP.BOARD KNOCKDOWN 9'-0" LAUNDRY I PANTRY CERAMIC TILE WOOD GYP.BOARD KNOCKDOWN 9'-0" z w LU STORAGE CONCRETE WOOD GYP.BOARD KNOCKDOWN 9'-0" CONCRETE FLOOR TO BE SEALED cn � 9'-0" CONCRETE FLOOR TO BE SEALED N UJ LANAI CONCRETE WOOD HARDIE LAP SIDING VINYL �j `' Q MASTER BEDROOM CERAMIC TILE WOOD GYP.BOARD KNOCKDOWN 9'-0" 0 oC O :3=MASTER BATH CERAMIC TILE CERAMIC TILE CER.TILE I GYP.BOARD KNOCKDOWN 9'-0" ti MASTER CLOSET CERAMIC TILE WOOD GYP.BOARD KNOCKDOWN 9'-0" z BATHROOM CERAMIC TILE CERAMIC TILE CER.TILE I GYP.BOARD KNOCKDOWN 0 BEDROOM#2 CERAMIC TILE WOOD GYP.BOARD KNOCKDOWN 9'-0" z 35' 7" 5" 12'-2" 91-8" 6' 6' 01 CCo —_ - - - - - _ - - -_ _.--� _._ — --- NJ - --- - - - - - 3'-0"X5'-0"S _ _ - -.- - ___— __— =— _— — . .1 W 117" 6 X6 COLUMN(TYP.) 4112 A/C y w �"' cw ., 11 ' 11 9'-1Q 112" ATTACH DOUBLE 2X12 BEAM TO SEE AIC 10 10 4 I ' WALL WITH SIMPSON LUCZ y LANAI DOUBLE 2_"X12"BEAM /,� I j 2CONCEALED HANGER OR , ' • m A�.1 21'-10"X541/2' VE(TYP.) T APPROVED EQUAL(TYP.) I 3-0 X6-8 6'-0"X6'-8"SGD wP,GFG► W L z RH BEDROOM#2 12'-0"X13"-4112" I S � STORAGE W p V 1 11"-0"X5'-0" A3.1 6 N CV DINING ROOM _ - e 40 6'-0"X6"-8"BI-PASS � m . DRYER ASHE _ �' _ R&S — u, [DRYER ASHE �,r ELECTRIC BEDROOM#2 /" ATTIC ACCESS PANEL I " o • - �� w 12'-0"X5'-6" 1'-6"X6'-8" 3 0 LAUNDRYIPANTRY BIFOLD >< I cwt x I I I V-0"X11`-4112" 4 1 I I X _ O , Cn _ - Cn 3C "' I I ATTIC ACCESS 1 n 1- _ J LINEN ® `_ I j FREE 3 FGi —1 J � & 2-0 X6 8 LH C > u- E _ — _ C I LOUVERED — —1 DRAW o o A R&S -IN �, UNDER CABINET RETURN MB-1 axa k t� © X Cn °°a 612" Co T r SNOW, a a LIGHTING(TYP.) 1a " LEGEND `° 150 (NO E) '` 22"1(22 4$ � 150 2'-8"X6"-8" �_ A ' - -C40 ' rROF RH cFG r . ..6 11 _.. .. �, � c.� ¢ � tELECTRICAL PANEL -, ai oChd ASTER CLOS 13xa o Fa (2)110V OUTLETS 5'-5102"X9'-11" MASTER BATH s (ILDio I LIVING ROOM I / - Q, o — — 1 12 51!2"X12'-5" 6'-0"X9"-11" I: --- (1)220V DISCONNECT00 " �I DW ISLAND WITH STEP a p. LIN N �" cFc I s lsxts 14 n (2)110V WATERPROOF CFC)OUTLETS(INTERIOR) N 1 n f e <– 4 17FDI am of KITCHEN - i DOWN BAR 2-6 X6-8 a W o N I W T 9'-0"X12'-5' ;, I = POCKET '-8"X6'-$" - - I - 4 cFG (2)110V WATERPROOF GFCI OUTLETS(EXTERIOR) FE sz + ° I b l WPIGFCI VENTED �' LH F °1 OPTIONAL RECESSED Y OPTIONAL RECESSED SINGLE POLE SWITCH `� I � s OUTLET �, LIGHTING._. ._._ _ -- - �m ` ° [MICROWAVE I =` ' FOR G _ 16x16 LIGHTING III `v 1 MICROWAVE j t3 THREE WAY SWITCH ABOVE STOVE I 2'-7" 4'-5" 2'-11" _ �I I d-1- GFG I P -.._ w 0 LIGHT FIXTURE i EXHAUST FAN ?W i 3"-0"J�-OPSH MASTER BEDROOM I a 3'-0"X6'-$" 3'-0 X6'-8" - - 12'-0"X15'-0"" / GFC s "o -- Q —0 L7� LH � WALL MOUNTED LIGHT FIXTURE ,� � $ �Z 2' 4, 3, 1'9° 9111" 11 12 .. I o GFGI y }� GFC YJi�P t 11 INTERIOR WALLS r '' CEILING MOUNTED LIGHT FIXTURE a .0 0 „-” o 7 ^ TO BEFINISHEDWITH HARDIE 2 I I RECESSED LI HT FIXTURE a 3 STORM DOOR U Q f I - � G � LAP SI ING TO MATCH EXTERIOR I I I i ,. o PENDANT LIGHTING FRONT PORCH ATTACH DOUBLE 2X12 BEAM TO u 1 9'-11"X9'-5" 2 WALL WITH SIMPSON LUCZ I 1 cF FLOURESCENT LIGHT FIXTURE I I CONCEALED HANGER OR 1 I I ?' GI PRE WIRE AND BRACE FOR CEILING FAN All F p U p I APPROVED EQUAL(TYP.) .0 II _ . 3'-0"X5'-0"SH 3'-0"X5'-0"SH (2)3 5'-0"SH - _.._ I - ® SMOKE I CARBON MONOXIDE DETECTOR o 2 GFGI y CAR PORT _ OPTIONAL FLOOD LIGHT w _ A' ->.-.% 11 12'-0"X22'-0" I I 11 1 N 1 I I SINGLE THROW AIR SUPPLY GRILL I I DOUBLE 2"X120BEAM I1 I 4 4 I I1 OPTIONAL FLOOD 0. A3.1 I I I LIGHT(TYP.) a THERMOSTAT 6 I I ABOVE(TYP,) I I I � tII zW .. ( f n 1 n 1- n I j ATTACH DOUBLE 2X12 BEAM TO -0 314 4.11112 3 0 314 6 61-7" ;I I ( Z AHU RETURN tj z M V � 0 1 BEAM WITH SIMPSON LUCZ I I iI I A CONCEALED HANGER OR pl DOUBLE 2 X12 BEAM _ :., CZ 1 11 11 I I APPROVED EQUAL(TYP.), I NOTES, , .� I I ABOVE(TYP.) 11 I I 1.)ALL WORK TO MEET 2010 NEC STANDARDS WIRING CIRCUIT AND PANEL SIZE BY ELECTRICAL CONTRACTOR, n n 2.)DESIGN, 5 6X6 COLUMN(TYP.) 3.)PROVIDE APPLIANCE AND EQUIPMENT CIRCUITS PER MANUFACTURERS �. SPECIFICATIONS AND REQUIREMENTS. ' -�" - 4. SMOKE DETECTORS 1 CARBON MONOXIDE DETECTORS TO BE HARD WIRED, - _ _-�==_--� - �- - - - - = � �" - -- - - BATTERY BACK-UP MODELS 12' 10'-5" 12'-7" - Date 09-29-15 ' 5.)PROVIDE PROTECTED OUTLETS AT WET LOCATIONS. 35' 6.)BEDROOM RECEPTACLES TO BE ARC-FAULT PROTECTED, Scale AS SHOWN 3 7.)INSTALL FIRE RATED CAULKING AT WIREIFIXTUREIOUTLET PENETRATIONS FLOOR PLAN AT GARAGEILIVING AREA WALLS AND CEILINGS. Job N ELECTRIC PLAID SCALE:1/4"=1-0 1 n SCALE:114"=1'-0" FILE COPY0 o Alai o� C:'�Users\8ill Shields\Googee Drivel,l.-Drawings\RPC\Master's Residence\2016-04-13 Masters Residenre.dwg,4/13/201611:08 52 AM J LL m w Z � °p 4"CONC.SLAB WITH Lu ¢ a FIBER MESH Z O REINFORCEMENT a w Z Z 35' 1:n m 21`-10" 13'_2" (2)#5 BARS CONT. = w N Lu o aC 5" 12'-2" 9"-8" 1' 6 0 ¢ LL � � Z 3" 3' O 11A1 .2 - EXTERIOR WALL MONOLITHIC SLAB �r , T.___T_ _ _------T------_ _ ___ f ____._.�__ __-- - -_ _ Z ,� 6'"X6"COLUMN(TYP.) µ AIC �, SCALE: 1-112"=1'-0" 6"X6"COLUMN(TYP.) '2ti A1 1 j a`.2 A1,2 II A .1 ` (1)#5 BAR CONT. ¢ - --- ---- -- -- --- __„ I 4'THICK(3,000 PSI) _ { I CONCRETE WITH 6X6 WWM = =, o g 4'THICK(3,000 PSI) H -T F„ 7"-10" CONCRETE WITH 1 V r CCC 6-5 6X6 WWM A1.2 4 CONC.SLAB WITH W Cl 4'-3112" 10'-11112" " F Cl 6'-101f4" N M FIBER MESH s _ - ., Z 8" " 4REINFORCEMENT � WH 2' " 01 cc LAMI `r ' J =� - AT CAR PORT/PORCH W 2IA1 .2 THICKENED EDGE F SCALE: 1-1/2"z 1'.0" OVERHANG(TYP.) OVERHANG(TYP.} " to � o � i W i W ' Y101 1 N 2"X4"#2 SYP 1 _- A1.2 � t C:> i " 112"X8"WEDGE 2"X4"#2 BORATE 1 d 4 z r, 4 THICK(3,000 PSI) N ANCHOR SYP ! 12 �„ 12 8 4 CONCRETE WITH 6X6 c� cam, r n 4 WWM;FINSHED FLOOR 8" c . ABOVE FINISHED GRADE i . -- i • cn o M � U N S M rf' � L N n 3 J a a ea } 4 CONC.SLAB WITH ? c > C-11A1.2 FIBER MESH ? O � $ REINFORCEMENT t� G `� " z (2)#5 BARS CONT. _ • °' a R00 ; .. " " WALL LINES BELOW C v L o 1. 4 THICK 3 000 PSI 4 10 4 ; — � v� 3 1 CONCRETE WITH (TYP.) 3 W 6X6 WWM A1.2 0 -a �. �' ARING WALL .- � 31A1 .2 LOAD BE o N SCALE:1-112'"= 1'-0"% � °C °7 0 i A1.2 J � '8'-8 314"`' cn I � ai N C i 210 SLOPE(TYP.)` �I Z : W ui 0. r- d. cn i w A1.2 A1.2 A1.2 zw 2 - o � $ .,. a 1 - - cv io W p vt A1.2 { 12 12 0 8 0 Lu i > oC rn 4 676"COLUMN(TYP,) °1 0 6"X6"COLUMNTYP.) 1 U a ir 12' 9"-10" 13'-2" z w W D Z 01 351 70, FOUNDATION PLAN ROOF PLAN � ��rh NOTES: SCALE:1/4 ==1'-0" �'w SCALE: 1/4"=1'-0" 1.)PROVIDE CLEAN COMPACTED FILL. t o 2.)PROVIDE 6 MIL.VAPOR BARRIER AS REQUIRED. 3.)SITE TO BE TREATED FOR TERMITES PRIOR TO SLAB CONSTRUCTION, 4.)A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS USE PRIOR TO FRAMING Date 09-29-15 INSPECTION. OR,ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. scale AS SHOWN 3 �_ Job o 1 N FILE CO py60 A1m2 o� C\Users\Bill Shields\Google Driven 6rawings\RPC1,Mastei s Residence\2016-06-13 Masters Residence-dwg,4/13/201611-0854 AM J u- co DECORATIVE LOUVERS DECORATIVE LOUVERS 15-5 7116"TOP OF ROOF 16-5 7116"TOP OF ROOF 7-- 12 12W HARDIEBOARD SHAKE 12 12 T I A HARDIEBOARD SHAKE j jj'j,jr-!-y d'I-L,--J FINISH(TYP.) 41 14 FINISH(TYP.) U i 1 i�'J Lu j 01 i jj- I 1 1 V-7 7116"TOP OF CARPORTA, to i T -7 7/16'TOP OF 0 yj m 7 I U-- L %F [Li r. 4, 41 LA' �L :d: L L L,Llij, -L'� J A I't,'_,_ '�- I I�1 1 1� I i i�! 'J, Q L--�U' I !L' 1!I L n 17 7 7 9'-1 1/8w BEARING HEIGHT 14 -11/8"BEARING HEIGHT C14Cru IJ 1 A�i 9' fX4"HARDIE TRIM BOARD FOR Q u- HORIZONTAL AND VERTICAL TRIM(TYP.) ---------- 174"HARDIE TRIM BOARD AROUND u174"HARDIE TRIM BOARD AROUND 0 ------ DOORS,AND WINDOWS(TYP.) DOORS,AND WINDOWS(TYP.) ------ ........ �-�HARDIEBOARD LAP HARDIEBOARD LAP ;m Li SIDING(TYP.) Li SIDING(TYP.) I 0-0'-0-8"FINISHED FLOOR � - LA -J 0'V FINISHED FLOOR GRADE 4 6"X6*P.T.WOOD COLUMN ENCLOSED FRONT 174"HARDIE TRIM BOARD FOR 6"X6"P.T.WOOD COLUMN WITH 276"TRIM TOP AND 0 PORCH HORIZONTAL AND VERTICAL WITH 2"X6"TRIM TOP AND BOTTOM(TYP.) TRIM(TYP.) BOTTOM(TYP.) CC FRONT ELEVATION W IREAR ELEVATION16 SCALE:1/4'=V-0" ft SCALE:1/4' V-0' z cc: . m CC m z z ASPHALT=SHINGLES(TYP,) A cc bi 16-5 7/16"TOP OF ROOF 40 > L --T T t 11 4 -77/16"TOP OFCARPORT 7 a. 8 _j 7 L j- 0 T —7 1 --T r T T 9'-11/8"BEARING HEIGHT j W N ---------- 0 6"X6"P.T.WOOD COLUMN –+– L 100 r4 T--4"r WITH 2761 TRIM TOP AND en fN ---------- *j U--' ' E BOTTOM(TYP.) > 0 f ---------- U 00wz 2 81 u 0 m wz 0'-0"FINISHED FLOOR Ilk go GRADE N 1X4 HARDIE TRIM BOARD FOR 174w HARDIE TRIM BOARD HARDIEBOARD LAP ENCLOSED FRONTO HORIZONTAL AND VERTICAL AROUND DOORS,AND SIDING(TYP.) STORM DOOR a% PORCH I.-I TRIM(TYP.) WINDOW (TYP.) Co am N 0 LEFT SIDE ELEVATION -wo z SCALE.1/4"::1'-0" VIII w IL 12 WN w 41U0 m t, ', 0 w 0. ASPHALT SHINGLES(TYP.) 16-5 7/16"TOP OF ROOF T -T-j...... W T 8 7-1 In -J. T' 7 17 U) --- rn of I f ' 1, i 1 V-7 7/16"TOP OF CARPORTa, z T- ---1 i , 1 1 1 1 -T- F 7, i 1 T- -r- - - -T- F-T 9'-11/8"BEARING HEIGHT C' 0.w Z5 CL W z S2 z ma –----- CZ --- -------- 0 U0 0'-0"FINISHED FLOOR -9-8w GREE 676"P.T.WOOD COLUMN 174"HARDIE TRIM BOARD 174"HARDIE TRIM BOARD FOR Date 09-29-15 WITH 2"X6"TRIM TOP AND HARDIEBOARD LAP AROUND DOORS,AND HORIZONTAL AND VERTICAL i BOTTOM(TYP.) SIDING(TYP.) WINDOWS(TYP.) TRIM(TYP.) Scale AS SHOWN. Z RIGHT SIDE ELEVATION Job Ck: SCALE:114"= V-0" 0 FILE COPY shee' (9 02 lu A2m 1 F2 C'%k-Jsers\8i11 Shields\Google Drive\1-DrAwings\RPC\Master's Residence\2016-04-13 Masters Residence-dwg,4/13/201611:08:55 AM R703.8 FLASHING. 274"OUTRIGGER @ 48"O.C. BLOCKING REQUIRED APPROVED CORROSION-RESISTANT FLASHING SHALL BE APPLIED SHINGLE-FASHION BETWEEN OUTRIGGERS IN SUCH A MANOR TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SIMPSON A35 HURRICANE CLIP H-25 OR THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH, EQUAL @ 48"O.C. APPROVED ANTI-CORROSION RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF 7/16"STRUCTURAL ROOF 274"BLOCKING @ SHEATHING THE FOLLOWING LOCATIONS: SHEATHING JOINT 4'FROM GABLE END 2"x4"RAFTER CONT, 1.AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH F FRAME OR STUCCO WALLS,WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO V COPINGS. z 2.UNDER AND AT THE ENDS OF MASONRY,WOOD OR METAL COPINGS AND SILLS. SHINGLE STRIP © � 7uu 3.CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 274"SCAB CONT.TOP TOLu 4.WHERE EXTERIOR PORCHES,DECKS OR STAIRS ATTACH TO A WALL OR FLOOR BOTTOM CHORD @ T FROM FASCIA w czn ASSEMBLY OR WOOD FRAMED CONSTRUCTION. GABLE DOUBLE TOP PLATE cL Q 5.AT ALL WALL AND ROOD INTERSECTIONS. w N 6.AT BUILT IN GUTTERS. 3-124 NAILS TYPICAL AT CONT.2"X4"SCAB FROM TOP TO Q BOTTOM CHORD @ X-BRACING O X-BRACING (PROVIDE ADDITIONAL 274"S @ N VERTICAL IF HIGHER THAN 48" °C VALLEY SHINGLE INSTALLATION: CONT.Z"X4"X8'SYP.LATERAL TO FORMAN'L'SHAPE) z INSTALL SHINGLES USING WEAVE METHOD BRACE @ 48"O C ) o 1.EXTEND(1)FULL END SHINGLE MINIMUM 12"PAST CENTER 274"SCAB IF VERT.WEB IS LINE OF VALLEY.SEE MANUFACTURERS WRITTEN NOT PRESENT INSTRUCTIONS FOR ADDITIONAL INSTALL INFORMATION. Q 2.DO NOT NAIL MINIMUM 6"FROM VALLEY CENTER LINE. 274"STUDS @ 16"O.C. OVER PRE-ENGINEERED ASPHALT SHINGLES WOOD TRUSSES 274"BLOCKING @ 48"O.C, 274"BRACE @ 8' F �/� BETWEEN GABLE AND FIRST O.C. W O PRE-ENGINEERED TRUSS ROOF SYSTEM TRUSS �. N TRUSS/WALL CONNECTION SHALL BE H-2.5A H-1 v OR SDS SCREW TED IN ACCORDANCE WITH ASPHALT SHINGLES d � _ } . ATTIC IS UNVENTED TRUSS MANUFACTURER'S UPLIFT CRITERIA 24"WIDE METAL VALLEY TYP I GAL GABLE E N D (X-BMCING � m 12 FLASHING OVER 15#FELT SCALE:1/2"=1'-0" 'Q N j PRE-ENGINEERED TRUSS ROOF SYSTEM RP 14 Q OVER 7/16"OSB p 7116"OSB SHEATHING OR 112"CDX 1 W � � TRUSS f WALL CONNECTION SHALL BE H-2.5A,H-1 PLYWO D NAILED @ 4 O.C.EDGES AND VALLEY FLASHING DETAIL a O OR SDS SCREW RATED IN ACCORDANCE WITH 6 IN T E FIELD WITH 8D RING SHANK H H TRUSS MANUFACTURER'S UPLIFT CRITERIA NOT TO SCALE NOTE: 12 OPENING TO 5'WIDTH USE(1) a� RP 4 7116"OSB SHEATHING IOR 112"CDX A DOUBLE 2"X12" TPP4/6 TOP AND BOTTOM; PLYWOOD NAILED @ 4 O.C.EDGES AND #2 SYP BEAM PIPE BOOT OPENINGS V TO 7'WIDTH USE(2) o lw,, • , TPP4/6 TOP AND BOTTOM 6 IN THE FIELD WITH 8d RING SHANK GALVANIZED METAL FLANGE o er = TPP4/6 AT 32"O.C. a a 276"#2 SYP DOUBLE HARDIE BOARD AT a " TOP PLATE 717 CEILING 2X6 FASCIA ANCHOR BOLTS MAY BE LOCATED = b SOFFIT AT EITHER SIDE OF KING STUDS, m 16 SPRAY IN FOA ! r'i' o I , PLATE MUST BE CONT.BETWEEN N NOTE:TYPICAL BOLT AND KING STUD;ANCHOR o- SIMPSON BC4SR OR 2X FILLER BOARD -+- cv r 1 INSULATION EQUAL AT TOP OF STRAPPING(UNO) BOLTS MUST BE WITHIN 12"OF v o n, �r 3 518"GYP.BOARD 2X6 FASCIA EACH POST —PLUMBING S TACK F LASHING D ETA I L KING STUDS;1/2"0 X 8"A.B.@ 32" c > c & SOFFIT NOT TO SCALE p O.C.(TYP.) �,© © M ON u W Z * , X U p9 v C uu- a �a — 3 - CID 3: M 3 W STEPS (2)IN WATER SHEDDING FASHION,STARTING AT THE o N BASE OF THE WALL&WORKING TOWARDS THE TOP, 4 O JAMB FLASHING I v a INSTALL THE WRB TO THE FACE OF THE SHEATHING, O 1/2'THREADED ROD @ 48"O.C, CUT AT INVERTED"Y". APPLY CONT.SELF ADHESIVE FLASHING THAT EXTENDS TYPICAL HEADER ST RAP P I N G a t MAX.AND @EACH SIDE OF LL_a Q2 INSTALL 8"WIDE SELF ADHESIVE SILL FLASHING THAT AT LEAST 4"BEYOND ROUGH OPENING. J EXTENDS 4"BEYOND OPENING. SCALE: 112"=1'-�" q- c N OPENING AND EACH CORNER(TYP.) �3 N APPLY BEAD OF SEALANT AT BACK OF WINDOW SECURE WRB FLANGE&SET WINDOW USING PAN HEAD SCREWS AT HEAD �, Z TO FACILITATE INSPECTION, °Q ®APPLY A 4"SELF ADHESIVE JAMB FLASHING OVERLAPPING THE rL WINDOW FLANGE EXTENDED 4'PAST THE ROUGH OPENING. a I(I ( m Q APPLY A 4"SELF ADHESIVE HEAD FLASHING OVERLAPPING THE w I? R13 INSULATION WINDOW FLANGE EXTENDED 4"PAST THE ROUGH OPENING. Q FLASHING AT HEAD EXTENDS «, 1'BEYOND JAMB FLASHING. ®REMOVE PREVIOUSLY APPLIED TAPE, C° ? ALLOWING WRB TO LAY FLAT OVER HEAD (5)HEAD FLASHING Cn FLASHING.APPLY NEW SHEATHING TAPE EMBED BOTTOM OF THE HEAD FLASHING +; 0:rY 6"X6" COLUMN OVER DIAGONAL CUT-SEE DIAGRAM. AGAINST THE PREVIOUSLY APPLIED o $ Z SEALANT(FLASHING GOES OVER SEALANT). 6i Q JAMB FLASHING EXTEND HEAD FLASHING BEYOND EACH o� EXTEND JAMB FLASHING TO I JAMB FLASHING.FASTEN IN PLACE. a5 OVERLAP SILL FLASHING. EXTEND NEW HARDIE LAP SIDING WITH 8" JAMB FLASHING 9-112"ABOVE Q REVEAL OVER TYVEK AIR INFILTRATION ROUGH OPENING AT HEAD.TUCK ' BARRIER OVER 112"CDX PLYWOOD TOP OF JAMB FLASHING UNDER a THE FLAP OF WRB AT THE HEAD, jA NAILED @ 4 O.C.EDGES AND 6 IN THE SEE DIAGRAM. 0 FIELD WITH 8D RING SHANK A o 88 N > 276"#2 SYP @ 16"O.C. CT x 1DWEATHER RESISTANT BARRIER(WRB) APPROVED WEATHER BARRIER OVER USB0 AT A 45 DEGREE ANGLE, 1 1 2 CAREFULLY CUT THE BARRIER ON A SEALANT DIAGONAL. GENTLY RAISE THE TOP INSTALL 4"WIDE SELF-ADHERING EDGE518"TYPE"X"GYP.BOARD 4"CONC.SLAB WITH FIBER TAPE o E TOP CORNERS AND THE BARRIER UP AND SILL FLASHING O : MEMBRANE FLASHING OVERLAPPING DOOR , o CENTER TO THE EXTERIOR WRB SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, FRAME BY 1/4 AND 1 BEYOND DOOR JAMB 6 a a. MESH REINFORCEMENT FINISHED GRADE SURFACE ABOVE. PLUMB AND LEVEL CONDITION. USE CORROSION 6 2"X6"#2 BORATE SYP INSTALL CONTINUOUS n RESISTANT FASTENERS FASTEN WINDOWS PER ''' " " +✓ WINDOW MANUFACTURER SPECIFICATIONS. " Z SEAL-SEAL FOAM GASKET INSTALL 4 WIDE SELF-ADHERING z N "' SECTION A-A MEMBRANE FLASHING OVERLAPPING 1 THROUGH WINDOW JAMB . � DOOR FRAME BY 114" t o CUT 9 LINE SEALANT BEAD BEHIND MOUNTING CUT WEATHER BARRIER IN AND ` INTERIOR VIEW o 4"CONC.SLAB WITH FIBER SIMPSON ABU66 FLANGE. TOP LEFT CORNER OF WINDOW AROUND JAMBS MESH REINFORCEMENT AT POST BASE SET THRESHOLD IN BED OF SEALANT---, L-1 LJ = , < IRS - "„ Date 09-29-15 PROPOSED 24724712" (Z)#5 BARS CONT. FLASHING CONCRETE FOOTER WITH(2) II II scale AS SHOWN 6 1 L 2' L #5 BARS E.W.(TYP.) WEATHER RESITIVE BARRIER(WRB)APPLIED PRIOR TO THE WINDOW INSTALLATION. Z Z FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. Job N 1/A3.1 - TYPICAL WALL SECTION 2/A3.1 - COLUMN AT CARPO TIPORGH d WINDOW INSTALLATION DOOR FLASHING INSTALLATION AND T -* Sheet 00 SCALE: 1"=V-0" opy SCALE: 1"=1'-0' SCALE:N.T.S. SCALE:N.T.S. _ Al 1 o� C Users`$ll Shields%'Goog€e Dri,:e\l Qrawings\RPC\,Master's Residence\2016-04-13 Masters Resldence,dwg.4/13J201611:08:56 AM