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457 SAILFISH DR - DRAWINGS OPT 32" BARN DOOR GENERAL P.H. z w NOTES TABLE OF CONTENTS z VENT CALCULATIONS* _j A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY BUILDING CODE: 2014 FBC RESIDENTIAL 5th ADDITION VENTED SOFFIT PG DESCRIPTION OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING VENTILATED ATTIC AREA=2203 2014 FBC PLUMBING FLOOR PLAN 3 0 X 2203 = 7.34 SQ FT 1 INSPECTORS USE PRIOR TO FRAMING INSPECTION. Y340 X 144 1056 SQ IN TOTAL NET FREE VENT AREA R & S a: 2014 FBC MECHANICAL 1056 X 50% 528 IN NET FREE 2 ELEVATIONS 0 2011 NEC 80 LN FT OF SOFFIT = 528 IN NET MEE PARKING BUMPER (IF REQUIRED) MUST BE INSTALLED BEFORE C.O. Lf-) SOFFIT = 6.55 IN NET FREE PER LN FT 3 ELECTRICAL co JAX BEACH DEVELOPMENT CODE x 5/8" TYPE "X" GYP BOARD REQUIRED ON CLG PER R302.6 OFF-RIDGE VENTS Ln C4 VENTILATED ATTIC AREA=2203 D DETAILS CL 1/300 X 2203 = 7.34 SQ F-" 0 HVAC PENETRATING RATED ASSEMBLIES TO COMPLY W FBC R302.5 CONSTRUCTION TYPE: 513 7.34 X 144 1056 SQ IN TOTAL NET FREE VENT AREA I UNDER STAIR PROTECTION TO COMPLY WITH FBC R302.7 (IF ACCESSIBLE) OCCUPANCY CLASS: R-3 1056 X 50% 528 IN NET FREE W, I C, ow; .2-6' & 1-4' ORV REQUIRED 1-4' ORV = 144 IN NET FREE ENGINEERING PAGES o' 5'-4 0, 1-6' ORV = 216 IN NET FREE 00 '0 6 6'! STEEL TUB 18, o" NO SOFFIT VENTS IN SOFFITS THAT PROJECT WITHIN 5' OR OF PROPERTY LINE, R & S P R E-LLL.LJ�B \sz % 0 P T TU3 P9 6" 41� 4" CONC Qo cov, 'F- ORCH SLAB OPT10NAL ENGR BEAM QD PRE-E r% r% 48'-8" 1 �(TYPICAL) I V-5" 19'--0 18,--) 4"X4" P.T. POST 7'-0 18,_0 oe JA -DORCH CD COV, [ < < LLj A T!1 0 OPTIONAL LL1 m 20'_11 0 2 7'-9 18'0*Xl2'0" 40 m z Lij LLJ PATIO % % % Ly - 7'O"X4'Ow F" 0 2'-10" -I m -t 6 oe 4 .. .......... % % EE� 6068 FR 3050SH 0 P T 3�5 O'S H OPT 3�f-D"_ SH 3050SH 3 O'D 0 S H T 2'-2 SLOPE TO 4" CONC. SLAB REINFORCED W/ EITHER 6x6 0 W N E 10/10 WWM OR FIBER MESH ON 6 MIL VAPOR BED � 2_ 18'3"Xl 2'11 BARRIER OVER CLEAN, COMPACTED FILL. SEE i 1 1'5"Xl 0'8" 1 ARCHITECTURAL DRAWINGS AND 8' CLG, n Ln 8' CL& SPECIFICATIONS FOR INSECT AND DECAY FAWLY RM . RESISTANCE CONSTRUCTION PRACTICES. PROCESSES AND TREATMENTS TO MEET 17'8"Xl 76 APPLICABLE CODE REQUIREMENTS. 0-) 9' CLG. 00 u I V-1 0 cl 7" 2 6 3'- 10" e - 6 JJ` _2' J4,J* 40 10 17'-114 18'-44 12'-4" 0 op JJ` 5 CD 0615 BI-PASS u 0 PRE-FAB TUB OR cn j�' CN IT cn OPT 32" BAR4 DO�R CN STEEL TUB -100 R & S CL I i _23 z Ln w LED' P.H. z mt ul - 5'-6 C-0 :3 PRE�FAB TUB 00 or < OR 00 z _0 0 S EEL , I � - cy 8 w (_D 1 4'-8" --o" '-) z 0 U B Z 2'--6 4' I - Q0 I i e_ I % #4 40 42"/2X6.KNEE WALL[ 6 TB W 16 BAR JQP -T: J* to OPT rr)100 x �o 0 a: 04 R & S I Z\-v 0 a. 0 % 6'-8 A BATH 0 Ln 00 6' ULG w Ff::: _j CIL OPT < > i : m 00 J T' 'L_ I TY CD co SHOWER 0 Qo u�r1_11 D m 0 00 oc-� 00 L IF -1 L 2X4 MALL �P CL -L C! 0 X6'-5 5_8" SiE STRUCTURAL PLAN , FOR 4'-S 1 5'-4 00 0 — --�oo------------Z___ 04 , w CI ozoo ER cn 0 0 0� SEE STRUCTURAL PLANS FOR ALL SLAY� NFORMAflON AND S� ZES 1 1 0 a. % 0 CD < R S 0 -co I_- b, I I I % BED � 3 1 L 10 %N % CL CURB 0 FIRE RATED F3. 1 1'5"Xl 0'7" SELF CLOSING A/C WH 7" 13'-0" ----j 8' CLG, ;z I DOOR 01 MT 0 00 Q-0 9' CLG. %____ I -1 CURB 0 CD �Jo U.J z PROVIDE PROTECTION 4'--8 2'-4 CL ATTIC PER FBC R P2801.4 OPT ACCESS � p 22"X30m PARKING BUMPER 4'x4f SLAB OPT MIN 2868 (N 2'-2 4068 61-PASQ A R A C E R & S 18'3"X20'6" 1 0 0 CN R & S 8' CLC. OPT 0 1 4'x8f SLAB 0 CN 4068 I-PASS Ln CN 4'-8" 13'-6" 18'-7" 0 �o 0 17_0�/ER CN 0 9' CLC. D N N G 0 CN 16 13'0"Xl 0'0" 9' CLG, 0 BED , 4 4'-4 12'-1 00 3'--4 (2) 3050SH op W—CONC-- 0:0 HB 1 1'5"Xl 0'7" co 0 Sv SLAB 8' CLG. -1 Q0 co cov� r% 6'-10" 6'- 6 co 0 00 12'-1 N T R Y-" HB co oc _s 9' CLG. =3j OFFICE COPY CD 4050SH 16'X7' O.H. GARAGE DOOR 0 C 8 Revised: e 2/25/16 AREA EVALUATION IF SHOWER HAS GLASS ENCLOSUREP" 9' _5 2 9'-52 A/C ARF� 1760 SO FT SAFETY GLAZING REQUIRED PER OT FBC R—3Q8.4.5 GARAGE 430 SO FT 1 V-1 4" FNTRYPORCH 105 SO FT 40 6'-0 9,--52 9'_5 e_ 2 2 4'-4 6'-10 2 .41 _00 TOTAL UNDER ROOF 2295 SO FT oe 4'-8 13'-4 REAR PATIO 28 SO FT 40 48'-8" FOUNDATION 1" LUMBING L OPT. REAR PORCH 216 SO FTJ F LOOR PLAN 762 R T '3� 10 Db FS'T E E F 6 6068 FR (77FAB 0 R STEEL 00 /0 c 180 P55 -<4 C4 ER N (o 7'-5 STONEBASE WV TAPERED COLUM 12 OPT COLUMN 12 5 FIBERGLASS SHINGLES HARDI T-111 FIBERGLASS SHINGLES 5 12 (J** u W-1 1/8" PLATE HARDI T-111 < 8'—1 1/8" PLATE 8--1 1/8- PLATE 8--1 1/8- PLATE u 4" TRIM 4 4" TRIM TRIM L u 0 HARDI T-111 -71 HARDI T-111 22"X60" OPT. \"4"X4" P.T. POST ELEVA-110N ASHUTTERS WRAP TO 8" DDE ELLVAT0N OPTIONAL BRICK FRONT ONLY < OPTIONAL LAP SIDING FRONT ONLY 12 12 FIBERGLASS SHINGLES FIBERGLASS SHINGLES + —91--1 1/8- PLATE 8'—1 1/8" PLATE 8'—1 1/8"—PLATE 8'—1 1/8" PLATE + + 4 4" 4" TRIM TRIM TRIM 4" 4' 4" 4" OFFICE COP IRIM TRU I TRIM HARDI T-111 HARDI T-111 4" TRIM Revised: 2/25/16 REAR ELEVATION SDE FLFVAT� ON 1762 RT 'ED, OPT IF SIDES ARE FIREBLOCKED ALL VENTS TO E L E C T R I C A L BE ON THE FRdNT AND REAR L F G E N D OPT THE LOCATIONS AND QUANITIES OF OUTLETS, SWITCHES, AND FIXTURES ON THIS PLAN MAY VARY IN THE OFT L ACTUAL HOUSE DUE TO LOCAL BUILDING CODES AND 0 V, P 0 R C H //Z' THE LOCATION OF BUILDING MATERIALS. OPT OPT y 0 PT 10 110 DUPLEX OUTLET WEATHER-PROOF OUTLET PAT� O OPT TUB (D--::Wp 220 OUTLET FCI SPECIAL PURPOSE OUTLFT wp .................. CEILING OUTLET AFI PH WAR PAR 3� VAR b"�- SWITCH .... 3-WAY SWITCH OWNERS B E D CEILING LIGHT OPT OPT OPT OPT PULL-CHAIN AR AR IF SOFFIT EXTENDS LESS THAN 5' 4— XTENDS LESS THAN 59 OF PROPERTY LINE FIRE BLOCK CAT�o AFI IF SOFFIT E AR OF PROPERTY LINE FIRE BLOCK THIS AREA. SEE bETAIL SHEET CATV AF: THIS AREA. SEE bETAIL SHEET WALL LICH-l' CATV RECESSED LIGHT r! OPT OPT EXHAUST FAN AR SOD EXHAUST FAN W/ A LIGH OPT UT AR WIRE/BRACE FOR O��D CEILING FAN W/ Fl LIGHT ol 0 SINGLE FLOOD OPT� DBL. FLOOD OPT OPT PEND B H 2 OPT P k EE3 GARAGE DOOR OPENER .(�_�N \ _/ 3-1- W �7p� SMOKE DETECTOR OPT PEN F GFI I GFI U fl U 1- SMOKE DETECTOR 0 ?Fl 0 P T oc Fl D IF SIDES ARE FIREBLOCKED, ALL VENTS TO CARE30N DIOXIDE DFTECT. BE ON THE FRONT AND REAR L__j ELECTRICAL 3 u 3 PANFI_ BOX AR SPD 0 LLJ 00 OPT cj� 0 z Lllo� CATV _DAF)ljo FO 7PT 0< �o GFI SOFFIT BLOCKING IF WITHIN 1 /8 ' 0 oFcl V 0 K !, T GFI AR GFI 5 ' OF PROPRTY LINE C W H A/C 0 u CATV 0 AR Lu ��P�c BED , (n A nc ACZESS L AR L AR OPI OPT S-D F 0 Y'E_r� DNNG 3 AR CATV AR BED , 4 00 GFC1 E WP GARAG AFI cov� 0 ENTRY 6' ORV > OPT OPT E ry 0 ALL F� XTURES TO BE Cl"L OR LED 0 ALL OUTLETS THAT ARE NOT GFI TO BE AFCI PROTECTED ELEC __[_R � CAL PLAN OFFICE COPY Revised: 2/25/16 ROOF LAYOUT 1762 RT FOR STEMWALL AND BLOCK COI STRUCTION FOR STEMWALL AND BLOCK CONSTRUCTION FOR STEMWALL AND BLOCK CONSTRUCTION FOR STEMWALL AND BLOCK CONSTRUCTION SEE ENGINEERING SHEETS SEE ENGINEERING SHEETS SEE ENGINEERING SHEETS SEE ENGINEERING SHEETS R703.8 FLASHINGi APPROVED CORROSION-RESISTANT FLASHING SHALL BE APPLIED SHINGLE-FASHION IN SUCH 16" O.H. 16" O.H. 16" O.H. 16" O.H. A MANOR TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING UNLESS FIBERGLASS SHINGLES UNLESS FIBERGLASS SHINGLES UNLESS FIBERGLASS SHINGLES UNLESS FIBERGLASS SHINGLES STRUCTURAL FRAMING COMPONENTS, THE FLASHINGSHALL EXTEND TO THE SURFACE OF THE ECTERIOR WALL I OTHERWISE FINISH. APPROVED ANTI-CORROSION RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS. OTHERWISE OTHERWISE OTHERWISE NOTED NOTED NOTED NOTED 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONARY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH IF WITHIN 5' OF PROF IF WITHIN 5' OF PRDFO�RTY, IF WITHIN 5' OF PROP RTY0 PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS IF WITHIN 5' OF PROPERTY, FIRE BLOCK BETWEEN TRUSSES FIRE BLOCK BETWEEN TRUSSES FIRE BLOCK BETWEEN RUSSES FIRE BLOCK BETWEEN TRUSSES TO BOTTOM OF ROOF ] ECK TO BOTTOM OF ROOF ECK TO BOTTOM OF ROOF DtCK 3. UNDER AND AT THE ENDS OF MASONARY, WOOD OR METAL COPINGS AND SILLS TO BOTTOM OF ROOF D7_CK -P., 'it FIRE CAULKED r fir In FIRE CAULKED 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM FIRE CAULKED FIRE CAULKED (SEE BELOW) (SEE BELOW) (SEE BELOW) (SEE BELOW) 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD-FRAMED CONSTRUCTION LR-38 INSULATION R-38 INSULATION LR-38 INSULATION R-38 INSULATION 6. AT WALL AND ROOF INTERSECTIONS 7. AT BUILT-IN GUTTERS FASCIA STYL A FASCIA STYL FASCIA STYL FASCIA STYLE, PER BUILDER PER BUILDER PER BUILDER PER BUILDER .—DRYWALL OR OTHER INTERIOR DRY%ALL OR OTHER INTERIOR DRYWALL OR OTHER INTERIOR -'.—DRYWALL OR OTHER INTERIOR VALLEY SHINGLE INSTALATIONi FINISH MATERIAL, IF APPLICABLE FINISH MATERIAL.. IF APPLICABLE FINISH MATERIAL, IF APPLICABLE FINISH MATERIAL, IF APPLICABLE INSTALL SHINGLES USING WEAVE METHOD VINYL SOFFIT <TYP. VINYL SOFFIT (TYP. VINYL SOFFIT (TYP VINYL SOFFIT (TYP 1. EXTEND (1) FULL END SHINGLE MIN 12' PAST CENTER LINE OF VALLEY. SEE WRITTEN MANUF WRITTEN INSTRUCTION FOR ADDITIONAL INST INSTRUCTION BRICK VENEER 4x8 HARDY SIDING STUCCO/STONE VENEER HARDY LAP SIDING INFORMATION. OR T-111 FINISH FLOOR, 7/16' OSB W/ FINISH FLOOR, 2. DO NOT NAIL MIN 6' FROM VALLEY CENTER LINE 7/16' OSB W/ FINISH FLOOR, VAPOR BARIER FINISH FLOOR, 7/16' OSB W/ VAPOR BARIER AS NOTED ELSEWHERE VAPOR BARIER AS NOTED ELSEWHERE AS NOTED ELSEWHERE VAPOR BARIER AS NOTED ELSEWHERE R-13 INSULATION R-13 INSULATION R-13 INSULATION R-13 INSULATION 1' AIR SPACE - i a � a . A 'a .. . . A r r SEE BRICK FOUNDATION . . 4 . . . I . . . * ' .9 ' !A' . ' A .9 ' ' 4 A -.4 DETAIL _4 ..4 - !C..'4 A OVER PRE-ENG WOOD TRUSSES A A.* A A CA 24' WIDE METAL VALLEY FLASHING OVER 15# FELT OVER 7/16' OSB TYPICAL WALL SECTIO� TYPICAL WALL SECTION- TYPICAL WALL SECTION- TYPICAL WALL SECTION- NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOTE, THIS WALL SECTION IS FOR AESTHETI- PURPOSES ONLY. NOTE, THIS WALL SECTION IS FOR AESTHETIC PURPOSES ONLY. NOTE, THIS WALL SECTION IS FOR AESTHETIC PURPOSES ONLY. NOTE, THIS WALL SECTION IS FOR AESTHETIC PURPOSES ONLY. VERIFY ALL CONDITIONS SHOWN WITH BUILDER, STRUCTURAL VERIFY ALL CONDITIONS SHOWN WITH BUILDER, STRUCTURAL VERIFY ALL CONDITIONS SHOWN WITH BUILDER. STRUCTURAL VERIFY ALL CONDITIONS SHOWN WITH BUILDER. STRUCTURAL CONDITIONS ARE DESCRIBED IN DETAIL ON SHEET ST1. CONDITIONS ARE DESCRIBED IN DETAIL ON SHEET ST1. CONDITIONS ARE DESCRIBED IN DETAIL ON SHEET ST1. CONDITIONS ARE DESCRIBED IN DETAIL ON SHEET ST1. VALLEY FLASHING. FIBERGLASS SHINGLES STEMWALL OPTION NOT TO SCALE TO BE USED WITH ANY DETAIL ABOVE 2X BLOCKING FINISH FLOORj AS NOTED ELSEWHERE FIRE CAULKED R-38 INSULATION R13 INSULATION IF AHU IS L 0 C A T E D I N GARAGE IF WITHIN 5' OF PROPERTY, I PROVIDE FIRE BLOCKING FOR DUCT FIRE BLOCK BETWEEN TRUSSES STEMWALL TO BOTTOM OF ROOF DECK PENETRATIONS FBC R - 302 , 11 # 4 FIRE CAULKED J I FT- FIBERGLASS SHINGLE ROOFING OVER FLASHING DETAILS and SHINGLE INFORMATION UNDERLAYMENT SHINGLES SCALE: 1/2"=V-0" PROVIDE PROTECTION FOR AHU & WH INSTALL SHINGLES OVER 2 3/4" TYPICAL WALL SECTION ORV VENT FLANGE AT HEAD UL CLASS A FIRE RATING: VALLEY FLASHING: FASTENING: LOCATED IN GARAGE FROM VEHICLE IMPACT D 4-11 or 12 GAUGE ASTM D 3018, TYPE 1 26 GA GALVANIZE NOT TO SCALE - 1307 , 1 GALVANIZED METAL ORV W/ BAFFLE NAILS 1 1/4"LONG 18"WIDE FLASHING 511 04 A N C E W / FBC R SET IN PLASTIC ROOF CEMENT OR .............................. w 3/8-DIA.HEAD SEALANT UL WIND RESISTANCE: NOTE, THIS WALL SECTION IS FOR AESTHETIC PURPOSES ONLY, "I_7 26 GA.GALVANIZED Cq VERIFY ALL CONDITIONS SHOWN WITH BUILDER. STRUCTURAL ASTM D 3161,TYPE I Z"FLASHING 511 3/8"or 5/8" CONDITIONS ARE DESCRIBED IN DETAIL ON SHEET ST1. (MODIFIED TO 11 OMPH) C I SCREEN (WHERE EXTERIOR BUILDING 32 GA.GALVANIZED PANELS JOIN HORIZONTALY) 26 GA.GALVAN IZED 26 GA.GALVANIZED "Z"FLASHING 16" O.H. 2 1/2"METAL D, IP EDGE 5 X 5 ANGLE FLASHING FIBERGLASS SHINGLES IF SOFFIT IS WITHIN 5 ' FROM PROPERTY INSTALL ORV FLANGE 26 GA.GALVANIZED (NOT To SCALE (NOT TO SCALE UNLESS OVER SHINGLES AT 12 5 X 5 ANGLE FLASHING A B C OTHERWISE BASE FIBERGLASS SHINGLES SE B (WHERE CHIMNEYS AND L NOTED LINE ) SOFFIT TO BE FIRE RESISTANT 7/16' OSB OVER ON 15#FELT ELEV. WALLS MEET ROOF) PIPE BOOT IF WITHIN 5' OF PROPE TY., ENG WOOD TRUSSES OVER 7/16"O.S.B. b FIRE BLOCK BETWEEN TRUSSES PER FBC R302 , 1 W1 1/2"CLIPS —PRE-ENGINEERED GALVANIZED METAL TO BOTTOM*OF ROOF DE-_K TRUSSES @ 24"O.C. FLANGE FIRE CAULKED R-30 INSULATION A 1/2"CEILING BOARD LR-38 INSULATION 2X6 FASCIA or 50SHEETROCK WHANDRAIL NOTE: 26 GA.GALVANIZED DOUBLE 2x TOP PLATE DEPENDING ON FIELD CONDIT OFF RIDGE VENT 2 1/2"METAL DRIP EDGE W1 APPROV.HURRICANE FASCIA STYL DEMINSIONS MAY VARY BUT MUST (SEE ELEV.FOR FASCIA TYPE) jqk ANCHOR AT ENDS OF PLUMBING STACK FLASHING DETAIL PER BUILDER NOT TO SCALE VINYL SOFFIT EACH TRUSS (NOT TO SCALE) DRYWALL OR OTHER INTERIOR COMPLY W/ 2014 FLORIDA BUILDING CODES FINISH MATERIAL., IF APPLICABLE 5tH ADDITION R311,7,8 FOR HANDRAIL VINYL SOFFIT (TYP.. HEIGHT, CONTINUITY, AND SIZE. WATER HEATER-, OL a )KHEIGHTMUST BE BETWEEN 34'-38' MEASURED P2811.5 Required pan. Where water heaters or hot water storage tanks are installed above the ground f Loor space, or In attics or ceILIng areas, or within the habitable space, the t nk or w ter heater shalt be Installed In a plvanized steel or other metaLa pan of eaual corrosion resistance having a minimum thickness of 24 gage, 0,0276 Inch (0,70 mm), Electric woLt-r heaters shall. be InstalLed In a metal pan SEE ELEVATIONS FO VERTICALLY FROM SLOPED PLANE as herein required or n a high-impact plastic pan of t least 0.0625 Inch <1.59 mm) thickness. EXTERIOR FINISH MATERIAL )KC[INTINUITY:HANDRAIL MUST BE CONTILIOUS P2801.5.1 Pan size and drain. The pan shalt be not less than 11/2 Inches (38 mm) deep and shalt be of suf f Icient size and shape to receive aLL dripping or condensoLte from the tank or water heater, The pan shalt be drained by an Indirect waste pipe having a minimum diameter of 3/4 Inch (19 mm), Piping f or saf ety pan drains shalt be of those materIaLs Listed In Table F'2904,5, THROUGH FULL LENGTH OF FLIGHT FROM POINT DIRECTLY C) ABOVE HIEGHEST RISER TO POINT DIRECTLY ABOVE LOWEST P2801.5,2 Pan drain termination. The pan drain shalt extend f uL(-size and terminate over a suitably located Indirect waste receptor or shalt RISER. HANDRAIL ENDS SHOULD TERMINATE IN NEWEL ot less than 6 Inches (152 mm) and not more than 24 Inches (610 mm) above the adjacent ground surface 1/2"CEILING BOARD extend to the exterior of the building and terminate n POSTS DR SAFETY TERMINAL OR RETURN TO WALL. 16"FLOOR TRUSS HANDRAILS SHALL BE ALLOWED TO BE INTERRUPTED BY APPLIAN E IN A TIC, NEWEL POSTS. M130513 Appliances In attics, Attics containinV appliances re�ulring access shalt be provided with an openin 0� assagewa6 Large enough 0 aRow remova of the Largest appliance The WB sh , L )KSIZESHALL HAVE OUTSIDE DIAMETER B/-V41-2' IF and unobstructed k PfeestRT32 mm) In not be Less than A Inclies 62 mm) high and 22 Inches <559 mm) wide and not more t an 6 erLine of the passageway from the attic access opening to the appliance's CIRCULAR. SHALL HAVE B/T 4'-6' PERIMETER IF NOT Length measured along the cent rervIce pineL. The passa eway shalt ave contIn us solid f Loorig? not Less Van 24 Inches (610 mm) wide, A CIRCULAR, evei. space not iess th, mm) deep an se vce t Inches �76r d inches (76 mm) wide shalt Ipe present at the f ront or service side of the appliance. I he clear access opening dimensions shalt be a minimum of 20 inches Iby 30 Inches <508 mm by 762 mm), where such dimensions are Large enough to allow removal of the largest appliance AHU IN GARAGE FINISH FLOOR, If AHU 14-, Located In garage, provide fire blocking per 2014 FBC R302,11 Item #4 AS NOTED ELSEWHERE Provide protection from vehicle Impact In compLIance with 2014 FBC R1307.3.1 IF SHOWER HAS GLASS ENCLOSURE ) R-13 INSULATION— )KGUARDRAIL NOTE: wSTAIR NOTE: SAFETY GLAZING REQUIRED PER DEPENDING ON FIELD CONDITIO DEPENDING ON FIELD CONDITIONS., OFFICE COPY DEMINSIONS MAY VARY BUT DEMINSIONS MAY VARY BUT MUST 1, APPROVED WEATHER BARRIER OVER OSD----__" FBC R - 308 4 , 5 ..4 COMPLY W/ 2014 FLORIDA BUILDING CODES COMPLY W/ 2014 FLORIDA BUILDING CODES 2. CUT WEATHER BARRIER IN AND 5th ADDITION R312 FOR GUARDRAIL 5th ADDITION R311,7 FOR TREAD DEPTH AROUND JAMBS REQUIREMENTS AND OPENINGS AND RISER HEIGHTS AND STAIR WIDTHS. 5. INSTALL 4' WIDE SELF-ADHERING MEMBRANE FLASHING OVERLAPPING DOOR FRAME BY 1/4r )KHEIGHT' SHALL BE 36- MIN, WHEN PORCH, $ALCONY, 734- MAX, W/ NO MORE THAN %- DIFFERENCE )KRISERS. Revised: 6. INSTALL 4' WIDE SELF-ADHERING MEMBRANE FLASHING OVERLAPPING DOOR FRAME BY 1/4" DRAFTSTOPPING AS [REQUIRED PER FOR STEMWALL AND BLOCK CONSTRUCTION OR RAISED FLOOR ECXEEDS 30' ABOVE FLOOR OR GRADE. B/T HEIGHEST AND LOWEST RISER, 1/11/16 AND 11 BEYOND DOOR JAMB SEE ENGINEERING SHEETS SHALL BE 34' ON OPEN SIDES OF STAIRS EXCEItDS 30' OR )KTREADS: 10' MINIMUM DEPTH W/ NO MORE THAN9W MORE ABOVE FLOOR OR GRAD� DIFFERENCE B/T LONGEST AND SHORTEST TREAD. 3. SET THRESHOLD IN BED OF SEALANT FBC R 3 0 2112 )KOPENINGS: SHALL HAVE INTERMEDIATE RAtLS OR THE SUM OF 2 TREADS AND 1 RISER TO BE NOT LESS THAN 4. INSTALL DOOR PER MANUFACTURES CLOSURES WHICH DO NOT ALLOW PASSAGE OF S�HEIRE 4' 24' AND NOT MORE THAN 25' WRITTEN INSTRUCTIONS 1 )KWIDTH., 36' MINIMUM CLEAR WIDTH ABOVE HANDRAIL OR GREATER IN DIAMETER. REQUIRED GUARDS V, THE SIDES OF STAIR TREADS SHALL NOT ALLOW SPHERE AND 31YZ BELOW HANDRAIL, TYPICALWALL SECTION 2&3 STORY GREATER THAN IN DIAMETER T-0 PASS THIRO�GH. DOOR FLASHING INSTALLATION AND DETAIL DETA L SHEET NOT TO SCALE MOISTURE BARRIER OR WEATHER MOISTURE BARRIER OR WEATHER WIRE LATHE MOISTURE BARRIER OR WEATHER MOISTURE BARRIER OR WRAP INSTALLATION PER CODE WRAP INSTALLATION PER CODE BACKING WRAP INSTALLATION PER CODE WEATHER WRAP INSTALLED PER INSTALLATION PER CODE CODE V41RE LATHE BACKING INSTALLED PER CODE O.S.B. SHEATING PER O.S.B. SHEATING PER CODE (--SIMULATED STONE WHEATHER WRAP kn O.S.B. SHEATI G PER WHEATHER WRAP TAPE 1-4 INSTALLED PER CODE (ALSO 0 CODE TING PER TAPE .S.B. SHEA CODE APPLICATION VINYL OR HARDIE WHEATHER WRAP TAPE CODE NOTED ON WINDOW z MM INSTALLED PER CODE (ALSO INSTALLED LAP SIDING INSTALLED PER CODE (ALSO STUCCO NOTED ON WINDOW PER LOCAL INATALLATION DETAIL) APPLICATION TO P-" NOTED ON WINDOW APPLICATION INATALLATION DETAIL) CODE MEET CODE INATALLATION DETAIL) TO MEET CODE 00?- 00?- kn ),$I'D �Ole 'J 0- 00?- 0? C' 5 C7\A tk co & iko (z) Ct .>� G\A El C)W) 04� LINTELS TO BE INSTALLED XIR SPAC:. PER CODE 00 OVER OPENINGS AND TO BE FLASHING TO BE DONE IN ACCORDENCE WITH INSTALLED PER CODE Cis LOCAL CODES U HEADER DETAIL (VINYL/HARDIE LAP) HEADER DETAIL (STONE) DETAL Mn SCAM HEADER DETAIL (BRICK) DETAX mn M SC" HEADER DETAIL (STUCCO) Di NOT O.S.B. SHEATING PER O.S.B. SHEATING PER CODE O.S.B. SHEATING PER CODE O.S.B. SHEATING PER CODE CODE N SECONDARY WEATHER N WINDOW TO BE SET IN TAPE TO BE SECONDARY WEATHER FRAMED ROUGH SECONDARY WEATHER WINDOW TO BE SET IN INSTALLED OVER WINDOW TO BE SET IN I TAPE TO BE SECONDARY WEATHER OPENING TAPE TO BE FRAMED ROUGH OPENING ENTIRE WINDOW FRAMEDROUGH /INSTALLED OVER WINDOW TO BE SET IN TAPE TO BE /INSTALLED OVER FLANGE PER CODE OPENING ENTIRE WINDOW FRAMED ROUGH INSTALLED OVER WEATHER WRAP TAPE INSTALLED OVER ENTIRE WINDOW WEATHER WRAP TAPE INSTALLED FLANGE PER CODE OPENING ENTIRE WINDOW WEATHER BARRIER AND OVERLAPPING FLANGE PER CODE WEATHER WRAP TAPE INSTALLED OVER FLANGE PER CODE SILL LUMBER OF FRAMED OPENING OVER WEATHER BARRIER AND WEATHER BARRIER AND OVERLAPPING WEATHER WRAP TAPE INSTALLED OVER OVERLAPPING SILL LUMBER OF SILL LUMBER OF FRAMED OPENING WEATHER BARRIER AND OVERLAPPING WEATHER BARRIER TO BE INSTALLED FRAMED OPENING WEATHER BARRIER TO BE SILL LUMBER OF FRAMED OPENING PER CODE OVERLAPPING ROUGH WEATHER BARRIER TO BE INSTALLED PER WEATHER BARRIER TO BE OPENING LUMBER WHERE NEEDED ENING WIRE LATHE BACKING INSTALLED PER CODE OVERLAPPI G INSTALLED PER CODE OVERLAPPI G CODE OVERLAPPING ROUGH OP INSTALLED PER CODE ROUGH OPENING LUMBER WHERE ROUGH OPENING LUMBER WHERE ROUGH LUMBER FORMING LUMBER WHERE NEEDED NEEDED NEEDED RAM FRAMED OPENING ROUGHLUMBER WIRE LATHE BACKING ROUGH LUMBER FORMING INSTALLED PER CODE SIMULATED STONE VINYL OR HARDIE LAP ROUGH LUMBER FORMING APPLICATION FRAMED OPENING `—SIDING APPLICATION FRAMED OPENING INSTALLED PER LOCAL TO MEET CODE FORMING FRAMED OPENING STUCCO APPLICATION O.S.B. SHEATING PER CODE TO MEET CODE CODE O.S.B. SHEATING PER O.S.B. SHEATING PER CODE O.S.B. SHEATING PER CODE AIR SPACE PER CODE--------, CODE `7 WINDOW SILL DETAIL (VINYL/HARDIE LAP) WINDOW SILL DETAIL (STONE) ol N"W Won WINDOW SILL DETAIL (BRICK.) offa Wr 10 MA WINDOW SILL DETAIL (STUCCO) Ol Wr 10 Oil OEM WT N SIM WINDOW INSTALLATION WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE VIND13W INSTALLATION. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. SECTION A THROUGH WINDOW JAM STEPS (DIN WATER SHEDDING FAS14ION, STARTING AT THE BASE[IF THE WALL L WGRl TOWARDS SEALANT XAI)--., P.T. 2x4 SILL PLATE THE TOP,INSTALL THE WRB BEH[ND MOUNTING T13 THE FACE OF THE FLANGE, W/ SEAL I-S SHALL HAVE THE EXT. SWATHM CUT AN INVERTED'Y' EXTERIOR WAL (DINSTALL 6'WIDESELF oillimsIvE SHEATHING RAISED OFF OF THE CONCRETE SILL FLAMI�MAT EXTENDS 4' FOUNDATION AND ALIGNED WITH THE FACE BEYOND OPENING GAM.Y DEAD OF SEALANT 5/8' TYPE 'X' GYP BOARD OF THE FOUNDATION AT WK[IF WINDOW ON CEILING. ALL PENETRATIONS FL44M&SET WINDOW USING AIRSPACE PAN WAD SCREWS TO FLASHING TO BE FIRE CAULKED AND STONE OVER LATH & BARRIER FACILITATE INSPECIMk SEALED -RUBBER FLASHING MEMBRANE QAPPLY A 41 SELF AV*:S1VE JAND JAMB FLASHING .0. FLAMM OVERLAPPING THE WINDOW FLANGE EXTENDED 41 APPLY CONT SELF ADHESIVE RAS14ING THAT FASCIA STYL PAST THE RIM OPENING EX7ENDS ATLEAST 4"BEYOND ROWH MNING 0 (DAPPLY A 4'SELF Awesm wo -WEEPHOLE @ 32" O.C. FLASHING OVERLAPPING THE PER BUILDER DRYWALL OR OTHER INTERIOR 4 1/4' WINDOW FLANGE EXTENDED 4' FINISH MATERIAL; IF APPLICABLE GROUT SOLID TERMINATE STONE AT BASE OF WOOD PAST TW RO"OPENING P RENOVE PREVIOUSLY APPLIED V, STRUCTURE PER ASTM C-929 A2.2.2 TAPE,ALLOVING WR2 TO LAY ECURE WRB VINYL SOFFIT (TYP. =I I 1=1 IT-, FLAT OVER WAD FLASHIN& AT HEAD z APPLY NEW SHEATHING TAPE OVER DIAGONAL CUT-SEE <-- DRIP SCREED PER ASTM 1063-03 DIAGRAN. CONCRETE SLAB ------------ FLAMING AT WAD EXTENDS 11 BEYOND JAMB FLASHIN& L 08EALBA21m Dam -YMD L WAD FLASl BE EAM"D FUMNQ GARAGE CLG WHERE LIVING SPACE ABOVE. BRICK @ FOUNDATION I ETAIL STONE APPLICATION DETAIL NOT TO SCALE oll NOTEi THIS WALL SECTION IS FOR AESTHETIC PURPOSES ONLY. VERIFY ALL CONDITIONS SHOWN WITH BUILDER, STRUCTURAL (DJAMB FLASHING-------,— A CONDITIONS ARE DESCRIBED IN DETAIL ON SHEET ST1. EXTEND JAND FLAMING TO OVERLAP SILL FLASKM EXTEND JAND FLAMM 8 4' ABOVE Ri OPENING AT WADl TUCK TOP OF SLALANT U JAND FLAMING UNDER TW FLAP CHIMNEY OF VRJ AT TW Chimneys shall extend at least 2 feet (610 mm) higher than any portion of a building within 10 feet (3048 mm) HEAD.SEE DIAGRAK SILL FLASHING MIN AND ADJUST WINDGV TO ACHIEVE m) above the highest point where the chimney passes through the roof. PLUME,AND LEVEL CONDITIBIL USE CORROSION 0 RESISTANT FASTENft FASTEN WINDOWS PER but shall not be less than 3 feet (914 m (D WINDOW NANUFACTURER SPECIFICATION& WEATHER RESISTANT All wood beams, joists, studs and other combustible material shall have BARRIER (WRB) AT A 45 DEGREE ANGLE,CAREFULLY CUT THE SPRINGED SELF CLOSING BARRIER 014 A DIAGONAl tG Y RTAM THE a clearance of not less than 2 inches (51 mm) from the front faces and HINGES TOP EDGE OF TW BARRIE1 TW TOP COMM AM CENTER TW To= WD SURFACE ADOVL sides of fireplaces and not less than 4 inches (102 mm) from the FIRE CAULKED INTERIOR VIEW 0 back faces of fireplaces. The air space shall not be filled, except MASONITE 20 MIN FIRE INSTALLED PER MANUF TOP LEFT CORNER OF WINDO to provide fire blocking RATED DOOR INSTALLATION INSTRUCTIONS CHIMNEY FLASHING DETAIL U SHINGLES SCALE: 1/2" 1'-0" __J 20 MIN FIRE RATED DOOR W/ SELF FASTENING: SELF CLOSING HINGES PER FBC R-302,5.1 $M TAW, I LAYERS 4-11 or 12 GAUGE OFFICE COPY 4" NAILS 1 1/4"LONG w 3/8"DIA.HEAD DOOR FROM GARAGE TO LIVING SPACE 'FAASTIK1.04,4T *Ar.,id INIV4 Mft Nro w NOT TO SCALE Revised: 26 GA.GALVANIZED -J 12/15/15 5X 5 ANGLE FLASH1NG U- (WHERE CHIMNEY Z. W-'sLOCKED *V4* MAIMRIAL,FM MEET ROOF) ORAN I AW PURFIl 12 Conventional stucco over wood should always be applied, as a three— coct system . Scratch coat = 3/8 inch FIBERGLASS SHINGLES SEE ON 15#FELT ELEV UJ oat — 1 / 8 inch t Jc The scratch coat must be scored thick, brown coct — 3 8 infh thick and fini -h c OVER 7/16"O.S.B. -J cc as soon as possible after the underlying U. 41 W1 1/2"CLIPS horizontclly on verticc sur es. Su, ccessive cocts should be a p ie 1\ coct has sufficient strength and rigidity to resist damage when the next coat is applied . A mist cure shall LL1 nditions. In wood frame construction , accent features ( foam , accent strips, :D J be maintained as needed for climatic co U- FOLLOW MANUFACTURERS banding , and trim.) should be installed over the brown coct, using INSTALATION INSTRUCTIONS trat he stucco. AND SPECS FOR INSTALLING adhesive and minimum fasteners pene ing t FIREPLACE GENERAL�NOTES: WOOD. D #2 S.P., DRY MAX 19%MOISTURE CONTENT U.N.O. CODE CONTRACTOR SHALL COORDINATE THESE STRUCTURAL DRAWINGS WITH 5RAWINGS OF OTHER ALL LUMBER SHALL BE DRESSE I FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL DySCIlP ALL VERIFY ALL DIMENSIONS ON THE JOB VERIFICATION OF ALL WOOD AND WOOD BASED MEMBERS EXPOSED TO WEATHER, IN DIRECT GROUND CONTACTr % LINES. CONTRACTOR SH EFABRICATED OR IN DIRECT CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE PRESERVATIVE MINIMUM DESIGN CRITERIA: EXISTING DIMENSIONS SHALL BE DONE PRIOR TO THE CONSTRUCTION 01:ANY PR N,TYPE,AND TREATED TO RESIST DECAY TO A LEVEL RATED FOR THE SPECIFIC APPLICATION. WIND LOADS: COMPONENTS. CONTRACTOR SHALL COORDINATE AND VERIFY THE SIZE -OCATIO BORATE TREATED WOOD SHALL ONLY BE USED FOR ABOVE GROUND CONTACT WITH CONCRETE DIRECTION OF ALL DEPRESSIONS, PADS, BOLTS, SLEEVES,ANCHORS, INEIERTS, OPENINGS, OR MASONRY APPLICATIONS. SUCH AS TOP OF SLAB PLATES AND LEDGERS. WIND SPEED: 130 ETC.TO BE SET OR CAST IN CONCRETE OR MASONRY PRIOR TO PLACEMENT. REGULAR INSPECTION AND MAINTENANCE OF WOOD, WOOD-BASED AND METAL PRODUCTS USED WIND EXPOSURE: c THESE PLANS ARE A STRUCTURAL REVIEW AND VALUE RECOMMENDATION ONLY. CHARLES P. IN OUTDOOR OR OTHER CORROSIVE ENVIRONMENTS OR APPLICATIONS IS NECESSARY FOR A DIGIACOMO ASSUMES NO LIABILITY FOR CONTRACTOR/BUILDER WORK AND INSPECTION OF SUCH CONTINUED, LONG TERM PERFORMANCE. ALL WEATHER PROOFING DESIGN, FLASHING ETC. IS NOT LOCATED IN THE COASTAL WIND-BORNE DEBRIS WORK DURING AND AFTER CONSTRUCTION OF ANY STRUCTURE CREATED FROM THESE PLANS. BY OTHERS. CONTRACTORS ARE RESPONSIBLE FOR THE MEANS AND METHODS OF C014STRUCTION AND SHALL LAMINATED VENEER LUMBER(LVL) SHALL HAVE A EXTREME FIBER STRESS IN BENDING OF 295U REGION. WINDOW PROTECTION FOR FLYING DEBRIS IS A.E.1. IONS. PSI MIN. AND 2xlOA6 PSI MODULUS OF ELASTICITY MIN. U.N.O. NOT REQUIRED BY CODE. ALOHA ENr.INE:ERINr. INC DO THEIR WORK IN CONFORMANCE WITH ALL APPLICABLE CODES AND REGULAT CH 2-PLY LVL WITH (3) ROWS OF.131"x,"' GUN NAILS 12" O.C. EACH FACE. U.N.O. CONTRACTOR SHALL DESIGN AND INSTALL ALL TEMPORARY SHORING REQUIRED TO STABILIZE ATTA NEW AND EXISTING STRUCTURES AND FOUNDATIONS UNTIL CONSTRUCTION IS COMPLETE. ATTACH 3 AND 4-PLY LVL WITH (2) ROWS OF 1/2" DIA. BOLTS 12" O.C. U.N.O. BUILDING CATEGORY: 11 770 WTKEMONT DR. INT. PRESSURE COEF: .18/ENCLOSED ORANGE PARK PLANS VOID TWELEVE MONTHS AFTER DATE OF SEAL FOR UPDATING TO CURRENT CODES AND FASTEN BUILT-UP BEAMS OF 2" NOMINAL DIMENSIONAL LUMBER ON EDGE WITH MIN. (2) ROWS BUILDING MEAN ROOF HEIGHT: 15 FT FLORIDA 32065 PRACTICES APPLICABLE AT THAT TIME. TT C E RT I F 1 0 AT E 0 F OF.131"x3" GUN NAILS 6" O.C. ONE ROW NEAR TOP EDGE AND ONE NEAR BO OM A U T H 0 R I Z A T 1 0 N FOUNDATION: ALLOWABLE-VASDDESIGN VALUES N 0. 31036 FOUNDATION HAS BEEN DESIGNED FOR A NON-EXPANSIVE MINIMUM SOI BEARING CAPACITY OF CONTRACTOR DECK AND STAIR HANDRAIL\STRINGER DESIGN AND ATTACHMENT TO BE COMPONENT AND CLADDING WALL OPENING PRESSURES 2000 PSF. OWNER/CONTRACTOR ASSUME ALL RESPONSIBILITY AND ASS)CIATED RISKS SUBMITTED FOR APPROVAL AND/OR CHANGES BEFORE CONSTRUCTION. INTERIOR EDGE REGARDING OBTAINING A SOIL INVESTIGATION. OWNER/CONTRACTOR S-iALL OBTAIN A SOIL OPENING SIZE(FrA2) PRESSURE(PSF) PRESSURE(PSF) BEARING CAPACITY AND SUITABILITY OF SUBSURFACE CONDITIONS REPORT FROM A ATTACH 2-PLY 2" NOM WOOD STUD CLUSTERS WITH .131"x3"GUN NAILS 6" O.C. EACH FACE. 0-10 +25,-27 +23,-42 REGISTERED GEOTECHNICAL ENGINEER. ALL REQUIREMENTS FOR SITE PREPARATION AND SOIL ATTACH ADDITIONAL PLIES WITH .131"x3" GUN NAILS 6" O.C. UP TO 4-PLIES. UNLESS NOTED 20 +24,-26 +22,-39 COMPACTION SPECIFIED IN THE SOILS REPORT SHALL BE FOLLOWED. OTHERWISE ON PLANS MIN. FASTENING OF ROUGH CARPENTRY SHALL BE PER CODE R602.2. so +22,-25 +20,-35 PON UNDISTURBED SOIL OR FILL CO IPACTED TO A DENSITY SHEATHING: 100 +21,-24 +19,-32 FOOTINGS AND SLAB SHALL BEAR U WALL SHEATHING: D BOARD END ZONE PRESSURES ARE WITHIN 3'OF ALL EXTERIOR AT LEAST 95% OF MODIFIED PROCTOR MAX. DRY DENSITY(ASTM-D 1557). FILL EXPOSURE I APA RATED, SHEATHING OR STRUCTURAL 1, PLYWOOD OR ORIENTED STRAIN SHALL BE TREATED WITH TERMITE POISON BEFORE SLAB IS PLACED OR OTHER MEANS OF (OSB). SPAN RATING NOT LESS THAN 24/161 THICKNESS NOT LESS THAN 7/16" U.N.O. OR CORNERS. PROTECTING STRUCTURE FROM WDO'S MUST BE INSTALLED AT A LATER )ATE. OTHERWISE REQUIRED BY VENEER MANUFACTURERS REQUIREMENTS. ATTACH WITH MIN. 8d NAILS AT 4" O.C. EDGES AND 12" O.C. FIELD. BLOCK ALL PANEL EDGES. GARAGE DOOR OPENING TO MEET: +21, -32 PSF ALLOWABLE Vasd DESIGN PRESSURES. CONCRETE: MINIMUM COMPRESSIVE DESIGN STRENGTH UF CONCRETE USED FOR FOJNDATION AND SLABS > SHALL BE 2500 PSI @ 28 DAYS. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 40 5/16" HARDI-PANEL MAY BE SUBSTITUTED FOR APA RATED SHEATHING ON SIDES OF HOUSE ONLY GRAVITY LOADS: Z. CEMENT IN WALLS AND FOOTINGS SHALL BE CONTINUOUS AT CORNERS OF EXTERIOR WALLS. ATTACH HARDI-PANEL SHEATHING TO ALL WOOD SUPPORTS W/.091", ROOF FLOOR LONGITUDINAL REINFOR OF REINFORCING .225" HD RING SHANK, 1.5" LONG NAIL PATTERN AT 4" O.C. ALL EDGES AND 8" O.C. FIELD. TOP CHORD LIVE: 20 PSF 40 PSF > AND INTERSECTIONS. MATCHING CORNER BARS SHALL BE USED. MINIMUM LAP BLOCK ALL PANEL EDGES. TOP CHORD DEAD: 7 PSF 10 PSF SHALL BE 40 BAR DIAMETERS, BUT NOT LESS THAN 20". Ln ALL CONCRETE SLABS ON GRADE SHALL BE 4" MIN.THICKNESS OVER MIN. 6 MIL. POLYTHYLENE ROOF SHEATHING: BOTTOM CHORD LIVE: 10 PSF 0 PSF TH FIBER-MESH REINFORCEMENT WITH EXPOSURE 1 APA RATED, SHEATHING OR STRUCTURAL 1, PLYWOOD OR ORIENTED STRAND BOARD BOTTOM CHORD DEAD: 5 PSF 5 PSF VAPOR BARRIER. SUCH SLABS SHALL BE REINFORCED WI 4/16,THICKNESS NOT LESS THAN 7/16" U.N.O. OR DECKS : 40 PSF A MIN. 2" FIBER LENGTH AT(1) LB/YD COMPLYING WITH ASTMI-C 116. IN LIEU OR IN (OSB). SPAN RATING NOT LESS THAN 2 "I'%NUFACTURERS REQUIREMENTS. CONJUNCTION WITH FIBER-MESH REINFORCEMENT 6x6 Wl.4xl.4 WWM IAPPED 8"AT EDGES AND OTHERWISE REQUIRED BY ROOF COVERING t DEAD LOADS ARE SUPERIMPOSED. ENDS CONFORMANCE WITH ASTM-A 185 SET CENTERED IN SLAB. ATTACH WITH MIN. 8d RING SHANK NAILS AT 6" O.C. EDGES AND 6"O.C. FIELD. SINGLE CLIP ALL PANEL EDGES. PANELS SHALL BE INSTALLED CONTINUOUS OVER TWO OR MORE SPANS WITH STAGGERED END JOINTS. WHERE SINGLE SPANS ARE REQUIRED BLOCK ABBREVIATIONS DATE. 6-25-2016 SLUMP SHALL BE BETWEEN 4"TO 5", NO WATER WALL BE ADDED AT SIT . TROWEL FINISH ARCH.-ARCHITECT SIMP.-SIMPSON STRONG TIE EXPOSED SLABS OR SLABS TO RECEIVE FLOOR FINISH. NON-SLIP BROO A FINISH FOR EXTERIOR PANELS AT 12" O.C. B.O.F.-BOTTOM OF FOOTING S.W.-SHORT WAY JOB NUMBER-5998 WALKS, RAMPS AND STAIRS. OPTIONAL CRACK CONTROL BY 1" DEEP SAW CUT CONTROL JOINTS CONT.-CONTINUOUS T.O.C.-TOP OF CURB ORIGINATING AT CORNERS AND APPROX. 12'xl2' GRID THROUGHOUT St AB WITHIN 12 HRS OF FLOOR SHEATHING: EXPOSURE 1 APA RATED TONGUE AND GROOVE, SHEATHING OR STRUCTURAL, 1 PLYWOOD OR DIA.-DIAMETER T.O.G.-TOP OF GRADE STRUCTURAL NOTES SETTING CONCRETE. DETAIL REINFORCEMENT IN ACCORDANCE WITH A_-I 315 DETAILING ORIENTED STRAND BOARD (OSB). SPAN RATING NOT LESS THAN 48/24,THICKNESS NOT LESS E.W.-EACH WAY T.O.S.-TOP OF STEEL AND SPECIFICATIONS MANUAL. MIN. CONCRETE COVER FOR REINFORCEMENT SHALL BE: THAN 23/32" U.N.O. OR OTHERWISE REQUIRED BY FLOOR COVERING MANUFACTURERS F.F.E.-FINISHED FLOOR TYP.-TYPICAL • CONCRETE CAST AGAINST EARTH 3" REQUIREMENTS. PANELS MAY BE GLUED TO AVOID SQUEEKS AND ADD STRENGTH BUT OTHERWISE ELEVATION U.N.O.-UNLESS NOTED • FORMED CONCRETE EXPOSED TO EARTH OR WEATHER 1 1/2" GLUE IS NOT REQUIRED. ATTACH WITH MIN. 10d NAILS AT 6" O.C. EDGES AND 6"O.C. FIELD. L.W.-LONG WAY OTHERWISE DRAWING SHEET: • INTERIOR SLABS, WALL 3/4" W-WITH FASTENERS: MIN.-MINIMUM WDO-WOOD DESTROYING MASONRY: EPDXY ANCHORS SHALL BE INSTALLED WITH SIMPSON STRONG-TIE CO. HIGH STRENGTH O.C.-ON CENTER ORGANISM S-1 ALL MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530/ASCE 5f MS 402 MASONRY ACRYLIC ADHESIVE (AT-XP). ALL ANCHORS S_.'iA-LL HAVE A MIN. 1 3/4" EDGE OF CONCRETE TO P.T.-PRESSURE TREATED W/O-WITH OUT BUILDING CODE. CENTER OF ANCHOR EDGE DISTANCE WITH MIN. 7 1/2" EMBED U.N.O. QUICKTIE PRODUCTS SHALL SIM.-SIMILAR W.W.F.-WELDED WIRE FABRIC BE INSTALLED WITH PURE 110 EPDXY, 4" EMBED U.N.O. INSTALL ALL ANCHORS PER CONCRETE MASONRY UNITS SHALL BE ASTM C90-75 HOLLOW LOAD BEAkING CONCRETE MASONRY MANUFACTURERS WRITTEN INSTALLATION PROCEDURES. DKAWING INDEX: UNITS,TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MIN. COMPRESSI)N STRENGTH OF 2000 PSI . AN EPDXY Si-STRUCTURAL NOTES DO NOT INSTALL METAL ANCHORS IN DIRECT CONTACT WITH TREATED LUMBER AND SPECIFICATIONS F'm=1500 PSI. S2—FOUNDATION PLAN 'Y?AUIL FILLED GAP OF 1/8" OR GREATER SHALL BE MAINTAINED AT INTERFACE. FILE COPY MORTAR SHALL CONFORM TO ASTM C270 TYPE S USE COMMON WIRE NAILS OF STANDARD LENGTH PER INDS 2005. U.N.O. INSTALL FASTENERS S2.1--R-OOF PLAN 6E S3.1,S3.2--DETAILS GROUT WHEN SPECIFIED, SHALL CONFROM TO ASTM C 476 WITH MIN. 28 DAY COMPRESSIVE WITHOUT SPLITTING WOOD. E A SLUMP o. 966 STRENGTH OF 3000 PSI GROUT SHALL HAVE MAX. 3/8" SIZE AGGREGATE, PROVID BETWEEN 8"AND 11". METAL FRAMING ANCHORS: REVIEWED FOR CODE COMPLIANe PROVIDE FRAMING ANCHORS OF TYPE ANDS17E INDICATED ON DRAWINGS MANUFACTURED BY SONRY UNITS SHALL BE LAID WITH FULL MORTAR COVERAGE ON HORIZ. SIMPSON STRONG-TIE CO. INC. -OR- QUICK-TIE U.N.O. FASTEN ACCORDING TO MANUFACTURERS CITY OF ATLANTIC 13EACH STATE OF HOLLOW CONCRETE MA WRITTEN SPECIFICATIONS. EXPOSED METAL FRAMING CONNECTORS OR IN CONTACT WITH SEE PERMITS FOR ADDITIONAL AND VERTICAL FACE CELLS AND WEBS. CORROSIVE MATERIALS SUCH AS PRESSURE TREATED LUMBER SHALL BE 'Z-MAX' COATED, CTURER FOR REOUIREMEXTS AND CONDITIONS HORIZONTAL 30INT REINF.AT 16" O.C. IN ALL CMU WALLS. MIN.VERTICAL REINF. OF#4 AT HOT-DIPPED GALVANIZED, STAINLESS STEEL OR OTHERWISE RATED BY THE MANUFA ...... 'IG 48" O.C., FILL ALL REINF. CELLS WITH GROUT. COMPATIBILITY WITH THE APPLICATION. AMMONIA PRESERVATIVE BASED TREATMENT(ACZA ETC.) ]VAL REQUIRE STAINLESS STEEL FASTENERS AND CONNECTIONS. REVIEWED fft. 1%,_ DATE- 6-25-2016 BRICK VENEER SHALL BE INSTALLED WITH MIN 1"AIRSPACE AND MIN.13 GA. WIRE TIES OR 22 U.S. STAINLESS STEEL AND ZINC-PLATED FASTENERS MAY NOT BE COMBINED. USE ONLY STAINLESS C.PAUL DICIAComo GA. BY 7/8" CORRUGATED STEEL AT 16" O.C. WEEPHOLES SHALL BE LCICATED ABOVE FLASHING STEEL FASTENERS WITH STAINLESS STEEL CONNECTORS USE ONLY ZINC-PLATED FASTENERS FL PE#59660 AT 32" O.C. ITH ZINC-PLATED CONNECTORS. FOUNDATION/WALL PLAN PLAN NOTES DATUM TOP OF SLAB ELEVATIONS 0'-0". OTHER TOP OF SLAB ELEVATIONS ARE REFERENCED AS+ OR-FROM DATUM. EXTERIOR WOOD LOAD BEARING WALLS SHALL BE MIN. GRADE AS SPECIFIED BELOW SPACED 16" O.C.: FOR"FLEXIBLE FINISH" L/180 DEFLECTION CRITERIA 2x4 SPF-OR- SP STUD UP TO NOM 8'WALL HEIGHT. 2x4 SPF-OR- SP#2 UP TO NOM 9'WALL HEIGHT. 2x6 SPF-OR- SP STUD UP TO NOM 10' WALL HEIGHT. FOR"BRITTLE FINISH" L/240 DEFLECTION CRITERIA A.E.1. 2x4 SPF-OR- SP #2 UP TO NOM 8' WALL HEIGHT. ALOHA ENmNEERING INC 2x4 SPF-OR- SP#2 UP TO NOM 9' WALL HEIGHT @ 12" O.C. 2x6 SPF-OR- SP STUD UP TO NOM 10'WALL HEIGHT. 770 WAKEMONT DR. (2)2x4 (2)2x6 (2)2x8 (2)2xlO (2)2x6 (2)2x(I ORANGE PARK (Ijlx) (ljlK) (ljlK) (IJIK) (lJlK) FOR"STUCCO FINISH" L/360 DEFLECTION CRITERIA FLORIDA 32065 7 (=K) 2x4 SPF-OR- SP STUD UP TO NOM 8'WALL HEIGHT. C E R T I F I C A T --DOUBLE 2x4 STUDS WITHIN 4 FEET OF ALL A UTH R r-————————— -——————————————————————————— EXTERIOR CORNERS. N 0. 2x6 SPF-OR- SP STUD UP TO NOM 10' WALL HEIGHT. ANCHOR EXTERIOR WALLS SILL PLATES W/l/2" MIN DIA. EPDXY SET ANCHOR W/STANDARD WASHER AND NUT TO MEET A MINIMUM OF(2)ANCHORS EACH PIECE AND BETWEEN 4"-12" EACH SIDE OF SILL PLATE SPLICES AND MAX. SILL ANCHOR AT 32" O.C.. () INSTALL HEADERS AS INDICATED PER PLAN WITH J=NUMBER OF JACK STUDS AND K=NUMBER OF KING STUDS. 'j ANCHOR SIMP HTT5 WHERE INDICATED W/5/8" EPXY SET 0-4 THREADED ROD 6" DEPTH AND 26-10d TO STUDS. > ANCHOR EXTERIOR WALL SILL PLATES PER DETAILS. rC3 z 3.1 COORDINATE WITH OTHER DISCIPLINES AND TRADES FOR (2)2,4 LOCATIONS AND DIMENSIONS OF OPENINGS, RECESSES, (ljlK) SLEEVES AND PIPING. on (2)2x4 46' SEE Sl SERIES SHEETS FOR GENERAL NOTES AND DETAILS PERTAINING TO THIS PLAN. NOTES AND DETAILS SHOWN THEREIN ARE GENERALLY NOT INDICATED, BUT ARE INTENDED TO DEFINE GENERAL DESIGN CRITERIA AND TYPICAL CONSTRUCTION CONDITIONS OCCURRING THROUGHOUT THE WORK. DATE. 6-25-2016 JOB NUMBER-5998 INDICATES 3/8" MIN DIA. THREADED ROD W/2x2xl/8" WASHER AND NUT TO TOP PLATE-OR-QUICKTIE QTB FOUNDATION/WALL Va.V rA3*N I LOCATIONS SHIFT UP TO 4" WHERE REQUIRED. U.N.O. PLAN V.I V DRAWING SHEET: 20' 0 L——————— - F lc __ I'low S-2 4 (2J2K) rcl rM'� I \;a.�2 �u (sp __ 60-8m ..4' L————— rB2*N 1 4 \p__2 L-L L————————t _J 0 r . (2)2x8 T2 (2JM 'PAUL B71 rrw. s Au (2)2xl2 ...... CE (HARDI SIDING ONLY) 4x4 NOM. POST WISMPSON ABU" PER DETAIL Cl/S3.1 W/5/8-ANCHOR EPDXY SET 7-DEPTH 0 " (2J2K) TO 24*x24"xl2'DEPTH FM. W/(2)#4 E.W. o. 966 0= -439-4" 4--4'-40 STATE OF ZORIV�"* 'to NAL 6-25-2016 C.PAUL DIGIACOMO FL PE#59660 FOUNDATION/WALL PLAN PLAN NOTES 1/8'=V-0" DATUM TOP OF SLAB ELEVATIONS 0'-0". OTHER TOP OF SLAB ELEVATIONS ARE REFERENCED AS+ OR- FROM DATUM. EXTERIOR WOOD LOAD BEARING WALLS SHALL BE MIN. GRADE AS SPECIFIED BELOW SPACED 16" D.C.: FOR"FLEXIBLE FINISH" L/180 DEFLECTION CRITERIA 2x4 SPF-OR- SP STUD UP TO NOM 8' WALL HEIGHT. 2x4 SPF-OR- SP #2 UP TO NOM 9' WALL HEIGHT. 2x6 SPF-OR- SP STUD UP TO NOM 10' WALL HEIGHT. FOR"BRITTLE FINISH" L/240 DEFLECTION CRITERIA A.E.1. 2x4 SPF-OR- SP#2 UP TO NOM 8' WALL HEIGHT. ALOHA ENr.INEERINr. INC 2x4 SPF-OR- SP #2 UP TO NOM 9' WALL HEIGHT @ 12" O.C. 2x6 SPF-OR- SP STUD UP TO NOM 10'WALL HEIGHT. 770 WAKEMONT DR. ORANGE PARK (2)w (2)2x6 (2)2xlo (2)w (2)w (2)2x4 FOR"STUCCO FINISH" L/360 DEFLECTION CRITERIA FLOR10A 32065 (IJIK) (IJIK) (IJIK) (lim (ljlK) 2x4 SPF-OR- SP STUD UP TO NOM 8' WALL HEIGHT. C E RT I F I C AT E 0 F --DOUBLE 2x4 STUDS WITHIN 4 FEET OF ALL A U T H 0 R I Z A T 1 0 N N 0. 31036 r-———————————— ——————————————— ——————- EXTERIOR CORNERS. 2x6 SPF-OR- SP STUD UP TO NOM 10' WALL HEIGHT. ANCHOR EXTERIOR WALLS SILL PLATES W/l/2" MIN DIA. EPDXY SET ANCHOR W/STANDARD WASHER AND NUT TO MEET A MINIMUM OF(2)ANCHORS EACH PIECE AND BETWEEN 4"-12" EACH SIDE OF SILL PLATE SPLICES AND MAX. SILL ANCHOR AT 32" O.C.. f'C-3'N INSTALL HEADERS AS INDICATED PER PLAN WITH]=NUMBER \L3.y OF JACK STUDS AND K=NUMBER OF KING STUDS. ANCHOR SIMP HTT5 WHERE INDICATED W/5/8" EPXY SET THREADED ROD 6" DEPTH AND 26-10d TO STUDS. ANCHOR EXTERIOR WALL SILL PLATES PER DETAILS. 7. rC3-*'\ COORDINATE WITH OTHER DISCIPLINES AND TRADES FOR LOCATIONS AND DIMENSIONS OF OPENINGS, RECESSES, Lf) OAK) SLEEVES AND PIPING. 46P.-Ow (2)2x4 SEE Sl SERIES SHEETS FOR GENERAL NOTES AND DETAILS PERTAINING TO THIS PLAN. NOTES AND DETAILS SHOWN THEREIN ARE GENERALLY NOT INDICATED, BUT ARE INTENDED TO DEFINE GENERAL DESIGN CRITERIA AND ———————---————— TYPICAL CONSTRUCTION CONDITIONS OCCURRING THROUGHOUT THE WORK. DATE. 6-25-2016 JOB NUMBEK:5998 rC-2'\ INDICATES 3/8" MIN DIA.THREADED ROD W/2x2xl/8" \EY WASHER AND NUT TO TOP PLATE-OR-QUICKTIE QTB FOUNDATION/WALL rA3 LOCATIONS SHIFT UP TO 4" WHERE REQUIRED. U.N.O. PLAN U3_ DRAWING SHEET: 20' 0 IJIK --------- S-2A 1,:o: 4 I rcl"� (2J2K) rC3 ffl!K 4 Cl @ 2)2x8 L———--———————— _0 yin PAUL rC3� (2j,K) 2'1 pr (2)2xl2 4 (HARDI SIDING OnY) 4x4 NOM. POST WISDIPSON ABU" PER DETAM Cl/S3.1 W/5/8-MCHOR EPDXY SET 7- DEPTH (W2K) TO 24x24'xl2"DEPTH FTG. W/(2)#4 E.W. N 660 -. N r 0 66 0 TE F GARAGE RIGHT OPTION 0 NA L 6-25-2016 C.PAUL DIGIACOMO FL PE#59660 ROOF PLAN PLAN NOTES UNLESS NOTED OTHERWISE ON TRUSS PLAN,TYPICAL WOOD TRUSS BEARING ELEVATION=8' 1 1/8"ABOVE DATUM ELEVATION 0'-0"T.O.S. TYPICAL ROOF FRAMING SHALL BE PREFABRICATED WOOD TRUSSES AT 24" O.C. MAXIMUM SPACING. ANCHOR ROOF TRUSSES AT BEARING WALLS WITH SIMPSON H8 ANCHOR-OR-QUICK TIE TIMBERLOCK SCREW U.N.O. BRACE PREFABRICATED TRUSSES PER TRUSS DESIGNER LEAVE CONSTRUCTION BRACING PER BCSI AS PERMANENT WHERE POSSIBLE. A.E.1. ATTACH WEB CONTINUOUS LATERAL BRACING PER INDIVIDUAL TRUSS DRAWINGS TO TOP CHORD OF ROOF TRUSS WITH A 2x4 V-BRACE ALOHA ENr.INEERING INC 60- MAX. ANGLE AND (4).131x3" NAILS EACH END, SPACED 10"APART 0 03 ;z IC114 C"4 770 WAKEMONT DR. 0 F_ F_ F_ MAX. ORANGE PARK FLORIDA 32065 ci cic ANCHOR PATIO BEAMS AT WOOD BEARING WITH SIMPSON MTS12 C E RT I F I C AT E 0 F -OR- SIMP LSTA18 EACH END. U.N.O. NOTCH PATIO BEAMS 3" A U T H 0 R I Z A T 1 0 N ci ci( AND SET BELOW TOP PLATES ON (2)2x STUD. N 0. 31036 IN ci cj(3 INSTALL VALLEY TRUSSES PER TRUSS DESIGN ENGINEERING SHEET ST-VALLEY HIGH WIND1. DATED FEB. 14, 2012. EJO SHEATH OVERHANGS CANTILEVERS AND COVERED PATIOS OF EJO EXTERIOR CEILINGS ACCORDING TO ROOF SHEATHING CRITERIA "EJ EJO SHEET S1. MANUFACTURED SOFFIT MAY BE USED IN LIEU OF SHEATHING AT OVERHANGS NOT EXCEEDING 24" INSTALLED PER MANUFACTURER AND MEETING COMPONENT&CLADDING WALL EJO EJO OPENING DESIGN PRESSURES PER SHEET S1. 'o EA EJO r-_ BEARING WALL HIGH TOP PLATE SPLICES REQUIRE A 3/8"THREADED ROD CENTERED ON SPLICE OR WITHIN 4" EACH SIDE-OR-SIMPSON EJO EJO SSP TO STUDS ADJACENT TO SPLICE OR TO HEADER EACH SIDE OF > EJO SPLICE. 7. EJ EJ5 COORDINATE WITH OTHER DISCIPLINES AND TRADES FOR LOCATIONS AND DIMENSIONS OF OPENINGS, RECESSES, SLEEVES AND PIPING. i io FOUNDATION DIMENSIONS SHOWN TO BE REVIEWED TO BE IN Lr) COMPLIANCE WITH ARCHITECTURAL DRAWINGS. U EJOIJ io SEE S1 SERIES SHEETS FOR GENERAL NOTES AND DETAILS EJO EJO PERTAINING TO THIS PLAN. NOTES AND DETAILS SHOWN THEREIN ARE GENERALLY NOT INDICATED, BUT ARE INTENDED TO DEFINE EJO 11 EJO GENERAL DESIGN CRITERIA AND TYPICAL CONSTRUCTION CONDITIONS OCCURRING THROUGHOUT THE WORK. EJO I E7 DATF-- 6-25-2016 ---Ilrjo- INDICATES 3/8" MIN DIA. THREADED ROD W/2x2xl/8" JOB NUMBEPL:5998 EJ01 WASHER AND NUT TO TOP PLATE-OR-QUICKTIE QTB LOCATIONS SHIFT UP TO 4" WHERE REQUIRED. U.N.O. EJO I EJO R.00F PLAN DESIGNATES HIGH CONCENTRATED LOAD. INSTALL EJOJI EJO --TIE DOWN AND BUILT UP COLUMN WITH NUMBER OF Ej0_ STUDS DIRECTLY UNDER REACTION WHERE APPLICABLE DRAWING SHEET: u 2 T03 T07 AS INDICATED BELOW. T02 (2)STUD MINIMUM. (2) SIMPSON H8. —2. T02 (2)2xG I'U01 (3) STUD MINIMUM. SIMPSON LGT3 T02 IT061 '7701 71 B3 'PAUL z 3 ...... 3�2 0"- 6 6 0 0 SrATE OF 'pZ0R10* 10 N A L I I I I I I 1 6-25-2016 C.PAUL DIGIACOMO FL PE#59660 ROOF PLAN PLAN NOTES 1/811=11-01, UNLESS NOTED OTHERWISE ON TRUSS PLAN,TYPICAL WOOD TRUSS BEARING ELEVATION=8' 1 1/8"ABOVE DATUM ELEVATION 0'-0"T.O.S. TYPICAL ROOF FRAMING SHALL BE PREFABRICATED WOOD TRUSSES AT 24" O.C. MAXIMUM SPACING. ANCHOR ROOF TRUSSES AT BEARING WALLS WITH SIMPSON H8 ANCHOR-OR-QUICK TIE TIMBERLOCK SCREW U.N.O. BRACE PREFABRICATED TRUSSES PER TRUSS DESIGNER LEAVE CONSTRUCTION BRACING PER BCSI AS PERMANENT WHERE POSSIBLE. A.E.1. ATTACH WEB CONTINUOUS LATERAL BRACING PER INDIVIDUAL TRUSS DRAWINGS TO TOP CHORD OF ROOF TRUSS WITH A 2x4 V-BRACE ALOHA ENG1NEr:.R1Nr. INc 60- MAX. ANGLE AND (4).131x3" NAILS EACH END, SPACED 10'APART 770 WAKEMONT DR. MAX. ORANGE PARK FLORIDA 32065 C3 ANCHOR PATIO BEAMS AT WOOD BEARING WITH SIMPSON MTS12 0 E RT I F 1 0 AT E 0 F -OR-SIMP LSTA18 EACH END. U.N.O. NOTCH PATIO BEAMS 3" A U T H 0 R I Z A T 1 0 N AND SET BELOW TOP PLATES ON (2)2x STUD. N 0. 31036 C-4 ;7- INSTALL VALLEY TRUSSES PER TRUSS DESIGN ENGINEERING I"jai =39= Jai SHEET ST-VALLEY HIGH WINDI. DATED FEB. 14, 2012. CJ02 021 SHEATH OVERHANGS CANTILEVERS AND COVERED PATIOS OF EXTERIOR CEILINGS ACCORDING TO ROOF SHEATHING CRITERIA I �43 jo SHEET S1. MANUFACTURED SOFFIT MAY BE USED IN LIEU OF SHEATHING AT OVERHANGS NOT EXCEEDING 24" INSTALLED PER Eljol :Jai MANUFACTURER AND MEETING COMPONENT&CLADDING WALL OPENING DESIGN PRESSURES PER SHEET S1. Jul .Jo BEARING WALL HIGH TOP PLATE SPLICES REQUIRE A 3/8"THREADED F ROD CENTERED ON SPLICE OR WITHIN 4" EACH SIDE-OR-SIMPSON _j :Jai Jai SSP TO STUDS ADJACENT TO SPLICE OR TO HEADER EACH SIDE OF Jai SPLICE. > ,jai p z Jai Joll COORDINATE WITH OTHER DISCIPLINES AND TRADES FOR LOCATIONS 11 1 AND DIMENSIONS OF OPENINGS, RECESSES, SLEEVES AND PIPING. /'C-3"\ Jai I Jull FOUNDATION DIMENSIONS SHOWN TO BE REVIEWED TO BE IN Lr) N�15�-T COMPLIANCE WITH ARCHITECTURAL DRAWINGS. U I.Jol Jai SEE 51 SERIES SHEETS FOR GENERAL NOTES AND DETAILS Ejol Jai PERTAINING TO THIS PLAN. NOTES AND DETAILS SHOWN THEREIN I ARE GENERALLY NOT INDICATED, BUT ARE INTENDED TO DEFINE .Jo fjoll GENERAL DESIGN CRITERIA AND TYPICAL CONSTRUCTION CONDITIONS OCCURRING THROUGHOUT THE WORK. I:0 Jai .jo DATE- 6-25-2016 Jai Jai INDICATES 3/8" MIN DIA.THREADED ROD W/2x2xl/8" JOB NUMBER:5998 WASHER AND NUT TO TOP PLATE-OR-QUICKTIE QTB Jai Jai LOCATIONS SHIFT UP TO 4" WHERE REQUIRED. U.N.O. FLOOF PLAN Jai :Jai rC3N DESIGNATES HIGH CONCENTRATED LOAD. INSTALL I \E-Y --TIE DOWN AND BUILT UP COLUMN WITH NUMBER OF EJ01 STUDS DIRECTLY UNDER REACTION WHERE APPLICABLE DRAWING SHEET: .jai AS INDICATED BELOW. I.Jol ffJol (2) STUD MINIMUM. (2)SIMPSON H8. S-20 :Jai U01 (3) STUD MINIMUM. SIMPSON LGT3 7107 1 Lol I Jul m ,,- T07 T03 12 L__j T06 T02 — T06 T02 ?AUL (2)2x6 ...... E T02 IT05 T01 B3 9660 '. 3. OF GARAGE RIGHT OPTION 7//10 IVA L S //0111111W 6-25-2016 C.PAUL DIGIACOMO FL PE#59660 CUT EVERY OTHER WIRE W.W.F. EF USED SAW CUT JOINT 1/4"xl" W.F. IF USED 4. 4 F.F.E F.F.E x 'X-�� LACE 1#4 VERT. W/FTG. VPLACE 1#4 VERT. W/FTG. PLACE 1#4 VERT. DWLS. TO MATCH CELL DWLS. TO IN ALL X-X rPOLAC -45 L WL 01 4x T I X. z IN ALL END CELLS CLOSEST TO TEE C 0 R.N MMER G.. OR IN x DITERSECTION. CLOSEST C ADJACENT 4. TO ALL CC RS. END OF WALL-11 1�1�,Ll 11=,ILI 11=1 ILI'E"Ll I VAPOR RETARDER T�WA� RETARDER A.E.1. Al TYPICAL MASONRY REINF. AT DISCON-rINUITIES A2 TYPICAL CONTROL JOINT A3 TYPICAL SLAB ON GRADE RECESS ALOHA ENGINEERINs INC 1/2" V 3/4"=1' 3/4"=V A36 STEEL ALL THRMED ROD 770 WAKEMONT DR. -OR- QUICKTIE QTB PER SHEET ORANGE PARK A36 STEEL ALL THREADED ROD FLORIDA 32065 S1. (U.N.O.) -OR- QUICKTIE QTB PER SHEET SHEATHING PER 0 E RT I IF 1 0 AT E 0 IF SHEATHING PER SHEET S1 S1. (U.N.O.) A U T H 0 FZ I Z A T 1 0 N SHEET S1 :00 N 0. 31036 T. SILL PLATE W/ANCHOR OPTIONAL BRICK VENEER OPTIONAL BRICK VENEER ,-1 W/TIES 0 16- O.C. PER SHEET S2 W/TIES 0 16" O.C. ,_---P.T. SILL PLATE W/ANCHOR #4 CONT. PER SHEET S2 -----#4 VERT. 10 48- O.C. 8" 1h C. SOLID GROUT BELOW GRADE---- 1 #4 CONT. SOLID GROUT BELOW GRADE- 1 #4 CONT. 4. . 4 a 4 CN. M I M----- a" ON. 4 -M .. . ... I lEd I MI I ... f IF,-I L 0 .4 8" NOM CMU GROUTED 1 12' Ell 8" NOM CMU GROUTED DO NOT SP110E WALL HEATHING VARIES 4 SOLID W/I #4 VERTICA�j F, VARIES 4. SOLID W/1 #4 VERTICAL 4-COURSES MAX. DWL AT 48" 0 C. > ATTACH PER SHEET S1 TO TOP WOURSES MAX. DWL AT 48" O.C. _j 8. 12"'MIN. PLATES AND BEAM AT 6" 0 12' T.O.G. TO B.O.F. T.O.G. TO �l I M HEADER PER PLAN I Ml I I=- I I B.D.F. '/' I I "L a I fit Id Ell (2)SIMPSON LSTA18 10" ME 10" 'd ��(2) FULL-LENGTH 2x STUDS I I I=T I 1__T I I 1= -LI I- --rw 04. CHAIRS 0 48- 1 ITT #3 OR CHAIRS 0 48- (3) #4 CONT. (3) #4 -or 25 18" .A zu MIN LAP, BEND (2) #5 CONT. W/O BRICK W/O BRICK AROUND CORNERS (2) 2x HEADER STUDS 25- MIN LAP, BEND CENTER ON CMU CENTER ON CMU AROUND CORNERS DATE 6-25-2016 OPTION TYPICAL STEMWALL FIG WISLAB OPTION TYPICAL STEMWAILL FOOTING I JOB NUMBEK.5998 A36 STEEL ALL THREADED ROD A36 STEEL ALL THREADED ROD A36 ME, ALL THREADED ROD --- OR- QUICKTIE QTB PER SHEET DETAU-S SHEATHING PER -OR- QUICKTIE QTB PER SHEET SHEATHING PER SHEET S1 QUICKTIE QM P)R SHEET S1. (U.N.O.) -OR SHEET S1 S1. (U.N.O.) S1. (U.N.O.) OPTIONAL BRICK VENEER OPTIONAL BRICK VENEER W/TIES 0 16- O.C. W/TIES 0 16- O.C. DRAWING SHEET: P.T. SRI PLATE W/ANCHOR P.T. SILL PLATE W/ANCHOR PER SHEET S2 PER SHEET S2 SOLID GROUT BELOW RADE S011D GROUT n§WE WALL SHEATHING PER SHEET S1 #4 CONT. BELOW GRADE F.F.E -3*1 -H '04 F.F.E. 70 T.O.C. 4 VERT. 0 48" O.C. 8" MIN. X, F.F.E. TO T.O.G. 4 F.F.E Id 4 8" MIN. 16" MAX 4- /"—T F.F.E. TO T.O.G. 4.' .. 12" IMIN. -PAU E T.O.G. 0 " 2x P.T. BASE PLATE 12" MIN. ............ 0 T.O.G. B =1 I Ed I 1 1: #3 OR CHAIRS 0 48 No. 966 I kli (2) #4 CONT. 25- MIN 4 4' r 6"x12" EXTENSION LAP, BEND AROUND #3 OR CHAIRS 0 48- W/(1) #4 CONT. .4 . =111=111 I CORNERS 0 BRICK LOCATIONS ONLY OF (2) #5 -OR- (3) #4 4� 6"X12" EXTENSIO CONT. 25" MIN LAP, "ZORVD� W/(l)#4 CONT. BEND AROUND CORNERS **-."", , 0 BRICK LOCATI S 12 4s,10 16" JIVAL till 111\\\\\\6-25-20l6 ci C2 TYPICAL MONOLITHIC IFTG W/SLAB C3 TYPICAL MONOLITHIC FOOTING C.PAUL DIGIACOMO FL PE#59660 3/4" 1. 3/4"�V 3/4"=1' SEE ARCH. FOR TREAD SOLID GROUT AND RISER DIMEN. 4 ------ HEADER SCHEDULE #4 DOWELS 6 U.N.O. 17::11 FEI I 1E1 I I— N MAX MARK SIZE TY?E #4012- E.W. CLEAR SPAN A 1) #4 CONT. 1 #4 CONT. Al 12" (2) 2X6 LUMBER, NO. 2 NO STRAPS VARIES B2 ME _.I I I Z roxx T REQD. 4-COURSES MAX.=1 8- NOM CMU GROUTED SOLID f- SO. PINE W/1 #5 VERTICAL AT 48- O.C2 A.E. 1. 12" MIN. (2) 2x8 LUMBER, NO. 2 0 STRAkFS Al TYPICAL CONCRETE STAIR T.O.G. TO B.O.F. (2) #4 CONT. 25" MIN 8- B3 SO. PINE 60 REQD. ALOHA ENGINEERING INC 1/2"=1' LAP, BEND AROUND CORNERS FOR NON LOAD BEARING PARTITIONS, PROVIDE SINGLE JAMB STUDS WITH 770 WAKEMONT DR. ORANGE PARK 10" HEADERS NOT LESS THAN SINGLE 2X4 SET FIAT FOR OPENINGS UP To 98" FLORIDA 32065 IN WIDTH. A U T H 0 R I Z A T 1 0 N :31 #3 OR CHAIRS 0 48 A3 N 0 036 2x4 BLOCKING AT ANGLE ERACE/ROOF 16 3/4"=1' INTERSECTION W/(3).13lx3' EACH END W/ BRICK AND W/SHEATHING JAE12 AT 4" O.C. W/O BRICK 2x4 BLOCKING AT ANGLE BRACE/ROOF 2x OUTRIGGERS 0 24" O.C. x x CENTER ON CMU INTERSECTION W/(3).131x3" EACH END W/SIMP. H2.5 ANCHOR. AND W/S G AT 4" O.C. u OPTIONAL TYPICAL CMU EDGE GABLE TRUSS PER MANUF. 2x OUTRIGGERS 0 24" O.C. A x x4 BRACING 0 GABLE PEAK TO BOT. W/SIMP. H2.5 ANCHOR. x IX CHORD OF TRUSS APPROX. ANGL7E C'4 ANGIIE BRACE TO AN 7 2(r-5o@ FROM HORIZONTAL 4- MIN. LOCKI GABLE TRUSS PER MANUF. AN w BLOCKING W/(4).13IX3--- FROM GABLE END ATTACH W/ (3) 2x4 BRACING 0 GABLE PEAK TO BOT. .131x3" NAILS EACH END. F.F.E CHORD OF MUSS APPROX. ANGLE BRACE TO _x, X—X—X------ 2(r-5(r FROM HORIZONTAL 4' MIN. — d 2x4 BRACING 0 48" O.C. TO TOP CHORD' x x FROM GABLE END ATTACH W/ (3) BLOCKING W/(4).13lx3 > OF TRUSS APPROX. ANGLE 4(r-6(r FROM —11 M 1 11'" Ill— .131x3" NAILS EACH END. -0 HORIZONTAL 4' MIN. FROM GABLE END Ill H- > (4).131x3" NAILS TO GABLE STUD. -4 =1 2x4 BRACING 0 48* O.C. TO TOP CHORW - I I rF1 I r:: VAPOR RETARDIER OF TRUSS APPROX. ANGLE 4(r-60* FROM HORIZONTAL 4' MIN. FROM GABLE END Lf) WALL SHEATHING PER SHEET S1. (4).131x3" NAILS TO GABLE STUD. (1) #4 CONT. 25- MIN LAP WALL SHEATHING PER SHEET S1. < 2x4 0 48" O.C. EXTEND BEND AROUND CORNERS =___7 8' FROM GABLE END V/ (2)A31x3- INSTALL SIMPSON LSTA18 FACE -OR- NAILS TO TRUSS BOTTOM CHORD. QUICK-TIE TIMBERLOCK SCREW BRACE GABLE TRUSS NERTICALS UP THROUGH PLATE 0 32" O.C. 2x4 BR 0 48" O.C. EXTEND PER TRUSS ENGINEE 4G DETAILS B2 TYPICAL EDGE A36 STEEL ALL THREADED ROD CONT--,-' 8' FROM GABLE END W/ (2).131XV W/2x2xl/8* PLATE, WASHER & GRADE NAILS TO TRUSS BOTTOM CHORD. DATE: 6-25-2016 3/4- V 2 HEX NUT W/4- LONG BLOCK. BRACE GABLE TRUSS VERTICALS JOB NUMBER-:5998 B1 -OR- QUICKTIE QTB PER TRUSS ENGINEERING DETAILS B3 DETAILS 3/4" 1' APA RATED WALL STUDS AT 16" DRAWING SHEET: SHEATHING PER SHEET S1. P.T. SIII PLATE 3 PER SIMPSON H8 ANCHOR PLAN P.T. SELL PLATE W/AiCHOR PER -or-QUICK-TIE ,,,----SHEET S2 F-FE TMERLOCK WOOD SCREW U.N.O. F-R-E <4 rLLA;N PRE-FAB WOOD MUSS PER PER 4 4" .4 11 1 - 4 . MANUFACTURER. 45 F1 it TOE NAIL TRUSS TO TOP PLATE E -:Jill —Ill- W/(3) 12d NAM. 2X4 CONT. FASCIA BOARD. LI 1 1-1 1 IL,-I I I— 1 (2) #4 CONT. 25- MIN LAP, 0 HE 4 m (2) 2x SYP #2 TOP PLATE. 1'_ MIN. N 660 BEND A-ROUND CORNERS SHEATHING ATTACH PER 18d NAILS 6" O.C. LAP 4 0 jj�=_ SHEET S1. SPLICES 48". I ITI #3 OR ROD CHAIRS MIN LAP, 0 48" O.C. I M I 1=1 I 1EE1 I (2) #4 CONT. 25 BEND AROUND CORNERS 0 STATE OF A36 STEEL ALL THREADED ROD #3 OR ROD CHAIRS 2x STUDS AT 16* O.C.---,: CONT. W/2x2xl/8" PLATE, 0 48" O.C. U.N.O.. WASHER & GRADE 2 HEX NUT 4sk *** (U.N.O.) -OR- QUICKTIE QTB to NAL /////,11111111\\ 6-25-2016 ci C2 Q TYPICAL TRUSS BEARING C.PAUL DIGIACOMO 3/4" 1' 1 3/4" 1' 1 3/4"=1- EL PE#59660