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1648 ATLANTIC BEACH DR - NEW HOME 2015 i DESIGN CRITERIA AND LOADS TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS TABLE 7: METAL CONNECTOR SCHEDULE SHEET INDEX NOTES 3,4 NOTES 1,4,5,6 ST-1......................STRUCTURAL SPECIFICATIONS OSB OR PLYWOOD PANEL EDGES REQUIRED TO LAP BOTTOM PLATE 13i AND BOTTOM DTT2Z ( ) 8 %"x 1 %"SDS SCREWS IN STUD ST-2......................FOUNDATION PLAN Building Code a 2010 Florida Building and Residential Codes O z ALL WALLS MEMBER OF TOP PLATE. EDGE NAILING SHALL HAVE 4'EDGE DISTANCE FROM EDGE OF (NOTES 2,3) %"0 x 4%"EMBED EPDXY OR SCREW ANCHOR CS18/CS18 (9)10d COMMON EACH END OF STRAP ST-3......................1 ST LEVEL STRUCTURAL FRAMING PLAN w - PANEL. ST-3A....................1ST LEVEL ROOF FRAMING PLAN Code for Design Loads w m MIN�/ "24/16 SPAN RATED OSB OR PLYWOOD INSTALLED HORIZONTALLY W/8d HTT4 (18)0.162"x 2%"IN STUD/BEAM/TRUSS 5 , 1- ST-4......................2ND LEVEL STRUCTURAL FRAMING PLAN IF APPLICABLE ANSI/ASCE 7-10 w w FLEXIBLE VENEER&BRICK VENEER COMMON: 6"O.C.AT PANEL EDGES, 6"O.C. IN THE FIELD. 2Y4 BLOCKING IS REQUIRED (NOTES 2,3) 5/3"O x 6"EMBED ANCHOR IN CONCRETE(NOTE 1) MTS12/MTS12 (7) 10d x 1 %"EACH END STAA....................2ND LEVEL ROOF FRAMING PLAN(IF APPLICABLE) ) ST 5....... .. ... 1 cn (NOTE 8) AT UNSUPPORTED PANEL EDGES. .........TYPICAL WALL SECTION SHEET ROOF LOADING...............................................Cd=1.25 ¢ M U HTT5 (26)0.162"x 2/ IN STUD/BEAM/TRUSS, ST-6................... . SECTIONS AND DETAILS TOP CHORD LIVE LOAD......................... .........20 PSF a Q BRITTLE VENEER MIN /s"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED HORIZONTALLY W/8d � ' O (EXCLUDING BRICK VENEER) NOTES 2,3) 5/"0 x 6"EMBED ANCHOR IN CONCRETE MS24/MSTA24 (9)10d COMMON EACH END ST-7......................SECTIONS AND DETAILS(IF APPLICABLE TOP CHORD DEAD LOAD. ..............................7 PSF > COMMON: 6' O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. 2 4 BLOCKING IS REQUIRED ( (NOTE 1) ) N BOTTOM CHORD LIVE LOAD (NOTE 6) AT UNSUPPORTED PANEL EDGES. LEGEND N ATTICS WITH LIMITED STORAGE....... ........20 PSF(PER FRC) (20)SDS%4'x 3" SCREWS IN STUD GROUP M MIN 15/2'32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION HDQ8 SDS3 MS36/MSTA36 13 10 ATTICS WITHOUT STORAGE....................... 10 PSF x O N TILE ROOF / DIA.x12' EMBED ANCHORIN CONCRETE ( ) d COMMON EACH END LINO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL O J 0 z PERPENDICULAR TO SUPPORTS W/8d RING SHANK NAILS: 4'O.C.AT PANEL EDGES AND � LL_ (NON-CONCURRENT) w _ (NOTE 7) EOR ENGINEER OF RECORD BOTTOM CHORD DEAD LOAD........................5 PSF o w 8"O.C. IN THE FIELD (38)16d SINKERS INTO STUDS 1 EW EACH WAY a -a u_ Q STHD14 (11)10d x 1 / IN TRUSS/RAFTER MIN 7/s'24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH (WET EMBED) HTS20/HTS20 1 OSB ORIENTED STRAND BOARD O w (11) 10d x 1 /"IN TOP PLATE AND/OR STUD WSP WOOD STRUCTURAL PANEL CNP N O = z SHINGLE ROOF LONG DIMENSION PERPENDICULAR TO SUPPORTS W/8d RIN - WIND LOADING.................................................C =1.60 cn 0 ASCE 7-10,3S GUST........................................130 MPH SHANK NAILS: 6"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. LTT20B (10)10d x 1 %"IN STUDS (5)8d x 1 %"IN TRUSS SYP SOUTHERN YELLOW PINE moi' N FLOOR DECK SHEATHING: 23 (NOTE 2) %"x 6"EMBED EPDXY OR SCREW ANCHOR HA4/H2.5T 1 SPF SPRUCE-PINE-FUR BASIC WIND SPEED /32 T&G OSB OR PLYWOOD W/10d COMMON: 6"O.0 AT PA EL EDGES, 12"O.C. IN THE (5)8d x 1 /"IN TOP PLATE 0 EXPOSURE CATEGORY.................................. C (NOTE 5) FIELD. CONT CONTINUOUS , BUILDING CATEGORY..................................... II s ABU44 (12)16d COMMON& 5/"x 7"DRILL&EPDXY (5) 10d x 1 %"IN TRUSS O.C. ON CENTER 4 - MIN /"OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/8d HA8/H8 N E ENCLOSURE CLASSIFICATION...................... ENCLOSED PORCH CEILING BOARD SHEATHING: COMMON: 3"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. (5)10d x 1 %"IN PLATE LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4"WIDE, UNO. N W INTERNAL PRESSURE COEFF........................ 0.18 (3 1/2"WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 314"BEAM) N - C&C DESIGN PRESSURES.............................. (SEE TABLE 1) SHEARWALL(SW) SHEATHING: MIN /s"OSB OR PLYWOOD W/8d COMMON: 3"O.C.AT PANEL EDGES, 6"O.C. IN THE ABU66 (12) 16d COMMON& 5/"x 7"DRILL&EPDXY (9) 10d x 1 %"IN STUD LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 3/4"WIDE M � 12"EMBED AT GARAGE DOOR RETURNS TSP PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER,3 1/2"WIDE, UNO. O (NOTE 8) FIELD. ( ) (6)10d x 1 %2'IN PLATE QTA QUICKTIE AQUA,SEE TABLE 6:UPLIFT ANCHORS FLOOR LOADING..............................................Cd=1.00 NOTES: HU48, HUC48, (14)16d COMMON IN HEADER QTB QUICKTIE BLUE,SEE TABLE 6:UPLIFT ANCHORS LLI Ln TOP CHORD LIVE LOAD..................................40 PSF 1. FOR SHEATHING THICKNESS GREATER THAN t5/32"CATEGORY(32/16 SPAN RATING), USE 10d RING SHANK NAILS IN LIEU OF 8d RING HU28-2, HUC28-2 (6) 10d COMMON IN BEAM SPH4/SPH6 (12)10d x 1 %2'IN STUD QTG QUICKTIE GREEN,SEE TABLE 6:UPLIFT ANCHORS J TOP CHORD DEAD LOAD................................10 PSF SHANK NAILS. (0.148"x 3"LONG): QTO QUICKTIE ORANGE, SEE TABLE 6:UPLIFT ANCHORS BOTTOM CHORD LIVE LOAD..........................0 PSF 2, COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/8d GALVANIZED BOX NAILS. HU410, HUC410, > BOTTOM CHORD DEAD LOAD...... (18)160 COMMON IN HEADER Z ■ ® ) ..................5 PSF 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. HU210-2, (6)10d COMMON IN TOP PLATE INTERIOR ROOF LOAD BEARING WALL,SPECIFICATIONS 4, ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF HUC210-2 (10)10d COMMON IN BEAM DSP O (n (8)10d COMMON IN STUD/HEADER OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS U _ THE APA. INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM Cn ^ 5. FASTENERS ARE MINIMUM REQUIRED FOR DIAP HRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO AVOID. HGA10KT 1 CREWS IN TRUSS/RAFTER QGT (18)10d x 1%"IN TRUSS W1 QUICK TIE UPLIFT ANCHOR U � SPECIAL FLOOR(GAME ROOM)LOADING....Cd-1.00 (4)SDS%"x 1 %" S TOP CHORD LIVE LOAD.. ............................. ..60 PSF (4)SDS/4'x 3' SCREWS IN TOP PLATE (NOTE 2) TO SLAB AS SPECIFIED ON PLAN BOTTOM PLATE ANCHORAGE IS 3/"ANCHOR @ 48"O.C. (UNO ON FRAMING PLAN'OR SW TOP CHORD DEAD LOAD................................ 10 PSF SQUEEKING, 8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. 6. BLOCKING AT PANEL EDGES IS AN APA RECOMMENDATION PER TECHNICAL BULLETIN Q370(STUCCO). SPECIFICATIONS) i BOTTOM CHORD LIVE LOAD...........................0 PSF (26) 16d SINKER IN WALL FRAMING QGT2 (30)16d x 1%"IN TRUSS W/QUICKTIE UPLIFT ANCHOR N m BOTTOM CHORD DEAD LOAD........................5PSF 7 15/2'PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOM ENDATIONS. SHOULD LGT3 (12)SDS%4'x 2%"IN TRUSS NOTE 2 STRUCTURAL WOOD BEAM O _ WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 15/32"APA RATED OSB OR EQUAL MAY BE U'ED TO SUPPORT TILE ROOF. ( ) TO SLAB AS SPECIFIED ON PLAN d MAXIMUM FLOOR TRUSS SPACING...............16"O.C. 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/UNBLOCKED H RIZONTAL PANEL EDGES W/ H WALL STUDS FRAMED AT MAX 16"O.C. FOR WALL STUDS FRAMED AT 24"O.C.,2x4 BLOCKING IS RE UIRED AT UNSUPPORTED NOTES: > O DEFLECTION CRITERIA PANEL EDGES, BLOCKED WALL FIELD NAILING IS PERMITTED TO BE 12"O.C. 1. EPDXY ANCHOR FOR HOLD-DOWN CONNECTORS IN CMU TO BE 12-INCHES. Q FOUNDATION KEYNOTE CALLOUT 2. REFER TO FRAMING NOTES THIS}SHEET FOR ACRYLIC-TIE INSTALLATION SPECIFICATIONS. /� U) ■ �■ROOF TRUSSES.............................:................ LL/240 3. QUICK-TIE SUBSTITUTION(INSTALLED W/POWERS AC100 TEAL OR GOLD EPDXY): I-TL/180 QTB=DTT2Z, LTT20B • STUD COLUMN KEYNOTE CALLOUT 40 MAX 1"UP TO • QTG=HTT4 NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS.STUDS 0 40'SPAN TABLE 3: MAXIMUM EXTERIOR WALL STUD SPACIN IN O.C. QTO=HTT5(PROVIDED(2)STUDS INSTALLED EACH SIDE OF QTO) - U OPEN WEB FLOOR TRUSSES/BEAMS.......... LL/360 NOTES 1,2 4. PRODUCTS SELECTED USING QUICK TIE SUMMER 2013 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED TO MATCH WALL FRAMING SIZE AND GRADE, LINO. Y TL/240 ALTERNATES. REFER TO QUICKTIE CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 2 STUDS w <n TL MAX 3/4' BRITTLE FINISH-U240 FLEXI LE FINISH-U120 5. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. o ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN Q BEARING CONDITION WALL HEIGHT ALL HEIGHT 6. POSITIVE PLACEMENT GUN NAILS,2 %" LONG,WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST DTT2Z ( BOTTOM OF STUD COLUMN CONNECTION a WOOD I JOISTS............................................... LL/480 &STUD TYPE BASE ANCHORS, CS16,AND MSTA FLAT STRAPS. Z TL/240 8 FT 9 FT 10 FT 11 FT 12 FT 8 FT 9 FT 10 FT 11 FT 12 FT TABLE 8. SPECIFIED SHEARWALLS •1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN `OR QT-REQUIRED FROM TOP PLATE TO SLAB. F_ TL MAX%" 2x4 SPF STUD -- -- -- - -- - -- -- -- - •2ND LEVEL STUD COLUMN:STRAPPING REQUIRED FROM 2ND LEVEL z NOTES 1,2,3,4 2x4 NO.2 SPF -- -- - -- -- -- -- -- - -- COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM OR QT-REQUIRED FROM U O END STUDS TO TOP PLATE CONNECTION 2ND LEVEL TOP PLATE TO SLAB. O (2)2x4 NO.2 SPF,2x5 NO.2 SPF LO O 24 24 24 24 24 24 24 24 24 24 SW TYPE CONNECTION HEADER STRAPPING KEYNOTE CALLOUT `t w o Z o 2x6 SPF STUD,2x6 NO.2 SPF z ❑ SWI,SW2,SW3,SW4 QTBIQTO NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD Q IL � m ❑ W w Q z TABLE 1 : COMPONENT AND 2x4 SPF STUD -- -- -- - -- - -- -- -- __ i' rw w p I w 2 ❑ w ❑ III 1;' CONNECTION ONLY REQUIRED FOR ROOF LOAD BEARING WALLS. N p ❑ Z Z o o _ - z -._ .. CLADDING DESIGN PRESSURES ¢ O 2x4 N0.2 SPF -- -- -- -- -- -- -- -- _ 2. QTB/QTO MAYBE SUBSTITUTED W/(2)MSTA24/MS24,(2)H8,OR(2) 1 MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD ❑ - 0 Ow -' - III DSP. 1 DTT2Z <<=�x KING/JACK GROUP BOTTOM CONNECTION Q w m 0 m Q m Q ❑ w L O u (2)2x4 N0.2 SPF,2x5 N0.2 SPF ADDITIONAL QTA REQUIRED PER TYPICAL WALL SECTION, SHEET ST-5. •1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP p a W ❑ w w III W N N p of 2x6 SPF STUD,2x6 NO 2 SPF 24 24 24 24 24 24 24 24 24 24 •2ND LEVEL STUD COLUMN:STRAPPING REQUIRED FROM 2ND LEVEL STUD p m � w WINDOWS AND DOORS III (QTA REQUIRED FOR ROOF LOAD BEARING WALLS ONLY) (� p a z w m z F ❑ `GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. z m p a } w w ❑ z n EFFECTIVE ZONE DESIGNATION NOTES: III ° a h Q m m I w w U1 I- - w w WIND AREA IZ-Interior Zone(psf) EZ-End Zone(psf) 1. STUD SPACINGS ABOVE ARE THE MAXIMUM REQUIRED ACCORDING TO STUD HEIGHT AND TYPE, UNLESS NOTED OTHERWISE (2)ADDITIONAL WALL STUDS REQ. FOR QTO LU ¢ w F m ❑ w I I w ❑ z n 2 ON PLAN. III END STUD GROUPS DUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP (Z IQ- F p Q o w 0 z w a z W Q p 0-20 ft +24.61 -26.70 +24.61 -32.95 2. IF STUD SPACING IS NOT LISTED STUD SIZE AND GRADE IS NOT APPLICABLE AT THAT WALL HEIGHT. I I Q F- z w - x 3. WALLS DESIGNED AS UN-BLOCKED,NO BLOCKING IS REQUIRED AT HORIZONTAL WOOD STRUCTURAL PANEL EDGES. " III SW TYPE NUMBER OF STUDS m ❑ � W n m 0 o w ❑ ❑ Q w HEADER FRAMING KEYNOTE CALLOUT 21 -50 ft2 +23.42 -25.51 +23.42 -30.58 BLOCKING AT HORIZONTAL PANEI.-EDGES IS RECOMMENDED FOR STUCCO VENEER, SEE TABLE 2. C /� SW1,SW2,SW3 2 D_' Z z a X w ❑ p F ❑ N 1 Q 0 Z J V III (2)2x10-1 /2 �li1MBER OF KING STUDS EACH SIDE OF OPENING 51 -100ft2 +22.01 -24.09 +22.01 -27.74 TABLE 4: NAIL";SIZfE LEGEND TABLE 5: FASTENERS IN SW4 3 I'-I W Z W X a W Q �' �' LLI wm w n ❑ m z j R w ¢ � � Fo _ ww . 1. KING/JACK STUDS MAY BE INCLUDED FOR STUD GROUP D(, MBE OF JACK STUDS EACH SIDE OF OPENING Z z w w a z z Z N 101 -200 ft2 +20.91 -23.00 +20.91 -25.56 NOTES 1 2 3 4 - III REQUIREMENT. (� ❑ t7 p _7771v 717PRESSURE TREATED LUMBER - _ IrZQ ❑ - - aw ❑ ZQwZZ VINYL SOFFIT MAX PRESSURE(psf) +24.61 -32.95 DIAMETER LENGTH III SIZE OF HEADER(ALL HEADER TO BE N0.2 SYP Z W o ❑ Q m z N Q F z 3 Q U>� ESS DESIGNATED AS LSL, LVL, PSL,OR WSP) LLI w ❑ w - 1 t III END STUDS CONNECTION(NOTES 5 6 7) z ❑ m w ❑ . m n 8d COMMON 0.131" 2-/ w - GARAGE DOOR PRESSURE SEE FRAMING PLAN 8d RINGSHANK 0.113" 2 3j PRESERVATIVE FASTENER TYPE I I SW TYPE NUMBER OF PLIES IN HEADER Q I Q z } z I a n w m - w Q III 1ST LEVEL 2ND LEVEL STRAPPING p I z F y ❑ z w O o w F ZC] Q - Ua ❑ I w Z 1 1 , ACZA STANDARD CARBON STEEL I I III HOLD DOWN (IF QT-NOT APPLICABLE tY ❑ w Q 1- J t- . I ❑ ❑ I I SW1 QTB OR DTT2Z MS36/CS16/MSTA36 ) - FRAMING NOTES o n I- 3 N a m a ❑[� t ? v v IOd x 1-/" 0.148" 1-/' 10d 0.131" 3" SODIUM BORATE(NOTE 1) STAINLESS CONNECTORS AND I III - J FASTENERS REQUIRED. III III SW2 QTG OR HTT4 (2)MS36/CS16/MSTA36 1. POWERS AC100 TEAL.GOLD, OR EQUIVALENT SHALL BE USED FOR ALL QUICKTIE AND BOTTOM PLATE LL SHEET NO.: 10d COMMON 0.148" 3" SW3 QTO OR HTT5 (3)MS36/CS16/MSTA36 OZ L; - ANCHORING. QUICK TIE CONNECTOR OR THREADED ROD MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN A ST- 12d COMMON 0.148" 3%4' CO NECTORS MUST HAVE I I ; )I I SW4 HDQ8 (4)MS36/CS16/MSTA36 HOLE%s'GREATER THAN THE DIAMETER OF THE ANCHOR. ADHESIVE MUST FILL THE HOLE IN THE CONCRETE 16d SINKER 0.148" 3%" ALL OTHER PT (NOTE 2) Z- AX, G120 OR TRIPLE ZINC III AND WOOD BOTTOM PLATE. MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER Q (INCLUDING ACQ& MCQ) COATED FINISH. INSTALLATION. STRUCTURAL 16d COMMON 0.162" 3 z" AL FASTENERS MUST BE HOT BOTTOM PLATE ANCHOR SPACING(NOTE 7) 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND w NOTES: DIPPED GALVANIZED. 0- SPECIFICATIONS SW TYPE MAX ANCHOR SPACING FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: DETAILED BY OTHER. 106 No.: SW1,SW2 3/e"DIA.@ 24"O.C. OR%"DIA. @ 24"O.C. O 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1. SILL PLATES W/SODIUM BORATE TREATMENTS BEARING ON - 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS 0 SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY SW3 3/"DIA.@ 16"O.C. OR Y2"DIA.@ 24"O.C. LISTED IN FLORIDA BUILDING CODE TABLE 2304.91. Q RS0895 FI667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN SW4 3/"DIA. @ 12"O.C. OR%"DIA. @ 16"O.C. 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED.BY TRUSS MANUFACTURER. SUBDIVISION: BEFORE APPLICATION OF PROTECTIVE COATING. TO BE NON-CORROSIVE TOCARBON STEEL FASTENERS. 5. UPPER LEVEL MULTI-PLY STUD GROUPS TO BE CONTINUOUSLY SUPPORTED THROUGH FLOOR SYSTEMS TO 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF 2. IN DRY USE APPLICATIONS ONLY,G90 GALVANIZED NOTES: FOUNDATION WITH L�KE STUD PLIES. Q Atlantic Beach A WOOD DUE TO FASTENER PENETRATION,THE BORED HOLE CONNECTORS MAY BE USED I CONTACT WITH PRESSURE _ 1. THE EXTERIOR WALLS ARE FULLY SHEATHED WITH OSB OR PLYWOOD. ALL TYPICAL EXTERIOR WALLS ARE SHEAR WALLS AND ARE PART OF THE 6. FASTEN ALL MULTI-PLY STUD COLUMNS AND CORNERS TOGETHER WITH(2 ROWS 10d COMMON 8"O.C. -1 SHALL NOT EXCEED 75%OF THE NAIL OR SPIKE DIAMETER. TREATED MATERIAL, HOWEVERTHIS APPLICATION MUST BUILDING'S MAIN WIND FORCE RESISTING SYSTEM. ADDITIONAL FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY AS NOTED ON THE PLAN OR IF STAGGERED. _ ) @ u- Country Club 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS INCLUDE A MINIMUM 10 MIL MOISTURE BARRIER BETWEEN WALL SEGMENT IS IDENTIFIED AS SWI, SW2,SW3,SW4, OR SWB ON THE PLAN. 7. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH(4)8d TOE NAILS OR(2)16d COMMON END NAILS. Q SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. THE CONNECTOR AND THEW OD MATERIAL. 2. ALL SW SHEATHING TO BE FASTENED TO FRAMING PER TABLE 2:WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS. 8. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH(3)8d TOE NAILS, LOT NO.: 3 EXTREME END OFSHEARWALLS ICATED ON PLAN WITH DESIGNATE WALL OR PIORTOW AND DOOR OPENINGS ION THEREOF AS NOTED ONTHIN THE STRUCTURAL PLANLL REQUIRE STUD GROUP AND HOLD DOWNS ONLY AT 9. ALL MULTI-PLY TRUSS BEAM THICKNESS AND MATDERS AND CHING INABL SITUD TO PEC�IFICATIONSE SOLID T AS NOTED ON UD GROUP BELOW TRUCTURA PLAN UNO. Z_ 152 TABLE 6: QUICK TIE CONNECTORS 4. SWB-SEE"SWB-SPECIAL SHEAR WALL DETAIL", LOCATED ON THE DETAIL SHEET. _ }- 5. 2ND LEVEL SW'S-END STUDS OF SHEAR WALL TO BE ANCHORED PER ONE OF THE FOLLOWING: Ur FLOOR PLAN: NOTES 1,2,3,4, 5 • HOLD DOWN WITH FULL-HEIGHT QT TO SLAB. END STUDS TO BE CONTINOUSLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB. 0 Key Largo-A1 CONCRETE/ MIN. EDGE DISANCE • 2ND LEVEL END STUDS TO MATCHING 1ST LEVEL STUD GROUP BELOW W/STRAPPING AS NOTED. 1ST LEVEL STUD GROUP TO SLAB WITHHOLD HEADER FRAMING o SYMBOL DESCRIPTION MASONRY TENSION CAPACITY DOWN. Z DESIGNED: EMBEDMENT MONOLITHIC SLAB CMU v MJP/JEF 6. DESIGNATED SW S WITH A COMMON CORNER REQUIRE(1)HOLDDOWN,WHICH IS TO BE LARGEST OF THE TWO HOEDOWNS SPECIFIED, UNO. 1. ALL HEADER JACKAND KING STUS SMALL BE FASTENED TO EACH OTHER WITH(2)ROWS 10d COMMON @ 8'', /q ONE STORY QTA(QUICK TIE AQUA) 7. ACCEPTABLE BOTTOM PLATE ANCHORS INCLUDE QUICKTIE CONNECTOR OR THREADED ROD IN EPCON G5 EPDXY,OR SIMPSON. SCREW IN O.C. STAGGERED. LU %"WIRE ROPE-$"STEEL STUD 23/4'12%" 910 LB. 1 3/4. 2/a ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. 2. WSP HEADERS ARE WOOD STRUCTURAL PANEL HEADERS AND HAVE THE FOLLOWING REQUIREMENTS: H REVIEWED:4.7 FT TWO STORY 2"x 2"x%8'WASHER @TOP PLT • SHEATHING TO MATCH SPECIFICATION FOR EXTERIOR WALLS,SEE TABLE 2. 1ST FLOOR (TYP) DESIGNATION © ONE STORY ENDZONE QTB(QUICK TIE BLUE) 3 1 CONCRETE AND FOU N DATION NOTES CATTACH TO OMMON @ 3L0 MING MEMBERS(KING STUD,TOP PLATE, HEADER SILL,CRIPPLES, ETC.)W/8d � MGK 3 i WIRE ROPE-3 STEEL STUD • EITHER TOP OR BOTTOM PLY OF DBL TOP PLATE MUST SPAN CONTINUOUS OVER OPENING; SHEATHING Q REVISIONS DATE is a 4' !4 1,527 LB 1 /a 2/a 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS=2,500 PSI AT 28 DAYS(UNO). , © TWO STORY 2%"x 2%4'x%8'WASHER @TOP PLT MUST BE EDGE AILED TO CONTINUOUS PLY OF PLATE O 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB=2,500 PSI AT 28 DAYS(UNO). N ONE STORY QTG(QUICK TIE GREEN) 3. ALL REINFORCING STEEL#3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS(UNO). NO.2 SPF HEADER SILL INSTALLED ABOVE OPENING W/(1)CRIPPLE STUD AT EACH END 4"WIRE ROPE-2"STEEL STUD 4"/4" 2,839 LB 2%4' 23/411 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24"LAP. 3. TOP PLATE TO HEADIER CONNECTION PER ONE OF THE FOLLOWING(NO CONNECTION REQUIRED FOR >- © TWO STORY 3"x 3"x 3/s"WASHER @ TOP PLT 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. OPENINGS 3 FT OR LESS OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE): 00 HTS16 W/ 10 1 O QTO(QUICK TIE ORANGE) 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. ( ) d x 1-%"@ 16"O.C. p ONE STORY 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH MIN 18 GA.COILSTRAP WRAPPED OVER TOP PLT W1 MIN(5)10d x 1%"INTO EACH SIDE OF HEADER OR z 16"WIRE ROPE-8"STEEL STUD 6"/6" 4,455 LB. 3" 3' FRC 2010 TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12"LIFTS TO AT LEAST 95%OF :`( FASTEN TRUSS QIRECTLY TO HEADER W/MTS OR HTS W/(14)10d x 1-%"(OR EQUAL APPROVED BY EOR). TWO STORY 3"x 3"x 3/fi'WASHER @TOP PLT MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. 4.w FASTEN ALL HEADERS TO KING STUDS WITH(3) 8d TOE NAILS PER SIDE. O 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6"AND 5 IF HEADER NOT SPEC IED, CONTACT ENGINEER OF RECORD. NOTES: SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. �[ T7 �f r LU 1. POWERS AC100 TEAL OR GOLD EPDXY SHALL BE USED FOR ALL QT ANCHORAGE. 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF V �I• 2. REFER TO FRAMING NOTES THIS SHEET FOR EPDXY INSTALLATION SPECIFICATIONS. THIS CONDITION EXISTS. " Z 3. QUICK TIES SHOWN ON FRAMING PLAN AT FIXED LOCATIONS ARE DESIGNATED BY SYMBOLS SHOWN ABOVE. REFER TO 10. TO CONTROL CRACKING, CUT 1"SAWCUTS IN THE SLAB IN A 15'x15'GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT EOR FOR N�i jh !7b TYPICAL WALL SECTION FOR ADDITIONAL REQUIRED QTA LOCATIONS. ALTERNATIVE METHODS. OPENINGS > 6 4. ADDITIONAL STUD REQUIREMENTS PER WALL WIDTH: OPENINGS IN 2x4 STUD WALLS GREATER THAN 6'REQUIRE A(2)2x4 NO.2 SPF PLANK ORIENTED 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM O • EXTERIOR 2x4 WALLS: ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, (2x4 WALLS) PLATE DIRECTLY ABOVE AND BELOW THE OPENING W/(6)12d COMMON TOE-NAILS AT EACH END. 17- QTB/QTG -QTB/QTG MUST HAVE(2)STUDS WITHIN 3"(IF QT IS LOCATED WITHIN 3"OF DBL STUDS AT OPENINGS OR SHEATHING CONTACT THE ENGINEER OF RECORD. , SPLICES, NO ADDITIONAL STUDS ARE REQUIRED) OPENINGS > 8 OPENINGS IN 2x6 STUD WALLS GREATER THAN 8'REQUIRE A(2)2x6 NO.2 SPF PLANK ORIENTED U _ PEX -QTO MUST HAVE(2)STUDS INSTALLED EACH SIDE OF QTO. (THIS IS IN ADDITION TO STANDARD LL FRAMING STUDS). (2X6 WALLS) PLATE DIRECTLY ABOVE AND BELOW THE OPENING W/(8) 12d COMMON TOE-NAILS AT EACH END. L� __j • EXTERIOR 2x6 WALLS: PRE-ENGINEERED TRUSSES & I-JOISTS Q NO ADDITIONAL STUDS REQUIRED AT QTB/QTG LOCATIONS. 1. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNDER THEE his c{Q n g e� �o ��, 3 �� g a rQ 5`< <`'�E �'S' �� rJ7 � � -QTO MUST HAVE(2)STUDS INSTALLED EACH SIDE OF QTO. (THIS IS IN ADDITION TO STANDARD LL FRAMING STUDS) SUPERVISION OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH ,R 5. REFER TO APPROVED PRODUCT APPROVAL DOCUMENTS FOR INSTALLATION REQUIREMENTS OF QUICK TIE CABLE. n / �- e IN BRI(VG�, ANSI/TPI-2002 AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET / 01C /,�C e v•,nl,04 f 5' ` /J-P O �� r° i C�s� ST-1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER I �7 `f' CONSTRUCTION IS COMPLETE. ,� "I. 2. TRUSSES OR I-JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING, BEARING LOCATION AND NAMING 1rW7 w (�. Sj�� `/}'t y6-p7 0/S� O -� - r �S ' 2ND FLOOR (TYP) END ZONE CONVENTION OF THE LAYOUT SHOWN HERE. = v r <9,? ° 3. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEAL VVV U n : to DESIGNATION WITH THE TRUSS SHOP DRAWINGS. LU , F 4. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN OF THE UPLIFT REVIEWED FOR CODE COMPLIANCE ° RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH, THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED. ( X U eA'P VEX 5. CONNECT ALL TRUSSES TO TOP PLATE AS SPECIFIED ON THE TYPICAL WALL SECTION SHEET. CITY OP ATLANTIC BEACH FILECUPY w �'' � 9/D A 6. I-JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND SUBMITTED TO THE SEE PERMITS FOR ADDITIONAL Q 1�Fta�e�� ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA,THIS SHEET. REQ UIHiMEIrtT = Tw - , QT ENGINEERING �' �!`j9 11'a 1 03-20-2015 L3/�, 4"CONCRETE SLAB W/ FIBERMESH GENERAL FOUNDATION NOTES 6x6 W1.4 x W1.4 WWF OR 1. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE — — — — — A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 2010 °. 8"MIN TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE \\ SOILS. COMPACT THE FILL IN 12"LIFTS TO AT LEAST 95%OF MODIFIED\\ \\ \\ \\ \\ ° 28 MAX PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. \/ \/\/� 2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES VAPOR BARRIER /// p o, ti/ 12"MIN%\/\\/\\/\\/\j �// • lj ���\/\\\/\///\//\\///\//��\ 5'-0" 50'-0" NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY,CONTACT OR. ADDITIONALco j\\ •° • t FOUNDATION WORK MAY BE REQUIRED. 3. SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN 0 a) 04 FOOTING TO BEAR ON / 6"OPT. EXTENSION IN BRICKACCORDANCE WITH THE FLORIDA BUILDING CODE. CONSULT ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. (h N FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN r 4. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. J 12"UNDER 1 STORY WALL I — _ SEE DETAIL SHEETS FOR ALTERNATE STEMWALL SECTIONS. WITH DER OR OR CONT ADDITIONAL NO.4 OR NO. 5 — — — — — — — — — — — — — — — — — — — — I SHE L.L. BAR IN BRICK LEDGE i i CONTROL JOINT (CJ) NOTES: N E _0 16"UNDER 2 STORY WALL N C = 1. TIMING o0 I I I I0 � cu WITH(3)#4 OR(2)#5 CONT • CUTS MUST BE MADE THE SAME DAY AS PLACEMENT.AS SOON AS THE � I I � I � � I CONCRETE HAS SET ENOUGH TO � 1 MONOLITHIC FOOTING SECTION I I ALLOW SAWCUTS WITHOUT RAVELING 13'-10" 3'-8" cO 19'-0" THE COURSE AGGREGATE FROM THE CUT, MAKE THE CUT. FGR OUND ADJACENT TO FTG SLOPES DOWN I I • CUTS MADE THE NEXT DAY OR AT SUBSEQUENT TIMES DO NOT PROVIDE N AND AWAY FROM STRUCTURE STEEPER THAN x ADEQUATE PROTECTION AGAINST"RANDOM"CRACKING. M LL ) V-0"VERTICALLY PER T-0"HORIZONTALLY, 2. DEPTH CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION,SEEK GUIDANCE I I I I I I THE CUT SHOULD BEAT LEAST 1"DEEP, BUT NOT MORE THAN 1 %4'DEEP. W N OF EOR TO PREVENT EROSION OF SOIL. 2 — I O 2. USE STEMWALL FOOTING I I CJ 3. SEALING J Lf) THE CUTS SHOULD BE SEALED WITH A SEMI-RIGID EPDXY OR ACRYLIC _j a) 60 ADHESIVE SEALANT. BACKER ROD IS NOT REQUIRED. z ■ 9 I FOUNDATION KEYNOTES: �e0 (2)#4 OR(2)#5 CONTINUOUS 6x6-W1.4 x W1.4 WWF I I I I8"x8"DEEQ L P THICKENED EDGE OR FIBERMESH I 1 1 1 1 I 1 I I A W/(1)#4 CONT 3 -2 o M ---�- -.- -------- -- i — — — 12"DEEP FTG W/#4 @ 12" W EW UNDER BOX COLUMN, riN I I I I I co FTG TO BE PROJECTED MIN ■ >■� O M I 6"LARGER THAN BOXQ. - - - - - - - - -A r COLUMN ON ALL SIDES 16" / VAPOR BARRIER N I I I CJ - - - - - - - - - - - - - - J f- - - - - - - - - - - - - - - - I C 16SQx12 DEEP FTG W/ Z ZL �I— - - - - - - - - - J �' I I - (3)#4 EW O I 3 BEARING WALL FOOTING SECTION I I 3 I 24"SQx20"DEEP FTG W/ Y I PROVIDE STEPS I I I Q (3)#4 EW a PER BUILDER 3 =iN I II E 30"SQx20"DEEP FTG W/ ZO I io I I I _ (4)#4 EW o I 5'-0" I I 13'-6" 5'6" I I g,42„ 3'-112" 3-6" 15'-2" 1 1i o 36"SQx20"DEEP FTG W/ I I i (4)#4 EW It X o Z a 4"CONCRETE SLAB W/ I I C J I I I I a o Q Z oa a N 6x6 W1.4 x W1.4 WWF OR I ( 48"SQx24"DEEP FTG W/ Q ❑ In w ❑ w w Q z FIBERMESH I I I I G (5#4EW,T&B o Y i- w ❑ > ao z J - m -jzw ❑ 0'0"A.F.F. I o ( I ti In ❑ 0 - FWpUIQwUZa 4"CONCRETE SLAB W/ F I- v -a -° -- SEE ARCH. I ih I I I I QI- ww - omQw v DWGS. I O w � > o �nwwa - - - - I I I I I « 6x6W1.4xW1.4WWF Z oaw0 wwJo �` m -0a OR FIBER MESH p ❑ ma za � w } wzF ❑ \�\ \ 8"MIN I I I I 8"CMU CHAIR BLOCK W/ W zaaa } ww � mNm ❑ z0 EL TOP OF SLAB (1)#5 CONT. W < i._ < 0 w 1 w w w � m I 1 �� -------- Z QIOQ ° mml- HMZW - w 8"x8"THICKENED 8.. M I - - -" - - - - - - - - - - - - - - - J I ------ . L QFZFoW ❑ zwX ❑ Toa FTG AT STEP-DOWN, \\/\/\/ �\ w � owwala o ❑ wjoQw SEE PLAN VAPOR BARRIER r\\/\\/ \ z �p a w v o L_ — I I /i///// ° zaa0woowo `� OQoz r —� I ( VAPOR BARRIER ��\\� W mw X z � Q � m � w � ao u� w I- 1 LU waZ waw - � m z CURB STEP SECTION ; ,:� �� I 1 I I I � z Z = } ZQo ? ? a � o � Qwo 4 CN #40R#5VERT REINFORCING \ \ O momz } � mwa : mZZI — UP TO 3 COURSES: 72"O.C. \/\ /\/\ W z J w :3 w Q h •„ r 4 TO 5 COURSES: 48"O.C. w w 4 I - - - — — — �� \ 0 I- znQF1.-2 wLl OwWI- AVERS BY r o ❑ w BUILDER r LL 0 1',.0 6'-6" I I I I \\,/ /\\/\\/�� ADDITIONAL#4 OR#5 IN Z SHEET NO.: 6„ Cr, I I 3 I I FOOTING TO BEAR ON UNDISTURBED SOIL //\ / BRICK LEDGE O NO 4 OR NO 5 @18"O.C. I-- 4"CONCRETE SLAB l I Q W/6x6 W1.4 x W1.4 W/9"BEND @ BOTTOM I I L I 19 VERTICAL REINFORCEMENT 4"OPT BRICK LEDGE FOUNDATION TO HAVE 6"BEND AT BOTTOM NOTED ON FND PLAN a PLAN WWF OR FIBERMESH VARIES ° 8"MIN 2'-6" 9'-0" i 7'-6" I CAST-IN-PLACE FOOTING SPECS o JOB NO.: 28' MAX �// ( I I I I 2-STORY: 8"x 16";W/(2)#4 OR 2)#5 CONT O \ \\ EXTENT OF I I I I I 2 STORY: 10"x 20"W/(3)#4 OR(2)#5 CONT Q RS0895 //\ a L// ,12"MIN./ / o PAVERS I I I I I SUBDIVISION: /\\/�\\/i /\ I _ � _ _ _- = _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � _ J� I CMU STEMWALL SECTION o Atlantic Beach VAPOR BARRIER �//\ � � t 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK Q Country Club 6"OPT. EXTENSION IN BRICK L _ � - - - - - - - - - - - - - - - _ — _ _ — _ _ _ _ — _ - - - - - _ J FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 LOCATIONS ON FND PLAN COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS " LOT NO.: I MAY BE OBTAINED FROM THE ENGINEER OF RECORD. Z 152 12"UNDER 1 STORY WALL I I I 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY WITH(2)#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO. 5 I I I I ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. >_ FLOOR PLAN: BAR IN BRICK LEDGE 16"UNDER 2 STORY WALL I I I o Key Largo-A1 WITH(3)#4 OR(2)#5 CONT I ( IO 0'-0"A.F.F. PROVIDE STEPS TO I I I I (BEYOND U-BLOCK W/ Z DESIGNED: GARAGE EXT WALL CURB SECTION N RADE PER BUILDER I 7 SIM NO SLAB SIM NO SLAB 7 I - 4"FLOW/6x CONCRETE w (1)#5 CONT w MJP/JEF I / N SLAB W/6x6 W1.4xW1.4 WIN OR FIBERMESH I REVIEWED: z x —.moo FINISH W MGK SIM NO SLAB I �• //\//\//�//\//\//\//\//\ :,P' \/\/\ \ GRADE Q REVISIONS DATE co / / #4 OR#5 VERT \ :1 /\\/\\/\\ 4' CONCRETE SLAB W/ // // /,� 6x6W1.4xW1.4WWF OR I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I REINFORCING@ o` \ \\ \\/ W MAX 72"O.C. / o �r� j FIBERMESH • ___° 0'-0"A.F.F. \� • • O SEE ARCH. W °-- DWGS. 1'-10" 27'-4" Q :4 .4 L--------_°'-- FOOTING TO BEAR ON FIRM �/ / Z ) ADDITIONAL IN DITIOKNAL# OR#5 UNDISTURBED SOIL VERT REINFORCEMENT TO O N4"OPT BCK LEDGE OTED RI FND PLAN HAVE 6"BEND @BOTTOM 1-- 5'-0" 50'-0" PEX VAPOR BARRIER I CAST-IN-PLACE FOOTING SPECS U 12"UNDER 1 STORY WALL1-STORY: 8"x 16"W/(2)#4 OR(2)#5 CONT LL 2-STORY: 10"x 20"W/(3)#4 OR(2)#5 CONT Q +� cS[ UOTUgAI � WITH(2)#4 OR(2)#5 CONT" ,�A E If CMU STEMWALL SECTION . ' � •. f �' 16"UNDER 2 STORY WALL } G NERI G �� 0 n U U� > + • WITH(3)#4 OR(2)#5 CONT O y' G :• 6. t�'•��� 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK J , - FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 O 6 BEARING CURB STEP SECTION COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS Z';- • ' -' MAY BE OBTAINED FROM THE ENGINEER OF RECORD. O U N DAT I O N 1 �AN //� �� O�� 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY 0 ' 'T IUI1 ,t�• w ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. F- 'p� "I ,O A >•'�� b�' Er e Q Michael`G�Pow, ski, P.E. QT ENGINEERING P.E. No.60839 03-20-2015 FRAMING KEYNOTES (QT) NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. MIN(2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2. SEE"INTERIOR SHEARWALL DETAIL"ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES,ALSO SEE"INTERIOR SHEARWALL AT VAULTED TOP PLATE"ON DETAIL SHEET. Cn 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS N N BOTTOM CHORD TO SW DBL TOP PLATE W/10d @ 3"O.C. (V B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH M FLOOR DECK TO SW DBL TOP PLATE W/10d @ 3"O.C. J O 4. PORCH BEAM FRAMING NOTES O N LO A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV. O NOTCH TOP OF PORCH BEAM 3"FOR BEAM PKT CONNECTION AT 000 U WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT 4 ELEVATION. 3%"MINIMUM BEARING REQUIRED IN WALL. PORCH 0 p BEAM TO STUDS W/MS24, HTS20,OR MSTA24. _C B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV. N a PORCH BEAM TO TOP PLT W/MS24, MTS12,OR MSTA24. (2)2x4-1/2 (2)2x4-1/2 N 2 STUDS O U.1 NOTE 1 c7 QTA C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. -j N c9 PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR LLp w WSP HDR-0/2 PORCH BEAM. BEAM TO POST DOWN STUDS W/MS24, MTS12,OR w � M w z MSTA24.STUDS TO TOP PLATE W/MS24, MTS12,OR MSTA24. J � z D. BEAM ATTACHED TO EXISTING FRAMING z ■ ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS O W/SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. U) 5. HIGH UPLIFT WALL: INSTALL QTB @ MAX 48"O.C., REQUIRED U 0 AT THIS SECTION ONLY � 6. BLOCK ALL PANEL EDGES OF SHEARWALLS; FASTEN SHEATHING TO ALL C (D _ FRAMING MEMBERS/BLOCKING w/8d COMMON @ 3"O.C. EDGES,6"O.C. FIELD w D > O U) ■ s d' CK d' O WSP HDR-0/2 SW3 U Y NOTES 3&6 A A101 z o (2)2x10-1/110"x 9 Y4"LSL-1/1 2 STUDS U N 2 STUDS �w 0 QTA ~ QTA 07 3%"x 9 Ya'LSL-2/ O a w z 0 0 1 MSTA24 0 m m 1 LTT206 LL Q o I id se Li 0 Lo (nDwz Hz0 Jaw [�7mm C7 ¢ � aa zomQ � QZwo •PACK SOLID BELOW TRUSS FG02 W/MIN(5)STUDS N Z o w a > a 6 , 1-0 w •FASTEN STUDS TOGETHER W/ (2)2x4-1/2 > k' (L m m F m _j 0F } w z ❑ (2)ROWS 10d @ 8"O.C. NOTE 1 (n F co °��, STAGGERED (n zmoa } ww1— 0zm 0) •FASTEN EACH HDRTOSTUD w ¢ wF ¢ ow � iiWOZL � Z � � 0OQDa0FFmZlil < l, (A o GROUP W/MSTA24 ¢ ZFzwozwXo � o Z •STUDS TO SLAB W/LTT20B 0 `�" � owwa = m pDw � o ¢ W WSP HDR-0/2 00 L7 ¢ QwWZwwZmo ¢ � w zZ X� - 0 - 1 oz - W - ow F- z ¢ FwwLLm � w wwz X ¢ wti ¢ mm LL x z ww ¢ wa � zOU � ZEn — z2 � ZQp — zam0t9Qwo U' momz � � u� wa � u� zz = - 3%"x9Ya"LSL-2/3 W wZO � mz - �� � w � � � Q (2)2x6-1/2 0 3STUDS 1w w - o mw 0F m � m¢ mmn OD (2)2x6-1l2 Q = ¢ zrZ = ¢ � wm — p � ¢ � GARAGE DOOR DESIGN __ j� 0 FZn ¢ �� � � 0 :1 wwzm L_ —J WIND LOAD(PSF): " C7 � nF- z3roam ¢ oci ? nv +21.89/-25.56 S WBLL J G1 SW3 z Z SHEET NO.: ST-6 SEE CHANGE IN O Q O ST-3 PLATE HEIGHT DETAIL,SHEET ST-6 � — — — � — � W � � STRUCTURAL 2 STUDS 2 STUDS w O > > o FRAMING PLAN F• U 0 JOB NO.: o ° Q RS0895 tJd SUBDIVISION: z o Atlantic Beach "o o` LL Country Club F- z • 2 2x12 NO.2 SYP PT LEDGER LOT NO.: c� (2)2x10-1/1 (2)2x6-1/2 •FASTEN TO SOLID FILLED CMU FDN WALL z 152 LL N W/(2)ROWS%"0 x 6"EMBED DRILL& — Zp EPDXY OR EXPANSION ANCHORS 00 WSP HDR-0 — 0 FLOOR PLAN: o Key Largo-A1 m (2 x12-1/2 (2)2 0-1/2 3 1/2"x 1/4"-2/2 o z DESIGNED: NOTE B NOTE4 I I I w MJP/JEF SOON FRAME TO DBL TOP PLT ) H REVIEWED: (2)2x6 NO.2 SPF @ 12"O.C. PLATE HEIGHT SEE CHANGE IN SW3 I I w MGK DETAIL, SHEETST-6I I I Q REVISIONS DATE ` NOTES I(2)2x8 (2)2x8 1. FLASHING&WATERPROOFING ARE OUTSIDE 4 t„ OF STRUCTURAL ENGINEERS SCOPE&SHALL Q BE DESIGNED&SUPPLIED BY BUILDER 2. BUILDER TO SUBMIT SHOP DRAWINGS OF I w z PROPOSED HANDRAIL CONSTRUCTION FOR •2x12 NO.2 SYP PT JOISTS @ 16"O.C. APPROVAL BY EOR PRIOR TO CONSTRUCTION •JOIST TO LEDGER W/LU210 O &INSPECTION. •RIP TO ESTABLISH SLOPE PER w BUILDER z - -(2)2x8 07 - - - - - (2)2x8 - - — (2)2x8 — - - - - - - - - - - - - - - - - - - 4x4 N0.2 SYP PT 4x4 NO.2 SYP PT APEX POST, (4)TOTAL POST FROM U ABOVE,(4)TOTAL FRONT PORCH FLOOR FRAMING P LAN Q }yea°.3�ltytleey� aa-,� TRU¢ >//� 4, CE,,G F� N�',�'fj (j Z q = A 11 — 1 11 W C O v. FIRST LEVEL STRUCTURAL FRAMING PLAN 1 /4 - 1 0 {) ��: Q Midi' e(r �Kozlgws�j,*,P E. QT ENGINEERING P.E:tJ��360839 03-20-2015 i ROOF FRAMING KEYNOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. PRE-MAUNFACTURED SHEAR PANEL 49'l 0" • INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON FRAMING PLAN • SHEAR PANEL TO SW DBL TOP PLT W/10d @ 3"O.C. 2"x6"x6'LONG NO.2 SYP SCABBED • FLOOR DECK TO SHEAR PANEL W/10d @ 3"O.C. RAFTER TAILS PER TYPICAL WALL .2TYPICAL BEARING BLOCK O SECTION,SHEET ST-5 • BEARING BLOCK TO BE NO.2 SYP, MIN 48"LONG AND TO MATCH N LO (0 1- FO- 1,- O M m N rr f` f DIMENSION OF TRUSS MEMBER.O O O I— O O O CO In • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS� J BOTTOM CHORD W/(3)ROWS 10d @ 4"O.C.STAGGERED. O NM LLO J05 3. LEDGER FRAMING NOTES: L HTS20 J05 FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT C EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX 24"O.C.SPACING) 00 • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED 0 JO6 J06 LOCATIONS ON PLAN • SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER 4 C PROTECTION AGAINST CORROSION N JO7 J07 • IN ACCORDANCE W/FRC 502.2.1, EXTERIOR DECK N LEDGERS SHALL BE SECURE TO WALL FRAMING WITH ch LL WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT I J08 J08 FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. L_ N O 7' 10' f , t ROOF FRAMING LEDGER: 4 L Ln 7 2x6....................(4)12d COMMON J J08 _ JO8 2x8....................(6)12d COMMON > 2x10..................(8)12d COMMON z a 2x12..................(10)12d COMMON •2x10 BBON B ARD T EACH Y Cn _0 JO8 FLOG TRUSS /(6)10 J08 FLOOR FRAMING LEDGER(Vv/NAILS): U •ATTA0 EACH LOOR T USS TO PT 2x6................(3)16d COMMON PT 2J08x8................(5)16d COMMON N FIRST LOOR LL W/ TS12 PT 2x10..............(7)16d COMMON J08 o = PT 2x12..............(9)16d COMMON d' (D O CO (0 (0 (O (0 0D O O FLOOR FRAMING LEDGER(W/SCREW S) J08 j j j _ J08 PT 2x6................(3)%"x 4-%"LONG#14 WOOD SCREWS O --:_j �- F- F- = F- �-- �-- 2x12 NO.2 SYP LEDGER, PT 2x8................(5)%4'X 4-%"LONG#14 WOOD SCREWS r PT 2x10..............(7)%"X 4-%"LONG#14 WOOD SCREWS �- J08 L = L =J L 2J L 'JIL - J - J L L J L J L SEE NOTE 3 PT 2x12..............(9)%"X 4-%"LONG#14 WOOD SCREWS FGE01 O cel U 4. OVERFRAMING NOTES Y J08 O O co Np CY) O O ,O F04 ALL RAFTERS TO BE MIN.2x6 N0.2 SYP @ 24"O.C. MAX. Of W U' u- • ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO.2 SYP MIN. Q LL 1 LL 1 LL ' LL 1 LL - LL ' F-THA422 • FASTEN"SLEEPERS"TO EACH TRUSS/RAFTER W/(3)16d 0- J08 2 2 2 2 2 L 2 L �" N F05 COMMONS MIN. z r • EACH RAFTER TO"SLEEPER"W/SIMPSON H3 UPLIFT O THA422 ' CONNECTOR. ~ • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. JO8 L N FO7 - • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO 'THA422 O RAFTER WHERE APPLICABLE W/(5) 1 od COMMONS MIN.zo � x p z 20 J08 L N F07 RAFTER SPAN SCHEDULE IL L] 0 Q Z a° � UI '-TH.A422 O.C. L 0 = W ,� ° o W o JO7 N SPACING LUMBER SIZE In J 0 0 z F z 0 J p p W U � L FO7 2x6 2x8 2x10 2x12 � � w ° ? oIn < mm < nwLL o O m > p - ❑ �, �, - p THA422 12 14'-5" 18'-3" 21'-8" 25'-6" z D a w O W w w p - p J06 N 16" V) Oma zmPw } Wz �- 0 L FO 00 24" 12'-6" 15'-10" 18'-9" 22'-1" CO za � ¢ � uwi2wwN � � wLl w - 10'-2" 12'-11" 15'-4" 18'-0" W Q w 0 w � _ = N ❑ m U m O z JO5 HTS20 'THA422 N T t 20 L.L./15 D.L.#2 SYP U) Q H Z C o a p Z L a Q j C p I� L F07 L0 pWwIIwW - ❑ w ' oam 'THA422 CEILING JOIST SPAN SCHEDULE11� Z Q Q X w Z W w p m O Q w ' Ln co I` 1'10" o.c. W M - OW - Z < 1: WWLME O o o L ., LUMBER SIZE w x Q _U Q m W N N F07 SPACING w waZ �W � � p � ON z Q ww v 'THA422 2x4 2x6 2xs 2x10 Z z = } z Q o ? a o a w o NOTE 1 Q Q "°°a N F08 , W z p O < m Z W j Q � W(D 5 § - F P 12" 11'-10" 18'-8" 24'-7" 26'-0" w O [7 = t7 F W < m ❑ <_ 2"x6"x6'LONG N0.2 SYP SCABBED 16" 10'-9" 16'-11" 21'-7" 25'-7" FSO FSO FSO : Q = � .zzzZ < Ll p � ¢ LL J L J L RAFTER TAILS PER TYPICAL WALL x �' — SECTION,SHEET ST-5 FG03 CV 24" 9'-3" 13'-11" 1T-7" 20'-11" - z U Q F- n o =p w w z F08 10 L.L./5 D.L.#2 SYP 0 � �Fw- z 3 N a � Q O�] h z 0 N 5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY z SHEET NO.: BUILDER F IN ACCORDANCE CORDAN CE WITH FRC R302.12. ST-3A N F08 o ROOF FRAMING PLAN N 0 JOB NO.: O F08 U RS0895 •(2)2x8 S P BLOCKING BETWEEN Q TRUSS T P CHORDS BELOW WALL CV SUBDIVISION: ABOVE F08 O Atlantic Beach •ATTACH LOCKING TO TRUSSES � J W/(4)10 TOE-NAILS EACH END U- Country Club N FGE03 Q DU w LOT NO.: N C14 r r r -, r r _1 r r Z 52 J12 �c� N _ I— N D 2x12 N0.2 N ~ SYP LEDGER, J 12 FLOOR PLAN: J 12 2 O = SEE NOTE 3 O Key Largo-A1 J12 I o _ Z DESIGNED: 00 J12 C:) - J12 o w MJP/JEF N 7' C� ' ' (O 7' O I - REVIEWED: x MGK J11 Q REVISIONS DATE J10 J10 r' m J09 J09 Y z rn o rn H IM- IN- F °� o rn F- LL. LL. U_ tl LL L_ t-- O w TRUSS ENGINEERING NOTES: Q 2"x6"x6'LONG NO.2 SYP SCABBED z RAFTER TAILS PER TYPICAL WALL W SECTION,SHEET ST-5 • ;UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL O °O TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING 1= 19' 26'11" —.i TO THE TYPICAL WALL SECTION SHEET. � ALL EXTERIOR WALLS ARE U • • PEXI ' " � HELD BACK 1/2 FOR SHE �-�- 4910 ATHING Q } � EN I ING's �a �✓ d J �t O Z FIRST LEVEL ROOF FRAMING P AN 1 4" _ W / 1 0 h - X L p Cr, l Q ic�iarYhG�Kozro"W4i, P.L. QT ENGINEERING P.E. No.60839 03-20-2015 i FRAMING KEYNOTES (QT) NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. MIN(2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2. SEE"INTERIOR SHEARWALL DETAIL"ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES,ALSO SEE"INTERIOR SHEARWALL AT VAULTED TOP PLATE"ON DETAIL SHEET. 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: MO A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS N BOTTOM CHORD TO SW DBL TOP PLATE W/10d @ 3"O.C. (�J B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH M FLOOR DECK TO SW DBL TOP PLATE W/10d @ 3"O.C. O 4. PORCH BEAM FRAMING NOTES O CV L A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV. O NOTCH TOP OF PORCH BEAM 3"FOR BEAM PKT CONNECTION AT 000 N WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT — ELEVATION. 3%"MINIMUM BEARING REQUIRED IN WALL. PORCH 00) BEAM TO STUDS W/MS24, HTS20,OR MSTA24. I _C B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV N a) PORCH BEAM TO TOP PLT W/MS24, MTS12,OR MSTA24. CV M LL C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. LJ N PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR p t PORCH BEAM. BEAM TO POST DOWN STUDS W/MS24, MTS12,OR J Lo MSTA24. STUDS TO TOP PLATE W/MS24, MTS12,OR MSTA24. J N D. BEAM ATTACHED TO EXISTING FRAMING z ■ e =3z ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS O U) ` W/SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. 5. HIGH UPLIFT WALL: INSTALL QTB @ MAX 48"O.C., REQUIRED Q AT THIS SECTION ONLY � -2 L OLLI (D TR3 2 O 2 STUDS o 2 STUDS ? 0 2 STUDS jcoo_� 02cww�l ■ —. MSTA36 a QTA W I- F_ 01 0 U Y Q WSP HDR-0/2 a WSP HDR- I F z O L=::p vl�== I— U) I- w w z 20 a. CJ Q ❑ i ❑ z Q ❑ U] 11 WQZ 0 - W 2 - 0 W ❑ Lr) J ❑ 0 Z F Z J O O O N � ~ } R O Z W J - m J z Z U) r WSP HDR-0/2 O � wm > p � mlQ- o � ❑ � � z oaw ❑ WWJIIIWNU] tJa Cn pmmIL z W �H- w mZZm a ' W Qa � a ❑ W � = winE) mm Z a = oa � � � F HMZW < LL V) QI- zH ❑ W � zt 010 Omwa = � o ❑ w50aw w s, zQQXWOwF � cn0Q0z W E - awXFzaQm �'Lwl� U) ` W wLd Ldz WQwUL1 � N Z Z wwQwa � l- o _ � zNww Z Zooz } I� rnwamNZz � F WSP HDR-0/2 z = } zQo � - ELL] 0 [5Qw0 W wwJ � m � w � a � W3 � l- a E ,, Q wQ ❑z } z = ❑ � w � � w0 � F7- I- 1Zl=F Y ❑ zwGoWIQ- � Zna - ❑ 1 ❑ = w z -I-i tl111 F- ? 3NaU) <0mF=- ? LjU a WSP.HDR-0/2 O a U_ U Z SHEET NO.: m O o - ST-4 W a o STRUCTURAL z N /2 FRAMING PLAN O Z JOB NO.: W (0 RS0895 cx WSP HDR-0/2 Q N "t SUBDIVISION: UL 2 STUDS p o o Atlantic Beach p MSTA36 � � � CountryClub Q WSP HD -0/2 WSP HDR-0/2 Q m (2)2x4-1/2 U LOT No.: NOTE 1 z 152 BALLOON FRAME TO DBL TOP PLT - FLOOR PLAN: W/(2)2x6 NO.2 PF @ 12"O.C. SW3 SW3 o Key Largo-A1 FASTEN BOTTOM PLATE 0 = DESIGNED: TO FLOOR TRUSS @ 3"O.C. w MJP/JEF t f REVIEWED: LU MGK Q REVISIONS DATE m 0 W z O W Q z U) Z) 0 PEX el 1=- • • L1_ F se U) �R' �, ,FrLTRG* u_t °.10 �F9NG 9F Q IJ u�� SECOND LEVEL STRUCT RAL FRAMING PLAN 1 /4" = 1 ' W= • °F .. 4 " W Q M chof G!IiKo0 ski, P.E. QT ENGINEERING P.E. No.60839 03-20-2015 ROOF FRAMING KEYNOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. PRE-MAUNFACTURED SHEAR PANEL • INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON FRAMING PLAN • SHEAR PANEL TO SW DBL TOP PLT W/10d @ 3"O.C. • FLOOR DECK TO SHEAR PANEL W/10d @ 3"O.C. M 2. TYPICAL BEARING BLOCK O • BEARING BLOCK TO BE NO.2 SYP, MIN 48"LONG AND TO MATCH N N DIMENSION OF TRUSS MEMBER. 07 • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS J BOTTOM CHORD W/(3)ROWS 10d @ 4"O.C.STAGGERED. LL 3. LEDGER FRAMING NOTES: L • FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX 0004 O (l Cl)24"O.C. SPACING) 4 • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED 0 LOCATIONS ON PLAN , • SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER N PROTECTION AGAINST CORROSION E • IN ACCORDANCE W/FRC 502.2.1, EXTERIOR DECK 04 LEDGERS SHALL BE SECURE TO WALL FRAMING WITH LL WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT �LLI N FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. 0 LO ROOF FRAMING LEDGER: 2x6....................(4)12d COMMON =� -a) 2x8....................(6)12d COMMON Z ■ 2x10..................(8)12d COMMON 0 (n 2x12..................(10)12d COMMON U) FLOOR FRAMING LEDGER(W/NAILS): PT 2x6................(3)16d COMMON -2 PT 2x8................(5)16d COMMON C PT 2x10..............(7)16d COMMON O = PT 2x12..............(9)16d COMMON W FLOOR FRAMING LEDGER(W/SCREWS): 1— O 30'10" PT 2x6................(3)Y4 x 4-Yz"LONG#14 WOOD SCREWS U) ■ d. PT 2x8................(5)Y4"X 4-%"LONG#14 WOOD SCREWS 2"x6"x6'L NG NO.2 SYP SCABBED PT 2x10..............(7)Y4"X 4-%"LONG#14 WOOD SCREWS d' RAFTER TAILS PER TYPICAL WALL PT 2x12..............(9)Y4"X 4-%"LONG#14 WOOD SCREWS SECTION, HEET ST-5 O U 4. OVERFRAMING NOTES Y Q CN M N • ALL RAFTERS TO BE MIN.2x6 NO.2 SYP @ 24"O.C.MAX. Q ® O O O O O O O O O O • ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO.2 SYP MIN. • FASTEN"SLEEPERS"TO EACH TRUSS/RAFTER W/(3)16d Nini N M r O O � H COMMONS MIN. Z • EACH RAFTER TO"SLEEPER"W/SIMPSON H3 UPLIFT O J01 CONNECTOR. I~— • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO U LO J02 J02 RAFTER WHERE APPLICABLE W/(5)10d COMMONS MIN. It X o z W Q • ❑ RAFTER SPAN SCHEDULE a U m rn J03 J03 O.C. LUMBER SIZE It rn 0 ❑ z - z U m o 0 J w SPACING U UI m zpUl - wU m > a o z w - m J Z W ❑ 2x6 2x8 2x10 2x12 F � ww om � a � ❑ Ww J04 J04 12" 14'-5" 18'-3" 21'-8" 25'-6.. Z o aa.. w o w w _j 0 0 N N o = m mI- w O !p ' 16" 12'-6" 15'-10" 18'-9" 22'-1" om ❑ a >- wwPNNm0z0 7 LO110 l(') 1 W QaPQ [7m2wwNl- Nwz J04 ij 24" 10' 2" 12'-11" 15'4" 18'0" Z QwI- N � w � FPazzWaw J04 s 20 L.L./15 D.L.#2 SYP 0 Q � Zo < � w0zwxaIop m omzawm Ozw ❑ Oaw J04 � J04 CEILING JOIST SPAN SCHEDULE z Q Q 0 w 0 p F 0 - p 0 z W m � Ow I- ZQI- wa7_ m � _' ., O.C. LUMBER SIZE w w w z x Q w - ¢ m `` z c t• SPACING wm ¢ ma2H0 ZI Nww . J04 J04 2x4 2x6 2x8 2x10 z � I 0 z >-LL Ww U ❑ ZZ I - ;. U m mz > I� ulwapin ? zI - . a J04 = 12" 11'-10" 18'-8" 24'-7" 26'-0" Z w o a Q m z_ - m Q m z 3 P F . T _ " w = < z >- z 2 Q U w m W OW Q w C:) 0O 16" 10'-9" 16'-11" 21'-7" 25'-7 Q w m P m J04 p� 0 I- I-F_ 2zwo wI- m ` I- 2Z - N N 24" 9'-3" 13'-11" 1T-7" 20'-11" 0 w Q m ¢ F w h x ❑ 0 J04 10 L.L./5 D.L.#2 SYP O U�- 3 N a in Q ❑t11 I- z U U J04 J04 5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY z SHEET NO.: BUILDER IN ACCORDANCE WITH FRC R302.12. O ST-4A J04 J04 o ROOF FRAMING J04El a- PLAN J04 0 JOB NO.: J04 J04 Q RS0895 0 SUBDIVISION: J03 J03 o Atlantic Beach �- Country Club Q J02 J02 - LOT No.: z 152 J01 J01 FLOOR PLAN: Key Largo-A1 0 N M M N . n Z DESIGNED: 11611 0 0 0 0 0 0 16 1 � MJP/JEF w I— REVIEWED: X MGK CL 2"x6"x6'LONG NO.2 SYP SCABBED Q REVISIONS DATE RAFTER TAILS PER TYPICAL WALL SECTIO q,SHEET ST-5 10'5"8 911111 10'5"8 m 0 w z TRUSS ENGINEERING NOTES: Z • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL p TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING eA' PEX TO THE TYPICAL WALL SECTION SHEET. U • ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING Q 9 ��STR�l9T C }'EJVG� E INGf oda 3 1 0 -s J :fir w0 01 Z: 11 _ 1 11 W• �'• C o p •2 SECOND LEVEL ROOF FRAMING PLAN 1 /4 1 0 • � i b4 19Q 64 l wo o gk1�P.E. QT ENGINEERING P10.4 03-20-2015 03-20-2015 TRUSS OR RAFTER TO 2x NO*2SYPBLOCKING TOFIT RECOMMENDED QUICK TIE PLACEMENT PROCEDURE TOP PLATE W/H4A OR TIGHT BETWEEN TRUSSES, (3)10d QT CONTINUOUS FROM 2ND (2)MS24/MSTA24 OR TLOK06, LINO ROOF COMMON TOE-NAILS @ EACH END PLACE QT's AT SHEARWALL ENDS AS INDICATED ON THE FRAMING PLAN. QT'S SHOULD LEVEL DBL TOP PLT O S B QTA TO HEADER FRAMING PLAN SHEATHING TO BE CONTINUOUS TO HAVE WASHER LOCATED NEXT TO STUD COLUMN SUCH THAT PLATE WASHER ISB BLOCKING, %"BETWEEN TOP BELOW WOOD IN PANEL AND CENTER OF LOCATED DIRECTLY OVER STUD COLUMN. FASTENERS , PLACE QT's WITHIN 3" OF BEARING WALL END STUDS. III III J LU III TRUSS OR RAFTER TO TOP PLATE i . PLACE QT's AT MAX 48" O.C. (EXCEPT AS NOTED IN "ALTERNATE QUICK-TIE SPACING AT OR TLOK06, LINO ON ROOF FRAMING PLAN w EXTERIOR WALLS:QTA @ MAX 8FT O.C. FOR TRUSS 2x6 x 6'LONG NO.2 SYP �' MINIMAL UPLIFT WALLS") III _ _ _ III N . PLACE QT's AT HIGH POINT LOADS PER FIXED LOCATIONS INDICATED ON FRAMING PLAN. IIII I IIII N SPANS OF 20 FEET OR LESS.QTA @MAX 48"O.C. OVERHANG RAFTER I I I FOR TRUSS SPANS GREATER THEN 20 FEET, U.N.0 SCABBED TO TRUSS TOP 2x6 x 6'LONG NO.2 SYP III M ON PLAN.SEE TABLE 6:QUICK TIE CONNECTORS CHORD w/(2)ROWS 10d @ OVERHANG RAFTER QTO ARE ACCEPTABLE ALTERNATIVE TO GARAGE RETURN DETAIL SPECIFIED III J TYPICAL TYPICAL TYPICAL III o LL ON SHEET ST-1 FOR TYPICAL INSTALLATION. 6"O.C., STAGGERED; U.NO. SCABBED TO TRUSS TOP HOLDDOWNS ONLY IF #4 OR #5 VERTICAL REINFORCING HAS BEEN INSTALLED IN CURB @ l I ISPACING UNO SPACING UNO SPACINGUNOIII o CHORD w/MIN(16)10d N INTERIOR WALLS:QTA@MAX 48"O.C. U.N.O ON COMMON NAILS 18" O.C. MAX, MIN (2) VERTICAL BARS@ EACH RETURN. QTO MUST HAVE MIN 11" III III N PLAN,SEE TABLE 6:QUICK TIE CONNECTORS ON O SHEET ST-1 FOR TYPICAL INSTALLATION EMBEDMENT III TYPICAL QTA @ MAX - N STUD SPACING PER TABLE 3:MAXIMUM EXTERIOR TRUSS OR RAFTER TO TOP PLATE W/HA4 OR TLOK06, UNO III III 48"O.C., MIN(1)PER m WALL STUD SPACING. ROOF BEARING ONLY. I L LON ROOF FRAMING PLAN ALTERNATE QUICK-TIE SPACING AT MINIMAL UPLIFT WALLS III III SHEARWALL c (QTA REQUIRED FOR d WALL SECTION AT ROOF ALT. WALL SECTION AT ROOF III SW SW III ROOF LOAD BEARING N 1 . _GABLE WALLS: EXCEPT WHERE FIXED LOCATIONS ARE SHOWN. WALLS BELOW GABLES I WALLS ONLY) N - STANDARD HEEL CONDITION RAISED HEEL CONDITION DO NOT REQUIRE QT. BOTTOM PLATE'ANCHORS MAX 48" O.C. OR PER TABLE 8: III III Ui cN (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) @ SPECIFIED SHEARWALLS, SHEET ST-1 . IIII I IIII Ili LOo 2. TRUSS SPANS <20 FT: EXCEPT WHERE FIXED LOCATIONS ARE SHOWN, QT SPACING MAY III III STUD SPACING PER BE EXTENDED TO 8FT O.C. PROVIDED A HA4 IS INSTALLED FROM TOP PLATE TO STUD > ■ TABLE 3:MAXIMUM + Z p, FASTEN BOTTOM PLATE TO GABLE W EXTERIOR WALL STUD 1 �� �� � SPACING. ROOF AND TRUSS W/10d COMMON @ 6"O.C., UNO. AT APPROXIMATE MIDSPAN WITH A /2 BOTTOM PLATE ANCHOR AND 2 SQ WASHER AT CABLE CONTINUOUS Y -a FLOOR BEARING. MID POINT OF THE BOTTOM PLATE. FROM 2ND LEVEL INTERIOR WALLS:QTA @ MAX 48"O.C. U.N.o 3. EXTERIOR WALLS PARALLEL TO TRUSSES: EXCEPT WHERE FIXED LOCATIONS ARE DBL TOP PLT To Q \ ON PLAN SLAB SHOWN, QT'S MAY BE OMITTED. BOTTOM PLATE ANCHORS @ MAX 48" O.C. OR PER III III _ TYPICAL: BOTTOM PLATE TABLE 8: SPECIFIED SHEARWALLS, SHEET ST-1 . IIII IIII w TO RIBBON BOARD W/10d FLOOR TRUSS III I I`f 2ND FLOOR END > O COMMON @ 6 O.C. BY OTHERS GABLE FLOOR I I( \ L - - LI - - -i III STUDS TO 1ST ■ TRUSS BY OTHERS HEADER TO TOP PLATE IIII IIII FLOOR HEADER W/ CONTINUOUS 2x4 CONNECTION PER HEADER (2)MS36/(2)CS18 RIBBON BOARD FRAMING NOTE 3 ON ST-1. III III WITH(9)10d EACH 2x4 NO.2 SYP DIAGONAL BRACE @ 48" NOTE 3 III III END OR QTA O.C. DIAGONAL BRACE TO FLOOR NOTE 1 &2 IIII TYPICAL IIII Y WOOD FLOOR TRUSS BY OTHERS TRUSS OR DBL TOP PLATE W/(3)10d Of (D COMMON TOE-NAILS AT EACH END. I I ISPACING UNO TYPICAL QTA @ MAX Q FASTEN GABLE TRUSS TO DBL TOP III ZL III 48"O.C., MIN(1)PER 0- PLATE W/8d COMMON @ 6"O.C., UNO III , IIII SHEARWALL O II II (QTA WALL SECTION AT FLOOR I I I I I I III SW III ROO R OADRED FOR � PERPENDICULAR FLOOR TRUSS CONDITION ALT. WALL SECTION AT FLOOR - _ - - _ LI- _ _ _ I III BEARING WALLS U) III IIII ONLY) L0 PARALLEL FLOOR TRUSS CONDITION IF REQUIRED QT d. X 0 } m (THIS SECTION IS TYPICAL FOR TWO STORY APPLICATIONS) (THIS SECTION IS TYPICAL FOR TWO STORY APPLICATIONS) SPACING IS GREATER III III ADDITIONAL STUDS w w m z 0 0 THAN OPENING III III REQ. IF QTO,SEE Q � N D D w Q z WIDTH, PRESERVE IIII III TABLE 6:QUICK TIE t w a z = n F- 0 0 W B TYPI AL IFT QT SPACING AND DO I BOTTOM PLATE I ANCHORS, SHEET a o z W - m z z 0 'CABLE NOT INSTALL QT ANCHORS @ 24" ST-1 w w - 0 m m m w w EACH SIDE OF III III O wWm > 0mww � mN - o GABLE END TRUSS OPENING(U.N.O. ON IIII O.C. MAX IIII Z 0awm0 [LI 0 � wz0m PLAN) U) 0 � a ZwHw � mOZO TYPICAL BOTTOM PLATE ANCHOR @ MAX a 0 w N 48"O.C. EXCEPT AT SHEAR WALLS. SEE TLOK06 @ 32"O.C. e W Q w 0 0 0 w 2 = w o z Z Q � m -ImmFFazw < LL TABLE 8:,SHEET ST-1. (8"EMBED INTO '` STEMWALL 6"EMBED INTO CONCRETE STUD SPACING PER - a wm w mw 1 w 0 X 0 D EXCEPT AT HOLD-DOWNS. SEE TABLE 7: TABLE 3:MAXIMUM CORNER INSTALLATION �� ° m W a m w � Q W EXTERIOR WALL STUD ( OTE:THIS DETAIL IS APPLICABLE FOR BOTH 90°&45°CORNERS) I I I z z Q X FW- - o F 0 w m Q p z SPACING.ROOF AND I I W m w 0 W X Q w � Q � m LL C7 � f I I I I I I W Z m Z FLOOR BEARING. 2x WOOD STUD WALL 1. (1)QUICK-TIE ALLOWED @CORNERS OF TYPICAL WALLS i 05 '` TWO STORY STACKED SECOND FLOOR WALL SECOND FLOOR Z W W Q W a I- 0 y �D Z N w w a 4 (2)2x TOP PLATE OVERLAPPING PLATES. I I r4777! SHEARWALL OVER HEADER SHEARWALL _ Z Q o a a \ \\\\\\ a d a QUICK TIE TO FOUNDATION PLATE OVERLAPS THIE OWER TOP PLATEUPPERMOST TOP Z wWOQmz - mQtmz3 � � Q TYPICAL UPLIFT ANCHOR INSTALLATION FOR W Z W W Q m \ \ \ \ \ IF PLATES ARE NOT LAPPED AS SHOWN, INSTALL QUICK-TIE Q 2 Q } z = Q w m p Q a \\\\\\\\\\\ EACH SIDE of CORNER SECOND FLOOR WALLS AND SHEARWALLS Z Q o = ° w o Z A- ADDITIONAL \/ \ \ //\\ ANCHORS PER 0H ? 3NarFnQo�7F ? o � NOTES LL 1. EACH SILL PLATE SEGMENT SHALL HAVE A MINIMUM OF(2)BOTTOM PLATE ANCHORS. INSTALL HEADER FRAMING ANCHORS WITHIN 12"OF EACH END OF SEGMENT(BUTT JOINTS). NOTE 4 ON ST-1. Z SHEET NO.: 2. ACCEPTABLE BOTTOM PLATE ANCHORS INCLUDE QUICK TIE CONNECTOR OR %"DIA.THREADED ROD QUICK TIE TOP PLATE TYPICAL HEADER ELEVATION o ST-5 IN POWERS AC100 TEAL OR GOLD EPDXY ANCHORING,OR SIMPSON %2"DIA.x6"LONG TITEN HD INSTALLATION AT GABLE WALL SCREW ANCHOR. SCREW-IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS � TYPICAL WALL MUST BE USED IN STEMWALL FOUNDATIONS. 3. SEE TABLE 6 FOR MINIMUM QUICK TIE CONNECTOR EDGE DISTANCES. MIN 1 3/4'OTHERWISE. NOTE:AT GABLE END WALLS,QUICK TIE REQUIRED ONLY AT �/"DIA HOLE a"DIA HOLE /a'DIA HOLE 1"DIA HOLE ) EPDXY OVERSPILL ry 0- SECTION FIXED LOCATIONS INDICATED ON PLAN.SEE"ALTERNATE CENTERED 3/a"HEX NUT CENTERED 3/"HEX NUT CENTERED %"HEX NUT CENTERED 5/"HEX NUT a'QUICK TIE JOB NO.: X , QUICK-TIE SPACING AT MINIMAL UPLIFT WALLS"THIS SHEET. IN TOP PLATE 2"x 2"x%"STEEL WASHER IN TOP PLATE 2%4'x 2%4'x%a'STEEL IN TOP PLATE 3"x 3"x 3/6"STEEL IN TOP PLATE 3"x 3"x 3/6"STEEL P.T.2x BOTTOM PLATE 0 WALL SECTION AT FOUNDATION WASHER WASHER WASHER RS0895 (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) (2)2x TOP PLATE (2)2x TOP PLATE (2)2x TOP PLATE (2)2x TOP PLATE _ MIN EDGE DISTANCE Q �; SUBDIVISION: INTERIOR LOAD BEARING WALL EXTERIOR LOAD BEARING WALL o Atlantic Beach 13/e"DIA s EXTERIOR EDGE PLAN VIEW ly„ WASHER 1/q DIA a OF CONCRETE Country Club TYPICAL WALL SECTIONS PLAN VIEW PLAN VIEW PLAN VIEW WASHER PLAN VIEW Q (5)10d TO 3/" HEX NUT 3 3/e" HEX NUT /z HEX NUT w/1/6 DIA 'S/" HEX NUT w/13/4'DIA � LOT NO.: TOP PLATE 7/"DIA HOLE 7/8'DIA HOLE �/"HOLE WASHER 1"DIA HOLE WASHER �"QUICK TIE Z 152 CENTERED 2"x 2"x%e"STEEL WASHER CENTERED 2%"x2%"x%a'STEEL CENTERED 3"x 3"X 3/6"STEEL CENTERED 3--x3-'x3/16-'STEEL 8 EPDXY OVERSPILL _ LS18 STRAP IN TOP PLATE IN TOP PLATE WASHER IN TOP PLATE WASHER IN TOP PLATE WASHER z'DIA HOLE IN P.T.2x BOTTOM PLATE } FLOOR PLAN: FASTEN BOTTOM PLATE TO BEAM(OR 1 1 (2)2x TOP PLATE (2)2x TOP PLATE (2)2x TOP PLATE (2)2x TOP PLATE BOTTOM PLATE O 6"O.C. UNO. (5)10d TO Ke Largo-Al GIRDER W/10d COMMON �+ J Y STUD Q WALL SHEATHING TO BOTTOM PLATE,SEE TABLE 2:WOOD STUCTURAL EMBEDMENT PANEL SHEATHING REQUIREMETNS ON SHEET ST-1 FOR EXTERIOR 8'QUICK TIE Z DESIGNED: WALLS.ALTERNATE STRAPPING METHOD BELOW MAY BE USED IN LIEU OF STEEL SWEDGE G v MJP/JEF 3/a'QUICK TIE %"QUICK TIE 3/"QUICK TIE 3/s'QUICK TIE " 5 " U SHEATHING FOR INTERIOR WALLS. / QUICK TIE /4 QUICK TIE /s QUICK TIE �s'QUICK TIE W STEEL SWEDGE CABLE TO STEEL SWEDGE CABLE TO STEEL SWEDGE CABLE TO STEEL SWEDGE CABLE TO REVIEWED: ALTERNATE STRAPPING METHOD FOR WALL TO BEAM,HEADER,OR FOUNDATION FOUNDATION FOUNDATION ,FOUNDATION CONCRETE X GIRDER FOUNDATION LU MGK TYPICAL WALLS: STUD TO TOP PLATE W/MS24/HA8/TSP @ 32"O.C.,STUD ELEVATION ELEVATION ELEVATION ELEVATION MIN 2500 psi ELEVATION Q TO BEAM/GIRDER BELOW WITH MS36(OR CS18) REVISIONS DATE W/(18)10d COMMON @ 32"O.C. 1 QTA(1/8")-TOP PLATE CONNECTION 2 QTB(3/16")-TOP PLATE CONNECTION 3 QTG(1/4")-TOP PLATE CONNECTION 4 QTO(5/16")-TOP PLATE CONNECTION 5 QTA(1/8")-BOTTOM PLATE CONNECTION KING STUDS: EACH KING STUD TO TOP PLT WITH MS24 AND TO BEAM/GIRDER BELOW WITH MS36(OR CS18)WITH m (18)10d COMMON.' EPDXY OVERSPILL EPDXY OVERSPILL EPDXY OVERSPILL STUD TO TOP PLATE CONNECTION SHEARWALLS: DOUBLE STUD AT SHEARWALL ENDS TO BEAM/GIRDER 16'QUICK TIE %a"QUICK TIE P.T.2x BOTTOM PLATE 5�s' QUICK TIE P.T.2x BOTTOM PLATE W BELOW WITH(2)MS36(OR CS18)WITH(18)10d COMMON 1. THIS DETAIL IS INTENDED TO BE USED FOR STUD TO TOP P.T.2x BOTTOM PLATE SIDE VIEW FRONT VIEW FRONT VIEW Z EACH. PLATE CONNECTIONS AT THE END OF SHEARWALLS AS _ MIN EDGE DISTANCE _ MIN EDGE DISTANCE MIN EDGE DISTANCE O NOTES: WELL AS AN ALTERNATE STUD TO TOP PLATE TRUSS/STUD ALLIGNED TRUSS/STUD NOT ALIGNED 1. WHEN FLOOR SYSTEM EXCEEDS 16"DEPTH, USE CS18 EXCLUSIVELY. CONNECTION WHEN QTA IS NOT FEASIBLE OR AS AN N M � WOOD FLOOR 2. CONNECTIONS LISTED ABOVE ARE TYPICAL FOR SECOND FLOOR ALTERNATE TO THE SPH4/6. TRUSSES BY WALLS ABOVE WINDOW AND DOOR OPENINGS(HEADERS). 2. WHEN UTILIZING THIS DETAIL,ALL TRUSS TO TOP PLATE EXTERIOR EDGE PLAN VIEW EXTERIOR EDGE EXTERIOR EDGE--/ °° Q OTHERS OF CONCRETE OF CONCRETE PLAN VIEW OF CONCRETE PLAN VIEW Z 3. EXCEPTION: SIDEWALLS REQUIRE STRAPPING AT(1)KING STUD CONNECTIONS MUST BE INSTALLED ON THE SAME FACE 07 EACH SIDE OF OPENING. AS THE LS18. 5/6"QUICK TIE 4� � 333"QUICK TIE %4'QUICK TIE EPDXY OVERSPILL I O SECOND FLOOR TO BEAM OR HEADER CONNECTION EPDXY OVERSPILL EPDXY OVERSPILL 3/4'DIA HOLE IN 20° FPEX - 2"DIA HOLE IN P.T.2x BOTTOM PLATE 9/s"DIA HOLE IN P.T.2x BOTTOM PLATE BOTTOM PLATE P.T.2x BOTTOM PLATE 1-1/2" 1-112" BOTTOM PLA E BOTTOM PLATE 3 ° OR OR U • '41 1 m q± GREATER t GREATER LL. QUICK TIE Q TYPICAL WALL SECTION NOTES: QUICK TIE EMBEDMENT %"QUICK TIE EMBEDMENT STEEL SWEDGE EMBEDMENT at'1�lf39 r „ STEEL SWEDGE v STEEL SWEDGE G 4 �,%%%ENR:CT Rl �",'�Pa 1. ALL TOP PLATES ARE TO BE BUILT WITH (2) 2x NO.2 SYP FASTENED W/(2) ROWS 10d @ 8 O.C. STAGGERED (UNO). a . MINIMUM 48" LAP W/ MINIMUM 20 10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. x ( ) CONCRETE r ' •`+ 2. 1ST AND 2ND FLOOR BOTTOM PLATES SHALL BE N0.2 SYP DUE TO FASTENER CAPACIITIES. coNCRETE CONCRETE TLOK06 TLOK06 TLOK06 , t, v �; \` FOUNDATION FOUNDATION FOUNDATION 3. FLOOR-TO-FLOOR UPLIFT CONNECTIONS NOT REQUIRED UNDER JACK AND GABLE TRUSSES, TYPICAL. MIN 2500 psi a Z0. j 4. SEE PLAN FOR ADDITIONAL NON-TYPICAL METAL CONNECTORS AT GIRDERS AND SHEAR WALLS MIN 250°psi ELEVATION MIN 2500 psi ELEVATION =, TLOK06 TRUSS TO DOUBLE �' • , T��;E OF ,a Ifs ELEVATION �• •, 5. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NOT REQUIRED AT CRIPPLES BELOW WINDOW SILL BLOCK ,•, �. 6 QTB(3/16")-BOTTOM PLATE CONNECTION 7 QTG(1/4")-BOTTOM PLATE CONNECTION 8 QTO(5/16")-BOTTOM PLATE CONNECTION TOP PLATE CONNECTION xLU �{ W Q M100,6l GIKozlows�llq P.E. QUICK TIE CONNECTION DETAILS QT ENGINEERING F'.`EdNo9`60839 03-20-2015 (1)DIAGONAL BRACE PER(10)TRUSSES APPLIED TO OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT APPROXIMATE 45°ANGLE TO NO LESS THAN(3)TRUSSES. 2x NO 2 SYP NAILER FASTENED 7 Y4"MAX 16"MAX (CONTINUOUS LATE RALiIRESTRAINTII TO DOUBLE TOP PLATE W/12d 2x4 NO.2 SYP CATS @ 12"O.C. (CLR). QUANTITY AND LOCATION COMMON @ 3"O.C.AND TO(1) FASTENED TO DOUBLE TOP PLATE 2x4 NO.2 SYP NAILER TO DEFINED BY TRUSS SHOP DRAWING. ADJACENT TRUSS W/(1)ROW W/(4)12d COMMON AND TO EACH BOTTOM CHORD OF TRUSS Cn OF 12d COMMON @ 3"O.C. ADJACENT TRUSS W/(3)10d W/10d COMMON @ 3"O.C. M COMMON TOE-NAILS. O N TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD M APPLIED TO EITHER IF LATERAL RESTRAINT MUST BE J /s"OSB SHEATHING FASTENED SIDE OF WEBS MADE OF MORE THAN ONE PIECE, p �- FASTEN TOP PLATE TO EACH FASTEN TOP PLATE TO EACH TO NAILER W/8d COMMON @ 3" - DO SO WITH OVERLAPPING BRACES � O.C.AND TO DOUBLE TOP PLATE � OTHER WITH(2)ROWS OF(4)10d OTHER WITH(2)ROWS OF(4)10d W/8d COMMON @ 3"O.C. LIKE THIS(TYP EVERYWHERE) • COMMON BETWEEN EACH STUD COMMON BETWEEN EACH STUD C14 (n FASTEN TOP PLATE TO EACH KING AND JACK STUDS Cq (n PER ENGINEERING ItOTHER WITH(2)ROWS OF(4)10d 7/s"OSB ATTACHED TO STUDS 0 7/1s"OSB ATTACHED TO STUDS COMMON BETWEEN EACH STUD 0) O WITH MINIMUM 8d COMMON @ 3" WITH MINIMUM 8d COMMON @ 3" GARAGE DOOR BUCK/JAMB MB NAILED C O.C.ON EDGE, 12"O.C. IN FIELD. O.C.ON EDGE, 12"O.C. IN FIELD. '/s"OSB ATTACHED TO STUDS TO STUDS W/(2)16d COMMON OR TRUSSES NEEDING BRACING N E WITH MINIMUM 8d COMMON @ 3" "'' ``^' ' " 12d CC NAILS @ 16"O.C. O.C.ON EDGE, 12"O.C. IN FIELD. M U_ WEATHER STRIPPING/STOP f— LATERAL BRACING - MULTIPLE TRUSSES o OPTION 1 OPTION 2 OPTION 3 GARAGE DOOR 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER(UNO). Ld LO ------- _ _ 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY J CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. -------------- 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS Z ■ INTERIOR SHEARWALL DETAIL 77DOOR NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. OU) 1. FOR TRUSSES THAT SIT DIRECTLY ABOVE THE WALL, FASTEN TRUSS 4. ALL FASTENERS SHOWN ARE.131"x 3"LONG(UNO). wBOTTOM CHORD TO DOUBLE TOP PLATE WITH 10d AT 4"O.C. 2x6 SYP GOAL POST ATTACHED 5. DESIGNED PER BCSI-B3,2007.2. THIS INTERIOR SHEARWALL DETAIL IS INTENDED FOR USE IN AREAS WHERE TO STUDS W/(2)ROWS OF 3-%" U OF SPECIFIED DECK SCREWS FOR THE SHEARWALL RUNS PARALLEL TO THE TRUSSES.THIS IS A PREFERRED GALV DECK SCREWS @ 12"O.C.ALTERNATIVE TO FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK. POST ATTACHMENT,THE GARAGE SUPPLIER MAY SPECIFY A FASTENING NGARAGE DOOR TRACK ATTACHED ATTERN OF THE GARAGE DOOR TRACK _ PER MANUF WRITTEN DIRECTLY TO THE KING AND JACK STUDS, CONTINUOUS LATERAL RESTRAINT WEB LU _0 SPECIFICATIONS THROUGH THE GOAL POST. as°MAX Js"MAX _JT MAX BRACE SUBSTITUTE O WEB MEMBER SPECIFIED ALTERNATE BRACING U) ■ d' GARAGE DOOR JAMB DETAIL slzE T L scAB y. 2x4 1 ROWW 2x44 (1)2x4 2x4 2 ROWS 2x6 (2)2x4* 0 O T-BRACE FASTENED TO WEB W/10d AT 6"O.C. 2x6 1 ROW 2x4 (1)2x6 U ROOF DECK 2x6 2 ROWS 2x6 (2)2x4" Y 2x8 1 ROW 2x6 (1)2x8 TRUSSES PARALLEL TO WALL: ROOF TRUSS 2x8 2 ROWS 2x6 (2)2x6"2x4 SPF(MIN) NAILER FASTENED OR RAFTER L-BRACE FASTENED TO ZO TO DBL TOP PLT W/10d @ 3"O.C. WEB W/10d AT 6"O.C.2x4 SPF(MIN) SINGLE TRUSS BRACING TRUSSES PERPENDICULAR TO WALL: BLOCKING 2x4 SPF(MIN)BLOCKING BETWEEN EACH 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL BETWEEN EACH TRUSS. FASTEN TRUSS. FASTEN TO RESTRAINT(CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE LO X o } a TO DBL TOP PLT W10d @ 4"O.C. BEAM w/10d @ 4"O.C. SCAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED. r a w a < o ❑ WEB W/10d AT 6"O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING,OR '4 n ❑ Z a a ui 'IF(2)BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. r Q LL p m w Y 0 w w w p REQUIRED,APPLY(1)BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE,SPECIES,AND N ❑ ❑ ? Iz- z U N p w n m a TRUSS TO BEAM WITH �s^MAx �s°MAx s^MAx TO EACH FACE OF WEB. GRADE AS WEB TO BE BRACED. r J > as a Z w _J � m -j Z z ❑ aFww - amaaQ ❑ wa PERMANENT WEB BRACING O F, w w w w U] o a OR THICKER CDX HA4 OR TLOK06 OR OSB FASTENED TO a m N - ❑ TRUSSES, RAFTERS Z oaw 2x WALL FRAMING OR BLOCKING W/8d zaa pQmUl2: U1 zwIII o COMMONS @ 3;EDGE, PORCH BEAM w o a } w w N U3 m ❑ z " Z Q = I- mJaaFFaZw ¢ v W Q w F ❑ w � I W ❑ Z v a 12"FIELD. I ❑ Q � WOOD STRUCTURAL PORCH BEAM TO POST: U) Q w w a z a L p w j o Q a SHEATHING (1)MSTA24 1 m pQwWLiZpwzmOQ � w POST TO SLAB: z Q X w p p � p _ = 0z ABU.< OR POS BASE ANCHOR W w w z w X a w ° P4 a N �` w z (UNLESS NOTED OTHERWISE) �-' w a Q a a 1 z o z ui w w . TYPICAL PORCH SHEATHING DETAIL Z � = } ZQ ° ? ? a � ❑ ° aw ° THIS DETAIL IS REQUIRED AT ALL COVERED PORC}�1ES O m p m z } v N w a N ? z _.t v 1 Z wwoQmzw �Q � w3 � � Q. UNLESS NOTED OTHERWISE. 2x6 W w z ❑ p w [7 � m a p ❑ :5: _ _ _ Q QZ ?• Z Qmwa DFQIi 2x4 p � FIzp1.- 2 ❑ zw0 wl- a QTO SHEATH INSIDE FACE ONLY IF NOTED o w Q a . Q o Iz- • i ❑ o ON FRAMING PLAN. ACCEPTABLE TO FASTEN STUD TO O ' ❑I- ? 3 N a m Q ❑ [� H ? p v NO 2+SYP DOUBLE STOP SHEATHING AT GOAL POSTI CORNER STUD GROUP W/ TOP PLATE —71 2-ROWS 10d @ 6"O.C. Z SHEET NO.: ——— — —— 47M, STAGGERED. STOP NAILS4 O 6 ST- (2)MSTA36/MS36 TO INSIDE i AT BOTTOM 24"OF STUD V I X FOR CONNECTOR 6„ ~ OR OUTSIDE FACE OF WALL + I • INSTALLATION STRUCTURAL O NO 2 SYP DOUBLE I QTO EXTERIOR WALL SHEATHING DETAILS TOP PLATE I JACKAND KING STUDS. SEE PLAN FOR QUANTITIES. O JOB NO.: GARAGE RETURNS TO BE PLAN VIEW RS0895 oS W B FRAMED AS 2x6. SUBDIVISION: V V V I FASTEN STUD GROUPS TOGETHER W/ I INSTALL DBL 2xAT HEADER_BLOCKING AT CORNER O Atlantic BeachJ (2)ROWS 10d @ 8”O.C., STAGGERED IN FIRST TWO STUD SPACES. QTO CONTINUOUS TO WALL LL Country Club FASTEN SHEATHING TO DOUBLE TOP PLATE ADDITIONAL WALL STUDS @ Q BLOCKING WITH 8d COMMON MAX 16"O.C.AS REQUIRED LOT NO.: HEADER PER PLAN I @ 3"O.C. FASTEN SHEATHING 16"O.C. U QTA, U.N.O. GARAGE RETURN STUDS, I (3)STUDS MINIMUM Z 152 IF ADDITIONAL UPLIFT AT CORNER TOP PLATE,AND BOTTOM FLOOR PLAN: ANCHOR IS INSTALLED I I U' PLATE AS SHOWN W/8d Ke Largo-All NAIL THROUGH 7/16"OSB INTO SPF OR AS SHOWN, OMIT SPH O COMMON AT 3"O.C. J y 9 BETTER FRAMING WITH 8d @ 3"O.C.(TYP I CONNECTION AT DOUBLE QTO CONTINUOUS TO WALL O AT HATCHED EDGES) TOP PLT I I DOUBLE TOP PLATE Z DESIGNED: DIA.ALL-THREAD W/2" = MJP/JEF DBL CROSS PLATE ABOVE AND BELOW I FASTEN STUDS TOGETHER ROUND WASHER DRILLED I I w OPENING TO DBL 2x4 BLOCKING W/(2)CS18 w/(1)ROW 10d @ 4"O.C. AND EPDXIED INTO I— REVIEWED: CONCRETE W/7"EMBED ( I w MGK OR(2)MSTA36(TYP AS SHOWN) I � � ,t QTB EACH SIDE OF OPENING I BOTTOM PLATE Q REVISIONS DATE QTA, U.N.O. MONOLITHIC FOOTING OR STEMWALL } x I � � #4 OR#5 VERTICAL REINFORCING � INSTALLED IN CURB @ 18"O.C. MAX, MIN(2)VERTICAL BARS @ Z BOTTOM PLATE ANCHORS AT 24"O.C.(UNO) EACH RETURN PER TYPICAL WALL SECTION _—_—_ _ _ - - - --� O •QTO AT WALL SEGMENT END STUDS r •AT SECOND LEVEL WALLS, END STUDS TO Z 1ST LEVEL STUDS W/(2)MSTA36 OR THIS DETAIL APPLIES TO STRAIGHT RUNS OF EXTERIOR WALL (2)CS18, 1ST LEVEL STUDS TO SLAB W/ AND SW. THIS DOES NOT APPLY T0.45-DEGREE OR ELEVATION VIEW QTO 90-DEGREE CORNERS. EZ33 M, •QTO MAY BE INSTALLED AROUND CORNER O CHANGE IN PLATE HEIGHT PEX G1 GARAGE RETURN - QTO LLL • • ALTEf NATIVES FOR THIS APPLICATION&DETAIL ONLY: Q (1)4HTT5=(1)QTO �� iSTRUCTU, L�J�✓�� SWB-SPECIAL SHEARWALL DETAIL (1)STHD14=(1) QTO(MONOLITHIC) } ���• .,ENGINEERING��,,'��, (2)PA51 =(1) QTO(STEMWALL) U' • SHEATH ONLY ONE FACE OF WALL, UNO (2)�%4 x 2-3/4"TAPCONS=(1)ANCHOR BOLT O ��•• ,, ,, • THIS DETAIL MAYBE USED AT 1ST AND 2ND LEVEL WALLS JO No i,�.d ,9 Z 13 U ' W STATE OF �U�.; •,. �� s> Q Michael;C �'FI0?'kq ,i;,;P�E QT ENGINEERING P.E. 60.60839 03-20-2015 30'-11" NOTES 4'_6„ 4'-10-" 3'- 2' 1. DOORS AND WINDOWS ARE APPROXIMATE 13'-52" 9'-4" 11'-10" 15'- " 12'-9' FINISHED SIZES; REFER TO MFG'S o oMIRP ROD&SH ROD&SH oCo MIRK o 0 2'-0" 2'-6" 2� N G� _ _ (� CNTRL5 SPECIFICATIONS FOR ROUGH OPENINGS LZ D_ CD - - - - N PRIOR TO O WC WIC I I WC o - 2°2°FIXED 2020 FIXED 3056 SH FRAMING a?N CL rn 13ATH #3 9'CLG. I I DATH #2 0 � H'B' SILL 9 6'-0"AFF SILL 0 6'-0"AFF SILL CO)2'-6"AFF 2. ALL EXTERIOR WALLS INSIT 1/2" TO SET 9' G. I I WIC 9'CLG. MIRK ono OSB^ FLUSH TO FOUNDATION �? N ROD&SH ° �' �� Li �� _ - - - N 3. VENTLESS GAS ISOKERN FIREPLACE CA cv 6a �� I i 9'CLG. - - - - - - UB ON 78"x42" _ cn V I n 13/�LA�ono0 LU 9. PKT. DR. AT OWNERS BATH C11 ° OWNERS = I 5. PKT. DR. AT LNDRY/OWNERS WIC IN I WIC 6. LNDRY SINK, ICE MAKER W/ DRAIN IN w Q N 2e p 16 LDo 10'CLG. , LNDRY ROOM w o c�T� ( 10'CLG. 4-0°Qu 7. WET BAR SINK I 8. WET BAR WINE COOLER O I N o TANKLESS I I .6 INEN ls��po ° OW 9. OUTDOOR SHOWER o 13 E D #� 1 AHU I (� AHU ; I IX � wI OWNE1�5 GAS WH 248°PK r. o -AB IRR o �`� � _V �� 10. PAVER GRILL PATIO I w ATnc I I I�' < U I w SUITE. o ' 11. REMOVE KITCHEN WINDOW, ADD UPPER c, 13'-4"X 12'-6" I I N < v TRLS 9'CLG. k�\ x I L- J SUITE #2 STUB o Q I° o z p WC 10'CLG. 14'6"X 16'6" �' CADS. � } ? 1 zn � U 10'CLG. MoD&SH 11'6°x 15'-6" A/c w o b I J 12. 1 ANKLESS GAS WH �� -- �� 9'CLG. o COMP. d o I E MAKE I W D� UJ < o f- -1 z STACKED W/�RAw 10'CLG. We 13. REWORK BED #3 TO 2ND. OWNERS SUITE LNDRY \/ ° o w 14. RELOCATE AHU INTO ATTIC W/ STAIRS ( LU W/D 10'CLG. �� (v `�-� _ Q Uz o /\ HEAD � < I ) I = w 288°PKT. - _ _ ly 15. CHEF KITCHEN W/ GAS COOKTOP N K 16. GAS STUB AT GRILL PATIO LLJ < I I w w _ ° 17. MOVE GARAGE SVC. DOOR TO SIDE BY � ' I w w z �� 0 o n z zoo 10'CLG. �� OUTDOOR SHOWER DN 19 R[SERS w N _ 1- - J 0 0 10'CLG. U 0 7 7/16°RISE _ 0 18. ADD WINDOW A G w T ARAGE 10"RUN Q 8 0 4-0 v o < 0 0 10'. - 4 �� oin GARS GE 3 � n ti Ln III _ - ��� 13'-0"X 31'0" I -�-- /�• - 12'-1�" 9'-5- v 10'-1 J"PL.I fF. 5" ° qBL. / WINE SINK U 7 J 2 1'-8" 4'-10" 2'-10" 2 5" 01EN5 COOLER - Q N r' < v v r) tL z OPEN TO F J 13'-5�" 5'-�" I 6'-5 " 4 o c� o' o o °c° `� a z 2 5'2" -o" 15'-32 , REVISIONS - �¢� OFFICE w o cl� ouOWER I N BELOW OFT _ SHOWER z DINING Cn SIN �7 _ �N 67 O O a'-8°x o 10" Door\1513,8"MIN. KITCHEN z �, 9'411 X&-4° 9'CLG, o SOLID CORL=OR 20 I 12'-0" CLG.10 I I 1410'GLG.2'I v < Q 9'CLG. nN MINUTE FIRE RATED -� IQ0 C\1 t� © "f i 0 I I < L) Cv� SL o z � �ll � � C) N � 265°SH � o N < � T� 0I I M< n n co 3°5°SH 3 50 SH-EGRESS �? 0000 v `° U-1 , SILL Cad 2'-0"AFF SILL 0 2'AFF SILL @ 2'-0"AFF � � - T-' 8'-112' - 265°SH 265°SH SILL C)2'-0"AFF SILL 0 2'-0"AFF 2' 5'-3" 2'-0" 3'0" 3'-0" 2'-0" 5'-3" =22' �o - 10'Si" 10'-5i" o 0 3�5 SH I I I I'-32' 4'-10" 16'-4" z r o N 2 10'o" z 9 8 OVERHEAD DOOR ° 6 I I ; SILL C 2-6"AFF MICRO o �> IVFmSIDE I DRAWER GAS _N STUB REF. r 2ndFLOOR FLAN 3°8° , I O.H.C. LIVING , \/ 1 z GAS - -- - v� LIV INGw � STUB 0 - w■ H.B. PNTRY ' L In 2'5z" 9'-011 r 3-8" 3'-10z" 10'CLG. 00 Build With Confidence 3'-0" 6-0 PAVER 5 SH 18'-0"X 18'-0" ' w GRILL PATIO 10'CLG. A 414 Old Hard Road, Suite 502 V Fleming Island Florida 32003 4"d 4"d FOYER E - r R I D Office: (904) 264 655 Fax: (904)269-27293 1C = Q AN a o � o Lot 152 UP 19 RISE S 7 7/16" .=1N o RI5E 10"KL N 3080 3/ "LIGH r W/(2) I c° /� N U� 12-1-MF D SIDELCfES 548° 548° N Atlantic Beach FR. FR. y 712, Country Club �D II II II II II II bN 7 I I p FOI\CH I I 61 1. GENERAL STAIR DETAIL SCALE:N.T.5. I I I I Sommers Residence 27-0"X 12'-0" 10'-11/6"PL.HT. II II 'STAIR NOTES: I I 4"P.T.POST ACTUAL DIMENSIONS WILL VARY DEPENDING ON FIELD CONDITIONS,FLOOR COVERINGS,AND/OR VARIANCES IN CONS TRUCTIONMATERIAL.ACTUAL CONSTRUCTION MUST COMPLY 6kTYPD rO Floor Plans W/K311.7 OF THE FLORIDA BUILDING CODE,RESIDENTIAL. MAXIMUM P15EF HEIGHT: 7-3/4" Q MINIMUM TREAD DEPTH: 10"(NOT INCLUDING NOSING) -- _ 1648 Atlantic Beach Drive MAXIPAUM RISER HEIGHT VARIATION: 318"(ENTIRE FLIGHT) - - --- -- -- - ----- - ---- MINIMUM STAIR WIDTH: 36° Atlantic Beach Fl. 32007 MINIMUM HEADROOM CLEARANCE: 6'-8"(ABOVE NOSING) y i r - "HANDRAIL NOTES: ACTUAL CONSTRUCTION MUST COMPLY AHU IN ATTIC- LOCATE WITHIN O OF W1 R511.7.7 OF THE FLORIDA BUILDING CODE,RESIDENTIAL 2'-0" 6'-4" 2'-0" 6'4° 2'-0" 6'4" 2'0" Drawn By Sheet HANDRAlL5 5HALL NOT BE LESS-THAN 34"OR MORE THAN 38"1N HEIGHT ABOVE THE STAIR NOSING. ATTIC ACCESS, SOLID FLOORING HANDRAILS SHALL BE CONTINUOUS PER FLIGHT OF STAIRS. O 1'-112' 27'-0 1'-112' ARJ HANDRAILS SHALL BE 11/2"CLEAR OF ALL ADJACENT FINISH WITH NO ABSTRUCTIONS WITHIN 30 "1. MATERIALS AND ENDS SHALL RETURN To WALL OR TERMINATE s 19'0° 30'-11" r Date IN NEWEL POSTS OR SAFE TERMINALS. OF APPLIANCE ACCESS PANEL 03-04-2015 HANDRAILS SHALL BE 11/4"-2"IN CROSS SECTIONAL DIMENSION,OR APPROVED EQUIVALENT,AND EDGES f Scale n - , �� SHALL HAVE A MIN.RADIUS OF 0.01". 49-11 HANDRAIL CONS TRUcNON SHALL BE ABLE TO RESIST A LOAD OF 200 LBS APPLIED IN ANY DIRECTION AF 10 ANY POINT ALONG THE TOP RAIL. 1/4 - 1 -0 h �'F�- has c�iarr�-e Plan of STAIR AND RAILING SUPPLIER INSTALLER SHALL SATISFY ALL a ra�� �� '40 / /_Q Q " / j ` Key Largo-Al. 5 BUILDING DEPARTMENT APPROVAL REQUIREMENTS FOR 15t FLOOR F <1 V YJ o1HEPRODUCTSTHEYPROVIDEORINSrALL. � � MECHANICAL EQUIPMENT NOTES. OPEN RAILS SHALL HAVE INTERMEDIATE RAILS OR eye IY�P✓t c Lee ANCRNAMENrAL PATTERN SUCH THAT A �° z NOTE TO FRAMER: nR �� de L v' Written dimensions Shall have precedence over Scale dimen5ion5. 4"DIAMETER SPHERE CANNOT PASS THROUGH. v FTG. CALCULATIONS e -/G kxe e!e va� '0 �' FBC-8302.5. DUCTS IN GARAGE SHALL BE MIN 26INSET ALL EXTERIOR WALLS 1/2" FROM p Contractors Shall verify and be res on5ible for dimen5ion5 and THE GUARDRAIL CONSTRUCFION SHALL DE GAGE SHEET STEEL WITH NO OPENINGS INTO GARAGE ti 1 Y''6'a�� ABLE TO RESIST A LOAD OF 20 05 15T FLOOR LIVING 1553 � O conditions of the job. PER LINEAL FOOT APPLIED ALLOWED. EDGE OF FOUNDATION HORIZONTALLY ALONG[HE TOP RAIL. 2N FLOOR LIVING 805 Northe25t Florida Design,Inc. hereby reserves its common law 4"SPHERE s GUARDRAILS SHALL NOT BE MAY NOT PA55 Copyrights and Other Copyrlgl1t5 In these plans, de5ign5 and Ideas. LESS THAN 36"INHEIGHr. THROUGH FBC-R, M13050.1: MIN 4 CLEARANCE REQUIRED AROUND TOTAL LIVING 2358 l m These plans,de5lgn5 and ideas are not to be Copied or changed in any 6"SPHERE ALL SIDES OF MECHANICAL EQUIPMENT AND GA 'AGE 504 m ® manner or form whatsoever,nor are they to be 2ssigned to any third THE rRIANGULAROPENINGS p party without first obtainin the ex re55 written errnl55ion from ft MAY NOT PASS - AT STAIR TREAD,RISER,& rHRoucH COMPONENTS, INCLUDING DUCTS, WITH THE TOTAL WIDTH >n. g p P BOFTOM SHALL BE SUCH OF THE ENCLOSING SPACE BEING AT LEAST 12" WIDER FOR'.CH 325 ® Northeast Florida Design,Inc. FILL GVPY THAT A 6"DIAMETER SPHERE CANNOT PASS THROUGH THAN THE FURNACE OR AIR HANDLER TOTAL COVERED 3187 0. T > GROUND-MOUNTED MECHANICAL UNITS SHALL DE ANCHORED IN ACCORDANCE WITH FDC-R, SECTION ,� 12627 Saul Jose Blvd M1307.2. 0 000 Suite 702 .......,...... ..... M Z ® Ipd ortheast Jacksonvilllle, FL 32223 Florida Desi n,Inc. z > g '9'04.260.3319 ® D0 � N 0 NOTES FASTE=N SHINGLES PER FDC 8905.2.6 1. DOOR SILLS ARE NOTE[) FOR ALL EXTERIOR DOORS - REFER TO MANUFACTURERS \ UNDERLAYMENT FASTENED PER FDC 8905.2.7 SPECIFICATIONS FOR REQUIRED SLAB RECESS OSB ROOF SHEATHING PRIOR TO POURING CONCRETE 2. GAS STUB AT FIREPLACE Sp 2X4 ENG.ROOF TRUSS 50'-0° 3. LNDRY SINK AND ICE MAKER W1 DRAIN IN 7�s��Iop�M SEE CONNECTOR SCHEDULE 26'-5" 7-9" 15'-10" LNDRY ROOM 4. WET BAR SINK TOP OF PLATE 12 5. OUTDOOR SHOWER 1 17 6. PAVER GRILL PATIO 6"GALV.EAVE DRIP 7. TANKLESS GAS WH W1 GAS STUB 1/2"DRYWALL CLG. 2x8 EXPOSED RAFTER TAILSH.D. 8. GAS STUB AT PAVER GRILL FATIO - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 9. SVC. DR AT GARAGE AT OUTDOOR SHOWER (2)2x6 1, 1 "S IN FAMILY ROOM, FIELD------- - J LJ L----------------------------- 10. 2-------------------------------- _----__-__ — — — — — 2'-0" Lf- - - - - - - - - - - - - - - - - - VERIFY LOCATION 1/2"DRYWALL -101 STEM WALLi I \� ;---:��0 FOUNDATION ---- I HARDIE PLANK I I r I I 8'-2" 4'-9" 1'-5" p22'2" SIDING I 4SLOADC � I I P OVIDE 6° 1/2"0 THREADED — — — I I _ I I jAFOI' SHOWER I RODS PER I F- ITANKLESS 1 r III ENGR'S PKG. R 19 INSULA" NON I N 1 I GAS WH 2 0 POF-------- —171 II II -I GAS STUB 1 -- L DRY __ I I _ p N NT8L5 i lI 14 L----- I I S NK (- 1 15 II VAPOR DARBIER.SEALED AT i- -�\\\I I i I i 8 (I ,I 3'-8" i I IuI 19'-0" TOP&BOTTOM PLATES. J 1 I� I 11 I I I Ila I IL- -i I CJI I 2x6 STUDS SPACED PER ENGINEERS PKG. I I� I I I I I N I 11 I I I I 1 [CE MAKERI o r, d 3/4" /G SUBFLOOR I / I F I I I "' DRAM I o I �i�\ i 1 11 1 i L_ OUTJriOO P aC 1 I---- 7/16"OSB WALL SHEATHING L_C\=man/ R z I I I I� O I II J I I I I {.� — � I -' I 2nd FLOOR 2x6 BOTTOM PLATE I L�____ c_- --- --- FINISHED FLOOR I I I -r---_7 � I REVISIONS -8° 2'-2" <q cn PLATE HEIGHT I I I I I r- ---� -i l -------------------------------- } 1 — — — — — — 11 EXPANSION OIN-r l"YP L---- I Ir 1 I I ( ) --------7 c'� I /� III 111 L� CJ I (2)2x6 I I I I i -- L� SINK TOP PLATE OPEN WEB FLOOR JOISTS I I 5" j j l L 5,. I I I I STEM WALL FOUNDATION 20'-AT' 1/2"DRYWALL CEILING I A/C F 1/2""THREADED RODS SPACING COMP. I I 13'6" 5'-6" I 9'-2" 21'-10" I L_ I �� si from, 1 PER ENGINEER'S PACKAGE 01 1/2"DRYWALL I I I }1c C�jI It 0 1 I I kIVER. SIDE I _7 I SINK W/ / li nil DISP. In 2x6 STUDS I 4"CONBC. i I --a L J 0 1/2"k7 THREADED RODS PL_8 I INSET 1/2" // ENGB'S PKG. N I D/W w I I I — 4"CONC.SLAB W/FIDEBMESH OR HARDIE PLANK I I SIDING L � I I r -_� 6x6x10 W.W.M.ON,6,MIL.VISQUE=E=N I �i With AT 7 4 I I OVER CLEAN,WELL COMPACTED FILL I I Build Y Y i t h Confidence 2X4 ENGINEERED R-19 INSULATION BOOP TRUSSES L r i I 1 bF I I 414 Old Hard Road, Suite 502 FASTEN SHINGLES L — — J L — — — GA; I �_�L___� 3 I PER FBC 8905.2.6 STUB I ( 1 = 1 I Fleming Island, Florida 32003 V- -YVEK(OR EQ)HOUSEWRAP I- raj I I REF. I�r7 C==� FLOOR OUTLkT_ � 4"CONC.SLAB W/F[DERMESH OR UNDERLAYMEN r FASTENED 5'-0" 2'-6" 9'o" 7 6 I I III I FIELD VERIFY I Office: (904) 264-6553 PER FBC 1507.3.8 I I- -- JAL--= JhI -� Fax: (904)269-2729 6x6x10 W.W.M.ON 6 MIL.VISQUEEN I 7/16"OSB WALL SHEATHING ., - N I I OVER GLEAN,WELL COMPACTED J I I Li - ----------�---- I G TERMITE TREATED FILL SfI�J6 i I OSD ROOF SHEATHING H.D. FINISHED FLOOR 2x6 P:r. 7Np��� o +I � I I Lot 152 DOT"fOM PLATE 59TF09L EE CONNECTOR PAVERS 8"CMU STEM WALL 7o v SCHEDULE I I 1 \\//\ W/ALL GEL L5 FILLED ----- /,/,/, /, a 12 , ; ; -- -- --- 2 n= _ ' I Atlantic Beach E--------------� I Tor OF FLOOR OUTLET N \//\\//\\//\\,/\\//\\//\\//\\//\\//\ PLA"fE 5 I I FIELD VERIFY I I o + \� \ \ � \1 I FINISHED GRADE I I I I L Count Club 1/2"CEILING i I I I I Country GALVANIZED FOOTING PER DRYWALL I I 10'-42" ENGINEERED EAVE DRIP DRAWINGS (2)2x6 I TOP PLATE 2X8 EXPOSE ( I n? r I r I i • RAF"TER"TAIL 1/2"DRYWALL 2-0 ( L I Sommers Residence _ _ — — — —— — — — — — -r7— — — — — — — — — — — — r— TYFICAL WALL SECTION L__-- L 5`�SILL = 5`�SILL = 54 SILL SCALE:1/2"=1'-0" 1'1 I" I 5'-4" 8'4" 8'4" 5'-4" K-19 INSULATION I I I O 2x6 STUDS 7" I I l l I I I I I I I I I I I I I I I I I I Foundation Layout INSET 1/2"FROM 7„ I I I I I I I I I I I I I I I I I I I I I I I II II II II II II II II II II II FOUNDATION WALL 7" I I I I I I I I I I I I U I I I I I I I I I I I I I I 1648 Atlantic Beach Drive II II II II II � II II II II II II I II II II II II II II II HARDIE PLANK I I I 11 II I I I I w II I I I I I I I I II I Atlantic Beach Fl. 32007 SIDING N I I II II II II II z II II II II II II II II 11 II II o I II II 11 II II II II 11 II II w II II II II `� II II I TYVEK(OR EQ) I I I I 11 11 I I I I o x I I I I I I I I I I I I i II II II II II o w II II II II II II Hou5EWRAP I II II II II II II II II II II II I (0Drawn By Sheet II II II II II II II II II II II I ARJ II II II II II II II II II II II 4"CONC.SLAB W/FIDERMESH 7/16"OSB WALL I r I I I I I I I I I I 11 I I Date2 OP,6x6x10W.W.M.ON SHEATHING I L L - - - -- - - - - - - - - - - - - - - - - -- - - - - - - - - � J I 03-04-2015 6 MIL.VISQUEEN OVER CLEAN,WELL I r--Ir-1 r-1 r� r-1 r--I r� r� I Scale 1/411 = 1�-OII LJ LJ LJ LJ LJ LJ LJ LJ COMPACTED TERMITE 2x6 P:T. TREATED FILL DOTTOMPLATE L - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - Plan of 1 FINISHED 20'-10" 27'-4" Key Largo 5 FLOOR \/\1`/ 8"CMU STEM WALL \ �� 48'-2.. , _j /\\//\// W/ALL CELLS FILLED , /� I? \\���\\�/\\ \� if` Si Written dimensions Shall have precedence over Scale dirnen5ions. ..I /\ij\//\//\// FINISHED GRADE Contractors Shall verify and be responsible for dimensions and Ir' /\\�\\�\\/ conditlon5 of the job. \'\ \' \` 0 U N AT I 0 NLAYOUT Northeast Florida Design,Inc. hereby reserves its common law jFOOTING PERENGINE=EREDVTE: copyrights and other copyrights in these plans,designs and ideas. DRAWINGS These plans,designs and ideas are not to be copied or changed in any manner or form whatsoever,nor are they to be assigned to any third FOUNDATION FLAN FOF CONCRETE FORMING AND party without first obtaining the express written permission from 1Nlorthea5t Florida Design,Inc. TYPICAL WALLSECTION FLUMDING LOCATION REFERENCE ONLY. REFER SCALE:1/2"-11-0" TO ASSOCIATED ENGINEERING DRAWINGS FOR FOOTER LOCATIONS AND DETAILS. 12627 San Jose Blvd � � Suite 702 ortheast �Ateksonvilllle FL 32223 Florida Design,lnc. 9;04.260.3319 NOTES 1. GRILL f ATIO 2. WINDOW AT GARAGE cu I ----------------------------------------------------------------------------- ________________ BUILDING HL-IGH"f fl II 11 11 II -- -- -- - -- 11 I I L1 II II L' 11 DIMENSIONAL I ,i 12 FIBERGLAS5 7 1 SHINGLES(TYP) 11 4D ;I 1 j+ � 1 1 1 1 11 1 1 1 i 1' 5:12Ll ;I I I I 1 1 I I I I I I II I II II IL �, -----= I 12 ---------- -______ lJ 1, v 17 i ' I 1 II , � I I I ' I I I 1 5:12 11 " RIG IEXPOSED KAF(ER-1 A[LS II -------Ir-- L- --Lr=__ __________________________ -fir--1i -If ,1 �r---I F-————————— 1 PLATEHEIGIT -- -- -- -- -- -- 1I I I I I 1 1 I(rAU Ji li ii I I 1 u+ H II 11 I II II II n n 9CN br --- --U HARDIE PLANK IL 11 51PING TYP. I I6"HARDIE TRIM TYP. 11 j d RIDGE II II o 1 --- ---- ---- 7:12 - --j I I co+i ----- `----1 ----, I Lr — �I II - /:12 ----�i 5 1�_ 9ILL 18"SHUTTERS TYP. II 1 1 I i I 2"BANDING(TYP) --------------__ 1 I 6"BANDING TYP. j —�'— u 1 � FINISHED FL OR 11 DOK — — —— 12 1 (1 T, 3 ------� L-- r— ----- -_ PLATE HEIGHT -- d uLi I I I I III 1 111111 Jill 11 1 11 roP OF PORCH BEAM REVISIONS - R - 71 II " H 24"OVERHANG - - 1T7-_-- ----iTy--- r_ DEC.SCALLOPED I� 6'h EQUI HARDIE PLANK SIDING"fYP. y d SCREEN WALL a� 5:12 5:12 4" F.T.POST d� tifp WRAPPED TO 6X6 TYP. FINISHED FL)OR —— FINISHED FLOOR M0■ 0 IN6111 GRADE GRADE I ROOF FLAN FRONT ELEVATION SCALE: 1/8" = 1'-O" - H M Build With Confidence 4 414 Old Hard Road, Suite 502 x}t Fleming Island, Florida 32003 Office: (904) 264-6553 _ Fax: (904)269-2729 Y Lot 152 NOTE: 12 DIMENSIONAL 7 FIBERGLASS SHINGLES(TYP) Atlantic Beach SMAY FOAM INSULATION t NO F\OOF VENTING REO URED Country Club 12 ILLLUIA LH 7 PLATE HEIGH"f -- -- -- -- -- -- -- Sommers Residence 24"OVERHANG Roof Plan/ a EXP05ED RAFTER"FAILSEE IN 0 Elevations ation►J �4 Lj 12 1648 Atlantic Beach Drive 2"BANDING(TYP) 5 Atlantic Beach, Fl. 32007 1 FINISHED FLOOR 3 –– –– –– (-7—awn By ARJ Sheet PL_AfE HL-IGHF FOP OFPORCH BEAM Date — -- - -— I 03-04-2015 . . . . . . . . . . . . . . . .. 3 Scale 1/4" = 1'-0" DEC.SCALLOPED HARPIE FLANK TYP. Of Plan g FRIM TYP. SIDING Key Largo Al / El im 6"HARDIE o 4"P.T.POST 18"SHUTTERS TYP. TRIM"I YP. i WRAPPED TO9 Written dimen5ion5 Shall have precedence over Scale dimen5ion5. 6X6 TYP. LL1 6""FRIM(fYP) Contractors Shall verify and be responsible for dimensivn5 and 6"HARDIELij conditions of the job. TRIM"fYP. 1 Northeast Florida Design,Inc. hereby re5erve5 its common law FINISHED FLOOR —— —— FINISHED FLOOR copyrights and other copyrights in these plans,designs and ideas. 6"BAND These plan:,de5ign5 and ideas are not to be copied or changed in any y to be a55ined to any, manner or form whatsoever,nor are the third HARDIE PLANK 4 g +I GRADE SIDING TYP. GRADE +' party wi-Chou-t first obtaining the express written permi55ion from —— —— —— —— Northeast Florida Design,Inc. RIGHT 51PE ELEVATION - 12627 San Jose Blvd N Suite 702 orrheast 1Jacksonvillle) FL 32223 Florida Design,Inc. 904.260.3319 I NOTES 1. REMOVE KITCHEN WINDOW 2. OUTDOOR SHOWER DIMENSIONAL J. GRILL F ATIO FI6E 12 SHINGLES(T YP) NOTE: 7 SFKAY FOAM INSULATION l NO KOOF VENTING KEO U KED 12LH 1 7 6"TRIM(TYP) E LLL i i PLATE HE=IGHT __ __ __ __ _— EXPOSED RAFTER TAILS 18"SHUTTER5(TYP) a) 12 2"6ANPING(TYP) 51 FINISHED FLOOR fill 12 PLATE HEIGHT —— — TOP OF PORCH REAM j (1U U — r a a 24"OVERHANG DEG.SCALLOPED TRIM TYP. REVISIONS HARDIE PLANK HARDIE PLANK SIDING TYP. SIDING TYP. ,Il 0 4"P.T.POST 'I WRAPPED TO 6X6 TYP. 1I 6"HAP,PIE TRIM TYP. FINISHED FLOOR FINISHED FLOOR —— —- -— 8"BAND 0 C\1 GRILL PATIO GRADE 1 t ii it +I GRADEmonsoons — — LEFT SIDE ELEVATION 6'h EQUIP. SCREEN WALL F%..... IVER. SIDE _ 1 an Build With Confidence 414 Old Hard Road, Sccite 502 Fleming Island, Florida 32003 Office: (904) 264-6553 Fax: (904)269-2729 Lot 152 12 s DIMENSIONAL Atlantic Beach " FIDERGLAS5 Country Club SHINGLES(TYP) 12 7 WATER SHEDDING FASHION. 3 Sommers Residence PLATE HEIGHT Q IN WAT —— 51 APTING AT THE BASE OF THE SECTION A WALL&WORKING TOWARDS THE AFTER INSTALLATION TOP.INSTALL T HE WEATHER THROUGH WINDOW JAMI3 RESISTIVE BARRIER TO THE FACE SEAL ALL CORNERS OF OF THE SHEATHING. MECHANICALLY JOINED FRAMES TO ®APPLY SILL FLASHING. SEAL FRAME SEAM JUNCTURE Q APPLY JAMB FLASHING j Q APPLY BEAD OF SEALANT Elevations HARDIE PLANK �HEAD FLASHING AROUND THE PERIMETER OF THE BACK SIDE(INTERIOR SURFACE)OF APPLY A CONT.SEAL ALONG MOUNI ING FLANGE AT THE SIDING TYP. WINDOW MOUNTING FLANGE. p --I HE=AD.FLASHING GOES OVER MOUNTING FLANGE EMBCD 1648 Atlantic Beach Drive ©IMMEDIATELY INSTALL ALL WINDOW ;+ BOTTOM OF HEAD FLASHING AGAINST SEALANT(FLASHING 6� USING FAN HEAD SCREWS 1-0 6"HARDIE v GOES OVER SEALANT).EXl END MEAD FLASHING BEYOND VFLA5Htk'G. FAGILITATElNSPECfION' EACH JAMB FLASHING.FASTEN IN PLACE. Atlantic Beach, Fl. 32007 TRIM TYP. 12 ©APPLY BEAD OF SEALANT FLASHING AI HEA,PEXTENDS WEATHERED RES15TIVF BARRIER. ACK055 THE FACE OF MOUNTING SECURE WEATHERED 5 FLANGE AT HEAD. 1"BEYOND JAMB F ASHING SEALANT BAD BETWEEN MOUNTING FLANGE RESISTIVE BARRIER @ ® AND FLASHING. APPLY HEAD FLASHING. ® HEAD. (D REMOVE PREVIOUSLY APPLIED 7 EXPOSED RAFTER TAILS TAPE,ALLOWING WEATHERED ,='' Drawn By Sheet 13ARRIEP TO LAY FLAT FINISHED FLOOR OVER HEAD FLASHNG.APPLY NEW ARJ 8-112 —— ) SHEATHING TAPE OVER DIAGONAL O Q APPLY A 51b"NOM.BEAD OF SEALANT TO THE Date CUL SEE DIAGRAM. 6 BACKSIDE(INfEPIOR)OF THE MOUNTING RANGE Q2-04-2015 AROUND THE ENI ME IRE PERITER.PLACE BEAD IN J PLATE HEIGHT LINE WITH ANY PRE-PUNCHED HOLES OR SLOT S. scale 4 if I U U U U U U U U U U U 0 U U U U U U U 1/4 1-Off 3 of VENTILATED VINYL HADIE PLANK 'ry��` cur A A SHIM AND ADJUST wNDOW TO ACHIEVE SQUARE Plan Key Largo Al 5 5OFFIT-24"OVERHANG SIDING TYP. LINE ' 'I PLUMB APJD LEVEL CONDITION.USE CORROSION In Ej I 2 i RE5151AN1 FASTENERS.FASTEN WINDOWS PER 1 91 i �� i WINDOW MANUFACTURER SPECIFICATIONS. 6"HARDIE , TRIMTYP. ! ..= , SILLRA5HNG SEALANT Written dimen5ion5 Shall have precedence over Scale dimen5ion5. 0 Gontractor5 Shall verify and be responsible for dimen5ion5 and 6""TRIM(TYP) pwATHEREDRESISTIVE BARRIER ����+ � conditions of the job. AT A 45 ANGLE.CAREFULLY CUT THE BARRIER ON A DIAGONAL.GENTLY RAISE THE"FOP EDGE OF THE BARRIER NOrthea5 t Florida De51gn,Inc. hercby r050rve5 I t5 Common law UP AND TAPE THE TOP CORNERS AND CENTER TO THE c0 rl ht5 and other CO ri h t5 In"these l ins,de51 n5 and 1610,15. EXTERIOR WEATHER RESISTIVE BARRIER ABOVE ® py � py g p � These plans,de5ign5 and ideas are not to be Copied or changed in any p JAMB FLASHINGmanner or form wha t5oever,nor are they to be n55igne61 to any third FINISHED FLOOR EXTEND JAMB FLASHING TO OVERLAP SILL FLASHING. —— 8"DAND EXTEND JAMB FLASHING&1/2"(220rr:m)ABOVE ROUGH party wlthOUt f Ir5t Obtaining the eXpr055 written perm15510n from OPENINGATHEAD.APPLYTAFEATCORNER5 TO Northeast Florida Design,Inc. O TEMPORARILY HOLD FLASHING IN PLACE UNTIL WEATHER N RESISTIVE BARRIER IS APPLIED. INTERIOR VIEW GRADE --— WINDOW INSTALLATION METHOD 13-1 TOP LEFT CORNER OF WINDOW , I FEAP ELEVATION WEATHERED RESISTIVE FARRIER APPLIED PRIOR TO 1 HE WINDOW INSTALLATION.FLASHING APPLIED I3EHINC�THE MOUNTING FLANGE. 12627 San Jane Blvd _ JI Suite 702 orthZst � �lk�on�llll�, FL 32223 Florida Design,Inc. 904.260.3319 } NOTES 1. KITCHEN OUTLETS TO CSE RLACED HORIZONTAL AND 46"AFF 2. UNDER CAB. LIGHTING 3. DEDICATED OUTLET FOR WINE REF. (LOCATION TO 13E DETERMINED) 4. DEDICATED OUTLET FOR FUTURE ICE MAKER 5. (4) RECESS LIGHTS AT FRONT PORCH W/ DIMMER SWITCH qp 6. FAN f REWIRE AND BRACE AT FRONT — — — PORCH — — — -I I- — — — , __ v G� , ' \\ Q o 7. (4) RECESS LIGHTS IN FAMILY ROOM W/ DIMMER SWITCH F �-------- -0 I I �\ F I i \�`'------__-_'� ---_--_ 8. (4) RECESS LIGHTS IN OWNERS SUITE W/ 4 I IWDIMMER SWITCH \i \� \i GFI I \\\ p / �'/ \`` 9. DIMMER SWITCH ON RECESS LIGHTS OVER ISLAND TANKLE55 ' \\ I I 1NEN ' ' / \ \ /' \\ 10. DIMMER ON RECESS LIGHTS IN KITCHEN GAS WH cAc \\ ; i 11. (1) RECESS LIGHT OVER WET BAR X- prl RAW ONLY 12. (2) RECESS LIGHTS AT LOFT GASI \\\ STUD \\\\ II LSINKY o F i' ,i 13. (4) RECESS LIGHTS AT 2ND FLOOR –\ cFt I ` / OWNERS SUITE W/ DIMMER SWITCH O I O --- , 0 A/C I E MAKES i i ----- i ---- F \\I \\ COMP. I— STACKED,. /DRAIN PRE-WIRE& I AHU I I I TO--'I ► \\ I I W/D DRACE ONLY IIN ATTIC I I I ATTIC \�/ i I LLIGHT J i GFI/WP k----�I \\\�`_ I'\tom I i SERVICE OUTLET" -------fir_ I FOR A/C COMP. LOCATE / PANEL I I PRE-WIRE& \\ DOX I \\ K co Q i%' ",�/ DRACE ONLY \\___ co — \`_ —/ ci — — 3qp REVISIONS -- 0 ��`_ ,, ; , ' ; UNDER 1 301 WN �\ 3 3 – "_----- I -- \ / � \\ crit / A / I COOLER I 1 ' LIGHTS , \_ CA OUTDOOR \ O G.D.O. / I \ \ I \\\ \\\ SHOWER � chi }- \ \\ -------------------- (D ---- I 1 I \ CIRCUIT I HOODOO �I I � \`\ i \ \ 1 I ` _ "�� — I Q SINK O I I I \ \\ -a SWCrCH \� ►1 --6-000o %I %/ w/DISP. cl� I \\ / : iTO 5 ITCHDELOWPRE-WIRE& \ IRRIGATION kIVERSIDE DE OW PRE-WIRE& DRACE ONLY CIRCUIT oFt D/W I /��\O co DRACE ONLY ti_:; GFI r _� — ' \ I I \\I / �db ', FLOOR OUrk-r \\ I c+t—� \\`�``_ "�\ i �.'� FIEL®CAS'= \`\\\ 0 _-- / ----- REF. ..< - -'---------"' ' GA 5 L---1-- ----�-- 1 �� l \ 1 5 :Build With Confidence / / / `\ GAS 2ND FL001\ ECTkICAL FIM --�- ; i ------ _ ; /' Srue 414 Old Hard Road, Suite 502 / & �\ \ Fleming Island, Florida 32003 DRA E ONLY \ Office: (904) 264-6553 TO Fax: (904)269-2729 FIXTURE L AHU IN ATTIC- PROVIDE p _ 1 i O LIGHT AND SERVICE OULET I I ,- ' II �.,- ® _ ,,,� Lot 152 TO FLOOR OUTLET CHANDELIEI-\ FIELD LOCATE ADOVE \\\ Atlantic Beach I II \ Country Club a ------ ------- Sommers Residence PRE-WIRE& DRAGE ONLY Electrical Plans ELECTICAL LEGEND I 1648 Atlantic Beach Drive � 110 DUpLEX OUTLET 0CEILING MOUNTED LIGHT Atlantic Beach, Fl. 32007 HALF-SWITCHED OUTLET a v GFl GFI DUFLEX OUTLET plc FULL-CHAIN — �Jp WEATHER PROTECTED OUTLET Drawn By ARJ Sheet (> WALL MOUNTED LIGHT �` CEILING OUTLET Date 03-04-2015 ® FLOOR OUTLET RECESSED LIGHT FIXTURE 5 � 220 OUTLET Scale 5FOTLIGHTof ® IST FL001� ELECT1�ICAL FL//\N. Plan Y Largo Ke Lar o Al 5_j 5f EGIAL PURPOSE OUTLET _ SWITCH EXHAUST FAN W/ LIGHT 3 3-WAY SWITCH FF-1 EXHAUST FAN Written dirnerl5iorn5 Shall have precedence over Scale dimern5ion5. 4-WAY SWITCH Contractors Shall verify and be responsible for dimen5ion5 and c DIMMER SWITCH ® FLUORESCENT conditions of the job. D FIXTURE Northea5t Florida Desn,Inc. hereby re5ere5 its common law TELEFHONEo� CARRIAGE LIGHT copyrights and other copyrights in these plans,designs and ideas. These plans,de5ign5 and ideas are not to be copied or changed in any cry CABLE TV manner or form whatsoever,nor are they to be a55igrned to any third 0DOUBLE FLOOD LIGHTparty without first obtaining the express written permi55ion from Northea5t Florida Design, Inc. FREWIRE & DRACE ® RANEL BOX 4 CEILING FAN WITH LIGHT 5 5M 12627 San Jose Blvd Suite 712 ortheast Jacksonville, FL 32223 Florida Design,Inc. '904 260➢ 33119