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1711 MARITIME OAK DR - ENGINEERING DRAWINGS 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 Building Code � STUCCO AND DIRECTLY DTT2Z (8)Y4"x 1 Y2"SDS SCREWS IN STUD ST-2......................FOUNDATION PLAN Florida Building and Residential Codes,5cn O Edition(2014) O z MIN /6'24/16 SPAN RATED OSB OR PLYWOOD INSTALLED HORIZONTALLY W/8d (NOTES 2,3) %"O x 4 Y2'EMBED EPDXY OR SCREW ANCHOR CS181CS18 (9) 10d COMMON EACH END OF STRAP ST-3......................1ST LEVEL STRUCTURAL FRAMING PLAN ADHERED STONE cr- =FCOMMON: 6"O.C.AT PANEL EDGES, 6"O.C. IN THE FIELD. 2x4 BLOCKING S REQUIRED AT ST-3A....................1ST LEVEL ROOF FRAMING PLAN Code for Design Loads wNOTE 6 UNSUPPORTED PANEL EDGES. � ~w (NOTE HTT4 (18)0.162"x 2%"IN STUD/BEAM/TRUSS, ST-4......................2ND LEVEL STRUCTURAL FRAMING PLAN(IF APPLICABLE) ANSI/ASCE 7-10 w w NOTES 2,3 5/"0 x 6"EMBED ANCHOR IN CONCRETE NOTE 1 MTS12/MTS12 (7)10d x 1 Y2"EACH END ST-4A....................2ND LEVEL ROOF FRAMING PLAN(IF APPLICABLE) 1: ( ) ( ) ST-5.......................TYPICAL WALL SECTION SHEET ROOF LOADING'...............................................Cd=1.25 Q ALL OTHER VENEER MIN�/16"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED HORIZONTALLY W/8d TOP CHORD LIVE LOAD..................................20 PSF U -' COMMON: 6"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. 2x4 BLOCKINGIS HTT5 (26)0.162"x 2 Y2"IN STUD/BEAM/TRUSS, ST-6......................SECTIONS AND DETAILS o Q (NOTE 8) REQUIRED AT UNSUPPORTED PANEL EDGES. (NOTES 2,3) 5/"0 x 6"EMBED ANCHOR IN CONCRETE NOTE 1 MS24/MSTA24 (9)10d COMMON EACH END ST-7......................SECTIONS AND DETAILS(IF APPLICABLE) Cn BOTTOM CHORD TOP CHORD DLIVEE LOAD ?PSF ( ) LEGEND M ATTICS WITH LIMITED STORAGE...............20 PSF(PER FRC) MIN 15/x2'32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSIO (20)SDS%"x 3" SCREWS IN STUD GROUP 0 ATTICS WITHOUT STORAGE....................... 10 PSF TILE ROOF HDQ8-SDS3 7/8"DIA.x12"EMBED ANCHOR IN CONCRETE MS36/MSTA36 (13) 10d COMMON EACH END OR "OR"SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL a) CV U z NOTE 7) PERPENDICULAR TO SUPPORTS W/8d RING SHANK NAILS: 4' O.C.AT PA EL EDGES AND ALTERNATIVE FOR THE APPLICATION SHOWN CV (NON-CONCURRENT) o = U) ( 8"O.C. IN THE FIELD UNO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL co BOTTOM CHORD DEAD LOAD........................5 PSF LL ¢ MIN 7/6"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH STHD14 (38)16d SINKERS INTO STUDS (11) 10d x 1 %2'IN TRUSS/RAFTER EOR ENGINEER OF RECORD 00 = z SHINGLE AND METAL ROOF LONG DIMENSION PERPENDICULAR TO SUPPORTS W/8d RING (WET EMBED) HTS20/HTS20 (11) 10d x 1 %"IN TOP PLATE AND/OR STUD EW EACH WAY O _I w cn `. (NOTE 9) O IL WIND LOADING.................................................Cd= 1.60 SHANK NAILS: 6"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. OSB ORIENTED STRAND BOARD CN ASCE 7-10, 3S GUST........................................130 MPH LTT20B (10) 10d x 1 Y2"IN STUDS (5)8d x 1 Y2"IN TRUSS WSP WOOD STRUCTURAL PANEL FLOOR DECK SHEATHING: 23/32'T&G OSB OR PLYWOOD W/10d COMMON: 6"O.0 AT PANEL EDGES, 1 "O.C. IN THE (NOTE 2) Y2"x 6"EMBED EPDXY OR SCREW ANCHOR HA4/H2.5T 1 BASIC WIND SPEED (5)8d x 1 /"IN TOP PLATE SYP SOUTHERN YELLOW PINE EXPOSURE CATEGORY.................................. C (NOTE 5) FIELD. 00 SPF SPRUCE-PINE-FUR O - BUILDING CATEGORY..................................... II MIN%"OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/8d ABU44 (12 16d COMMON& 5/"x 7"DRILL&EPDXY (5) 10d x 1 %"IN TRUSS CONT CONTINUOUS 0 U) PORCH CEILING BOARD SHEATHING: ) HA8/H8 1 , - ENCLOSURE CLASSIFICATION...................... ENCLOSED COMMON: 3' O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. (5) 10d x 1 /'IN PLATE O.C. ON CENTER O INTERNAL PRESSURE COEFF........................ 0.18 LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4"WIDE, UNO. O O C&C DESIGN PRESSURES.............................. (SEE TABLE 1) "SW"DESIGNATED SHEAR WALLS' MIN /6"OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL W/8d OMMON: 3" (12) 16d COMMON& 5%"x 7"DRILL&EPDXY 1 ' C (9)10d x 1 /Z IN STUD E (NOTE 8) O.C.AT PANEL EDGES, 6"O.C. IN THE FIELD (UNBLOCKED HORIZONTAL PANEL EDGES), ABU66 (12"EMBED AT GARAGE DOOR RETURNS) TSP 1 (3 1/2"WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 3/4"BEAM) d. 12"O.C. IN FIELD(BLOCKED HORIZONTAL PANEL EDGES). (6) 10d x 1 /2 IN PLATE LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 3/4"WIDE tV PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER,3 1/2"WIDE, UNO. CV (v FLOOR LOADING..............................................Cd= 1.00 NOTES: HU48, HUC48, (14}16d COMMON IN HEADER N - TOP CHORD LIVE LOAD......................... .........40 PSF QTA QUICKTIE AQUA,SEE TABLE 6:UPLIFT ANCHORS Ch 1. FOR SHEATHING THICKNESS GREATER THAN 15/2"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 %"IN STUD QTB QUICKTIE BLUE,SEE TABLE 6:UPLIFT ANCHORS LL TOP CHORD DEAD LOAD................................0 PSF SHANK NAILS. (0.148"x W LONG). QTG QUICKTIE GREEN,SEE TABLE 6:UPLIFT ANCHORS LL BOTTOM CHORD LIVE LOAD..........................0 PSF HU410, HUC41Q LL CVO BOTTOM CHORD DEAD LOAD...... 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/8d GALVANIZED BOX NAILS. (18)16d COMMON IN HEADER ......... .........5 PSF HU210-2, (6)10d COMMON IN TOP PLATE QTO QUICKTIE ORANGE, SEE TABLE 6:UPLIFT ANCHORS .. 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. HUC210-2 (10) 10d COMMON IN BEAM DSP (8) 10d COMMON IN STUD/HEADER W Ln 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SU PLEMENTS OF INTERIOR ROOF LOAD BEARING WALL,SPECIFICATIONS i SPECIAL FLOOR(GAME ROOM)LOADING....Cd= 1.00 CURRENT APPROVED APA.MANF.SPECIFICATIONS. (4)SDS Y4"x 1 2" SCREWS IN TRUSS/RAFTER QGT 1 OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS J (18)10d x 1/ IN TRUSS W/QUICK TIE UPLIFT ANCHOR � TOP CHORD LIVE LOAD................................ ..60 PSF 5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAP HRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCEAND TO HELP HGA10KT (4)SDS%"x 3" SCREWS IN TOP PLATE (NOTE 2) TO SLAB AS SPECIFIED ON PLAN INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM Z TOP CHORD DEAD LOAD................................ 10 PSF REDUCE SQUEAKING,8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. BOTTOM PLATE ANCHORAGE IS / ANCHOR @ 8'-0"O.C. (UNO ON FRAMING PLAN OR SW (f� BOTTOM CHORD LIVE LOAD...........................0 PSF 6. 15/32'32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER AP TECHNICAL (26)16d SINKER IN WALL FRAMING QGT2 1 SPECIFICATIONS) BOTTOM CHORD DEAD LOAD........................5 PSF BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD..SHOULD BUILDER SPECIFICATIONS ALLOW, LGT3 12)SDS Y4"x 2 Y2 IN TRUSS (30) 16d x 1/ IN TRUSS W!QUICK TIE UPLIFT ANCHOR (A ( (NOTE 2) TO SLAB AS SPECIFIED ON PLAN STRUCTURAL WOOD BEAM _Ile MAXIMUM FLOOR TRUSS SPACING...............16"O.C. MIN STRUCTURAL REQUIREMENTS ARE 7/6'24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER U WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS . NOTES: 15 1. EPDXY ANCHOR FOR HOLD-DOWN CONNECTORS IN CMU TO BE 12-INCHES. FOUNDATION KEYNOTE CALLOUT DEFLECTION CRITERIA 7. /2"PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS.SHOULD /� ., L ROOF TRUSSES.............................................. LL/240 WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 15/32'APA RATED OSB OR EQUAL MAYBE USED TO SUPPORT TILE ROOF. 2. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC-TIE INSTALLATION SPECIFICATIONS. /`1 CVO (U TL/180 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/UNBLOCKED HORIZONTAL PANEL EDGES. 3. QUICK-TIE SUBSTITUTION(INSTALLED W/POWERS AC100 TEAL OR GOLD EPDXY): _ WOOD BLOCKING IS REQUIRED FOR SHEARWALLS LESS THAN 5'IN LENGTH. • QTB=DTT2Z; LTT206 STUD COLUMN KEYNOTE CALLOUT q (D TL MAX 1"UP TO TL SPAN 9. MINIMUM STRUCTURAL ROOF SHEATHING REQUIREMENTS FOR METAL ROOF CLADDING IS SAME AS SHINGLE ROOF. SHOULD • QTG=HTT4 NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS W w ROOF MANUFACTURER'S INSTALLATION DRAWINGS REQUIRE SPECIFIC ROOF SHEATHING EXCEEDING THE STRUCTURAL • QTO= HTT5(PROVIDED(2)STUDS INSTALLED EACH SIDE OF QTO) TO MATCH WALL FRAMING SIZE AND GRADE, UNO. > O OPEN WEB FLOOR TRUSSES/BEAMS.......... LL/360 MINIMUM,CONTRACTOR SHALL PROVIDE ROOF SHEATHING IN ACCORDANCE WITH ROOFING SPECIFICATIONS. 4. PRODUCTS SELREFERTED USING TO QUICK TICK TIE SUMMER 2013 E CATALOG OR ADDITIONAL ALOG.INSTALLATIMAY BE ON INSTRUCTIONS SUBSTITUTED WITH EQUAL OR BETTER APPROVED <n o ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN ■ TL/240 MAX3 ALTERNAT, TABLE 3: MAXIMUM EXTERIOR WALL STUD SPACING IN C. 2 STUDS � � � TL MAX /4 5. IF CONNECTOR IS NOT LISTED ABOVE,CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. X W I 1 DTT2Z r BOTTOM OF STUD COLUMN CONNECTION WOOD(JOISTS....................................... NOTES 1,2,3 6. POSITIVE PLACEMENT GUN NAILS,2 /"LONG,WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST ....... LL/480 BASE ANCHORS, CS16,AND MSTA FLAT STRAPS. •1 ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN O TL/240 STUCCO FINISH-1_/360 FLEXIBLE FINISH-L'120 TABLE �: SPECIFIED SHEARWALLS OR QT-REQUIRED FROM TOP PLATE TO SLAB. O TL MAX Y2' BEARING CONDITION WALL HEIGHT WALL HEIGHT •2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL NOTES: &STUD TYPE 8 FT 9 FT 10 FT 11 FT 12 FT 8 FT 9 FT 10 FT 11 FT 12 FT NOTES 1,2,3,4 COLUMN TO IST LEVEL STUDS/HEADER/BEAM OR QT-REQUIRED FROM 1. CONCURRENTLY LOADED LIVE LOAD MAY BE REDUCED PER END STUDS TO TOP PLATE CONNECTION 2ND LEVEL TOP PLATE TO SLAB. d FBC 1605.3.1.1: 2x4 SPF STUD SW TYPE CONNECTION HEADER STRAPPING KEYNOTE CALLOUT 2x4 NO.2 SPF -- -- -- -- -- -- -- -- -- -- Z z SW1,SW2,SW3, SW4 QTB/QTO NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD O TABLE 1 : COMPONENT AND LL (2)2x4 N0.2 SPF -- -- -- -- -- '- -- - \\ III 1. CONNECTION ONLY REQUIRED FOR ROOF LOAD BEARING WALLS. 1 MSTA24 O 2x6 SPF STUD 24 24 24 24 24 24 24 24 24 24 \ TYPE OF STRAP CONNECTING HEADER TO JACK STUD I- 2. QTB/QTO MAY BE SUBSTITUTED W/(2)MSTA24lMS24, (2)H8,OR(2) 1 DTT2Z KING/JACK GROUP BOTTOM CONNECTION CD CLADDING DESIGN PRESSURES 2x6 NO.2 SPF 24 24 24 24 24 24 24 24 24 24 DSP. •1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP U 2x4 SPF STUD -- ` \\ (QTA ED FOR ROOF LOAD BEARING WALLS ONLY) H ST-5 •2ND LEVEL STUD COLUMN: STRAPPING REQUIRED FROM 2ND LEVEL STUD X p Z 0 ADDITIONAL QTA REQUIRED PER TYPICAL WALL SECTION,SHEET . WINDOWS AND DOORS RE III Q REQUIRED NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP W w Z z � 2x4NQ.2SPF Y ap - � E aW0 EFFECTIVE ZONE DESIGNATION a \\ (2)ADDITIONAL WALL STUDS REQ. FOR QTO Q ❑ N 0 W Q Z WIND AREA IZ-Interior Zone s EZ-End Zone sf w 0 (2)2x4 N0:2 SPF __ __ _ __ _ __ _ __ __ _ I I I d' W Z = D D 0 0 J - (pfl (p ) O � \ END STUD GROUPS LO m00 - 1- Z mpwUmm HEADER FRAMING KEYNOTE CALLOUT a 2 O w 2x6 SPF STUD 24 24 24 24 24" 24 24 24 24 24 \ \ I I SW TYPE NUMBER OF STUDS ti J F W W Z w m Z Z ❑ 0-20 ft +24.61 -26.70 +24.61 -32.95 w H � p H U ] W L, 2 2x6 NO.2 SPF 24 24 24 24 24 24 24 24 24 24 \ \ III (2)2x10-1 /2 NUMBER OF KING STUDS EACH SIDE OF OPENING O W W � p m W W 0 m - a 21 -50 ft +23.42 -25.51 +23.42 -30.58 III SW1,SW2, SW3 2 Z p n. w 0 W w � p m _ p NOTES: S W# 0 m F I- } w Z 0 51 -100 ft2 +22.01 -24.09 +22.01 -27.74 1. STUD SPACINGS ABOVE ARE THE MAXIMUM REQUIRED ACCORDING TO STUD HEIGHT AND TYPE, UNLESS NOTED OTHERWISE ON SW4 3 NUMBER OF JACK STUDS EACH SIDE OF OPENING p 1L } w W 1- W J m p Z D PLAN_ 1. KING/JACK STUDS MAY BE INCLUDED FOR STUD GROUP Z a 0 m W W III SIZE OF HEADER ALL HEADER TO BE NO.2 SYP W Q F Q ❑ m = w W (n E m W M 101 -200 ft2 +20.91 -23.00 +20.91 -25.56 2. IF STUD SPACING IS NOT LISTED, STUD SIZE AND GRADE IS NOT APPLICABLE AT THAT WALL HEIGHT. \ REQUIREMENT. w 0 w I I w Z W W W 3. (`)STUD SPACING IN TABLE DESIGNATED WITH ASTERISK REQUIRES ALL NON-CORNER STUDS LOCATED IN WAL END ZONES TO BE III UNLESS DESIGNATED AS WSP) Z IQ- N 0 Q 0 a ❑ a 3 0 VINYL SOFFIT MAX PRESSURE(psf) +23.5 -30.74 DOUBLED, FASTEN STUDS PER FRAMING NOTE#5, SEE END ZONE KEYMAP LOCATOR BELOW TABLE 1 FOR 4'EN ZONE LOCATIONS. III END STUDS CONNECTION(NOTES 5,6,7) NUMBER OF PLIES IN HEADER 0 W w a = W L. - 0 w J O Q � GARAGE DOOR PRESSURE SEE FRAMING PLAN TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS N III III SW TYPE 1ST LEVEL 2ND LEVEL STRAPPING m ❑ Q O U Z W W Z m 0 Q 2 W LII III HOLD DOWN (IF QT-NOT APPLICABLE) ENGINEERED LUMBER HEADER FRAMING KEYNOTE CALLOUT _Z Z Q X W ❑ p F 0 - = W 0z NOTES 1,2,3,4 I SW1 QTB OR DTT2Z MS36/CS16/MSTA36 (2)9 1/2"LSL-1/2 NUMBER OF KING STUDS EACH SIDE OF OPENING W w W p W X Q W D Q m m LL z PRESSURE TREATED UMBER I I III w W iIx z W D A N z DIAMETER LENGTH I I SW2 QTG OR HTT4 (2)MS36/CS16/MSTA36 Z_ w a F• Z m III z Qw mzZD Iw- Wz 8d COMMON 0.131" 2%2" SW3 QTO.OR HTT5 (3)MS36/CS16/MSTA36 NUMBER OF JACK STUDS EACH SIDE OF OPENING = } Z Q 0 - - IL D ❑ 17 Q W ❑ PRESERVATIVE FASTENS TYPE III III 0 5 0 Z I+. m W a 0 N Z Z = - 8d RINGSHANK 0.113" 2 3/6' I I SW4 HDQ8 (4)MS36/CS16/MSTA36 HEADER MATERIAL (ALL HEADERS TO BE DESIGNATED AS LSL, LVL, PSL, OR SYS42) Z w W 0 Q m Z - Q F Z 3 1- Q ACZA STANDARD CARBON STEEL I III Q = Qz } Z = w � W � � � wQW 10d x 1%2" 0.148" 1%2' DEPTH OF HEADER W Z p ❑ w 0 F m Q F- n END ZONE KEY MAP 10d 0.131" 3" SODIUM BORATE(NOTE 1) STAINLESS CONNECTORS AND BOTTOM PLATE ANCHOR SPACING(NOTE 7) NUMBER OF PLIES IN HEADER(1 3/4"WIDE UNO) 0 I.- F- I Z F p Z W p p w F p Q 10d COMMON 0.148" 3" FASTENERS REQUIRED. Z D Q - D IX ❑ I w Z SW TYPE MAX ANCHOR SPACING 0 w Q E W H = 0 -1 END ZONE: END ZONES SHALL BE TAKEN 1 CONNECTORS UST HAVE 3 1 PRE-ENGINEERED TRUSSES & I-JOISTS ® r- D 1-- ? 3 ro a m Q 0 m F• Z u D AS THE 1ST 4.0' PER IRC FIGURE R301.2(7) 12d COMMON 0.148' 3-/" 7= SWI,SW2 /s"DIA. @ 24"O.C. OR DIA.@ 24"O.C. J 1 Z-MAX,G120 O TRIPLE ZINC - 1. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL LL 16d SINKER 0.148" 3-/a" ALL OTHER PT (NOTE 2) S�/�/3 3/"DIA. @ 16"O.C. OR Y2"DIA.@ 24"O.C. 1 (INCLUDING ACQ& MCQ) COATED FINISH. 3 -1 BE DESIGNED UNDER THE SUPERVISION OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP Z SHEET NO.: 16d COMMON 0.162" 3-/" ALL FASTENER MUST BE HOT SW4 /a"DIA.@ 12"O.C. OR/"DIA.@ 16"O.C. DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH ANSI/TPI-2002 AND SUBMITTED TO THE ENGINEER OF RECORD O �- DIPPED GALVANIZED. FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET ST-1 OF THE PLAN SET. TEMPORARY NOTES: NOTES: S 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: 1. THE EXTERIOR WALLS ARE FULLY SHEATHED WITH OSB OR PLYWOOD. ALL TYPICAL EXTERIOR WALLS ARE SHEAR WALLS AND ARE PART OF THE BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1. SILL PLATES W/SODIUM BORATE TREATMENTS BEARING ON BUILDING'S MAIN WIND FORCE RESISTING SYSTEM. ADDITIONAL FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY AS NOTED ON THE PLAN OR IF COMPLETE. 9 STRUCTURAL SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY WALL SEGMENT IS IDENTIFIED AS SW1,SW2,SW3,SW4, OR SWB ON THE PLAN. 2. TRUSSES OR I-JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION,SPACING, BEARING LOCATION O F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN 2. ALL SW SHEATHING TO BE FASTENED TO FRAMING PER TABLE 2:WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS. AND NAMING CONVENTION OF THE LAYOUT SHOWN HERE. d SPECIFICATIONS BEFORE APPLICATION OF PROTECTIVE COATING. TO BE NON-CORROSIVE TO CARBON STEEL FASTENERS. 3. SHEARWALLS INDICATED ON PLAN WITH WINDOW AND DOOR OPENINGS WITHIN THE SHEARWALL REQUIRE STUD GROUP AND HOLD DOWNS ONLY AT 3. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT w 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF 2. IN DRY USE APPLICATIONS ONLY,G90 GALVANIZED EXTREME END OF DESIGNATED WALL OR PORTION THEREOF AS NOTED ON STRUCTURAL PLAN . THEM UNDER SIGN AND SEAL WITH THE TRUSS SHOP DRAWINGS. O JOB NO.: A WOOD DUE TO FASTENER PENETRATION,THE BORED HOLE CONNECTORS MAY BE USED IN CONTACT NITH PRESSURE 4. SWB-SEE"SWB-SPECIAL SHEAR WALL DETAIL", LOCATED ON THE DETAIL SHEET. 4. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE O r SHALL NOT EXCEED 75%OF THE NAIL OR SPIKE DIAMETER. TREATED MATERIAL, HOWEVER THIS APPLICATION MUST 5. 2ND LEVEL SW'S-END STUDS OF SHEAR WALL TO BE ANCHORED PER ONE OF THE FOLLOWING: DESIGN OF THE UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH,THE REPORTED UPLIFTS ON THE TRUSS Q RS5344 I 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS INCLUDE A MINIMUM 10 MIL MOISTURE BARRIER BETWEEN • HOLD DOWN WITH FULL-HEIGHT QT TO SLAB. END STUDS TO BE CONTINOUSLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB. SHOP DRAWINGS MAY BE DISREGARDED. 0 5. CONNECT ALL TRUSSES TO TOP PLATE AS SPECIFIED ON THE TYPICAL WALL SECTION SHEET. SUBDIVISION: SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. THE CONNECTOR AND THE WOOD MATERIAL. • 2ND LEVEL END STUDS TO MATCHING 1ST LEVEL STUD GROUP BELOW W/STRAPPING AS NOTED. IST LEVEL STUD GROUP TO SLAB WITHHOLD fY DOWN. 6. I-JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND O Atlantic Beach 6. DESIGNATED SW S WITH A COMMON CORNER REQUIRE(1)HOLDDOWN,WHICH IS TO BE LARGEST OF THE TWO HOLDOWNS SPECIFIED, UNO. SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN _I TABLE 6. QUICK TIE CONNECTORS 7. ACCEPTABLE BOTTOM PLATE ANCHORS INCLUDE QUICK TIE CONNECTOR OR THREADED ROD IN EPCON G5 EPDXY,OR SIMPSON. SCREW IN CRITERIA,THIS SHEET. u- Country Club NOTES 1,2,3,4, 5 ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. HEADER FRAMING LOT NO.: CONCRETE/ MIN. EDGE DISANCE CONCRETE AND FOUNDATION NOTES 1. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH OTHER WITH(2)ROWS 10d COMMON @ 8 "O.C. Z 94 SYMBOL DESCRIPTION MASONRY TENSION CAPACITY MO OLITHIC SLAB CMU 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS=2,500 PSI AT 28 DAYS(UNO). STAGGERED. EMBEDMENT 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB=2,500 PSI AT 28 DAYS(UNO). 2. WSP HEADERS ARE WOOD STRUCTURAL PANEL HEADERS AND HAVE THE FOLLOWING REQUIREMENTS: >_ A ONE STORY QTA(QUICK TIE AQUA) 3. ALL REINFORCING STEEL#3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS(UNO). • SHEATHING TO MATCH SPECIFICATION FOR EXTERIOR WALLS, SEE TABLE 2. FLOOR PLAN: %"WIRE ROPE-e"STEEL STUD 23/4'123/4' 910 LB. 1 3/4' 2 Y4" 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24"LAP. 24"LONG#4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL • ATTACH TO ALL FRAMING MEMBERS(KING STUD,TOP PLATE, HEADER SILL,CRIPPLES, ETC.)W/8d COMMON @ 3"O.C. 0 Anastasia-A 1ST FLOOR 4.0 FT END ZONE DA TWO STORY 2"x 2"x Ye"WASHER @ TOP PLT REENTRANT CORNERS. • EITHER TOP OR BOTTOM PLY OF DSL TOP PLATE MUST SPAN CONTINUOUS OVER OPENING;SHEATHING MUST BE 0 (TYP) DESIGNATION © 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE 1/2 INCH TO 2 INCHES IN LENGTH. DOSAGE EDGE NAILED TO CONTINUOUS PLY OF PLATE ONE STORY QTB(QUICK TIE BLUE) Z DESIGNED: 3.. 3 g 2 4.. AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. • NO.2 SPF HEADER SILL INSTALLED ABOVE OPENING W/(1)CRIPPLE STUD AT EACH END 16 WIRE ROPE-6'STEEL STUD 4"/4" 1,527 LB. 1 /4' © TWO STORY 2Y4'x 2%"x%"WASHER @TOP PLT SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE CERTIFICATION OF COMPLIANCE WHEN • • WALL SHEATHING ABOVE OPENING MUST BE CONTINUOUS(OR PROPERLY SPLICED PER TYPICAL WALL SECTION 0 J H/J M L REQUESTED BY THE BUILDING OFFICIAL. SHEET)FROM TOP OF PLATE TO HEADER BELOW OR SILL PLATE ABOVE OPENING W © ONE STORY QTG(QUICK TIE GREEN) 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. 3. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING(NO CONNECTION REQUIRED FOR F- REVIEWED: 4'WIRE ROPE '"STEEL STUD 4"/4" 2,839 LB. 2 Y4" 2 3/a" 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH OPENINGS 6 W/ OR 10d x OR AT 116' O,CLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE): X TWO STORY FRC 5TH EDITION 2014 TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12"LIFTS TO AT © 3"x 3"x 3/6 WASHER TOP PLT ( ) ( ) 2 @ W DBM ONE STORY QTO(QUICK TIE ORANGE) • MIN 18 GA.COIL STRAP WRAPPED OVER TOP PLT W/MIN(5)10d x 1%1 INTO EACH SIDE OF HEADER OR REVISIONS DATE O 16'WIRE ROPE $"STEEL STUD 6"/6" 4,455 LB. 3" 3" g, CONCRETEASSUMPTIOF FLOOR SLABS ON GRADE ALL BELEAST 95%OF MODIFIED PROCTOR MAXIMUM D IRNSDANLE OVER A MINIT IS THE IMUM 6 MILPOLYETHYLENEPOLOYETRHYLENE VAPOR RETARDER WITHOJOINTS TLA PED 6"AND • FASTEN TRUSS DIRECTLY TO HEADER W/MTS OR HTS W/(14)10d x 1- /"(OR EQUAL APPROVED BY EOR). Q TWO STORY 3"x 3"x 3/s'WASHER TOP PLT 4. FASTEN ALL HEADERS TO KING STUDS WITH(3) 8d TOE NAILS PER SIDE. @ SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. 5. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF RECORD IF THIS NOTES: CONDITION EXISTS. TABLE 9: PLANK-ORIENTED HEADER REQUIREMENTS m 1. POWERS AC100 TEAL OR GOLD EPDXY SHALL BE USED FOR ALL QT ANCHORAGE 10. TO CONTROL CRACKING, CUT V SAWCUTS IN THE SLAB IN A 15'x15'GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT EOR FOR Q 2. REFER TO FRAMING NOTES THIS SHEET FOR EPDXY INSTALLATION SPECIFICATIONS. ALTERNATIVE METHODS. CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK. W 3. QUICK TIES SHOWN ON FRAMING PLAN AT FIXED LOCATIONS ARE DESIGNATED BY SYMBOLS SHOWN ABOVE. RE ER TO 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM CONTINUOUS ROUGH OPENING WIDTH STUCCO FINISH-L/360 FLEXIBLE FINISH-1_/180 Z TYPICAL WALL SECTION FOR ADDITIONAL REQUIRED QTA LOCATIONS. ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN ALONE, MAXIMUM 11' MAXIMUM 11' z (NOTES 1,2) 4. ADDITIONAL STUD REQUIREMENTS PER WALL WIDTH: CONTACT THE FRAMING NG ENGINEER OF NOTESRECORD. GREATER THAN 48"UP TO 75" (NOTE 3) PLATE 2x4GHT PLATE HEIGHT \, • EXTERIOR 2x4 WALLS: ® QTB/QTG MUST HAVE(2)STUDS WITHIN 3 (IF QT IS LOCATED WITHIN 3 OF DBL STUDS AT OPENINGS OR SHE THING � O O W SPLICES, NO ADDITIONAL STUDS ARE REQUIRED) 1. POWERS AC100 TEAL,GOLD, OR EQUIVALENT SHALL BE USED FOR ALL QUICKTIE AND BOTTOM PLATE ANCHORING. QUICK TIE CONNECTOR OR p GREATER THAN 75"UP TO 111" (2)2x6* (3)2x4 -QTO MUST HAVE(2)STUDS INSTALLED EACH SIDE OF QTO. (THIS IS IN ADDITION TO STANDARD WALL FRAMIN G STUDS). -THREADED ROD MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN A HOLE %6'GREATER THAN THE DIAMETER OF THE ANCHOR. ADHESIVE MUST FILL zQ • EXTERIOR 2x6 WALLS: THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. GREATER THAN 111" SEE FLOOR PLAN SEE FLOOR PLAN Z -NO ADDITIONAL STUDS REQUIRED AT QTB/QTG LOCATIONS. 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE GREATER THAN 48"UP TO 75" (NOTE 3) (3)2x4 -QTO MUST HAVE(2)STUDS INSTALLED EACH SIDE OF QTO. (THIS IS IN ADDITION TO STANDARD WALL FRAM( G STUDS) RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. (2)2x4 , 5. REFER TO APPROVED PRODUCT APPROVAL DOCUMENTS FOR INSTALLATION REQUIREMENTS OF QUICK TIE CABL . 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN FLORIDA BUILDING CODE TABLE O GREATER THAN 75"UP TO 111" (2)2x6* (2)2x6* O a' O 4, BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. GREATER THAN 111" SEE FLOOR PLAN SEE FLOOR PLAN ~ HtPEA 5. UPPER LEVEL MULTI-PLY STUD GROUPS TO BE CONTINUOUSLY SUPPORTED THROUGH FLOOR SYSTEMS TO FOUNDATION WITH LIKE STUD PLIES. 1. PLANK HDR TO STUD GROUP W/MIN(6)10d TOE-NAILS, EACH END. 6. FASTEN ALL MULTI-PLY STUD COLUMNS AND CORNERS TOGETHER WITH(2)ROWS 10d COMMON @ 8"O.C. STAGGERED. 2. WINDOWS WITH INTERMEDIATE JACK STUDS MAY BE TREATED AS SEPARATE OPENINGS. u' 7. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH(4)8d TOE NAILS OR(2)16d COMMON END NAILS. 3. FOR OPENING WIDTHS LESS THAN 48",A SINGLE 2x PLATE IS SUFFICIENT. Q 8. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH(3)8d TOE NAILS. 4. FOR PLATE HEIGHTS ABOVE 11', SEE FLOOR PLAN FOR PLANK-ORIENTED HEADER REQUIREMENT. //��,, 9. ALL MULTI-PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM THICKNESS AND MATCHING WALL 5. (*)HEADERS DESIGNATED WITH AN ASTERISK REQUIRE MIN 2x6 WALL FRAMING. V - ,STR,Q TURAL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. EN(31V, RING Oft S - C? .. REVIEWED FOR CODE COMPLIANCE. mI' CITY OF ATLANTIC BEACH 0 SEE PERMITS FOR ADDITIONAL U " REQUIREMENTS AND CONDITIONS 'Q REVIEWED BY: DATE; W c•, x Qi1�F1�a�A1 .E. T _ ISI P.E 88.,71457 12-18-2015 4"CONCRETE SLAB W/ 6.." NO 4 OR NO 5 @18"O.C. GENERAL FOUNDATION NOTES 6x6 W1.4 x W1.4 WWF OR 4' CONCRETE SLAB W/9"BEND BOTTOM 1. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE FIBERMESH W/6x6 W1.4 x W1.4 ° @ DRIVEWAY SLAB OR A 4"CONCRETE SLAB W/ 0'-0"A.F.F. A MINIMUM BEARING CAPACITY OF 2,000 sf IN ACCORDANCE WITH FRC 5TH SLAB W/THICKENED P WWF OR FIBERMESH VARIES PAVERS, SEE ARCH 6x6 W1.4 x W1.4 WWF U-BLOCK W/ EDITION 2014)TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL 1 8"MIN EDGE PER PLAN OR FIBER MESH (BEYOND) — —° — — — - — -- — — e . ° 8"CMU CHAIR BLOCK W/ 4"FLOATING CONCRETE w (1)#5 CONT AND COHESIVE SOILS. COMPACT THE FILL IN 12"LIFTS TO AT LEAST 95%OF 8"MIN 28"MAX TOP OF SLAB h (1)#5 CONT. SLAB W/6x6 W1.4xW1.4 Q MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR \ \ \ \ \ \ 28"MAX \ \ \ \ \ \ l - FIBERMESH > CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. / WWF OR \\ \ d / h o0 2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT Z SUITABLE FOR 2,000 PSF BEARING CAPACITY,CONTACT EOR. ADDITIONAL VAPOR BARRIER 12"MINS , .; w FINISH FOUNDATION WORK MAYBE REQUIRED. °° o GRADE \ VAPOR BARRIER //\ e i/ /\/ //\//\//%// / // // // // // // /\//\/ V �' /j / / / / / / / / a 3. SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN //�/ //i// /\/\ \/\/\/\/\ VAPOR BARRIER n /\/\/\/\/\/\/\ \/\/\ \/ �" \ \ \ . .ro . . \ ACCORDANCE WITH THE FLORIDA BUILDING CODE. CONSULT ARCHITECTURAL C'7 \ \ /\/ / PLANS FOR LOCATION OF SLIDING GLASS DOORS. O �OPT f7 / /\FOOTING TO BEAR ON \ ENSION IN BRICK E- 13"OPT. EXTENSION IN BRICK //\//\\// // \\//\\//\ \� \\/\\ 4. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. N a) LOCATIONS ON FND PLAN / \ \ / / / //� //\� SEE DETAIL SHEETS FOR ALTERNATE STEMWALL SECTIONS. N FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN \\\\\\\\\\ \\\\\\ STEMWALL BEYOND AND #4 OR#5 VERT REINFORCING /\/\/ \\ j\\j\\j\\j\\� \\ M / / / / / / / / / / #4 OR#5 VERT i i 5. 24"LONG#4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT CONCRETE FTG, SEE PLAN UP TO 3 COURSES: 72"O.C. \/\\ /\\/\\ // // // /i 12"UNDER 1 STORY WALL \\ \\ \\ \ 4 TO 5 COURSES: 48"O.C. /\/ /\/\/ REINFORCING @ \ \\ \\ CORNERS, SEE"RE-ENTRANT CORNER DETAIL"THIS SHEET. _J 12"UNDER 1 STORY WALL // 1 / MAX 72"O.C. o L� 6. SHOULD SITE FILL CONDITIONS ALLOWS FOR SLAB AT GARAGE DOOR TO N LL WITH (2)#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO.5 // // / // // \\ WITH (2)#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO.5 BAR IN BRICK LEDGE j\\\\\\ \\\\\\' �/ o \% / / / / / r/ RETURN APPROX.TO EXISTING GRADE, IT IS ACCEPTABLE TO REFER TO BAR IN BRICK LEDGE 16"UNDER 2 STORY WALL //\//\ /\//` \\\ N. --6 /\�' -- - 16"UNDER 2 STORY WALL \ \ \ i / eo e /\/ • .f FOUNDATION KEYNOTE"A",THIS SHEET,AND OMIT CONTINUOUS STEMWALL r WITH(3)#4 OR(2)#5 CONT �j/ /\ /� /\ / j\ /\/ //�\/ // o _ FOOTING BELOW GARAGE DOOR. N WITH(3)#4 OR(2)#5 CONT \/ /\/ / /\ \ \\ ap (� GARAGE ENTR CMU STEMWALL SECTION /\/�\/�� ADDITIONAL#4OR#5 IN FOOTING TO BEAR ON FIRM CONTROL JOINT (CJ) NOTES. d: 0 N GARAGE EXT WALL CURB SECTION FOOTING TO BEAR ON FIRM ADDITIONAL#4 OR#5 O 1 MONOLITHIC FOOTING SECTION 5 1. SPECIAL CARE SHo LD BE EXERCISED BY CONTRACTOR WHEN BACK BRICK LEDGE UNDISTURBED SOIL 1. TIMING O UNDISTURBED SOIL IN BRICK LEDGE � IF GROUND ADJACENT TO FTG SLOPES DOWN FILLING BEHIND A S EM WALL, PARTICULARLY WHEN IT IS OVER 4 I` CUTS MUST BE MADE THE SAME DAY AS PLACEMENT.AS SOON AS THE .� AND AWAY FROM STRUCTURE STEEPER THAN COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS VERTICAL REINFORCEMENT 4"OPT BRICK LEDGE VERT REINFORCEMENT TO CONCRETE HAS SET ENOUGH TO ALLOW SAWCUTS WITHOUT RAVELING 'tet V-0"VERTICALLY PER S-0"HORIZONTALLY, 4"CONCRETE SLAB W/ MAY BE OBTAINED F OM THE ENGINEER OF RECORD. NOTED ON FND PLAN HAVE 6"BEND BOTTOM 4' OPT BRICK LEDGE C4 TO HAVE 6"BEND AT BOTTOM @ NOTED ON FND PLAN THE COURSE AGGREGATE FROM THE CUT, MAKE THE CUT. N CONTRACTOR HAS TWO CHOICES: 6x6 W1.4 x W1.4 WWF OR 2. SCREW IN ANCHOR ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY N CUTS MADE THE NEXT DAY OR AT SUBSEQUENT TIMES DO NOT PROVIDE �,r� FIBERMESH ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. CAST-IN-PLACE FOOTING SPECS LL 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE 0'-0"A.F.F. CAST-IN-PLACE FOOTING SPECS ADEQUATE PROTECTION AGAINST"RANDOM"CRACKING. OF EOR TO PREVENT EROSION OF SOIL. 1-STORY: 8"x 16"W/(2)#4 OR(2)#5 CONT 1-STORY:8"x 16"W/(2)#4 OR(2)#5 CONT _j SEE ARCH. 2. DEPTH 2. USE STEMWALL FOOTING ° '---° °--=.---� 4"CONCRETE SLAB W! 2-STORY: 10"x 20"W/(3)#4 OR(2)#5 CONT 2-STORY: 10"x 20"W/(3)#4 OR(2)#5 CONT Li- N a a °L ° A. DWGS. 6x6 W1.4 x W1.4 WWF OR THE CUT SHOULD BE AT LEAST 1"DEEP, BUT NOT MORE THAN 1 %"DEEP. L -a ----- FIBERMESH �0 LI) (2)#4 OR(2)#5 CONTINUOUS 6x6-W1 A x W1 A WWF /\ \\ \\ ° ° 0'-0"A.F.F. CMU STEMWALL SECTION 3. SEALING J OR FIBERMESH \�// e ° //\�//\ �.__- ° SEE ARCH. CMU STEMWALL SECTION THE CUTS SHOULD BE SEALED WITH A SEMI-RIGID EPDXY OR ACRYLIC DWGS. 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK Z ■ ° 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK ADHESIVE SEALANT. BACKER ROD IS NOT REQUIRED. --------- ______ - --------- //`/' //� ` ° --- - FILLING BEHINDASTEM WALL, PARTICULARLY WHEN IT IS OVER4 O / ° a FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 8"MIN COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS � \\ \/\\/\\ N VAPOR BARRIER COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS FOUNDATION KEYNOTES. //\/\ / MAY BE OBTAINED FROM THE ENGINEER OF RECORD. MAY BE OBTAINED FROM THE ENGINEER OF RECORD. / / '" /' 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY V 12"UNDER 1 STORY WALL Q ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. 8"x8"DEEP THICKENED EDGE /\ WITH(2)#4 OR(2)#5 CONT 8"x8"THICKENED. 8" FTG AT STEP-DOWN, VAPOR BARRIER A W/(1)#4 CONT N 16" VAPOR BARRIER 16"UNDER 2 STORY WALL SEE PLAN 0 WITH(3)#4 OR(2)#5 CONT a) 12"DEEP FTG W/#4 @ 12" W _0 EW UNDER BOX COLUMN, H IN C RB STEP SECTION CURBS EP SECTION FTG TO BE PROJECTED MIN > O 3 BEARING WALL FOOTING SECTION (� BEAR G U 4 6"LARGER THAN BOX (n v COLUMN ON ALL SIDES Of Ac16"SQx12"DEEP FTG W/ (3)#4 EW O U 94'-8'° D 24"SQx20"DEEP FTG W/ A (3)#4 EW Q 1 1 30"SQx20"DEEP FTG W/ 11'-4" 4'-0" 43, 2,; 35'-112" A (4)#4 EW Z O 3'-4" 4'-8" 32'-11" 2'-6" 8'-02' 4'-7" 23'-4" F (4)#4 Qx2 DEEP FTG W/ 0 LO It X O z 20 48"SQx24"DEEP FTG W! 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S r � 94'-8" OFFICE CO Y : °°• � sA" it ._ 1 11 .. W FOUNDATION PLAN 1 /4 — 1 ® Iz Derek B. Murray, P.E. QT E NEERI NG Q P.E. No. 71457 12-18-2015 FRAMING KEYNOTES (QT) /-6x6 N0.2 SYP PT POST NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN CONTINUOUS TO ROOF BEAM.ABOVE,(3)TOTAL 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: (Y) NOTES A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS BOTTOM O 1. FLASHING&WATERPROOFING ARE OUTSIDE CHORD TO SW DBL TOP PLATE W/10d @ 3"O.C. N OF STRUCTURAL ENGINEERS SCOPE&SHALL B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR N BE DESIGNED&SUPPLIED BY BUILDER DECK TO SW DBL TOP PLATE W/10d @ 3"O.C. co 2. BUILDER TO SUBMIT SHOP DRAWINGS OF •2x12 NO.2 SYP PT I EDGER PROPOSED HANDRAIL CONSTRUCTION FOR 4. PORCH BEAM FRAMING NOTES O L.L •FASTEN TO SOLID FILLED CMU APPROVAL BY EOR PRIOR TO CONSTRUCTION 04 FDN WALL W/(2)ROWS %"0 x &INSPECTION. A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV. U� � 6"EMBED DRILL&EPDXY OR -- NOTCH TOP OF PORCH BEAM 3"FOR BEAM PKT CONNECTION AT r O EXPANSION ANCHORS WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT CIR ELEVATION. 3 Y2'MINIMUM BEARING REQUIRED IN WALL. PORCH d' BEAM TO STUDS W/MS24, HTS20,OR MSTA24. O) B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV. d- PORCH BEAM TO TOP PLT W/MS24, MTS12, OR MSTA24. N -2x12 NO.2 SYP PT JOISTS @ 16" N C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. M O.C. PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR LL •JOIST TO LEDGER W/LU210 PORCH BEAM. BEAM TO POST DOWN STUDS W/MS24, MTS12,OR ILL a) N •RIP TO ESTABLISH SLOPE PER MSTA24.STUDS TO TOP PLATE W/MS24 MTS12 OR MSTA24. O BUILDER W \` D. BEAM ATTACHED TO EXISTING FRAMING J � ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS W/ -- SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. Z ■ O 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER Cl) TYPICAL WALL SECTION SHEET. V 6. HIGH UPLIFT WALL: INSTALL QTB @ MAX 48"O.C., REQUIRED AT THIS SECTION ONLY N 7. PLANK ORIENTED HEADER FRAMING O A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/(2) A35LU EACH SIDE OF OPENING,SEE PLANK HEADER FRAMING DETAIL,ON E- DETAIL SHEET. > O B. FASTEN PLANK ORIENTED HEADER TO JACK/KING GROUP WITH (n ■ FRONT 1 p O RC H FLOOR FF71 A MING PLAN LAN HORIZONTAL STRAP EACH SIDE OPENING. C. PLANK-ORIENTED HEADER NOT REQUIRED,THIS LOCATION ONLY. STRUCTURAL HEADER HAS BEEN CALCULATED TO RESIST THE OUT OF PLANE WIND LOAD. O V Y sW1 ZO 4 NOTE 6x6 NO.2 SYP PT j 6x6 NO.2 SYP PT O SUL210-2 f/) POST, (3)TOTAL POS )TOTAL LO OIt X O Z 10 (3)2x12 _. (2)2x12 _. ti w 0 (2)2x4-1/2 (2)2x4-1/2 (2)2x6 1/2 _ _ W p = ti Y 10 p w 0 wu. QZ WSP HDR-0/2 0) 00 - � ZO � aW � N � NOTE 7A - w W 13 WSP HDR-0/2 F E [] Z p d m � F � p } W N p p II (2)2x12 z � 0a } ww � NNmOZW (2)2x12 a W Q EQU' NIWwtAFtlJw � W I- 0 U ►- � Z ° w ❑ zLL 01a ° N Z QIOQ � a � FI- � zw � � U) WSP HDR O/2 p wa = � W - ❑ X � W w OQ W m [7Q � tiElZWWZUIOQ2W LL (2)2x4-1/1 / / W W W p W X Q w [] Q W W F C7 W (3)2x12-2/3 i W w � Z �w � � p � pw ' ww m i U W/(2)2x10 NO.2 Q Z = } ZQ � ZZ JF- ZU1P Z SYP PLANK Z p ❑ C7 I- �� Z ww0QmZF N �Q � z3 F - Q w ? ❑ mwml_- N � � Wvtl ORIENTED HDR W w w Q F Q I Q Z } Z I Q L1 w - p Q _ I- Z UQ F U O I W Z Q (2)2x4-1/2 0 U 3 N a N Q 0(7 12- ? U U (2)2x12 J IL Z SHEET NO.: NOTE 7A O ST-3 B \ G1 (G4 G1 - STRUCTURAL ST-6 (2)2x12 ST 6 ST-6 a (2)2x6-1/1 FRAMING PLAN (2)2x6-112 ` / _ GARAGE DOOR DESIGN GARAGE DOOR DESIGN NOTE 4 WIND LOAD(PSF): — WIND LOAD(PSF): (� JOB NO.: _ (.. — +20 38/-23 23 +20.38/-23.23 � U WSP HDR-0/2 O (2)20"LVL-3/1 0 2)2x12 - L- — L_`' J Q 855344 -1/3 (3)2x12-1/3(3)2x12 BUJ SUBDIVISION: OAtIantic Beach. i 2 STUDS w 2 STUDS C7 J S w U_M N Country Club 2 STUDS .L w WSP HDR-0/2 / QTB:I QTB p �U_l Q p (/) z - LOT NO.: QTA z 94(2)2x12 FLOOR PLAN: WSP HDR-0/2 O - J Anastasia-A cnO Z DESIGNED: KAN JH/JML ...._............................... .... _. W F- REVIEWED: WSP HDR-0/2 __._. o o _ co w DBM � a \ Q REVISIONS DATE N �j W WSP HDR-0/2 z m Lu / ~O WSP HDRW -0/2 9 WSP HDR-0/2 O , .. W 7r M w Q (A z NOTE 6 >M Z _ (2)2x4-1/2 P . (A (2)2x6-1/1 (2)2x6-1/277] (2)2x6-1/1 ,.: t 2 2x6-1/2 2 2x6-1/2 r O O 0 2 T D cn SUSIg � �, B B B_ B; B B 2 STUDS LL w 2 STUDS O 2 STUDS O QTB o - 2 STUDS o LLxy . QQ � QQ QTA (2)2x4-1/1 QTB Q QTB Q 2 STUDS � QTA Q QTB �'STR CTORAL" EN S' EL G FIRST LEVEL STRUC URA ..L FRAMING PLAN 1 /40�. �F�� � �� �,�.m ,;. � a — R h W fit 1411# QDerek B.Murray, P.E. " � � �, � P.E. No. 71457 12-18-2015 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/I Od @ 3"O.C. FLOOR DECKTO SHEAR PANELW/10d @ 3"O.C. 2. TYPICAL BEARING BLOCK a BEARING BLOCK TO BE NO.2 SYR MIN 48"LONG AND TO MATCH (y) DIMENSION OF TRUSS MEMBER. 0 0 ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM CHORD W/(3) ROWS 1 Od @ 4"O.C.STAGGERED. CY) 3. LEDGER FRAMING NOTES: C) _j o FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT C) LL EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX CNI 24"O.C. SPACING) LO C: ................. ....................................... ........................... .......................... .......... ...................... ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED C14 LOCATIONS ON PLAN 00 SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER 4 PROTECTION AGAINST CORROSION C:) 0) 0) IN ACCORDANCE W/FRC 502.2.1, EXTERIOR DECK I C: NOTE 6,TYP.ALL LOCATIONS; LEDGERS SHALL BE SECURE TO WALL FRAMING WITH t SCAB FULL LENGTH OF TOP WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT 04 E CHORDINADEQUATE FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. C14 04 BACKSPAN IS NOT ABAILABLE ROOF FRAMING LEDGER: ce)....................................................... .......... ............... ................ .......... ................. 2x6....................(4)12d COMMON < < < LL< <m m CN 2x8....................(6)12d COMMON Ld C) 0 2x1 0..................(8)12d COMMON............... ............... ............. .......... .......................... 2x1 2.................�(10)12d COMMON .......... ........ ........... ............... ......................................................................................... .............. ........................ ........................................... .................. ... ........... ............. ................................ 7 > FLOOR FRAMING LEDGER(W1 NAILS): J01A ...... m :3 J01A z T 0 PT 2x6................(3)16d COMMON U) 0 PT 2x8................(5)16d COMMON W PT 2x10..............(7)16d COMMON J02A PT 2x12..............(9)16d COMMON 0 ----------J02A FLOOR FRAMING LEDGER(WI SCREWS): C4 x 4 X 2 ................ C:) J03A J03A PT 2x8 ..............(5)Y4"X 4-Y2"LONG#1 4 WOOD SCREWS PT 2x1 O.. ...........(7)Y4"X 4-Y2"LONG#1 4 WOOD SCREWS Ili(9) Y4"X 4-Y2"LONG#1 4 WOOD SCREWS PT 2xl 2.............. J04A J04A 0 ........................ . .......... ............. U) ................. .......... 4. OVERFRAMING NOTES ALL RAFTERS TO BE MIN.2x6 NO.2 SYP @ 24"O.C. MA) J04A J04A MIN ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO.2 SYF FASTEN"SLEEPERS"TO EACH TRUSS/RAFTER W/(3) 16d 0 COMMONS MIN. ................. EACH RAFTER TO"SLEEPER"W/SIMPSON H3 UPLIFT J04A �J04A CONNECTOR. ............................ ...... ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO............................................................... ............J04A J04A RAFTER WHERE APPLICABLE W/(5)10d COMMONS MIN. z 0 ............ ............ O.C. J04A J04A LUMBER SIZE SPACING U) 2x6 2x8 2x1 0 2x12 12" ..................................... J04A z I 0 ................. ...........J04A 14'-5" 18'-3" 21'-8" 25'-6" W W . 0 El z I Ul ........................... .......... 16"HTS20 .................... 0 12'-6 16-1 0" 18'-9' 22-1 < Z) EO 0 Lj L, Z ................. .......... W �z w 0 L E3 ...........J04A 10-2 12'-1 1 164 18'-O' 04A' L3 -J cc 0 0 01 0 LO Z 0 w a m HTS20 20 L.L./15 D.L.#2 SYP >- EL 0 Z Ul M Z _j ........... ...... ------------ -------------- 0 �W- 0� > 0 EJ Z .......... w w LL 03 Ul z w ........... (L w U Uj ------------------ V 1- - - CEILING JOIST SPAN SCHEDULE M S12 .................................... W _j U LL J05A jO4A ........................ U Lu 0. z O.C. (2) TS20 ........... LL HT 13 LUMBER SIZE . ...................................................................... ............... ... LU SPACING U.4;' ................. ...... .............. ............. U) z 0 a. w .................... ......................... .......... � ' JO5 w 0 Ts------------ 2x4 2x6 2x8 2x1 0 H 20 J06A I0 0 IL -3 C) Cj CD; . 0. C) n�'i C) c)1! 12" 1 '-8" 24--7 26-0" z I,.18 W fn! cc 111 ED CD Tj ED co 00 co CIO cn�,� r .............. Of W w w EL........... ............. ............ 16" 10 -1 V 21'-7" 26-7 Ll Z 16' 00 13 �IJ06 -406A l Vol z 0 Z i 24 9'-3" 13'-1 1 IT-7" 20'-1 1 0 CD LL w Z >< W EJ w 10 L.L./5 D.L.#2 SYP Uj w....................... ................... ......................... El :1 Ul w w z U1 . ............................ ........... ............. 1. i j ­­­­­­­­­ JU6 z ----__ W V02 ri 0 ED 5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY Z Z I - C\1 0 Jol Z z BUILDER IN ACCORDANCE WITH FRC R302.12. z w .................. �'X..................... ............. ............1'�' ­­ , - J06 ......... W K 0 6. 2x8x7'LONG NO.2 SYP SLABBED RAFTER TAILS PER T < z Z I 13 V03........... ........... ...... ........... ........... z z ui 0 W F-........... TYPICAL WALL SECTION,SHEET ST-5 p J02 Z rj 0 1 w Z 0 w _j z I 0 j .......... NOTE 6,TYP.ALL J06 ri z 0 L3 0 VO4 LOCATIONS;SCAB FULL LENGTH OF TOP J03 U_ ....................... ............... HORD IN ADEQUATE......................................... BACKSPAN IS NOT 0 ST-3A ABAILABLE J04 ......................... J06 ROOF FRAMING VO4 i 0 ....................... .......... PLAN .................... ............................................... ...................J04 .............................. .................. ............. J06 0 JOB NO.: V03.........................J04 RS5344 J06 SUBDIVISION: V02.............. ry J03 Atlantic Beach ....................... ............ 0 .................. .........................................Vol J06............ U_ Country Club ......................J02 HTS20 LOT NO.: J05/-H-r$20 HTS20 z .. .......... 94 (2) ITS2 0 ................ ........................Jol ............... FLOOR PLAN: ...................... .....................------­­­ .................. ......................... ................... ..................................................................................... ........... ..................... 1,11............................. ....................... ........ .......... ........................ ............ . ................... ................. .......... ......... ..................... ...........CD C) 0 0 C.) (D N C) m n CN, C1111 (N C114 00 co co 00 L0 0 I- 00 LO Anastasia-A c- I'D CD C) 0 0 C'� C) C) 0 _j p: C.) 0 C"D CD CD F_ F_ F- F_ F- F_ 0 Z DESIGNED: JH/JML LLI'\—NOTE 6,TYP.ALL LOCATIONS; REVIEWED: SCAB FULL LENGTH OF TOP x CHORD IN ADEQUATE w DBM BACKSPAN IS NOT ABAILABLE REVISIONS DATE ----------- ............................ . ..........---------­­--­-----------­--------------- z 0 z 0 t: L OFFICE C%;0Py TRUSS ENGINEERING NOTES; STRU U.LL I'L I , EN Gl�N 'RI,9 UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL 0 TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING o TO THE TYPICAL WALL SECTION SHEET.9 ALL EXTERIOR WALLS ARE HELD BACK 1/2" FOR SHEATHING . 0�o 1170# DRAG LOAD APPLIED TO TRUSS T07 I............ STF C 71, E N If 1101111 F-U'"*' F R * 2980# DRAG LOAD APPLIED TO TRUSS T09 FIRST LEVEL RO AMING PLAN 1 /4 x % 10 e 4535# DRAG LOAD APPLIED TO TRUSS T15 AND T16 w 1,, ., ,tjFm79% erek B. MurraV, P.E. P.E. No.71457 QT E=NG1NEEFA1,,v,,,3 12-18-2015 TRUSS OR RAFTER TO 2XNO.2SYP BLOCKING TOFIT RECOMMENDED QUICK TIE PLACEMENT PROCEDURE TIGHT BETWEEN TRUSSES,(3)10d QT CONTINUOUS FROM 2ND (2)MS24/MSTA24 OR TOP PLATE W/ OR TLOK06, UNO ON ROOF COMMON TOE-NAILS @ EACH END 1 . LACE QT's AT SHEARWALL ENDS AS INDICATED ON THE FRAMING PLAN. QT'S SHOULD LEVEL DBL TOP PLT TOS B QTA TO HEADER N BELOW FRAMING PLAN SHEATHING TO BE CONTINUOUS TOI AVE WASHER LOCATED NEXT TO STUD COLUMN SUCH THAT PLATE WASHER IS BLOCKING, 3/a"BETWEEN TOP OF WOOD PANEL AND CENTER OF LOCATED DIRECTLY OVER STUD COLUMN. III II I FASTENERS 2, PLACE QT's WITHIN 3" OF BEARING WALL END STUDS. III III ch J TRUSS OR RAFTER TO TOP PLATE W/H8 OR _ 3. LACE QT's AT MAX 48" O.C. (EXCEPT AS NOTED IN "ALTERNATE QUICK-TIE SPACING AT 111 III TLOK06, LINO ON ROOF FRAMING PLAN p EXTERIOR WALLS:QTA @ MAX 8FT O.C. FOR TRUSS 2x8xT LONG NO.2 SYPLn MINIMAL UPLIFT WALLS") III III M SPANS OF 20 FEET OR LESS. QTA @MAX 48"O.C. OVERHANG RAFTER 4. PLACE QT's AT HIGH POINT LOADS PER FIXED LOCATIONS INDICATED ON FRAMING PLAN. II11 IIII oJ FOR TRUSS SPANS GREATER THEN 20 FEET, U.N.O SCABBED TO TRUSS TOP 2x8xT NO.2 SYP III O LL. TO ARE ACCEPTABLE ALTERNATIVE TO GARAGE RETURN DETAIL SPECIFIED N ON PLAN. SEE TABLE 6:QUICK TIE CONNECTORS CHORD w/(2)ROWS 10d @ OVERHANG RAFTER 5. I,I I TYPICAL TYPICAL TYPICAL III ON SHEET ST-1 FOR TYPICAL INSTALLATION. 6"O.C., STAGGERED; U.NO. SCABBED TO TRUSS TOP OLDDOWNS ONLY IF #4 OR #5 VERTICAL REINFORCING HAS BEEN INSTALLED IN CURB @ IIISPACINGUNO SPACING SPACINGUNOIII CHORD W/ N CUr INTERIOR WALLS:QTA @ MAX 48"O.C. U.N.0ON COMMON AIILS16) 10d 8" O.C. MAX, MIN 2 VERTICAL BARSEACH RETURN. QTO MUST HAVE MIN 11" °0 0 PLAN,SEE TABLE 6:QUICK TIE CONNECTORS ON � III III 0 SHEET ST-1 FOR TYPICAL INSTALLATION MBEDMENT II (I TYPICAL QTA @MAX 0 TRUSS OR RAFTER TO TOP STUD SPACING PER TABLE 3:MAXIMUM EXTERIOR PLATE W/H8 OR TLOK06, UNO ON (�� I (1 III 48"O.C., MIN(1)PER d. WALL STUD SPACING. ROOF BEARING ONLY. ROOF FRAMING PLAN A TE R1 YATE QUICK-TIE SPACING AT MINIMAL UPLIFT WALLS III III SHEARWALL N a) (QTA REQUIRED FOR N WALL SECTION AT ROOF ALT. WALL SECTION AT ROOF III SW I SW III ROOF LOAD BEARING M 1 . ABLE WALLS: EXCEPT WHERE FIXED LOCATIONS ARE SHOWN. WALLS BELOW GABLES WALLS ONLY) STANDARD HEEL CONDITION RAISED HEEL CONDITION 111 III Q, (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) D NOT REQUIRE QT. BOTTOM PLATE ANCHORS @ MAX 48" O.C. OR PER TABLE 8: u- N S ECIFIED SHEARWALLS, SHEET ST-1 . II II I II II L � 2. TRUSS SPANS <20 FT: EXCEPT WHERE FIXED LOCATIONS ARE SHOWN, QT SPACING MAYIII Iii � STUD SPACING PER III III Z TABLE 11 IL 3:MAXIMUM B EXTENDED TO 8FT O.C., PROVIDED A HA4 IS INSTALLED FROM TOP PLATE TO STUD EXTERIOR WALL STUD FASTEN BOTTOM PLATE TO GABLE o W SPACING. ROOF AND TRUSS W/10d COMMON @ 6"O.C., LINO. AT APPROXIMATE MIDSPAN WITH A %2" BOTTOM PLATE ANCHOR AND 2" SQ WASHER AT CABLE CONTINUOUS Y FLOOR BEARING. MID POINT OF THE BOTTOM PLATE. FROM 2ND LEVEL Q � INTERIOR WALLS:QTA @ MAX 48"O.C. U.N.O DBL TOP PLT TO ON PLAN 3. EXTERIOR WALLS PARALLEL TO TRUSSES: EXCEPT WHERE FIXED LOCATIONS ARE sLA6 S OWN, QT'S MAY BE OMITTED. BOTTOM PLATE ANCHORS @ MAX 48" O.C. OR PER III ao III ,: z TYPICAL: BOTTOM PLATE T BLE 8: SPECIFIED SHEARWALLS, SHEET ST-1 . I I I I � III I w TO RIBBON BOARD W/10d FLOOR TRUSS III 2ND FLOOR END O COMMON @ 6O.C. -. BY OTHERS GABLE FLOOR III _ III STUDS TO 1ST fA TRUSS BY OTHERS HEADER TO TOP PLATE III I I I I FLOOR HEADER W/ H CONTINUOUS 2x4 CONNECTION PER HEADER RIBBON BOARD (2)MS36/(2)CS18 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 0 O.C. DIAGONAL BRACE TO FLOOR NOTE 1 &2 WOOD FLOOR TRUSS BY OTHERS TRUSS OR DBL TOP PLATE W/(3)10dIII TYPICAL I I II COMMON TOE-NAILS AT EACH END. II ISPACING UNO Y _ - TYPICAL QTA @MAX. FASTEN GABLE TRUSS TO DBL TOP = III III 48"O.C., MIN(1)PER PLATE W/8d COMMON @ 6"O.C., LINO III I I I I SHEARWALL WALL E TINAT FLOR III SW III ROOFR OADIRED FOR O S C O O ALT. WALL SECTION AT FLOOR .. ....... III BEARING WALLS PERPENDICULAR FLOOR TRUSS CONDITION (THIS SECTION IS TYPICAL FOR TWO STORY APPLICATIONS) PARALLEL FLOOR TRUSS CONDITION III III ONLY) U IF REQUIRED QT (THIS SECTION IS TYPICAL FOR TWO STORY APPLICATIONS) III SPACING IS GREATER ADDITIONAL STUDS LO THAN OPENING III III REQ. IF QTO,SEE "t X O Z 20 WIDTH, PRESERVE I I I I III TABLE 6:QUICK TIE IL (j 0 < Z � m N TYPICAL IJPLIFT QT SPACING AND DO ANCHORS,SHEET h < O to w 0 W �. < Z CABLE NOT INSTALL QT I BOTTOM PLATE I ST-1 tL 0 Z I W Y F O 0 W 0 EACH SIDE OF III ANCHORS @ 24" III LO w 0 °0 - E Z 0 m 0 W U N IX GABLE END TRUSS OPENING(U.N.O.ON W IL O.C. MAX ~ } aa ZWJ - m � ZZ0 III III < Fww - Omama ° PLAN) O WWm > ONwwOLL NN1O 48'PO.C.LEXOTTOM PLATE CEPT AT SHEAR WALOLS SEE TLOK06 @ 32"O.C.MAX Z 0 a.0 m a, � w F 0 } w Z � 0 TABLE 8:, SHEET ST-1. (8"EMBED INTO 0 a Z w F- w J m ° Z 0 - - STEMWALL,6"EMBED INTO CONCRETE STUD SPACING PER W Q a o < N = w w N F N w EXCEPT AT HOLD-DOWNS. SEE TABLE 7: TABLE 3:MAXIMUM CORNER INSTALLATION Z_ < i 1- N 9 � M Z W < L EXTERIOR WALL STUD (NOTE: HIS DETAIL IS APPLICABLE FOR BOTH 90'&45°CORNERS) < E Z Z w Ow Z L X 0 �_ 0 ° SPACING.ROOF AND D 0 W w a 2 m 0 W 0 < FLOOR BEARING. 2x WOOD STUD WALL 1. (1)Q ICK-TIE ALLOWED @CORNERS OF TYPICAL WALLS W/ TWO STORY STACKED SECOND FLOOR WALL SECOND FLOOR Im r, < n z w W Z N 0 < I w a a (2)2x TOP PLATE OVE LAPPING PLATEs. SHEARWALL OVER HEADER SHEARWALL z z < X 1 ° ° F ° - _ ° Z a \ \ Qa QUICK TIE TO FOUNDATION 2. QUICK-TIE LOCATED IN WALL WHERE THE UPPERMOST TOP, W w w Z W X < W 0 < m LL Z a °° \ \ a ° PLAT OVERLAPS THE LOWER TOP PLATE. w < m w I P 0 b O w w 3. IFP TES ARE NOT LAPPED AS SHOWN, INSTALL QUICK-TIE r TYPICAL UPLIFT ANCHOR INSTALLATION FOR Z Z = } Z Q 0 a U O C Q W o \\\\\\\\\ EACH SIDE OF CORNER I Z Z W 0 < }m Z N < Z 3 Z F H SECOND FLOOR WALLS AND SHEARWALLS • • \\\\ \\\\\\\ a Q \\ \\ \\ \\ \\ \\\ ADDITIONAL W W Z 1 w 7 N W < N U \ \ \ \ \ \ \ ANCHORS PER Q wQZ >- ZIQLF.3wo \� NOTES 1. EACH SILL PLATE SEGMENT SHALL HAVE A MINIMUM OF(2)BOTTOM PLATE ANCHORS. INSTALL HEADER FRAMING D II H = Z -H 0 m Z W O 0 w Z < NOTE40NST-1. ZU < � U � 0 = WpZ < ANCHORS WITHIN 12"OF EACH END OF SEGMENT(BUTT JOINTS). O 0 w Z • < I- _j H • I Z 0 2. ACCEPTABLE BOTTOM PLATE ANCHORS INCLUDE QUICK TIE CONNECTOR OR Y2"DIA.THREADED ROD QUICK TIE TOP PLATE TYPICAL HEADER ELEVATION � 0 F- - 3 N E m < 0 �7 E - 0 0 IN POWERS AC100 TEAL OR GOLD EPDXY ANCHORING,OR SIMPSON %Z'DIA.x6"LONG TITEN HD INSTALLATION AT GABLE WALL LL• SCREW ANCHOR. SCREW-IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. Z SHEET NO.: 3. SEE TABLE 6 FOR MINIMUM QUICK TIE CONNECTOR EDGE DISTANCES. MINI 3/"OTHERWISE_ NOTE:LO GABLE END WALLS, QUICK TIE REQUIRED ONLY AT 7/"D A HOLE 7/e°DIA HOLE O ST-5 �/"DIA HOLE 1"DIA HOLE EPDXY OVERSPILL FIXED LOCATIONS INDICATED ON PLAN. SEE"ALTERNATE s s F- CEN CENTERED /"HEX NUT CENTERED /s"HEX NUT CENTERED %"HEX NUT CENTERED 5/"HEX NUT QUICK TIE QUICK-TIE SPACING AT MINIMAL UPLIFT WALLS"THIS SHEET. INT P PLATE 2"x 2"x%"STEEL WASHER IN TOP PLATE 2 Y4'x 2%"x%6'STEEL 3 3 8 TYPICAL WALL WALL SECTION AT FOUNDATION WASHER IN TOP PLATE 3"x 3"x /6'STEEL IN TOP PLATE 3"x 3"x/ts"STEEL P.T.2x BOTTOM PLATE O (THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPLICATIONS) (2)2x TOP PLATE WASHER WASHER (2)2x TOP PLATE (2)2x TOP PLATE (2)2x TOP PLATE � MIN EDGE DISTANCE CL SECTION � INTERIOR LOAD BEARING WALL EXTERIOR LOAD BEARING WALL O JOB NO.: II Y 13/"DIA EXTERIOR EDGE PLAN VIEW V RS5344 TYPICAL WALL SECTIONS WASHER 13/4"DIA OF CONCRETE Q �\ A (5)10d TO PLAN VIEW 3/„ HEX NUT PLAN VIEW PLAN VIEW 1 3 WASHER PLAN VIEW 5 3 In SUBDIVISION: TOP PLATE �/8 DIA HOLE 7/8"DIA HOLE 3�" HEX NUT 7 /2 HEX NUT w/1/8 DIA /' HEX NUT w/1/ DIA - /8 HOLE WASHER 1"DIA HOLE WASHER $"QUICK TIE O Atlantic Beach CENT RED 2"x 2"x%6'STEEL WASHER CENTERED 2%4'x 2%"x 1/8"STEEL CENTERED 3"x 3"x 3/6'STEEL CENTERED 3"x 3"X 3/6'STEEL EPDXY OVERSPILL J LS 18 STRAP IN TOP PLATE IN TOP PLATE WASHER IN TOP PLATE WASHER IN TOP PLATE WASHER �"DIA HOLE IN P.T.2x BOTTOM PLATE I'I- Country Club OFFICE COPY FASTEN BOTTOM PLATE TO BEAM(OR (2)2x TOP PLATE (2)2x TOP PLATE (2)2x TOP PLATE (2)2x TOP PLATE BOTTOM PLATE Q GIRDER)W/10d COMMON @ 6"O.C., UNO. (5) 10d TO STUD � LOT NO.: WALL SHEATHING TO BOTTOM PLATE,SEE TABLE 2:WOOD STUCTURAL PANEL SHEATHING REQUIREMETNS ON SHEET ST-1 FOR EXTERIOR EMBEDMENT Z 94 e"QUICK TIE _ WALLS.ALTERNATE STRAPPING METHOD BELOW MAY BE USED IN LIEU OF s s s STEEL SWEDGE QUICK TIE /8 QUICK TIE /8 QUICK TIE /s QUICK TIE %"QUICK TIE %4'QUICK TIE 5/e"QUICK TIE 5/s"QUICK TIE d� ' } FLOOR PLAN: SHEATHING FOR INTERIOR WALLS. C� STEEL SWEDGE CABLE TO STEEL SWEDGE CABLE TO STEEL SWEDGE CABLE TO STEEL SWEDGE CABLE TO Anastasia-A ALTERNATE STRAPPING METHOD FOR WALL TO BEAM, HEADER,OR FOUNDATION FOUNDATION FOUNDATION FOUNDATION CONCRETE �J GIRDER MIN 2500 TpON Z DESIGNED: ELEVATION TYPICAL WALLS: STUD TO TOP PLATE W/MS24/HA8/TSP @ 32"O.C.,STUD ELEVATION ELEVATION ELEVATION ELEVATION _ TO BEAM/GIRDER BELOW WITH MS36(OR CS18) w J H/J M L W/(18)10d COMMON @ 32"O.C. 1 QTA(1/8")-TOP PLATE CONNECTION 2 QTS(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 1- REVIEWED: KING STUDS: EACH KING STUD TO TOP PLT WITH MS24 AND TO BEAM/GIRDER BELOW WITH MS36(OR CS18)WITH W DBM 3 EPDXY OVERSPILL EPDXY OVERSPILL EPDXY OVERSPILL (18)1oa COMMON. STUD TO TOP PLATE CONNECTION 3i , „ 5 a SHEARWALLS: DOUBLE STUD AT SHEARWALL ENDS TO BEAM/GIRDER 16 QUICK TIE /a QUICK TIE /s"QUICK TIE P.T.2x BOTTOM PLATE 1. THIS DETAIL IS INTENDED TO BE USED FOR STUD TO TOP P.T.2x BOTTOM PLATE P.T.2x BOTTOM PLATE Q REVISIONS DATE BELOW WITH(2)MS36(OR CS18)WITH(18)10d COMMON SIDE VIEW FRONT VIEW FRONT VIEW EACH. PLATE CONNECTIONS AT THE END OF SHEARWALLS AS _ MIN EDGE DISTANCE MIN EDGE DISTANCE MIN EDGE DISTANCE NOTES: WELL AS AN ALTERNATE STUD TO TOP PLATE TRUSS/STUD ALLIGNED TRUSS/STUD NOT ALIGNED WOOD FLOOR 1. WHEN FLOOR SYSTEM EXCEEDS 16"DEPTH, USE CS18 EXCLUSIVELY. CONNECTION WHEN QTA IS NOT FEASIBLE OR AS AN N TRUSSES BY 2. CONNECTIONS LISTED ABOVE ARE TYPICAL FOR SECOND FLOOR ALTERNATE TO THE SPH4/6. m WALLS ABOVE WINDOW AND DOOR OPENINGS(HEADERS). 2. WHEN UTILIZING THIS DETAIL,ALL TRUSS TO TOP PLATE EXTE IOR EDGE PLAN VIEW EXTERIOR EDGE EXTERIOR EDGE PLAN VIEW U' OTHERS OF CONCRETE OF CONCRETE PLAN VIEW OF CONCRETE 3. EXCEPTION: SIDEWALLS REQUIRE STRAPPING AT(1)KING STUD CONNECTIONS MUST BE INSTALLED ON THE SAME FACE Z EACH SIDE OF OPENING. AS THE LS18. 5/s'QUICK TIE CL 1s"QUICK TIE %a"QUICK TIE EPDXY OVERSPILL SECOND FLOOR TO BEAM OR HEADER CONNECTION EPDXY OVERSPILL EPDXY OVERSPILL 3 0 /4'DIA HOLE IN 20° "DIA HOLE IN P.T.2x BOTTOM PLATE BO DIA HOLE E /�� P.T.2x BOTTOM PLATE BOTTOM PLATE P.T.2x BOTTOM PLATE o0o w OTTOM PLA E BOTTOM PLATE 0F 1-112 1-1/2" TYPICAL WALL SECTION NOTES: 1-HOUR FIRE RATED ASSEMBLIES: 3 044\ �} OR } OR Q 1. ALL TOP PLATES ARE TO BE BUILT WITH(2)2x_N0.2 SYP FASTENED W/(2)ROWS 10d @ 8"O.C.STAGGERED • FIRE PROTECTION ASSEMBLIES ARE TO BE DETERMINED BY BUILDER 5/"QUICK TIE GREATER GREATER Z (UNO). MINIMUM 48"LAP W/MINIMUM(20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. AND ARE UNDER THE ENFORCEMENT OF THE BUILDING OFFICIAL. $"QU CK TIE EMBEDMENT %"QUICK TIE FIRE RATED WALL COVERINGS REQUIRE A MINIMUM OF 1 %"NAIL EMBEDMENT STEEL SWEDGE EMBEDMENT fA 2. 1ST AND 2ND FLOOR BOTTOM PLATES SHALL BE N0.2 SYP DUE TO FASTENER CAPACIITIES. . STEEL SWEDGE - 4 STEEL SWEDGE - - - � 3. FLOOR-TO-FLOOR UPLIFT CONNECTIONS NOT REQUIRED UNDER JACK AND GABLE TRUSSES,TYPICAL. PENETRATION INTO FRAMING SUPPORTS @ MAX 24"O.C. av d as ifl O 4. SEE PLAN FOR ADDITIONAL NON-TYPICAL METAL CONNECTORS AT GIRDERS AND SHEAR WALLS • USE GALVANIZED OR STAINLESS FASTENERS IN FIRE PROTECTIVE 5. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NOT REQUIRED AT CRIPPLES BELOW WINDOWSILL BLOCK MATERIALS PER SPECIFIED INSTALLATION DETAIL CONCRETE TLOK06 TLOK06 TLOK06 • WOOD STRUCTURAL PANEL MAY BE INSTALLED BETWEEN FIRE CONCRETE CONCRETE FOUNDATION ~ F UNDATION FOUNDATION V y PEX PROTECTION AND WOOD STUDS(FBC TABLE 721.1(2), FOOTNOTE L). MIN 2500 psi IN 2500 psi MIN 2500 psi LL. • 5/a'TYPE X SHEATHING MAY SUBSTITUTE WOOD STRUCTURAL PANEL ELEVATION ELEVATION TLOK06 TRUSS TO DOUBLE Q FOR"TYPICAL WALL"FRAMING APPLICATIONS.AT"SW"WALL,OSB OR ELEVATION PLYWOOD MUST BE INSTALLED TO INTERIOR OR EXTERIOR FACE OF U) SPECIFIED WALL PRIOR TO FIRE PROTECTION. 6 QTB(3/16")-BOTTOM PLATE CONNECTION 7 QTG(1/4")-BOTTOM PLATE CONNECTION 8 OTO(5/16")-BOTTOM PLATE CONNECTION TOP PLATE CONNECTION - %% UO URAL �� ECd1NG r^ P QUICK TIE CONNECTION DETAILS O "°a0 ME ° �\ 4 w � •> w .,.. � av Q D P.E. I P E No. 71457 ) E1"41 I E11__ I G 12-18-2015 (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. (CONTINUOUS LATERAL RESTRAINT (CLR). QUANTITY AND LOCATION DEFINED BY TRUSS SHOP DRAWING. Cn M O N N APPLIED TO EITHER IF LATERAL RESTRAINT MUST BE (y 2x NO 2 SYP NAILER FASTENED 7 Y4"MAX 16"MAX SIDE OF WEBS MADE OF MORE THAN ONE PIECE, O J DO SO WITH OVERLAPPING BRACES TO DOUBLE TOP PLATE W/12d 2x4 NO.2 SYP CATS @ 12"O.C. CD LL COMMON @ 3"O.C.AND TO(1) FASTENED TO DOUBLE TOP PLATE 2x4 NO.2 SYP NAILER TO LIKE THIS(TYP EVERYWHERE) (V (D ADJACENT TRUSS W/(1)ROW W/(4)12d COMMON AND TO EACH BOTTOM CHORD OF TRUSS OF 12d COMMON @ W O.C. ADJACENT TRUSS W/(3)10d W/10d COMMON @ 3"O.C. CV ICU COMMON TOE-NAILS. CO L 0 TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD 0 TRUSSES NEEDING BRACING 0), C: OSB SHEATHING FASTENED N TO NAILER W/8d COMMON @ 3 N FASTEN TOP PLATE TO EACH FASTEN TOP PLATE TO EACH 04 AND TO DOUBLE TOP PLATE O.C.OTHER WITH(2)ROWS OF(4)10d OTHER WITH(2)ROWS OF(4)10d W/8d COMMON @ 3"O.C. ATERAL BRACING - MULTIPLE TRUSSES C14 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER(UNO). ch � COMMON BETWEEN EACH STUD COMMON BETWEEN EACH STUD FASTEN TOP PLATE TO EACH 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY LLLL N OTHER WITH(2)ROWS OF(4)10d CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. C) Vis"OSB ATTACHED TO STUDS /16"OSB ATTACHED TO STUDS COMMON BETWEEN EACH STUD 3. BRACING LUMBER SHALL INTERSECT THE,WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS LV LIQ WITH MINIMUM 8d COMMON @ 3" WITH MINIMUM 8d COMMON @ T' J J O.C.ON EDGE, 12"O.C. IN FIELD. O.C. ON EDGE, 12"O.C. IN FIELD. / NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER.s^OSB ATTACHED TO STUDS 4. ALL FASTENERS SHOWN ARE .131"x 3"LONG(UNO). — tf WITH MINIMUM 8d COMMON @ 3" ® OPTION 1 OPTION 2 O.C.ON EDGE, 12"O.C. IN FIELD. OPTION 3 5. DESIGNED PER BCSI-B3,2007. Z ■ :3 O C0 INTERIOR SHEARWALL DETAIL Y 1. FOR TRUSSES THAT SIT DIRECTLY ABOVE THE WALL, FASTEN TRUSS Q BOTTOM CHORD TO DOUBLE TOP PLATE WITH 10d AT 4"O.C. 2. THIS INTERIOR SHEARWALL DETAIL IS INTENDED FOR USE IN AREAS WHERE6"MAX 6"MAX 6"MAX CONTINUOUS LATERAL RESTRAINT WEB ! THE SHEARWALL RUNS PARALLEL TO THE TRUSSES.THIS IS A PREFERRED BRACE SUBSTITUTE CV (IO ALTERNATIVE TO FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK. WEB MEMBER SPECIFIED ALTERNATE BRACING "IT a) 1: SIZE CLR T OR L SCAB LLI _0 2x4 1 ROW 2x4 (1)2x40 2x4 2 ROWS 2x6 (2)2x4" T-BRACE FASTENED TO ■ WEB W/10d AT 6"O.C. 2x6 1 ROW 2x4 (1)2x6 V 2x6 2 ROWS 2x6 (2)2x4" d' 2x8 1 ROW 2x6 (1)2x8 0 2x8 2 ROWS 2x6 (2}2x6 U L-BRACE FASTENED TO Y WEB W/10d AT 6"O.C. SINGLE TRUSS BRACING a 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL Z RESTRAINT(CLR)IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE SCAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED. WEB W/10d AT 6"O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING,OR F- -IF(2)BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. D REQUIRED,APPLY(1)BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE, SPECIES,AND U) ! js"MAX j6"MAX _js°MAX TO EACH FACE OF WEB. GRADE AS WEB TO BE BRACED. LO X ° i PERMANENT WEB BRACING a W m Q • 0 u; r• Q m N w Y 0 w U W 0 Lo m00 ? F- Zvm ° °wowm Zomaiazw ° ww O WW � > ° NWW D �UAN � ° Z ° Omm F- wt >- wZ ° p ° a a } ww � w � mDz � WQ � QEDmlwwN �- Nw � w 0 w H 2 2 w 0 z 4 LLti KING AND JACK STUDS Z F H 0 Q 0 a o F F a z w -3 0 PER ENGINEERING � wZaZ � l� � px ° g ° � W ° Q 00 < aWwZp0 0 w GARAGE DOOR BUCK/JAMB NAILED Z Q Q X w 0 0 H ❑ N D Q p Z TO STUDS W/(2) 16d COMMON OR w E ? 0 W F- Z Q F w m�` x < wL3 < m LL 12dCCNAILS @16"O.C. W w � ZmW1H ° bpm ww wo WEATHER STRIPPING/STOP 0 [7 0 z Q p z z m ° z Q I z wWOQm = �' Ix'k Z$ GARAGE DOOR W w ? O2C7 - w0 • mw < � � � ------ ------� C 1 < z z F H Y 0 Z w o ° W I- IZ - - ZnQ - o � OI w ° zQ -------------� 0 c°i� — 3 cv m N a 0 m F — n � z z 2x6 J 2x6 SYP GOAL POST ATTACHEDSHEET NO.: 2x4 QTO TO STUDS W/(2)ROWS OF 3-%" NOTE: Z �+ SHEATH INSIDE FACE ONLY IF NOTED1, GALV DECK SCREWS @ 12"O.C. IN LIEU OF SPECIFIED DECK SCREWS FOR _O ST-6 ON FRAMING PLAN. ACCEPTABLE TO FASTEN STUD TO GOAL POST ATTACHMENT,THE GARAGE 36"LONG SPF SCAB W/(20) 10d TO STOP SHEATHING AT GOAL POST I CORNER STUD GROUP W/ DOOR SUPPLIER MAY SPECIFY A FASTENING 2-ROWS 10d @ 6"O.C. G RAGE DOOR TRACK ATTACHED PATTERN OF THE GARAGE DOOR TRACK CORNER STUD ONLY WHEN HOLD STRUCTURAL X DOWNS ARE SPECIFIED ON PLAN. � STAGGERED. STOP NAILS PER MANUF WRITTEN DIRECTLY TO THE KING AND JACK STUDS, O c+ AT BOTTOM 24"OF STUD SPECIFICATIONS THROUGH THE GOAL POST. 2x_SPF CORNER STUDS DETAILS x • I X FOR CONNECTOR O JOB NO.: INSTALLATION GARAGE DOOR JAMB DETAIL ALTERNATE CORNER DETAIL Q RS5344 EXTERIOR WALL SHEATHING JACK AND KING STUDS. SEE � QTO SUBDIVISION: PLAN FOR QUANTITIES. PLAN VIEW O Atlantic Beach GARAGE RETURNS TO BE 4, FRAMED AS 2x6. Q Country Club AT HEADER AT CORNER LOT NO.: QTOCONTINUOUS TO WALL 1_j DOUBLE TOP PLATE ADDITIONAL WALL STUDS @ Z 94 MAX 16"O.C.AS REQUIRED 0 FLOOR PLAN: FASTEN SHEATHING TO 16" O.C. _ _ O GARAGE RETURN STUDS, (3)STUDS MINIMUM J Anastasia-A TOP PLATE,AND BOTTOM AT CORNER m PLATE AS SHOWN W/8d I I cu N Z DESIGNED: COMMON AT 3"O.C. QTO CONTINUOUS TO WALL IU J H�J M L DOUBLE TOP PLATE TOTAL NUMBER OF JACK PLAN VIEW SHEATH FRONT FACE H REVIEWED: Us"DIA.ALL-THREAD W/2" ONLY WITH 8d ROOF DECK AND KING STUDS SHALL BE ROUND WASHER DRILLED I x AND EPDXIED INTO AS SPECIFIED ON PLAN. COMMON AT 3"ON w DBM CONCRETE W/7"EMBED EDGE, 12"IN FIELD ROOF TRUSS d OR RAFTER Q REVISIONS DATE BOTTOM PLATE EACH JACK STUD TO 2x4 SPF(MIN) HEADER WITH MSTA24 BLOCKING BETWEEN EACH �•' MONOLITHIC FOOTINGHOLD DOWN OPTION m 2x6 JACK/KING STUDS TRUSS. FASTEN TO OR STEMWALLNAILED TOGETHER w/(2) IN LIEU OF ABU66: BEAM w/10d @ 4"O.C. 0 NOTCH STUDS 18"MAX W #4 OR#5 VERTICAL REINFORCING ROWS 10d COMMON @ 8" • FROM BOTTOM PLATE j INSTALLED IN CURB @ 18"O.C. O.C. STAGGERED. I I (MAX(1)KING STUD MAX, MIN(2)VERTICAL BARS @ SPECIFIED ON PLAN MAY TRUSS TO BEAM W/ EACH RETURN I I I I BE NOTCHED) HA4 OR TLOK06 W INSTALL DTT2Z W/12 - • " SIMPSON ABU66 POST 2 BASE I ( I I LONG x%"DIA DRILL AND Q II II EPDXY ANCHOR 2x WALL FRAMING Z PORCH BEAM a p oE ELEVATION VIEW U WOOD STRUCTURAL PORCHMSTBEAM TO POST: 0 24 SHEATHING POST TO SLAB: z z ABU POST BASE ANCHOR PEX ,. GARAGE RETURN - QTO OR DTT2zLL G 1 r TYPICAL PORCH SHEATHING DETAIL (UNLESS NOTED OTHERWISE) Q ALTERNATIVES FOR THIS APPLICATION&DETAIL ONLY: THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES ST „ CTU RAL (1)HTT5=(1)QTO - (1)STHD14=(1) QTO(MONOLITHIC) UNLESS NOTED OTHERWISE. (2)PA51 =(1) QTO(STEMWALL) " kNGJ EERING (2)%x 2-3/4"TAPCONS=(1)ANCHOR BOLT O 5/ ELEVATION VIEW 5/a" —� "x 12"EMBED. DRILL x 12"EMBED. DRILL AND EPDXY ALL AND EPDXY ALL z THREAD ANCHOR THREAD ANCHOR < G4 GARAGE RETURN , �xf V X LU 1k 35. • $'.E. C)T EN EER GI 12-?18 8- A57 12 -2015 i Doet wotk Q NOTES 1. DOORS AND WINDOWS ARE APPROXIMATE FIN.`�HED SIZES, REFER TO MFG'S 5PECIFICATION5 FOR ROUGH OPENINGS PRIOR T`' -RAMING -2, `,,TEP CLG IN FAMILY ROOM 3. ISOKERN VENTLE55 GAS FIREPLACE 9a..8„ W AP AT LANA 17.21 4. 42"h WALL / C , 5. PREPLUMD SUMMER KITCHEN 6.VENT ROOF HOOD FOR SUMMER KITCHEN 7. 36"h RAILING AT FRONT PORCH � 8. GARAGE" 3'a' 1''�" GE 5VC. DOOR TRUSSES OVER GARA aE �x4•P.T.POST W1't1PPEP TO xFf 3°5"SH 5056 5H 5056 Sii 4�RA12PED TO bX8 9. STORAGE 42"h WALL WI CAI" SILL n 2'-6"AFF GAS SILL a 21-6"n>=F 51LL @ 0-6`AF,: 10. SPRAY FOAM INSULATION OYER GARAGE IN IN STUD f ._,.— —————— 11. RECONFIGURE OWNERS DATH V+!/ PKT DOOR rAaT ;—fuo `'tu�P 12. RECONFIGURE KITCHEN 13. APP WINDOW IN DINING P PLUMB SINK VEN LE55 G55 II >rr EN1 EP HOOP a. _..... . I I E;HAU5 T !r—————— FIREPLACE 14. WI S LOOP I 5ui 1rY,E , , PINING ' I I KITCt1Ela I ift a cs i o�c l I c�t' 1Ft.-,�1 X 1ii'-1�"' u•.;yr K`., CCr s-.I I � V x I I -f 6" 48 I II t I FAMILY Y ­"� -- LANAI �� i £� �o�>I� cY' i=.. M PORCH I 12�-4)"X 0-6' I 13'1r`x IS1'-611 D - I & 5TEF CLG b LHT, VIYER HT" 5 16LU o}n 11 - I I J �., >: r,' ,�3 REVISIONS I 2'�, 2,_211 I i I II i----7X/` ---- i:v I I =,- 3c'S`'SH - � `, s'��ly i0'-�i-" I I 2`-4r, �.;•t7" �1,_Q„ .I,-�•" `s'_0" i;'_C�° •4 _"-6'AFF -----_�� �— _— —��. � I I y.`, `' py 90t/' , Ct" ,cs y OVERHEAD PGOR9 Fo:EkH EAD 7LJR �, a 3 _ 204 _ CAFE -— �'Ei~ v"h __ ?,� �-�,; I s D I SILL 0)�'-a AFF, � y� H.6. r� a • :` �� lin u I10' i t B L_ND1 Y e 4 1 „IGLG. UO — t H r I L 1 3 1 � _ H.6. ITCNEN 51N1 ,W n �� , t 1 vitt t =: v 11 1 11 � t r ' I i V FK-r.IN �v A I t I -�° '� r.,t {- I 10'CLG. 4Z ll 0\1-1__7� IN �3 5 56"GAS coorl-OF L. b101 CLUA I � c. i� i �4r• t, X10 n iW/VEITITP H00 310 M EL I I ca PKTR t MICRO 1 VErvS 1U LC. Off?IS 13r8 Iv11N. us –;;--I---� r ------ – --- – ---- �� t 50L1D CORE OR 2U p p p m ��7 pE� c� 5 I ol?t,41ER t Oi C1I I n ' n`a s,� - G \I\11G 2 fi Y'W 11 .C1�t L r� �----- a _ I, 1`01NUTE FIRE RATC-P l�1TI-I r t°: (SELF CL05Ir,1G) 22'-x,x 25,_01 C W 1 s p o NIFF,, H PO STUB ! J /?r ,cLc. `} HCl, :�,�; I= _ — 10`-1 "FL.Hr. 414 Old Hard Road, Suite 502 —— /''� 5'rc+RAGI TRUSSES L r4 - t�p J , I b I SPRAY FOAM IN-3ULATION � Fleming Island, Florida 32003 :0900 e9 #0 , ul ) - L Office: (904) 264-6553 OWNER'S t . (904)269-2729 27 Uj Irl Z 3_; / r � . - 1 U iT /► Ui7, At– to c of >L �J UITE j 14'-1"X 17-Q" j LLJ ! t DEL) #5 n VN�\ 5 FKANIELE is [3 2 X1'O" ' Lott nT BATH Cqs iL:LGw j 10, +xU V � }v3E Atlantic Be ach r 1, Jt '1 7d I u-'s I `tet _ 1t7'i;L ri: rQ � a 97) WCt- L'1� I �s Country Club A/C r n I W/a Co1ldP. ,n ——— ——_ J c0'I�LG. �I Looe Y. ROD t°<SHELF I W�� o o rrllr;R 308-1 e"t ` 5 C,CSR. 5ILL CO 2'-O"AFF 2°2-'F1XEC' 2 2c2"FIXEP 3056 5H-E 2E55 i''CH- PAI RD 5°SG SH SILL��! ' 'AFF 51L1, t 5'-�."AFF SILL C�2`-i AF ; v,f�, �7)�'-! '!iF GAS w� :SILL 9 2'-6"AFF � • sU��¢ C3 +donor R.esldence AIR W NPLER UN}T LCFC^Ti=()If I Nrric 5PAC-E S`F�'jI &541t1T11"10"OF11PPLlfd;CE 111.11 _!�& i - ,,_7., -�1" 1'a° z`-10" 1'4" c 7.2" Floor Plan 234' 1711 Maritime Oak Drive Atlantic Beach, F'1. 32007 Duct Sized per ASHRAE Standards `370 , Friction Loss = o 00 FLOOF. F Static= , i_7rawil By ARJJMA Sheet Total CFMs � ? DateAl Duct Sizes shown in Area X Length 11-17-2015 NOTE TO FKAMER: TEL Scale EXTERIOR WALLS INSET 1l2" FROM 5E_A.f3 EDGE C = CFM on Drawing 1�4,� if-Ott Plan of Anastasia-A 8 „d MECHANICAL EQUIPMENT NOTES: ' Writ+en dlrnerl5ions shall have pre4odence orer Yal�dlrn.Rnslon�_/ FTG. C © CULQ I NS Ccn,ract:or5 shall verify and be m3pon5ible for dierension5 and FDC-002.5.2: DUCTS IN GARAGE SHALL DE MIN 26 coidition5 of thi,-job. LIVING ' 2313 GAGE SHEET STEEL WITH NO OPENINGS INTO GARAGE GARAGE 559 ALLOWED. DESIGN BY: PORCH 196 MICHAEL STAUFFER,ARCHITECT,AR13908 FDC-R, 0605.1.1: MIN 4" CLEARANCE REQUIKEP AROUND 1093 AIA BEACH BLVD. SUITE#330 LANAI 22 ALL •SIDES OF MECHANICAL EQUIPMENT AND ST.AUGUSTINE BEACH, FL 32080 TOTAL COVERED 3330 COMPONENTS, INCLUDING DUCTS, WITH THE TOTAL WIDTH TELEPHONE:904-471-2552 OF THE ENCLOSING SPACE DEING AT LEAST 12" WIPER THAN THE FURNACE OR AIR HANDLER DRAFTING BY: A C GROUND-MOUNTED MECHANICAL UNITS SHALL PSE 12627 Blvd ANCHORE'� IN .ACCORDANCE WITH FI3C�-R, SECTION J M1307.2. Suite 702 4,�1,e,tiG Jacksonville, FL 32223 Floridb Design,Inc. 904.260.3319 RIVERSIDE HOMES i3 7 SUBDIVISION: Atlantic Beach Country Club LOT NUMBER: i I o I A I W I 94 MODEL: AnastasiaA9 DESIGNED/CHECKED: a N M a a a EAC p O O N N 1 1{� J01A rn rn rn rn rn rn rn T 1� -- J01A v v v v v v v v n u u u u u u n J02A > > J02A /, �[ • {jam CC J03A J03A 1 1\ JL uss J04A J04A A DIV011OR OF TRUF.HOUS J04A J04A i J04A J04A r 0 N J04A � J04A J04A J04A i J04A N N # n # VIM _ J04A 0 PEX J04A u n u n n u n u # J04 JOSA � `O `OHII J04A — Is r J06A a J05 v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o n 0- m m m m m m m m m m m m m m m m m m m = J06 This drawing is not sufficient 6A a a a a a a a a a a a a s a a a a a a a roa TU26 Vol alone for installation. J01 J¢ V02 J06 Additional instructions Joz U U nc uding BCSI-61 drawing, should be r u V03 Job � H � O A J03 o Jos used in conjunction with the Z Z voa architectural and structural o a - Joa Q ; Jas plans during installation. If z J06 N BCSI-B1 has not been Joa VO4 shipped to the site with the Joa a o voa J06 components shown on this J03 p J06 page, please contact Apex o voz Technology for a free copy. ff Permanent bracing for the J02 w M m V01 JO6 g M LL �w J01 N J05 building, including bracing to > > > > > resist wind, seismic, or other IIJ LI lateral forces, and permanent N ch N N N N M O '� '� O O O O p O O O O O O O O O N C7 <2 N O O O O O O O O O 0 0 � -- ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ LU bracing for all structural elements, is the responsibility A N of the Engineer of Record for 01 16N I W I the str ° r $tR619dul n p des ig "-p f a y V I 20Q Rapt � � ALL EXTERIOR WALLS HELD BACK 112"FOR SHEATHING Fa •• N 71457 m® ! Poo®® •b APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX AF EX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO. 7547-4745 SUTTON PARK COURT,STE.402 JACKSONVILLE , FL, 32224-904.82 1.5200