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333 2ND ST - NEW HOME STR DWGS DESIGN CRITERIA AND LOADS TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQU REMENTS TABLE 7: METAL CONNECTOR SCHEDULE ET IN STA......................STRUCTURAL SPECIFICATIONS NOTES 3,4 ST-2......................FOUNDATION PLAN Building Code ST-3......................1ST LEVEL STRUCTURAL FRAMING PLAN 2010 Florida Building and Residential Codes a-, 0 STUCCO AND DIRECTLY MIN 1%2"32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR(7/16"24/16 USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW EQUAL ST 3A....................1ST LEVEL ROOF FRAMING PLAN 0 z ADHERED STONE INSTALLED HORIZONTALLY) W1 8d COMMON: 6"O.C.AT PANEL EDGES, 12"O.C. IN THE ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE Code for Design Loads ry y ST-4......................2ND LEVEL STRUCTURAL FRAMING PLAN(IF APPLICABLE) (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES. ANSI/ASCE 7-10 x w SIMPSON ST-4A....................2ND LEVEL ROOF FRAMING PLAN(IF APPLICABLE) LU x - SIMPSON SIMPSON FASTENERS USP USP FASTENERS SIMPSON FASTENERS USP USP FASTENERS ST-5.......................TYPICAL WALL SECTION SHEET ROOF LOADING................................................Co 1.25 U) MIN 7/16"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL Of Z HORIZONTAL (8)Y4"x1Y2"WS 1 5-GC ST-6.......................SECTIONS AND DETAILS TOP CHORD LIVE LOAD.................. ...............20 PSF _j ALL OTHER VENEER W/8d COMMON: 6"O.C.AT PANEL EDGES, 6"O.C. IN THE FIELD (UNBLOCKED (8)Y4"x I Y2"SIDS SCREWS ST-7......................SECTIONS AND DETAILS(IF APPLICABLE) FE _j (NOTE 8) 1,2,3 IN STUD 1,2,3 WOOD SCREWS IN STUD (9) 10d COMMON (9) 10d COMMON TOP CHORD DEAD LOAD................................7 PSF HORIZONTAL PANEL EDGES),6"O.C.AT PANEL EDGES, 12"O.C. IN FIELD(BLOCKED DTT2Z (2)DTB-TZ Y2-'0x4Y2'-EMBED EPDXY CS18 EACH END OF CS20 EACH END OF BOTTOM CHORD LIVE LOAD HORIZONTAL PANEL EDGES) Y2"0x4Y2"EMBED EPDXY OR SCREW ANCHOR OR SCREW ANCHOR STRAP STRAP ATTICS WITH LIMITED STORAGE...............20 PSF(PER FRC) MIN 15/32"32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION I LEGEND 0 ATTICS WITHOUT STORAGE....................... 10 PSF TILE ROOF (18)0.162"x 2 Y2"IN (18)0.162"x 2 Y2"IN 0 (NON-CONCURRENT) 0 z (NOTE 7) PERPENDICULAR TO SUPPORTS W1 8d RING SHANK NAILS: 4"O.C.AT PIP NEL EDGES AND 1,2,3 STUD/BEAM/TRUSS 1,2,3 STUD/BEAM/TRUSS (7) 1 Od x 1 Y2" (7) 1 Od x 1 Y2" UNO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL C14 Lu -_ 8"O.C. IN THE FIELD HTT4 HTT45 MTS12 MTW12 EOR ENGINEER OF RECORD LO BOTTOM CHORD DEAD LOAD........................5 PSF C) :E U) 5/8"0 x 6"EMBED ANCHOR 0 x 6"EMBED ANCHOR EACH END EACH END L, w 7/1,"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH L IN CONCRETE IN CONCRETE EW EACH WAY CN I_ MIN LONG E IMENSION 0 Lu 0 SHINGLE ROOF OSB ORIENTED STRAND BOARD 0 " PERPENDICULAR TO SUPPORTS W/8d RING SHANK NAILS: 6"O.C.AT PANEL EDGES, 12" lx� fy zr_ z (NOTE 9) (26)0.162"x 2 Y2"IN (26)0.162"x 2 Y2"IN () - WSP WOOD STRUCTURAL PANEL 14, WIND LOADING........................................ 1.60 O.C. IN THE FIELD. 1,2,3 STUD/BEAM/TRUSS �2�3 STUD/BEAM/TRUSS (9) 10d COMMON (9) 10d COMMON C) ASCE 7-10,3S GUST........ Cd I HTT5 HTT4 MSTA24 � MSTA24 SYP SOUTHERN YELLOW PINE .. 130 MPH FLOOR DECK SHEATHING: 2 5/8"0 x 6"EMBED ANCHOR V 0 x 6"EMBED ANCHOR EACH END EACH END BASIC WIND SPEED 3/32"T&G OSS OR PLYWOOD W/10d COMMON: 6"O.0 AT PANEL EDGES, 12"O.C. IN THE SPF SPRUCE-PINE-FUR EXPOSURE CATEGORY.................................. C (NOTE 5) FIELD. IN CONCRETE IN CONCRETE CONT CONTINUOUS Y4CN BUILDING CATEGORY..................................... MIN% (20) "x 3"SDS SCREWS (24)3"WS IN STUD O.C. ON CENTER"OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SU PORTS W/8d C14 PORCH CEILING BOARD SHEATHING: IN STUD GROUP GROUP (13) 10d COMMON (13) 10d COMMON LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4"WIDE, UNO, ENCLOSURE CLASSIFICATION...................... ENCLOSED COMMON: 3"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. HDQ8-SDS3 PHD8 7,, MSTA36 MSTA36 INTERNAL PRESSURE COEFF........................ 0.18 $"0 x 12"EMBED ANCHOR 0 x 12"EMBED ANCHOR EACH END EACH END (3 1/2"WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 3/4"BEAM) C&C DESIGN PRESSURES.............................. (SEE TABLE 1) "SW"DESIGNATED SHEAR WALLS: MIN 7/16'.OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL W/8d COMMON: 3" IN CONCRETE IN CONCRETE LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 3/4"WIDE _j O.C.AT PANEL EDGES, 6"O.C. IN THE FIELD (UNBLOCKED HORIZONTAL :)ANEL EDGES), (38) 16d SINKERS INTO (38)16d SINKERS INTO (11) 10d x1 Y2"IN (11) 1 Od x1 Y2"IN PSL 2.OE PARRALLAM PSL ENGINEERED LUMBER,3 1/2"WIDE, UNO. LL (NOTE 8) E 12"O.C. IN FIELD(BLOCKED HORIZONTAL PANEL EDGES). STUDS STUDS TRUSS/RAFTER TRUSS/RAFTER SYS 42 PROPERLY RATED OPEN WEB HEADER LLI FLOOR LOADING..............................................C = 1-00 STHD14 STAD14 HTS20 HTW20 d TOP CHORD LIVE LOAD..................................40 PSF NOTES: WET EMBED IN WET EMBED IN (1 1)10d x 1 Y2"IN (11)10d x 1 Y2"IN TOP CHORD DEAD LOAD................................10 PSF 1. FOR SHEATHING THICKNESS GREATER THAN 15/32"CATEGORY(32/16 SPAN RATING), USE 10d RING SHANK NAILS IN LIEU OF 8d RING CONCRETE CONCRETE STUD STUD I,w INTERIOR ROOF LOAD BEARING WALL, SPECIFICATIONS > 0 BOTTOM CHORD LIVE LOAD..........................0 PSF SHANKNAILS. (0.148"x3"LONG). (10)1 Od x I Y2"NAILS IN (8) 10d x 1 Y2"NAILS IN (5)8d x1 Y2"IN (5)8d x1 Y2"IN OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS z BOTTOM CHORD DEAD LOAD...... .........5 PSF 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/8d GALVANIZED BOX NAILS. 2 STUD 2 STUD H2.5T/ TRUSS RT7/ TRUSS INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM 0 LTT20B LTS19 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. Y2"0 x6"EMBED EPDXY 1/4"0 x6"EMBED EPDXY HA8 (5)8d x 1 Y2"JN TOP RT7AT (5)8d x I Y2"IN TOP BOTTOM PLATE ANCHORAGE IS Y2"ANCHOR @ 8'-0"O.C. (UNO ON FRAMING PLAN OR SW 4. ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION ANDS PPLEMENTS OF OR SCREW ANCHOR OR SCREW ANCHOR PLATE PLATE SPECIFICATIONS) SPECIAL FLOOR(GAME ROOM)LOADING....Cd=1-00 CURRENT APPROVED APA.MANF.SPECIFICATIONS. (5) 1 Od x1 Y2"IN (5) 1 Od x1l Y2"IN TOP CHORD LIVE LOAD................................ ..60 PSF 5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAP HRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELP (12) 16d COMMON NAILS 1 (12) 16d COMMON NAILS TRUSS TRUSS STRUCTURAL WOOD BEAM .. TOP CHORD DEAD LOAD................................ 10 PSF ABU44 PAU44 H8 RT8A C\1 BOTTOM CHORD LIVE LOAD...........................0 PSF REDUCE SQUEAKING, 8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. V 0 x 7"EMBED EPDXY V 0 x 7"EMBED EPDXY (5) 10d x 1 Y2"IN (5) 1 Od x 1 Y2"IN CD BOTTOM CHORD DEAD LOAD........................5 PSF 6. 15/32"32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER A I A TECHNICAL TOP PLATE TOP PLATE MAXIMUM FLOOR TRUSS SPACING..............16"O.C. BULLETIN Q370 WHEN STUCCO LATHE IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. SHOULD BUILDER SPEC FICATIONS ALLOW, (112) 16d COMMON NAILS (12) 16d COMMON NAILS (9)10d x1 Y2"IN (8)8d x1 Y2"IN FOUNDATION KEYNOTE CALLOUT w Cn MIN STRUCTURAL REQUIREMENTS ARE 7/16,-24116 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER V 0 x7"EMBED EPDXY 1 %"0 x 7"EMBED EPDXY STUD STUD A WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS . ABU66 (12"EMBED AT GARAGE PAU66 (12"EMBED AT GARAGE TSP (6) 10d x I Y2"IN LFTAI (8)8d x 1 Y2"IN A DEFLECTION CRITERIA 7. 15/32"PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATION:3.SHOULD DOOR RETURNS) DOOR RETURNS) PLATE PLATE U) ROOF TRUSSES.............................................. LL/240 WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 15/32"APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. STUD COLUMN KEYNOTE CALLOUT TL/1180 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/UNBLOCKED HORIZONTAL PANEL EDGES HU481 (14) 16d COMMON IN HD48, (114) 16d COMMON IN (6) 10d COMMON (6) 10d x 1 Y2"IN HUC48, HD48IF, IN TOP PLATE TOP PLATE NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS, TL MAX I"UP TO 9. MINIMUM STRUCTURAL ROOF SHEATHING REQUIREMENTS FOR METAL ROOF CLADDING IS SAME AS SHINGLE ROOF. SHOULD HU28-2 HEADER HD28-2, HEADER DSP (8) 10d COMMON RSPT6-2 (8) 1 Od x 1 Y2" 0 40'SPAN METAL ROOF MANUFACTURER'S INSTALLATION DRAWINGS REQUIRE SPECIFIC ROOF SHEATHING EXCEEDING HE STRUCTURAL HUC28-� (6) 10d COMMON IN BEAM HD28-21F (6)10d COMMON IN BEAM IN STUD/HEADER STUD/HEADER 0 MINIMUM,CONTRACTOR SHALL PROVIDE ROOF SHEATHING IN ACCORDANCE WITH METAL ROOF SPECIFICATICNS. f NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS. STUDS OPEN WEB FLOOR TRUSSES/BEAMS.......... LL f 360 HU410, (18) 16d COMMON IN H D41 0, (18) 16d COMMON IN (26)16d SINKER IN (28) 16d SINKER IN TO MATCH WALL FRAMING SIZE AND GRADE, LINO. TL/240 HUC410 HEADER H D41 01 F, HEADER WALL FRAMING WALL FRAMING 2 2 STUDS w LIf < TL MAX 3/4" TABLE 3: MAXIMUM EXTERIOR WALL STUD SPACING (IN O.C.) HU210-2', (10) 10d COMMON IN H D21 0-2, (10) 10d COMMON IN LGT3 (12)SIDS Y4"x 2 12"IN LUGT3 (112)WS25 Y4"x 2 U) W ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN n a 2 WOOD I JOISTS............................... ............... LL/480 NOTES 1,2 HUC210-2 BEAM HD210-21F BEAM TRUSS IN TRUSS 2 ANCHOR L z (4)Y4"x 1 Y2"SIDS SCREWS (4)Y4"x1Y2"WS15 SCREWS BOTTOM OF STUD COLUMN CONNECTION 0 TL/240 BRITTLE FINISH-0240 FLEXIBLE FINISH.-L1120 IN TRUSS/RAFTER IN TRUSS/RAFTER TL MAX Y2" BEARING CONDITION WALL HEIGHT WALL HEIGH HGA10KT HGA10 SDWC14500, SDWC15600 NO USP EQUIVALENT v1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN (4)Y4"x 3"SIDS SCREWS IN (4)Y4"x 3"WS3 SCREWS IN 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 TOP PLATE TOP PLATE COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. U) 1. CONCURRENTLY LOADED LIVE LOAD MAY BE REDUCED PER "ANCHOR"REQUIRES BOTTOM PLATE ANCHOR WITHIN 3"OF STUD COLUMN 2x4 SPF STUD 16 12 16 :=12 -- -- Iq x 0 z 2 0 FBC 1605.3.1.1. DIA. &EMBED SPECIFIED WEDGE DIA. &EMBED SPECIFIED r- W W TITEN HD IL Ej ri z I 0� Ln z NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE G� < . 0 0 2x4 NO.2 SPF 16 12 16 16 12 12 12 ON PLAN BOLT+ ON PLAN :1 Ul 0 W j, < Z I - W 1- 0 LL i-i w Ej LL It I rj 0 J - Lo w 0 TABLE 1 COMPONENTAND 0 (2)2x4 NO.2 SPF,2x5 NO.2 SPF 16 16 16 16 HEADER STRAPPING KEYNOTE CALLOUT _j 0� 0 w D w - 0 2x6 SPF STUD,2x6 NO.2 SPF 16 16 16 16 12 16 NOTES: I a z W j j z z a cl� I w w - 0M4M < 3wL I I I 1 1. EPDXY ANCHOR EMBED FOR HOLD-DOWN CONNECTORS ANCHORED IN CMU TO BE 12-INCHES. OPTIONALSIMPSON V'xlZ'TITEN HD OR USP WEDGE NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD 0 M Q� > 0 � I- Ej L3 7 CLADDING DESIGN PRESSURES W w 0 Ld w W W tn U) - 0 0 2x4 SPF STUD 12 12 BOLT+IS AN ACCEPTABLE ALTERNATIVE ANCHOR INTO TOP OF MASONRY STEMWALL IN ALL CASES EXCEPT GARAGE RETURN HOLDDOWNS. z 0 IL W _j a LL 0 0� Z � 2. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC-TIE INSTALLATION SPECIFICATIONS. I MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD E] M L >- w z < 0 2x4 NO.2 SPF 16 12 16 12 12 U) 0 a- z WINDOWS AND DOORS 3. PRODUCTS SELECTED USING SIMPSON 2015-2016 CATALOG AND USP PRODUCT CATALOG 57TH EDITION. PRODUCTS MAY BE SUBSTITUTED WITH 0� 0 E w w I- w 0 z 0 u- 0 DTT2Z W z L9 In T w 11 'n I- - w w KING/JACK GROUP BOTTOM CONNECTION LU < 1: w in 0 in 0 M EQUAL OR BETTER APPROVED ALTERNATES. REFER TO RESPECTIVE CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. w w I-- W z EFFECTIVE NE DESIGNATION 00 L'L (2)2x4 NO.2 SPF,2x5 NO.2 SPF v IST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP Z < I E 0� O� z W < L WIND AREA ie(psf)JE -End Zone(psf) CK 2x6 SPF STUD,2x6 NO.2 SPF---- 16 16 16 16 12 16 16 16 16 12 4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. *2ND LEVEL STUD COLUMN:STRAPPING REQUIRED FROM 2ND LEVEL STUD 1- 0 < 0 1 0 z L 1 0 2 C-) 0 5. POSITIVE PLACEMENT GUN NAILS,2 Y2"LONG,WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST U) < zI_ zwL - 0xj - < 0� GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. w w I 0� W 0-20 ft2 +24.61 -26.70 +24.61 -32.95 NOTES: BASE ANCHORS, CS18,AND MSTA FLAT STRAPS. 0� 0 z z L9 < < U W W Ld U] 0 W 1. STUD SFACINGS ABOVE ARE THE MAXIMUM REQUIRED ACCORDING TO STUD HEIGHT AND TYPE, UNLESS NOTED OTHERWISE NUMBER OF HOLDIDOWNS/STRAPS AT BASE OF KING/JACK GROUP CK z 0z 21 -50 ft2 +23.42 -25.51 +23.42 -30.58 ON PLAN. TABLE 8: SPECIFIED SW WALLS w Fitow �- Z < FWMLEE - 2. IF STUD SPACING IS NOT LISTED,STUD SIZE AND GRADE IS NOT APPLICABLE AT THAT WALL HEIGHT. W w w Z _x < w U < x In LL z 51 _100 ft2 +22.01 -24.09 +22.01 -27.74 NOTES 1,2,3,4 HEADER FRAMING KEYNOTE CALLOUT w M < w w 2 1- -0 Ej :3 . w w 1 1 3. NO BLOCKING IS REQUIRED AT HORIZONTAL WOOD STRUCTURAL PANEL EDGES. BLOCKING AT HORIZONTAL PANEL EDGES IS z z U w I 0� z , :5 1- Z U1 I- w z 2 RECOMMENDED WHEN LATHE IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.,SEE TABLE 2. 2x10-1 /2 NUMBER OF KING STUDS EACH SIDE OF OPENING (D 0 x >- z< 0 - tj000 < 0 101 -200 ft +20.91 -25.56 Z z00z >- Lww1 --1w4z1 - w M z - I< 1� z § - I- W D w < I- NUMBER OF JACK STUDS EACH SIDE OF OPENING w W z 0 2 L9 W 0 1- � In w W VINYL SOFFIT MAX PRESSURE(psf) +24.61 -32.95 TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS N END STUD GROUPS < 1 < z >- z1 < U M Q �_ < � SIZE OF HEADER(ALL HEADERS TO BE NO.2 SYP) �- 7 z 2 :1 z w W I- O� NOTES 1,2,3,4 SW TYPE NUMBER OF STUDS Z L3 < 0 a 11 1 w 0 Z < GARAGE DOOR PRESSURE SEE FRAMING PLAN PRESSURE TREATED LUMBER i . < [- �_ D w z J I 0j DIAMETER LENGTH SWI,SW2,SW3 2 NUMBER OF PLIES IN HEADER 0 ri I- - Eq 0. U1 < 0 P z IJ 0 '0 131"8d COMMON, 2%2" PRESERVATIVE FASTENER TYPE SW4 3 SHEET NO.: 8d RINGSHANK 0.113" 2�3/a'- 1. KING/JACK STUDS MAY BE INCLUDED FOR STUD GROUP z rT -_ - ACZA STANDARD CARBON STEEL ENGINEERED LUMBER HEADER FRAMING KEYNOTE CALLOUT 0 10d x 1-Y2" 0.148" 1-y2" STAINLESS C014NECTORS AND REQUIREMENT. (2)9 1/2"LSL-1/2 NUMBER OF KING STUDS EACH SIDE OF OPENING F_ ®1 10d 0.131" 3" SODIUM BORATE(NOTE 1) < FASTENERS REQUIRED. x STRUCTURAL 10d COMMON 0.148" 3" NUMBER OF JACK STUDS EACH SIDE OF OPENING 0 12d COMMON 0.148" 3-Y4" CONNECTORS MUST HAVE END STUD ADJACENT TO HOLD DOWN MAY BE SUBSTITUTED W/ lTiT! d- SPECIFICATIONS \\4� s V� HEADER MATERIAL (ALL HEADERS TO BE DESIGNATED AS LSL, LVL, PSL, OR SYS42) 0 JOB NO.: - ALL OTHER FIT Z-MAX,G120 OR TRIPLE ZINC w 1 MIN 36"BLOCK W/(20) 10d TO END STUD 0� 16d SINKER 0.148" 3-/a COATED FINISH. DEPTH OF HEADER (INCLUDING ACQ& MCQ) 16d COMMON 0.162" 3-Y2" ALL FASTENERS MUST BE HOT NUMBER OF PLIES iN HEADER(1 3/4"WIDE UNO) AT1 268 ES: DIPPED GALVANIZED. END STUDS CONNECTION NPTE�)IIST LEVEL 2ND LEVEL FRAMI < Q 1NOTINST. ALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: SW TYPE NTES SUBDIVISION: G NOw 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1. SILL PLATES W/SODIUM BORATE TREATMEENTS BEARING ON HOLD DOWN STRAPPING 1. SIMPSON ACRYLIC-TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR b Atlantic Beach SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY Swi DTT2Z MSTA36/CS18 APPLICATIONS. ANCHOR BOLT, THREADED ROD, OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO lam F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN BEFORE APPLICATION OF PROTECTIVE COATING. TO BE NON-CORROSIVE TO CARBON STEEL FASTENERS. SW2 HTT4 (2)MSTA36/CS18 THE SPECIFIED DEPTH, IN A HOLE AS SPECIFIED BY MANIF(TYPICALLY -L"TO'I-GREATER THAN SPECIFIED < 16 a 7 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF SW3 HTT5 1 (3)MSTA36/CS 18 ANCHOR DIAMETER). ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. C) LOT NO.: SW4 HDQ8 A WOOD DUE TO FASTENER PENETRATION,THE BORED HOLE 1 (4)MSTA36/CS18 18 MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. z 2nd Street SHALL NOT EXCEED 75%OF THE NAIL OR SPIKE DIAMETER. 2. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS (D FLOOR PLAN: A7 BOTTOM PLATE ANCHOR SPACING(NOTE 71 DETAILED BY OTHER. SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. _ 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS 0 Custom 3 A", SW TYPE MAX ANCHOR SPACING LISTED IN FLORIDA BUILDING CODE TABLE 2304.91. 0 CONCRETE AND FOUNDATION NOTES Swi 48"O.C. 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. Z DESIGNED: 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS=2,500 PSI AT 28 DAYS (UNO). 5. FASTEN ALL MULTI-PLY STUD COLUMNS AND CORNERS TOGETHER WITH(2)ROWS 10d @ 8"O.C. STAGGERED �) SW2, SW3, SW4 24"O.C. UPPER LEVEL MULTI-PLY STUD GROUPS TO BE CONTINUOUS THROUGH FLOOR SYSTEM TO FOUNDATION. 0 JH/JMP 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB=2,500 PSI AT 28 DAYS (UNO). w 3. ALL REINFORCING STEEL#3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS(UNO). 6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH(4)8d TOE NAILS OR(2)16d COMMON END NAILS. 1-- REVIEWED: 7. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24"LAP. (3)8d TOENAILS. X 4 FT 8. ALL MULTI-PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR LU 1 ST FLOOR -- END ZONE 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. (TYP ESIGNATION 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. NOTES: BEAM THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, LINO. ®BM D_ 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN 1. THE EXTERIOR WALLS ARE FULLY SHEATHED WITH OSB OR PLYWOOD. ALL TYPICAL EXTERIOR WALLS ARE SHEAR WALLS AND ARE PART OF THE HEADER FRAMING < REVISIONS DATE ACCORDANCE WITH FRC 2010 TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN BUILDING'S MAIN WIND FORCE RESISTING SYSTEM. ADDITIONAL FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY AS NOTED ON THE PLAN OR IF 12"LIFTS TO AT LEAST 95%OF MODIFIED PROCTOR MAXIMUM DRY DENSITY, IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO WALL SEGMENT IS IDENTIFIED AS SW1,SW2,SW3, TIO OR SWB ON THE PLAN. 1. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH OTHER WITH(2)ROWS 10d @ 8ip.C. CONFIRM THESE ASSUMPTIONS. 2. ALL SW SHEAR WALL SHEATHING TO BE FASTENED TO FRAMING PER TABLE 2:WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS. STAGGERED. 3. SW SHEAR WALLS INDICATED ON PLAN WITH WINDOW AND DOOR OPENINGS WITHIN THE SHEARWALL REQUIRE STUD GROUP AND HOLD DOWNS ONLY AT 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6"AND SEALED OVER CLEAN,COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF EXTREME END F DESIGNATED L R PORTION THEIR F A NOTED N STRUCTURAL PLAN . 2. WSP HEADERS ARE WOOD STRUCTURAL PANEL HEADERS AND HAVE THE FOLLOWING REQUIREMWS: * SHEATHING TO MATCH SPECIFICATION FOR EXTERIOR WALLS, SEE TABLE 2. 4. SWB-SEE"SWB-SPECIAL SHEAR WALL DETAIL", LOCATED ON THE DETAIL SHEET. a 9. A LU SUBTERRANEAN TERMITES. 5. 2ND LEVEL"SW"SHEAR WALLS-END STUDS OF SW WALL TO BE ANCHORED PER ONE OF THE FOLLOWING: a ATTACH TO ALL FRAMING MEMBERS(KING STUD,TOP PLATE, HEADER SILL, CRIPPLES, ETC.) z 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF COMMON @ 3"O.C. a HOLD DOWN WITH FULL-HEIGHT "'DIA. ROD TO SLAB. END STUDS TO BE CONTINOUSLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB. RECORD IF THIS CONDITION EXISTS. 2 e EITHER TOP OR BOTTOM PLY OF DBL TOP PLATE MUST SPAN CONTINUOUS OVER OPENING;&PATpiNj 0 10. TO CONTROL CRACKING, CUT V-SAWCUTS IN THE SLAB INA 15'x15'GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT EOR e 2ND LEVEL END STUDS TO MATCHING 1ST LEVEL STUD GROUP BELOW W/STRAPPING AS NOTED. 1ST LEVEL STUD GROUP TO SLAB WITHHOLD MUST BE EDGE NAILED TO CONTINUOUS PLY OF PLATE f LIJ FOR ALTERNATIVE METHODS. DOWN. N0.2 SPF HEADER SILL INSTALLED ABOVE OPENING W1(1)CRIPPLE STUD AT EACH END 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM 6. DESIGNATED "SW"SHEARWALLS WITH A COMMON CORNER REQUIRE(1)HOLDDOWN,WHICH IS TO BE LARGEST OF THE TWO HOLDOWNS SPECIFIED, UNO. 3. WALL SHEATHING ABOVE OPENING MUST BE CONTINUOUS(OR PROPERLY SPLICED PER TYPICALLL- 4 < ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOUNDATION PLAN 7. SEE WALL SECTION SHEET FOR RECOMMENDED BOTTOM PLATE ANCHOR OPTIONS SEE TABLE 7 FOR HOLD-DOWN ANCHOR REQUIREMENTS. SECTION SHEET)FROM TOP OF PLATE TO HEADER BELOW OR SILL PLATE ABOVE OPENING 1§ Z" �jj= z ALONE, CONTACT THE ENGINEER OF RECORD. 4. FASTEN ALL MULTI-PLY HEADERS TOGETHER WITH(2)ROWS 10d @ 8.-O.C. STAGGERED ALONG W� SSG j C17 5. FASTEN ALL HEADERS TO KING STUDS WITH(3)8d TOE NAILS . F PRE-ENGINEERED TRUSSES & I-JOISTS 6. IF HEADER NOT SPECIFIED, CONTACT ENGINEER OF RECORD. Q i, 0 L T � I 7. UNO ON PLAN, MIN(1)SDWC15600 TOP PLT TO KING STUD AND(1)SDWC SDWC15450 KING STUD TQ6_ �dTRkl 1. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED PLATE CONNECTION REQUIRED EACH SIDE OF OPENING(NO CONNECTION REQUIRED FOR OPENINGS UNDER THE SUPERVISION OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PREPARED IN FIRST FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. h, w ACCORDANCE WITH ANSI/TPI-2002 AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN lu - 8. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING(NO CONNECTION REQUIRED Fe - L® =2j OF THE CONTRACTOR AND CRITERIA IS LOCATED ON SHEET ST-1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILI OPENINGS 3 FT OR LESS OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABODE: 40 ill < M SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETE. TOP PLATE TO HDR WISDWC15600 @MAX 32"O.C.AS SHOWN, "ALTERNATE SECTION(HEADS),ST-5 2. TRUSSES OR I-JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION,SPAN DIRECTION,SPACING, BEARING LOCATION AND NAMING SPH w/(12)10d x 1-Y2"@16"O.C. OR UA STRUCTURAL CONVENTION OF THE LAYOUT SHOWN HERE. DSP wl(14) 10d x 1-Y2"@ 16"O.C. OR VENGI ING 3. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN FASTEN TRUSS DIRECTLY TO HEADER w/MTS OR HTS w/(14)1 Od x 1-1/2"(OR EQUAL APPROVED BY AND SEAL WITH THE TRUSS SHOP DRAWINGS. EOR). 4. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION E URING THE DESIGN OF THE 10 UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH,THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE 4 FT OPENINGS > 6' OPENINGS IN 2x4 STUD WALLS GREATER THAN 6REQUIRE A(2)2x4 NO.2 SPF PLANK Z 2ND FLOOR ENDZONE DISREGARDED. ' 0 Ni (TYP 4 WALLS) PLATE DIRECTLY ABOVE AND BELOW THE OPENING W1(6)12d COMMON TOE-NAILS AT EACH END. DESIGNATION 5. CONNECT ALL TRUSSES TO TOP PLATE AS SPECIFIED ON THE TYPICAL WALL SECTION SHEET. (2x 6. I-JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BED SIGNED AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA,THIS SHEET. OPENINGS > 8' OPENINGS IN 2x6 STUD WALLS GREATER THAN 8' REQUIRE A(2)2x6 NO.2 SPF PLANK ORIENTED (M WALLS) PLATE DIRECTLY ABOVE AND BELOW THE OPENING W1(8)12d COMMON TOE-NAILS -H END. Uj - METAL CONNECTOR ENGINAT EACEERING B. erek �urra;,�P rob 4"CONCRETE SLAB W/ 6x6 W1 A x W1.4 WWF OR 6" L FOUNDATIONNOTES FIBERMESH NO 4 OR NO 5 @18"O.C. 1. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE 4"CONCRETE SLAB W/9"BEND @ BOTTOM 4"CONCRETE SLAB W/ A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 2010 D o — — — — W/6x6 W1.4 x W1.4 6x6 W1.4 x W1.4 WWF OR TABLE 8401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE OF MODIFIED - - - - 8"MIN WWF OR FIBERMESH FIBERMESH \\ \\ \\ \\ \\ \\ o D 28"MAX V MIN N --- - --- �H RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. OR CONTRACTOR'S g" 0'-0"A.F.F. �� ° a SEE ARC PROCTOR MAXIMUM DRY DENSITY IT IS THE OWNER'S LIFTS TO AT LEAST o CON 4"CONCRETE SLAB W/ = — a — — — a -4 a 28"MAX a e --� E A \ \\ \ 6x6 W1.4 x W1.4 WF OR a ° a a. ®WGS 2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT VAPOR BARRIER / p 12"MIN \ \ \ \ FIRE MESH / _ _ ______/ l/ _\_ _ / r= ° -- _/\ (2)#4 OR(2)#5 CONTINUOUS 6x6-W1.4 x W1.4 WWF 0'-0"A.F.F. 12 MIN= 'r\/=\\//\ SUITABLE FOR 2,000 PSF BEARING CAPACITY,CONTACT EOR. ADDITIONAL SEE ARCH. _// a // //-r/_ _/ / / //� \_//\\ a //\//\/� 4" FOUNDATION WORK MAY BE REQUIRED. OR FIBERMESHa-.a a DWGS \\ ® /\ \\/\\\/\j\\�\\�\\�\\ \\ \ 3. SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN ,\//\ a VAPOR BARRIER \//\ �� r /i\/ // /�//�//, /�. ACCORDANCE WITH THE FLORIDA BUILDING CODE. CONSULT ARCHITECTURAL FOOTING TO BEAR ON a ---= '-=----- .-Q-- - - -- / a ° a . BARB 6"OPT. EXTENSION IN BRICK --,a a---a-- o o a \ \ ,\ 8"MIN �/, /, PLANS FOR LOCATION OF SLIDING GLASS DOORS FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN ° a - a /_/' / 4. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. \ \/\\/\\ N \\/ % 6"OPT. EXTENSION IN BRICK VAPOR BARRIER SEE DETAIL SHEETS FOR ALTERNATE STEMWALL SECTIONS. 0 / � LOCATIONS ON FND PLAN 12"UNDER 1 STORY WALL \_ a 12"UNDER 1 STORY WALL � WITH (2)#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO.5 /\ °a /\ 8"x8"THICK-NED 8" WITH (2)#4 OR(2)#5 CONT ' /\ 12"UNDER 1 STORY WALL BAR IN BRICK LEDGE `\ \ r, FTG AT STEP-D WN; cel /j, � / VAPOR BARRIER ..WITH (2)#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO.5 6q 16"UNDER 2 STORY WALL VAPOR BARRIER SEE PLAN 16" BAR IN BRICK LEDGE 16"UNDER 2 STORY WALL �, WITH(3)#4 OR(2)#5 CONT 16"UNDER 2 STORY WALL WITH(3)#4 OR(2)#5 CONT 0 Cn WITH(3)#4 OR(2)#5 CONT FOUNDATION KEYNOTES: 4 M®N®LITH F®®TING SECTI®N CURB STEP SECTION SEALING CURS STEP SECTI®N `� IF GROUND ADJACENT TO FTG SLOPES DOWN SEALING WALL FO®TING SECTION C4 - ANDAWAY FROM STRUCTURE STEEPER THAN GA�AGE EXT WALL CUR SECTION 8"x8"DEEP THICKENED EDGE 1'-0"VERTICALLY PER 3'-0"HORIZONTALLY, A W/(1)#4 CONT CONTRACTOR HAS TWO CHOICES: LL 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE12" Ld OF EOR TO PREVENT EROSION OF SOIL 12"DEEP FTG W/#4 @ MN B EW UNDER BOX COLUMN, 2. USE STEMWALL FOOTING FTG TO BE PROJECTED MIN 6"LARGER THAN BOX > COLUMN ON ALL SIDES z O 16"SQx12"DEEP FTG W/ Y C (3)#4 EW 0 65'-6" < 24"SQx20"DEEP FTG W/ ® (3)#4 EW 30'-8" 8'-10" 20'-0" 6._0 LLl 30"SQx20"DEEP FTG W/ � E Cn (4)#4 EW U) Cn - - - - - - - - - - - - ❑ F 36"SQx2 DEEP FTG W/ — — — ❑ 1- - - - - - - - - - - - - - - - - - - - - - - -i 48"SQx24"DEEP FTG W/ 0 Ft A (5)#4 EW,T&B Q III I III z I7=7I (2)TOTAL O ro I I OPT j 4"CONCRETE SLAB W/ F 6x6 W1.4 x W1,4 WWF � OPT OR FIBER MESH 8"CMU CHAIR BLOCK W/ � X ° z 7 p J6 OPT p L TOP OF SLAB (1)#5 CONT. 't a v p ¢ z � a Ui j 1 ¢ a �nw ❑ wL. ¢ z U) ji\\ \ \--- \-- `o � w ° z z- z ulo w ❑ i I I I III - � � u� o ❑ _ I- zUlna ° � � l o I //_/\_/ O ® � � a > aN ❑ " ® azo ❑ - -J I ( VAPOR BARRIER \� _bo Lo U ® aw ❑ wwJo �` � � ® a �IN /❑/ U) Za ❑ a z = ww � mzw ® `fl III /\ \ ¢ � N [IJ T �' o �' � � #4 OR#5 VERT REINFORCING --j�T /\/\/ % z Q T ❑ ¢ ° I- I- W < w 3'-6" 12'-8" 9'-4" 4'-10" 2'-2" T-4" 3' 0" 16'-8" UPT03COURSES: 72"O.C. \//\\/ //\\//\\/\ QWzr ° T ❑ zox ® 2 ® ° 4 TO 5 COURSES: 48"O.C. .\//\/ /=/1// , 0 a - w W T ® ° w ❑ ❑ ¢ w `n I III ;=j/ ®o. �j\\/ w wulz lw- o � ❑ �' wL. w . III o = - - - - - - - - - /_\_%//�_�//� ADDITIONAL#408#51N (D wawzr ° NWa � �n ? z ? ° FOOTING TO BEAR ON FIRM =/, \_ _'\ z w ® ¢ m z W ¢ w I- ¢ co _ r //,. / BRICK LEDGE w J I— — -- - - - - - - - - — - - - -� UNDISTURBED SOIL w ? ❑ � t� wwl- m � 4waEj M Q = ¢ z } zx ¢ awQ - ¢ w III - - - - - - - - � i- - - - - - - 4"OPT BRICK LEDGE ® I- FyzFFVnzw® ° ; � � VERTICAL REINFORCEMENT z a ¢ - a M ❑ y w ❑ z ¢ — — — — — — — — — 4 ❑ � — — — � ❑ � — — ( NOTED ON FND PLAN � ❑ w � . ¢ h < I- • z ❑ J — — — _ TO HAVE 6"BEND AT BOTTOM a�- ? 3 N a in ¢ ❑�7 I- z ❑ a - - - - - - - - - - - j { - - - - — — i -fi - - - CAST-IN-PLACE FOOTING SPECS LL SHEET NO.: L — I 1-STORY: 8"x 16"W/(2)#4 OR(2)#5 CONT z N —I ( 2-STORY: 10"x 20"W/(3)#4 OR(2)#5 CONT 0 ST-2 - w FOUNDATION CMU STEMWALL SECTION O °O I 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK PLAN OPT I FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 ® JOB NO.: 19 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS U AT1266 MAY BE OBTAINED FROM THE ENGINEER OF RECORD. < 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ® SUBDIVISION: `° ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. o ® Atlantic Beach — - - - LL — — I 0'-0"A.F.F. Q — — — — — -I (BEYOND) U-BLOCK W/ LOT NO.: I I 4"FLOATING CONCRETE w (1)#5 CONT N SLAB W/6x6 W1.4xW1.4 2nd Street C° 1 I I WWF OR FIBERMESH > FLOOR PLAN: (4)TOTAL - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - J L — - - - - - - L - - - - - - - - - - - - - J — o 9� w FINISH ® CUSt®ri1 I❑ �____ - - - - - - o .g. . e - - - / Lid \�\� i� \ GRADE ® DESIGNED: 0 /imp \\/�\/ //_\//_\//_\//\ /_\//= I®- REVIEWED: ® '\ i o \/\/\/\// /\/ #4 OR#5 VERT \ \ \ \ 5'-0" 14'-6" " // _/ _/�=/i\r ' ISI ®B IVI T-6 42'-6" REINFORCING @ 65'-6" MAX 72"O.C. \ p ° I a Q REVISIONS DATE 8'-0" . FOOTING TO BEAR ON FIRM —� UNDISTURBED SOIL ADDITIONAL#4 OR#5 w IN BRICK LEDGE Z VERT REINFORCEMENT TO HAVE 6"BEND @ BOTTOM 4"OPT BRICK LEDGE O NOTED ON FND PLAN LLI CAST-IN-PLACE FOOTING SPECS 1-STORY: 8"x 16"W/(2)#4 OR(2)#5 CONT Q 2-STORY: 10"x 20"W/(3)#4 OR(2)#5 CONT U O 7 CMU STEMWALL SECTION I® 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK C� FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 LiEX - COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS Q MAY BE OBTAINED FROM THE ENGINEER OF RECORD. � 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ` ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. S 1 RUCT RAL ® r EN INIE R1 1,ry5 7 a C) LLI e {� rr. r rr x � g B v 3_ '"`n o f V. a9 LLl � tt : x DgrekBtray P METAL CONNECTOR ENGINEERING ¢ P` N&If7 457 04-30-2015 FRAMING KEYNOTES ( L CONNECTOR) 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 ONES OF THE FOLLOWING: A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS N BOTTOM CHORD TO SW DBL TOP PLATE W/10d @ 3"O.C. LO B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE.ATTACH N FLOOR DECK TO SW DBL TOP PLATE W/10d 3"O.C. e0 4 4. PORCH BEAM FRAMING NOTES 0) A. BEAM POCKET PORCH SEAMS AT TOP PLT ELEV. NOTCH TOP OF BEAM 3"FOR BEAM PKT CONNECTION 04 AT WALL.TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT ELEVATION.3%"MINIMUM BEARING REQUIRED IN WALL PORCH BEAM TO STUDS W/HTS20 OR MSTA24. LL E Ld B.SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV. --J PORCH BEAM TO TOP PLT W/MTS12 OR MSTA24. > 0 z C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR U PORCH BEAMS. BEAM TO POST DOWN STUDS W/HTS20 OR, U MSTA24. POST DOWN STUDS TO STUDS BELOW W/HTS20 OR MSTA24. CSI D. BEAM ATTACHED TO EXISTING FRAMING ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK It LIJ STUDS W/SIMPSON HUC HANGER MATCHING PORCH BEAM I- DIMENSIONS. 5.SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER SW2 TYPICAL WALL SECTION SHEET. � ® � SW2 4STUDS z w 6. HIGH UPLIFT CONNECTION: ® � w 4x4 NO.2 SYP PT e TOP PLATE TO STUD W/(1)SDWC15600 @ 16"O.C. OR � 0 1 MSTA24 - 4 STUDS Z w - DTT2Z - — w ® O POST, (2)TOTAL (2)SDWC15600 @ 24"O.C. ®, NOTE 4 1 DTT2Z DTT2Z 3: 11� NOTE 4 .ALTERNATE"METAL FLAT STRAP 2ND LEVEL STUD TO 1ST LEVELfn Q _ STUD"@ MAX 32"O.C. pm INNS- N - - - - - ® 1ST LEVEL STUD TO BOTTOM PLATE W/(1)SDWC15450 @ 16"O.C. z 9%4'LSL (2)2x12 r - - - - -1/2 (2)2x6-1/2 (2)2x6-1/2 (2)2x6-112 - - OR(2)SDWC15450 @ 24"O.C. NOTE 1 NOTE 1 M - 2STUDS w U) 00-/ - 2STUDS z ® - DTT2Z LO a oe w (2)2x12 Q - DTT2ZEL (2)2x4-1/2 ¢ N ❑ ❑ w E Q z L - W21.- w Y4"LSL (2)2x12-112 Imo- -� ❑ a wOJJm ® zz0 (2)2x4-1/2 - ¢ I}- W ® - ® m ¢ a ¢ Dwtl NOTE1 r� Mcy) WWa > ® NWW ❑ to Ln r> � ® Iw- M Cf) ° ° � � } WwN � moz ° w � u] ❑ WI- IIW ❑ Zw 2STUDS LL h � ❑ ¢ ❑ a ® ZtLdp20, O - 4STUDS ZLU or O � � wwa = atL - ❑ wwp ¢ a - DTT2Z 0 a LU 0w w - HTT5 O tO ¢ apWn ° � ON ❑ ¢ � w Z _ _ ❑ z (� W - z wl- - p ¢ F- wwLQ- 6 LLI a - p � W0 w ❑ W X ¢ a I ILjj _ ¢ _ z W W ¢ W IL Z ® - I- Z N w U Z -1 (2)2x4-1/2 1 ED _ EI Z Q O w W a ] ® Z Z 1 ❑ NOTE z ® ❑ } z ® a¢ a - I- 1- ww � ¢ m � z3 � ¢ 2 2x12 - w w h - 3STUDS z � ( ) wz ❑ ❑ W13 u] 1 � apv w � - 2STUDS � w <[ x ¢ z >- zy ¢ Uwa - w ¢ w O � ® h- I �rz � F ❑ zw0 ® WI- a - HTT5 � � O � - 2STUDS u wo z13 pa ❑ z wpz ¢ �_� - - LL (D 2 ANCHOR ° � ® ®I� ? �Na¢ waoril�- � ° n %a"LSL (2)2 6-1/2 I � (3)2x6 Q (4)2x6 w (4)2x6 NOTE 4 LI- SPIFFY NO.: U.1 - -- m w - (3)2x6 - 2 UDS w O ® m w r - - - � O ® - 2STUDS � w - - - - - - - - - - - - - - - - - — m - - = 1 - - ° _ DTr2z ° STRUCTURAL- - - - - - - - - — — — — — — — — — — — - - M ° FRAMING PLAN 1_ - _ - � - 2STUDS O w ® JOB NO.: U A`T1263 2STUDS 'or ® C - DTT2Z00 Q - HTT5 � � - - - O - O M a SUBDIVISION: 1 ® - 4STUDS S ® ® Atlantic Beach (� - HTT5 w L Q ® (2NOTE112 " LOT No.: 3 STUDS z p z 2nd Street %"LSL (2)2x6-1/2 - HTT5 FLOOR PLAN: 1 _ ® Custom 3 I ® DESIGNED: S°7 W - 2 STUDS z o ® co O J IDI/J IVI P LLI 1 - DTT2Z � j - 4STUDS ® Q I-y REVIEWED: (3)2x8-1/2 - - HTT5 i LU ®BI�I O REVISIONS DATE 9 T/"LSL NOTE 1 NOTE 4 1 MSTA24 - 2STUDS w - 4STUDSd(D - 2STUDS "- w - 2STUDS w - 2STUDS �' w 6x6 NO.2 SYP PT a O 0 ® a o �1 1 DTT2Z O O O O C) POST, (4)TOTAL - 2 STUDS z p _ __ 0 DTT2Z - DTT2Z � - - -- J - - IM2Z 0 - d LU I� (� C� V- (7 C� W - DTT2Z Z LLI � I d z U) U Q 4EfyGl E NG 3< La t:w LU METAL CONNECTOR ENGINEERING �P' 4-30! '1'!5" � 04-30 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. 2. TYPICAL BEARING BLOCK • BEARING BLOCK TO BE NO.2 SYP, MIN 48"LONG AND TO MATCH DIMENSION OF TRUSS MEMBER. • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS Q -I BOTTOM CHORD W/(3)ROWS 10d @ 4"O.C.STAGGERED. _ —716"8 30'711 6'11" 19°11°' 5'6"6 p° N �f) 3. LEDGER FRAMING NOTES: Lq • FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX CR CN ANGLE&LATERAL BRACES 24"O.C.SPACING) C' ANGLE&LATERAL BRACES MAYBE OMITTED FROM • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED O Cn LOCATIONS ON PLAN T MAYBE OMITTED FROM GABLE GABLE BRACING DETAIL BRACING DETAIL IF PORCH IF PORCH SHEATHING • SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER T SHEATHING DETAIL IS DETAIL IS PROPERLY PROTECTION AGAINST CORROSION N PROPERLY APPLIED L J APPLIED • IN ACCORDANCE W/FRC 502.2.1, EXTERIOR DECK N (2)HTS20 rH UC212-2 FG 14 H U C212®2, 2)HTS20 LEDGERS SHALL BE SECURE TO WALL FRAMING WITH co FG 15 WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT _ 5 'r - FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. 01 (�! M Cr) (� M m (� t") M M e� t� (p M c� rN -'X'-C'4 r N r �� r ot) N N d d '� �h i ROOF FRAMING LEDGER: ® ® ® O ® O ® ® O � ® O ® O O ® ® O N N N N . COI CD � � � � re® � � �- T- FT07 2x6.................... LIJ LL. ILL LL- LL LL. LL U- IL LL � LL LL LL (� � Lim LLa d - I Q 1 (� LL LL LL LL LL LL- I.L. LL LL (4)12d COMMON LUS26 0 IL 2 HTS20 HTS20 2x8....................(6)12d COMMON z FT06 2x10..................(8) 12d COMMON T30 2x12..................(10) 12d COMMON (n LUS26 J • 2x8 SYP BLOCKING BETWEEN FLOOR FRAMING LEDGER(W/NAILS): 0 T3® � T TRUSS TOP CHORDS BELOW WALL ® 1 FT®6 ABOVE PT 2x6................(3)16d COMMON �- ®p O O) O O •ATTACH BLOCKING TO TRUSSES PT 2x8................(5) 16d COMMON N MEAN= T3® LUS26 J O O ® T_ I W/(4) 10d TOE-NAILS EACH END PT 2x10..............(7)16d COMMON O U_ LL LL LL. L- FT06 PT 2x12..............(9)16d COMMON �' IBJ LUS26 J HTS20 1'g' HTS20 FLOOR FRAMING LEDGER(W/SCREWS): � Cn T30 PT 2x6................(3)%"x 4-%"LONG#14 WOOD SCREWS � 00 PT 2x8................(5)%4 X 4%"LONG#14 WOOD SCREWS Cn 2x6 O.2 SYP ROOF FT05 LEDGER, SEE NOTE 3 O s PT 2x10..............(7)%"X 4-%"LONG#14 WOOD SCREWS T30 LUS26 J 15 zo PT 2x12..............(9)%"X 4-%"LONG#14 WOOD SCREWS IL x6 NO.2 SYP O (� 119118 LEDGER,SEE 3 4. OVERFRAMING NOTES _ • ALL RAFTERS TO BE MIN.2x6 NO.2 SYP @ 24"O.C. MAX. FTO4 — - ,J 15 • ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO.2 SYP MIN. < • FASTEN"SLEEPERS"TO EACH TRUSS/RAFTER W/(3)16d •(2)2x8 SYP BLOCKING HTS20 HTS2 COMMONS MIN. BETWEEN TRUSS TOP _ • EACH RAFTER TO"SLEEPER"W/SIMPSON H3 UPLIFT CHORDS BELOW WALL FTO3 J 15 CONNECTOR. ABOVE • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. •ATTACH BLOCKING TO TRUSSES E C 10d COI tel N � • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO TOE-NAILS EACH END FT03 1 1 11 _ D Q <C J15 e RAFTER WHERE APPLICABLE W/(5) 10d COMMONS MIN. x p N tel G 1, ' ° RAFTER SPAN SCHEDULE Q m ❑ ® z FT03 N N N N N N tel N N eel N N cv N N N L� J L� 1 6 a ❑ 1'1" tel COI N N N N N N COI N N tel CO N Cel COI N N L J L -1 r r , r J15 w wwa CY) < d < moi' < �I < < < < < < N < IT d <( N N C� SPACING LUMBER SIZE N ❑ ® z I=- U U m p ® � FT03 T O M Q Q Q X M T_ T_ Q I- T_ T_ FG®9 J h L Q Iq 1q_ FGE05 2x6 2x8 2x10 2x12 B w w ® m a M ¢ /_ w U J L� J L� J L� J L� J L� J J L� J L� J L� J L� �J L-'�J L� J L� J L� .�-/ S20--/ THA4 _ HT 6®2J T T (2) 12, ® WWa- pu� ww ® � Nzp FT02 S01r rN Nr r COIF r Nr r N�' r N, ox r Cq r Nq r N� r Nr rN rN rN rN � -, FG 10 � � F 16 14'-5" 18'-3" 21'-8" 25'_6" � p a w a W a � N N N C1: N N N N N N N ' N N N r �� HUC210-2 ❑ m � w z F ❑ HTS20 d' 'T d ®Y Iq IT "t 'IT O � � HTU26-2 1 2 16" 12'_6" 15'-10" 18'-9" 22'-1" ® w a � w w w _j m ❑ z U HT 6®2J C <C < <C < <C < <C < N <C < < 24" w < o ¢ raurswwU10u: ww X T T_ T_ X T_ 7- T_ T T T T T FG13 •FULL LENGTH CANTILEVERED 2x 12 NO.2 SYP JOISTS 10'-2" 12'-11" 15'4" 18'-0" Z w m ❑ w = z w ❑ z U FT01 F� f6i I� I� I® F® I$ Fm Im- F® f® I� (2)HTS20 ¢ ® ¢ r t- z w ¢ w �� N @EACH FLOOR TRUSS,TYP AS SHOWN 20 L.L./15 D.L.#2 SYP Q I- z ® W ❑ z w a p ® ❑ 1 9 LTH 422 •ATTACH TO ALL ADJACENT FLOOR TRUSS MEMBERS p w w a = ❑ w w p a LUS26 J (OF 17 AND WEBS W/10d @ 4"O.C. CEILING JOIST SPAN SCHEDULE U ¢ ¢ U w o w z N o ¢ 7 w T29 LILIO •PROVIDE SOLID 2x6 SYP SQUASH BLOCKS BELOW z x ❑ z 1'11°° O.C. W � zpw� rZ < PwwLE L-�HA�22 EACH FLOOR JOIST FOR CONT. BEARING TO LUMBER SIZE w w z x a w U a I w U_ FRAMING BELOW.ATTACH TO ALL ADJACENT FLOOR SPACING w � a i w I p U U m ' w w LUS26 TRUSS MEMBERS/WEBS W/ (2)ROWS 10d @ 4"O.C. 0 2x4 2x6 2x8 2x10 FD z 2 >- z Q p z z 0 0 0 Q w 0 T29 — , N •(2)2x12 NO.2 SYP RIM BOARD ATTACHED TO DBL L z 0 0 z � w m w a D m z z I h O 12" 11'-10" 18'-8" 24'-7" 26'-0" Z w w ¢ m z ® � Q h z 3 a LTHA4�22 JOISTS AT ENDS WITH I HUC210-2 AND TO SINGLE � � � - w U m w ¢ � I- --- U LUS261 F17 JOISTS W/(6)10d TOE-NAILS 16" 10'-9" 16'-11" 21'-7" 25'-7 <( z ¢ z r z 0 L9 T Q L w � z ® � Q w T29 ® (el NOTE LTHA422 0 •PROVIDE(2)2x6 SYP SQUASH BLOCK C h o w h Y F z w p Z 0 a Cel 24" 9'-3" 13'-11" 17'-7" 20'-11" z r, a - U a 0 z w p z a LUS26 d ® ,� 17 BELOW DBL FLOOR JOIST;ATTACH TO ALL 10 L.L./5 D.L.#2 SYP ® 0 1- _ 3 N m a ❑ m F _ a U T29 O �- d d d O LO LO LO CO CD � c0 O r cry co co co co to co T_ (2)FITS20 ADJACENT FLOOR TRUSS MEMBERSNVEBS - � C� O C7 O O O O O O ® O O O O C7 O O O ® O ® (� r (� W/10d @ 3"O.C.,TYP AS SHOWN 5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY SHEET NO.: LHTU26®2, _ .FASTEN(2)2X12 JOIST TO DBL SQUASH BUILDER IN ACCORDANCE WITH FRC R302.12. ® T- LL ILL LL LL LL LL LL LL IL L LL LL LL LL Ll_ LL LL LL. LL LL U_ LL LL LL LL ILL UL- IL LL- LL IaL LL LL 1 LUS26 11 BLOCK W/(2)MSTA12 6. FLOOR TRUSS TO DBL TOP PLT BELOW W/(1)SDWC I® T29 THA422 1 2 •FASTEN DBL FLOOR TRUSS TO STUDS 15600 ROOF FRANKING F16 HUC210-2 BELOW W/(2)HTS20 < HTS20 4N r ' '- ' ' ' ' ' ' ' ' (O ° N ° ° ' s co _ �� : , 1 1 , •PROVIDE THE SAME AT OPPOSITE END OF c') 7. •(2)2x8 NO.2 SYP BLOCKING BELOW CUPOLA ABOVE; 2 en� 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 �- �- 2 2 2 2 2 2 2 2 6 CANTILEVERED WALL ATTACHED TO HIP W/(4) 10d TOE-NAILS+A35 0- PLAN GE01 •CUPOLA TO BE ANCHORED PER MANUFACTURES ® JOB NO.: 5' r SPECIFICATIONS :7FGE05 HTS20 HTS20 •SISTER ADDITIONAL PLY OF 2x12 � AT1268 ANGLE&LATERAL BRACES (2)HTS20BEAM SCHEDULE < MAYBE OMITTED FROM GABLE PT SYR;ATTACH W/(3)ROWS 10d SUBDIVISION: @ 8"O.C., STAGGERED BRACING DETAIL IF PORCH •2x10 NO 2 SYP RIBBON BOARD, • CK SHEATHING DETAIL IS FASTEN TO EACH FLOOR TRUSS PROVIDE THE SAME AT OPPOSITE ® Atlantic Beach PROPERLY APPLIED END VERTICAL W/(6)10d END OF CANTILEVERED WALL BEAM NO. BEAM SIZE AND TYPE NOTES _j •ATTACH EACH FLOOR TRUSS TO Lw HDR/TOP PLT BELOW W/(1) LOT NO.: SDWC 15600 2x10 NO 2 SYP RIBBON BOARD, FASTEN TO B01 (2)18"LVL NOTE 2 U EACH FLOOR TRUSS END VERTICAL W/(6)10d z 2nd Street •ATTACH EACH FLOOR TRUSS TO HDR/TOP PLT � FLOOR PLAN: BELOW W/(1)SDWC 15600 BEAM SCHEDULE NOTES 1. FASTEN EACH PLY W/(3) ROWS 10d @ 12"O.C. STAGGERED. ® Cust®m 3 2. FASTEN EACH PLY W/(3)ROWS 10d @ 6"O.C.STAGGERED. 3. FASTEN PLIES W/(2)ROWS %"DIA.THRU BOLT W/NUT AND Z DESIGNED: WASHER @ 16"O.C.STAGGERED. PROVIDE 2"EDGE DISTANCE. DE JHIJMP LLl I= REVIEWED: 11'0"V - 61'11" L 2'� U.1 ®BM 7515" < REVISIONS DATE i LLI z 0 2 ENGINEERINGTRUSS < (n ® UNLESS SPECIFICALLY NOTE® ON TRUSS FRAMING PLAN, ALL 0 TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING TO THE TYPICAL WALL SECTION SHEET. ® ALL EXTERIOR WALLS ARE HELD SACK 1/2" FOR SHEATHING w STRUG?F RAf- CD ��NGIIV#FING'r' FI 11 1 11 tJ, A % . , �" y}� � r✓4 fir.. ��� Lrek B� Cr , P E: METAL CONNECTOR ENGINEERING 04-30-2015 FRAMING KEYNOTES ( L CONNECTOR ) 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 ONES OF THE FOLLOWING: A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS O BOTTOM CHORD TO SW DBL TOP PLATE W/10d @ 3"O.C. L? B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE.ATTACH FLOOR DECK TO SW DBL TOP PLATE W/10d 3"O.C. 00 IT 4. PORCH BEAM FRAMING DOTES Q A. SEAM POCKET PORCH BEAMS AT TOP PLT ELEV. 04 NOTCH TOP OF BEAM 3"FOR BEAM PKT CONNECTION AT WALL.TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT co ELEVATION.3%"MINIMUM BEARING REQUIRED IN WALL PORCH BEAM TO STUDS W/HTS20 OR MSTA24. LU B. SHIM BELOW PORCH SEAMS JUST ABOVE TOP PLT ELEV. �I PORCH BEAM TO TOP PLT W/MTS12 OR MSTA24. > 0 Z C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. O PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR U) PORCH BEAMS. BEAM TO POST DOWN STUDS W/HTS20 OR, SW1 SW1 MSTA24. POST DOWN STUDS TO STUDS BELOW W/HTS20 OR U Q MSTA24. - CV 1 MSTA24 D. BEAM ATTACHED TO EXISTING FRAMING .O -- ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK 2 2STUDS LL O ® STUDS W/SIMPSON HUC HANGER MATCHING PORCH BEAM �W - CS18 O W � DIMENSIONS. NOTE 1 5.SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER h WSP HDR-0/2 (2)2x8-1/2 TYPICAL WALL SECTION SHEET. D_ w - 2 STUDS w o - 3 STUDS L- w - - a, 3 STUDS O w 2STUDS ® ® O ® � 6. HIGH UPLIFT CONNECTION: � ® d (2)CS18 w 27 - CS18 ** �`* ®TOP PLATE TO STUD W/(1)SDWC15600 @ 16"O.C. OR (2)CS18 (2)CS18 - c9 _ (2)SDWC15600 @ 24"O.C. (2)2x4-1/2 SPECIAL SWS1 ®ETAILS REQUIRES ®ALTERNATE"METAL FLAT STRAP 2ND LEVEL STUD TO 1ST LEVEL ADDITIONAL BLOCKING AN® STUD"V MAT 32°O.C. a � N NOTE 1 � ® 1ST LEVEL STUD TO BOTTOM PLATE W/(1)SDWC15450 @ 16"O.C. "o (2)2x4-1/2 ® SHEATHING APPLIED CONTINUOUS OR(2)sDwc1545o @ 24"O.C. o NOTE 1 TO BOTH FACES 7. •PROVIDE(3)2x6 SPF SW END STUDS ®FASTEN STUDS TOGETHER W/(2)ROWS 10d @ 8"O.C.STAGGERED •STRAP STUDS TO WIDE FACE OF(2)2x12 NO.2 SYP PT BELOW W/(3)MSTA36 U LO W 0 z 2 ❑ a U ❑ ¢ z E (In N f - Qo = Wse ° oawn 2 2STUDS 0 2 2STUDS '- w LLn00 ry0 �n0WWNa 00 CS18 Of - CS18 0 � <wUI zQm4 � Qz❑ W ® o W a W ❑ W W JIx n [I] U) 0 ❑ ma Z - W JmZ - I- dNN w(2)2x4-1/2 zaQEDswwI- - s ® W NOTE 0zT _ i ❑ a ❑ za aa � a❑ ® W w a z a a - ❑ W J Q ¢ R o ❑ w m r� aanW0 ® � o "-jOQoz 2 2STUDS ® W w OwWQOUwit LL Mw - CS18 cry Z zw ¢ wa1znJv ❑ 10I- I- 2 2x4 1/2 s > ¢ - - a ( Z U ❑ ❑ z >- aNw1 :I nZz = - 0 a �- z z n w w J ¢ m Z W �¢-En W < i I- (y) M w wZ020` WIDI- [� � � W U am - Q s ¢ z � zs ¢ 0 � a — p � ¢ a h7z 2 zw ® I- - CA � zn ¢ �= � 011 wQZQ 6 _J J . ❑ w I- F- Z ❑ z ¢ z c1r) 04 LL � 2 2 STUDS w NOTE 7 SHEET NO.: d O o Wz - - - 0 ST —4 CS18 — STRUCTURAL a_ FRAMING PLAN co Lj- WSP HDR-0/2 3: d JOB NO.: — — — U) U AT1263 2 241/2 co (2) ® suBDIVISION: NOTE 1 o Atlantic Beach LL OTE 7 Q LOT NO.: - 2 STUDS 00 z 2nd Street - (2)CSIs w -- - WSP HDR-0/2 (2)2x6-1/2 (D FLOOR PLAN: ® Custom 3 Z DESIGNED�T 0 : (2 2x6-1/2 - 2STUDS r' w 2 2 STUDS LL. o JH/JMP O o0� w 0 _ T: SW1 - CS18 SW1 CS18 C7 I®' REVIEWED: 2 STUDS c9 v) W USM (2)CS18 07 it Q REVISIONS DATE 00 w w Q z Cn E Q 07 S,TRUC T VAL C`1 yEI'GINE . G . AI Z , - T T I L �� Xd � U£ d3Y` I� 'I a � - �� ler� B Murray P E M TAL CONNECTOR GIN ERI Q ��'� sr45zk..3 ROOF FRAMING KEYNOTES 611"� NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN KW1 1. PRE-MAUNFACTURED SHEAR PANEL S-f_6 • INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON NN FRAMING PLAN V"9 ® • SHEAR PANEL TO SW DBL TOP PLT W/10d @ 3"O.G. • 7 FLOOR DECK TO SHEAR PANEL W/10d @ 3"O.C. 2. TYPICAL BEARING BLOCK • BEARING BLOCK TO BE NO.2 SYP, MIN 48"LONG AND TO MATCH DIMENSION OF TRUSS MEMBER. J01J01 • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS KW1 co BOTTOM CHORD W/(3)ROWS 10d @ 4"O.C.STAGGERED. ST-6 KW1 3. LEDGER FRAMING NOTES: U? T01 ST-6 • FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT C0 T01 EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX 00 24"O.C.SPACING) ® ED T 7 ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED N Q M LOCATIONS ON PLAN J01 J01 • SEE TABLE3 O SHEET ST_ 1/S1 FOR FASTENER �P PROTECTION AGAINST CORROSION N e IN ACCORDANCE W/FRC 502.2.1, EXTERIOR DECK M LEDGERS SHALL BE SECURE TO WALL FRAMING WITH C) C) WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT �� NCD C) N LL �• FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. Y U- KW1 ROOF FRAMING LEDGER: 2x6....................(4)12d COMMON 9 ST-6 2x8....................(6)12d COMMON 0 2x10..................(8)12d COMMON 2x12..................(10)12d COMMON U) cui 11 1 11 FLOOR FRAMING LEDGER(W/NAILS): U PT 2x6................(3)16d COMMON Q PT 2x8................(5)16d COMMON N PT 2x10..............(7)16d COMMON PT 2x12..............(9)16d COMMON w I FLOOR FRAMING LEDGER(W/SCREWS): I� ' it Cn i " ° r° i e 0 ' 2519" 151211 � 141 4 5 �2 6�c0`�3 �2 � PT 2x6................(3)%"x 4-Y2"LONG#14 WOOD SCREWS � Cn 2 PT 2x8................(5)%"X 4-%z"LONG#14 WOOD SCREWS I­_ PT 2x10..............(7)Y4'X 4-Y2"LONG#14 WOOD SCREWS �® PT 2x12..............(9)Y4'X 4%2'LONG#14 WOOD SCREWS 4. OVERFRAMING NOTES LO 00 cry • ALL RAFTERS TO BE MIN.2x6 NO.2 SYP @ 24"O.C. MAX. LO CD C) C ,® • ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 NO.2 SYP MIN. a ��� ® ® KW1 • FASTEN"SLEEPERS"TO EACH TRUSS/RAFTER W/(3)16d Z CV r)HTS (2)H S20 TS12 ST-6 (�I COMMONS MIN. 0 MTS12 • EACH RAFTER TO"SLEEPER"W/SIMPSON H3 UPLIFT CONNECTOR. I® r r r r r 1 r 7 r -1 r • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. JO3 T3 L L 11 • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO (2)F S20 � � N N N 2) TS20 1HTU26-2 TU26�2 RAFTER WHERE APPLICABLE W/(5) 10d COMMONS MIN. LO X Q Z RAFTER SPAN SCHEDULE h� KW1 T34 a ❑ o ¢ z a: ly J04 2 ST-6 KVV1 O.C. w ¢ ❑ �n ❑ ww ¢ z Lo = w � hp w ❑ LUMBER SIZE U1 0 ST-6 SPACING � JnA ® zwOJm ® zz ❑ C M 7- 2x6 2x8 2x10 2x12 � � ww - omgav ] zw ® J05 ®� N 12" 14'S" 18'-3" 21'-8" 25'-6" ® w a w ❑ Ld w ® o U] ® U ❑ ma hah } wz o h N T34A 16 12'-6" 15'-10" 18'-9" 22'-1" LU Q a It Q N x w w In h - w JOG - 24" 10'-2" 12'-11" 15'-4" 18'-0" w h rn ® w h = z w ® z Q w J10 I® HT 26-2 HTU26®2J Z_ < 2 ® ¢ Q a It 1z w < ❑ L �J K om 20 L.L./15 D.L.#2 SYP U) ¢ h z h z w o z v X o p JOG TU26 T26 w " IWUzo ® o � o ¢ 7W KW1 �MTS12 CEILING JOIST SPAN SCHEDULE z ¢ X F ❑ 8 h ❑ - z w ❑ z � 7' 34' - J06 O.C. LUMBER SIZE W W 1j, z- `-' U � �, � z SPACING w ¢ a 2h ® _ - ww J06 2x4 2x6 2x8 2x10 zT > zQo � � Q0D04wo 1T04 HTU26J Z z ® oz > wmwa � �nzzrF Q r� r� J06 v 12" 11'-10" 18'-8" 24'-7" 26'-0" w w a W w❑ j¢ � w Q a [- U ® — 1®' 7' 16" 10'-9" 16'-11" 21'-7" 25'-7" Q y 4 z z m ¢ n w a o W ¢ J®3 O7 24" 9'-3" 13'-11" 1T-7" 20'-11" ® z w ¢ a 0 � 0 7 O x o ❑ Q J — J06 10 L.L./5 D.L.#2 SYP ® m I- ? cv a U1 ¢ ❑ M h U v 0 4 JO C) C �� LL 5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY SHEET NO.: BUILDER IN ACCORDANCE WITH FRC R302.12. ® T® 6. (2)2x8 NO.2 SYP BLOCKING BELOW CUPOLA ABOVE; �1 ® fl J05 hITU26 ATTACH TO HIP W/(4)10D TOE-NAILS+A35 ROOF FRAMING G C\I� C\I� N J03 �, J 7. •(2)2x8 NO.2 SYP BLOCKING BELOW CUPOLA ABOVE; 0- PLAN J04 S1 ATTACHED TO HIP W/(4)10d TOE-NAILS+A35 JOB NO.: o N N •CUPOLA TO BE ANCHORED PER MANUFACTURES TU26 L T24 Is SPECIFICATIONS Q AT1263 J03 r r � SUBDIVISION: J L� J L• j J T04 HTU26 J03 ® Atlantic beach ®� � JLL OG J04 � LOT No.: J06 J05 2nd Street N J05 (D FLOOR PLAN: JOG ® Custom 3 M J04 Z DESIGNED: r- N J 05 C.0 � J I°I/J M P D11J03 I® REVIEWED: CD x J04 TU26 L L T24 ®�M ° 5' REVISIONS DATE (2) S20 ® S20 �TSI2 (7 J03 i J03 v I� 00 1m- (0 M O T C) N co co co Ln LO C) c0 m � ® 0 ® ® N N N N ® C) V, N 00 c0 h 00 ENGINEERINGTRUSS z 2' 25'9" 15'2'° 24'6" 2'— ® O - UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL 69151 TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING TO THE TYPICAL WALL SECTION SHEET. ® ALL EXTERIOR WALLS ARE HELD SACK 1/2" FOR SHEATHIN Q ® 6900# DRAG LOAD APPLIED TO TRUSS T18 U ,ri. > RU( -.RAL T . C? JE[.!RI'NE RI `. Y rq 3L X21 T �p ­0 SECOND LEVEL "Ou v: OF k, DeCe(C•B elrl-aP.E. T L CONNECTOR ENGI I �� t s i I �1� 57 ,4'lo x;04 30-2015 "NOTE TO CONTRACTOR** 0 0 THIS U ATI UTILIZING U?T- ARCHITECTURAL DRAWINGS WHICHHAVE RI 0 PROVIDED BY THE UIL . ALTHOUGH A a) REASONABLE F T WAS MADETI THIS N N N co PLAN, I T IS T OR CONTRACTOR'S RESPONSIBILITY T CONFIRM ALL FOUNDATION Ld SICURBING, SLOPING I TO POUR. > 0 0 y 19'11°' cv 20'-0" N c� e� N ,® ® Cn � .� Cn - - - - - - - - - - J110 0 J11 iv WSP HDR-O/ � J12 J12 I I I z O J13 J13 I I � I T27 It w0 a z 20 iq aU Lo ❑ aZ ° a �; o o 2 2 STUDSLL LL w 2 4RC� Q � 1 W F- 0 W ❑ ® "' °oma T28 � ❑ � ? rz ® W' 0 ° nw- a 2 ANCHOR oc — 2 yap z w r - m J z ❑ Q � ww - omQaQzwo I U ® T28 Z awaw ° ® a -'0-w- 0Q� U) o � md } Ww wJma ° L aW � NOW ,T. = = W ® Ezaa *' NOTE TO FRAMER' T27 Q ° ° Z ® x ° 304 DO NOT FLITCH BETWEEN PLIES OF 3 m Q a a w z o ® zm ® c w 2x12 HEADER, FUR OUT AT INTERIOR FACE w w ° w X 4 u n Q a m_ a h w � QWaZzJ � zui � wZ OF WALL. NO ALTERNATIVE AVAILABLE. (3)2x12 CONTINUOUS HEADER J 12 J 12 T z Q ® – – a ❑ m Q w ❑ L -` UNDER DOOR (� Zooz >- v cnwa � � Zz � t= - - - J11 J11 4 TPaIZZT < cj ry Q [- < � 1 GARAGE DOOR DESIGN ® FznQ - nXOT wozQ 1'-101, 16'-3" 1'-102 WIND LOAD(PSF): +18.70/-20.99LL 20'-0" � A/ Z SHEET NO.: ® � N c'� d' '� d' ti' c� N � � P1 ' ® T® 9 1- ST-6 Q ***SPECIAL FRAMING"* 0 GARAGE PORTALFRAME ® JOB NO.: AT1268 -- rr r- - 1 /411 — r rr ROOF FRAMING PLAN 1 /4 if r rr SUBDIVISION: FOUNDATION PLAN 1 /4 ® Atlantic Beach Q LOT NO.: z 2nd Street FLOOR PLAN: ® Custom 3 ® DESIGNED: C) JH/JMP REVIEWED: LLI ®BM n- REVISIONS DATE LLI z LIQ Q z _® E X L� co -j N r . Q x :, Ij i 'D Murr�4.Xf� . METAL CONNECTOR ENGINEERING E.W.41457 04-30-2015 ® m TOP PLATE TO JACKlKING GROUP: TYPICAL ROOF DECK. SEE �(1)SDWC15600 SCREW AT OPENINGS U OR LESS. SHEATHING SPECS, SHEET ST-1 2x NO 2 SYP BLOCKING TO FIT `\(2)SDWC15600 SCREWS AT OPENINGS BETWEEN U AND 8' TIGHT BETWEEN TRUSSES, 36"< c<8' SEE PLAN OTHERWISE TRUSS OR RAFTER TO TOP PLATE W/ (3)10d TOE-NAIL @ EACH END, c SDWC15600 INSTALLED FROM BELOW BLOCKING MAY BE OMITTED PLATE AS SHOWN IN INSTALLATION#1 FOR HEEL HEIGHTS<9" BELOW. w H2.5A/T OR SDWC15600 UJ JACK/KING WALL SHEATHING TO TOP PLATE W/8d Q CONNECTOR TO INSIDE COMMON, SPACING PER TABLE 2 ST-1. 4" GROUP FACE OF STUD W 17) BETWEEN TOP OF WOOD PANEL AND d GD CENTER OF FASTENERS. C 2x6 NO 2 SYP BLOCKING AT FIRST N TRUSS OR RAFTER TO TOP PLATE TRUSS T TOP PLATE W/ E - CORN SS BAYS FROM EACH OPTIONS, UNO: TYPICAL TRUSS CORNER OF BUILDING. EACH SDWC1 600 OR H2.5A/T TYPICAL TRUSSBLOCK +H2.5A/T INSTALLED INSIDE FACE PLATE.TO HAVE(1)A35 TO TOP TRUSS OVER HEADER: C 00 TO TOP PLATE TO TOP PLATE �Y .SDWC15600 OF P TE AS SHOWN* CONNECTION TYPICAL CONNECTION TOP PLATE TO HEADER W/ 00 H2.5A/T OR SDWC15600 @ HEADER JACK\KING PROPERLY WIND LOAD RATED SOFFIT MATERIAL EXTERIOR WALL SIMPSON SDWC15600 @ MAX TYPICAL GROUP AND @MAX 32"O.C.,SDWC MAY BE CONTINUOUS @PERIMETER.SEE TABLE 1:COMPONENT TOP P TE TO STUD W/ TYPICAL 32"O.C. (SEE HEADER EXTERIOR WALL N INSTALLED TO EITHER FACE OF STUD,SEE AND CLADDING DESIGN PRESSURES ON SHEET ST-1. SDWC15600 OR H2.5A/T TYPICAL EXTERIOR WALL FRAMING NOTES ON SHEET INSTALLATION DETAILS BELOW EXTERIOR WALL ST-1 FOR ALTERNATES) 2x4 OR 2x6 STUD GRADE SPF OR STUD SPACING PER TABLE I MAXIMUM STUD ALIGNED DIRECTLY BETTER @ MAX 16"O.C. PER EXTERIOR WALL STUD SPACING. ROOF u- PLAN BEARING ONLY. BELOW TRUSS RAISED FEEL TRUSS CANTILEVER TRUSS HEADER FRAMING *SEE INSTAL TION#2 BELOW LIS T T ROOF-TO-WALL ALL F TIO ALTERNATE CTI AT ROOF TYPICAL ALL CTI L _ z (SECTIONS AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) L7 U Q SEE TABLE 2:WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS FOR TYPICAL STUD TO BOTTOM PLATE @HEADER SHEATHING SPECIFICATIONS WALL SHEATHING TO BOTTOM PLATE I STUD TO BOTTM PLATE @HEADER JACK/KING TYPICAL EXTERIOR JACK/KING GROUPS AND @ 32"O.C.W/ ' TYPICAL EXTERIOR OR W/8d COMMON @ 3"O.C. OPT.2x_LEDGER,ATTACH Uj WALL (2)SDWC15450 OR(1)SDWC15600,SDWC MAY GROUPS AND @ 32"O.C.W/SDWC15450, INTERIOR LOAD BEARING TO FLOOR TRUSS TOP Cn BE INSTALLED TO EITHER FACE OF STUD, SDWC MAY BE INSTALLED TO EITHER FACE OF WALL SPLICE WALL SHEATHING OVER CHORD W/10d @ 6"O.C. � 1 SEE INSTALLATION DETAILS BELOW STUD,SEE INSTALLATION DETAILS BELOW RIMBOARD. INSTALL(2)ROWS 8d COI ' ' Cn MMON NAILS ABOVE AND BELOW I BOTTOM PLATE TO TRUSS @ 24"O.C. ALTERNATE SHEATHING BOTTOM PLATE TO TRUSS @ 24" W/SIMPSON SDWC15600 CONNECTOR: ALTERNATE STRAP SHEATHING SPLICE. OFFSET ROWS � O.C.W/SDWC15450 BOTTOM PLATE TO RIBBON BOARD CONNECTOR: (MIN 1-z', MAX 5")AND SPACE NAILS EXTERIOR WALL 12"x MIN. 18 GAGE @ 4"O.C.STAGGERED. 0 0 W/10d @ 6"O.C. COVERING PER SPECS METAL STRAP @ 48" GABLE FLOOR TO LAP UPPER AND GAP PER APA RECOMMENDATIONS O.C.W/MIN(5)NAILS TRUSS BY OTHERS < LOWER LEVEL WALLS 12" CONTINUOUS 2x4 AS SHOWN. MIN(5) EACH IN UPPER AND 0e _ LOWER STUDS/HEADER RIBBON BaARD \ z NAILS PER STUD i I WALL SHEATHING TO BOTTOM PLATE W/ — — — — — — — — — — 8d COMMON,SPACING PER TABLE 2, ST-1 .MA THICK(MIN)OSB/PLYWOOD RIM TO MATCH FLOOR DEPTH 2x4 NO.2 SYP DIAGONAL BRACE @ 48" I-- ONTINUOUS 2x4 RIBBON BOARD WALL SHEATHING TO TOP PLATE W/ O.C. DIAGONAL BRACE TO FLOOR \ \ WOOD FLOOR gd COMMON @ 3"O.C. TRUSS OR DBL TOP PLATE W/(3)10d Nt X N TRUSSES BY OTHERS TOE-NAILS AT EACH END. w w Z 2 ® _ WALL SHEATHING TO TOP PLATE W/8d COMMON, SPACING PER TABLE 2,ST-1 .� r1 � ® Q a Z _ ' QLO ❑ rn ❑ wlaZ TYPICAL EXTERIOR WALL - LO 01 ® ❑ z F Z w '� ® n U ALTERNATE STRAP I TOP PLATE TO TRUSS @ HEADER � � a0 z ❑ JE JACKIKING GROUPS AND @ 24"O.C.W/ w v CONNECTOR. SEE EXTERIOR SHEATHING TO SPAN METAL FLAT STRAP 2ND LEVEL ALTERNATE4'® WSP RIM SOA D ® W a ® 0 O m W ❑ N m o SDWC15600 "METAL FLAT STRAP TOP PLATE TO TRUSS @ 48"O.C.W/ PARALLEL FLOOR TRUSS 0 a w a i rr �- 0 } w z p 2ND LEVEL STUD TO STUD TO TOP PLATE @ HEADER JACK/KING SIMPSON SDWC15600 CONTINUOUS ACROSS FLOOR SYSTEM STUD TO 1 ST LEVEL STUD SPLICE CONNECTION _ W 0 a ® a } w w N >- m ❑ z v 1ST LEVEL STUD" GROUPS AND @ 48"O.C.W/SDWC15600,SDWC _ h Q p y w w h - w w DETAIL I MAY BE INSTALLED TO EITHER FACE OF STUD, ALTERNATE L ®T LIT Z Q = ® � ® � Q I SEE INSTALLATION DETAILS BELOW STUD SPACING PER TABLE 3:MAXIMUM w a 2x4 OR 2x6 STUD GRADE EXTERIOR WALL STUD SPACING. ROOF FLOOR-TO-FLOOR UPLIFT CONNECTOR NOTES: TYPICAL EXTERIOR OR ® z a z w ® ? p w :3 a SPF OR BETTER @MAX AND FLOOR BEARING. 1. ALL SDWC SCREWS SPECIFIED ON PLAN OR TYPICAL WALL SECTION MAY BE OMITTED W/ALTERNATE INTERIOR LOAD BEARING WALL i a fy w U z 0 m N ❑ Q 2 w 16"O.C, UNO. SEE PLAN FLOOR-TC-FLOOR UPLIFT CONNECTIONS INCLUSIVE OF ALTERNATE THREADED ROD CONNECTOR PER z D% zIn a < Kw ❑ � � ❑ - Iw ❑ Z ADDENDUM Z F - Q1= wul_ i - 2. ALTERNA E STRAP CONNECTOR APPLIES TO 1ST FLOOR HEADER OR STUD STUD TO BEAM OR TRUSS @ 48" Ltd a I� 0 w X 2 w 0 0 w z TYPICAL LL TI UPLIFT TI 3. THREADS ROD OR QUICK TIE SYSTEM IS ACCEPTABLE OPTION IN ACCORDANCE WITH SUPPLEMENTARY O.C.W/12'x 18 GA. METAL STRAP z w Q w < 0 z o J U z m < w Z REQUIRED UNDER GABLE TRUSSES AND WHEREDESIGN B APEX TECHNOLOGY. ADDENDUM AVAILABLE UPON REQUEST. W/MIN(5)NAILS EACH IN STUD r r z Q ❑ - - a m ❑ Z Z w p AND BEAM � 0 ® ® z �" `` mwa ] � zz = - Z WwJQmz � �Q � � Q � � � COMMON TRUSS ® �g OR SPAN I 1 WOOD BEAM OR TRUSS � w Z p 7 t� w t� I- � a w U - GIRDER PER PLAN Q T < Z >- ZIQ0wa - OFQ �` ® � I- IZ � � V ] Zw0 wl- a ZL3 < gry07 S ® ❑ J MIN%"36 KSI \ \ ra1- z NacI ¢ ❑clrz0w ®ANCHOR BOLT(SEE OPTIONS)W/NUT AND 2" \ 0 SQUARE WASHER: MIN/z x10"L-HOOK THREADED ROD MIN/ Ox 6"TITEN HD MIN/ Ox 6"TITEN HD MASA TO TOP OF ®TWO STORY-STUD TO BOTTOM PLATE @ ANCHOR BOLT OR HILTI KWIK HUS-EZ OR HILTI KWIK HUS-EZ BOTTOM PLATE W/(6) Lt- SHEET NO.: •EACH SIDE OF OPENINGS ADHESIVE(OR „ z HEADER JACK/KING GROUPS AND @ 48" 10d x 1 /z +WITHIN 12"OF END OF PLATE SEGMENTS DO NOT USE J-BOLT AT APPROVED EQUAL) d T- O.C.W/SDWC15450 .MAX 48"O.C. OTHERWISE HOLD-DOWN +SINGLE STORY-STUD TO BOTTOM PLATE TO TOP OF WOOD 2ND FLOOR WALL TO BEAM OR HEADER 2'DPA,x 2z"MIN CONNECTORS PLATE < EMBEDMENT @ HEADER JACK/KING GROUPS AND @ 2x6 BOTTOM PLATE 2x4 BOTTOM PLATE � TYPICAL WALL APPROVED 32"O.C.W/(2)SDWC15450 a° STRAPPING METHOD FOR UPPER LEVEL FRAMING TO BEAM(OR GIRDER) WEDGE ANCHOR +SDWC MAY BE INSTALLED TO EITHER WALL SHEATHING TO PT SILL PLATE WITH a ° MASA TO SIDE OF D_ SECTION OR EQUAL @ 48" FACE OF STUD, SEE INSTALLATION 8d COMMON,SPACING PER TABLE 2,ST-1 �° a 4 BOTTOM PLATE W/(3) KING STUDS: EACH KING STUD TO BEAM/HEADER BELOW WITH � a 8"EMBED AT STEMWALL MSTA36(OR CS 18)WITH(18)10d. ® JOB NO.: O.C. MAX W/2" DETAILS BELOW a 10d x 1 z HEA R '.'BETWEEN BOTTOM OF PANEL 6"EMBED AT MONOLITHIC d ° / U SQUARE WASHER Q MONOLITHIC OR a MONOLITHIC S RWALLS: DOUBLE STUD AT SHEARWALL ENDS TO BEAM/HEADS AT1268 AND CENTER OF FASTENERS. MONOLITHIC OR a BELOW PER SW SHEAR WALL SCHEDULE ON SHEET Q STEMWALL FOOTING FOOTING ONLY ° MASA SET%"TO THE � as a STEMWALL FOOTING ° INSIDE OF SLAB. STA SUBDIVISION: MINIMUM 8'/MAX Y4'GAP BETWEEN ° PER PLAN * a APPROVED ADHESIVE a WHEN FLOOR SYSTEM EXCEEDS 16 DEPTH,USE SIMPSON CS18 ° Q d a BOTTOM OF PANEL AND TOP OF SLAB. ° \ OR EPDXY ANCHOR MIN. ° * O Atlantic Beach a a a a MIN. ° EXCLUSIVELY LL p \//\ q MIN MONOLITHIC OR ° 3 13%a° Q ° a MONOLITHIC \\/\ °. ° ° 134 PLAN WALL FTG PER a ° n a FOOTING ONLY ALTERNATE CTI AT FLOOR \\ \\/�\\�\\ \\/\\ ° a L02nd Street \/ ��//\ ° a ° %2" DRILL & EPDXY " O SCREW ANCHOR IN 2"" O SCREW ANCHOR IN a ° \ MASA ANCHOR ° // EXTERIOR SHEATHING TO RESOLVE Y2" J-BOLT ANCHOR a ANCHOR 2X6 BOTTOM PLATE 2X4 BOTTOM PLATE 0 FLOOR PLAN: ® a ® � \\ LATEWALL.TYPICAL,CALPLIFT DU I-IOEAR AT SILL T ®STI /i.�\ TY I L STT OM LA ��stcrn 3 DESIGNED: �H� TYPICAL L TI BOTTOM P TE ANCHOR NOTES: J MP TORY APPLICATIONS 1. ANCHOR REQUIRED ADJACENT TO EACH SIDE OF OPENING 2✓a'-23/a' (SECTIONS AT FOUNDATION ARE TYPICAL FOR ONE AND TWOS ) 2. TYPICALANCHOR BOLT SPACING IS 48"O.C.,SEE PLAN FOR NON-TYPICAL BOLT SPACING. REQUIREMENTS I-- REVIEWED: TYPICAL WALL SECTION NOTES: 3. MINIMUM(2)ANCHORS REQUIRED IN ANY SEGMENT OF BOTTOM PLATE. AN ANCHOR MUST BE PRESENT Pressure � DBI 1. ALL TOP PLATES ARE TO BE BUILT WITH (2)2x_ N0.2 SYP FASTENED WI(2) ROWS 10d 1 8" O.C. STAGGERED WITHIN 1 "OF THE END OF ANY PLATE 4. ALL BOL ANCHOR OPTIONS REQUIRE NUT AND 2"SQUARE WASHER .°,4 _°• .. :. treated sill �� 20 10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. '_�' `�`°��q"':� °��^°' •- •�•`_•"��� � REVISIONS DATE (UNO). MINIMUM 48 LAP W1 MINIMUM ( ) 2. 1ST AND 2ND FLOOR BOTTOM PLATES SHALL BE NO.2 SYP DUE TO FASTENER CAPACIITIES. 30 NOT REQUIRED UNDER JACK GABLE TRUSSES TYPICAL. SDWC1 5450 at sill plate connection 3. FLOOR-TO-FLOOR UPLIFT CONNECTIONS10° 0°Finish:BlackE-CoatT°" 4. SEE PLAN FOR ADDITIONAL NON-TYPICAL METAL CONNECTORS AT GIRDERS AND SHEAR WALLS Optimal 5. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NOT REQUIRED AT CRIPPLES BELOW WINDOW SILL BLOCK Note,Sill plate anchor to foundation not shown for clarity. W SDWC INSTALLATION A PROVIDEDY SCREW MANUFACTURER SDWC STUD-TO-SILL PLATE CONNECTION � "NOTE TO FRAMER" "NOTE TO FRAMER" W MAX(1)SDWC TO NARROW FACE OF MAX(1)SDWC TO NARROW FACE OF EACH STUD, (2)SDWC TO NARROW FACE EACH STUD, (2)SDWC TO NARROW FACE z OF STUD REQUIRES 2 STUDS co OF STUD REQUIRES(2)STUDS O Optimal 22%z° /�"ruin 40� n �'�"rrin 'a" ' 0° Rafter or Truss n 0 . . 10° %Z'minimum Optimal 22%° r I® 30°Max 30° edge distance SDWC15450 (,] "Min for full values Splice may be in 30° 10° 0° LL_ E X (with or without upper or lower M I T EDGE Do not install SDWC in a plate splice) plate DISTANCE hatched area \� STRUC U,�AL SDWC15600 Offset 3" /-/a° ENGINE RIN I Offset%a' from �• ; R �I %z°Min top plate splice h y Overhan 1 3/4"Max for full values DISTANCE 2E Its �' SD C15600 Note,Sloped-roof rafters may be sloped u to and including a SDWC15600 Rafter to To Plate shown SDWC15600 (1)SDWC (2)SDWC U p y p p 9 P SDWC15600 � V SDWC15600 12:12 pitch and must be"birdsmouth"cut. SDWC15600 Truss to Top Plate similar Note:Stud-to-Bottom Plate shown.All other installations similar. > \ t 3 - AT L , t SDWC MIN. EDGE DISTANCE FOR TOP PLATE SPLICE OPT.SDWC STUD-TO-TOP PLATE �� SDWC INSTALLATION RANGE q ry OPT.SDWC STUD-TO-SILL PLATE CONNECTION 3 SDWC EDGE DISTANCE AND SPACING INFORMATION' STA�UDARDSDWCROOFTOWALLINSTAl�A710N 1 STAN®ARDS®WCROOFTO WALL INSTALLATION 2 OPT.SDWCINSTALl.ATION-TR AUGNEDWITHSTUD 2� OPT•SDWC INSTALLATION RANGE 3 (SIM FOR STUD TO TOP PLATE CONNECTION) 4 CONNECTION THROUGH NARROW FACE AT NARROW FACE OF STUD I G THROUGH NARROW FACE AT FDN 3 per k BwMu'ArXay�P E � 1 TAL CONNECTOR ENGINEERING ��aI>> 3�12A�1.5 16' MAX ROOF DECK (1)DIAGONAL BRACE PER(10)TRUSSES APPLIED TO 1 2x NO 2 S`rP NAILER FASTENED 7 Y4"MAX OPPOSITE:;IDE OF WEBS. DIAGONAL BRACE APPLIED AT TO DOUL LE TOP PLATE W/12d 2x4 N0.2 SYP CATS @ 12"O.C. TRUSSES PARALLEL TO WALL: ROOF TRUSS COMMOI`� @ 3"O.C.AND TO(1) FASTENED TO DOUBLE TOP PLATE 2x4 NO.2 SYP NAILER TO 2x4 SPF(MIN) NAILER FASTENED OR RAFTER APPROXINjF\TE 45 ANGLE TO NO LESS THAN(3)TRUSSES. ADJACE;"T TRUSS W/(1)ROW W/(4)12d COMMON AND TO EACH BOTTOM CHORD OF TRUSS TO DBL TOP PLT W/10d @ 3"O.C. 2x4 SPF(MIN)BLOCKING W/10d COMMON 3"O.C. BETWEEN EACH TRUSS. (CONTINUOUS LATERAL 1 11 IRESTRAINT II OF 12d COMMON @ 3"O.C. ADJACENT TRUSS W/(3)10d @ (CLR). QUANTITY AND LOCATION COMMON TOE-NAILS. TRUSSES PERPENDICULAR TO WALL: FASTEN TO BEAM w/10d @ DEFINED BY TRUSS SHOP DRAWING. 2x4 SPF(MIN)BLOCKING 4"O.C. TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD BETWEEN EACH TRUSS. FASTEN TO DBL TOP PLT W10d @ 4"O.C. TRUSS TO PORCH EI BEAM W/SDWC15600 1/1s"OSB SHEATHING FASTENED FASTEN TOP PLATE TO EACH FASTEN TOP PLATE TO EACH TO NAILER W/8d COMMON @ 3" OTHER WITH(2)ROWS OF(4)10d OTHER WITH (2)ROWS OF(4)10d O.C.AND TO DOUBLE TOP PLATE COMMON BETWEEN EACH STUD COMMON BETWEEN EACH STUD W/8d COMMON @ 3"O.C. 3/"OR THICKER CDX APPLIED TO EITHER IF LATERAL RESTRAINT MUST BE OR OSB FASTENED TO SIDE OF WEBS MADE OF MORE THAN ONE PIECE, N FASTEN TOP PLATE TO EACH TRUSSES, RAFTERS DO SO WITH OVERLAPPING BRACES � OTHER WITH(2)ROWS OF(4)10d 2x WALL FRAMING OR BLOCKING W/8d LIKE THIS(TYP EVERYWHERE) ' 7/1s"OSB ATTACHED TO STUDS '/1s"OSB ATTACHED TO STUDS COMMON BETWEEN EACH STUD COMMONS @ 3"EDGE, PORCH BEAM � WITH MINIMUM 8d COMMON @ 3" WITH MINIMUM 8d COMMON @ 3" 7 12"FIELD. O.C. ON EDGE, 12"O.C. IN FIELD. O.C. ON EDGE, 12"O.C. IN FIELD: /s"OSB ATTACHED TO STUDS Cn WITH MINIMUM 8d COMMON @ 3" PORCH BEAM TO POST: 00 O.C. ON EDGE, 12"O.C. IN FIELD. WOOD STRUCTURAL (1)MSTA24 SHEATHING POST TO SLAB: ABU POST BASE ANCHOR TRUSSES NEEDING BRACING N 04 a) OPTION 1 OPTION 2 OPTION 3 OR DTTZz TYPICAL PORCH SHEATHING DETAIL (UNLESS NOTED OTHERWISE) LATE L D CI G ® MULTIPLE TRUSSES IL THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 N0.3 SPF OR BETTER(UNO). �j INTERIOR SHEARWALL DETAIL UNLESS NOTED OTHERWISE. 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY _j 1. FOR TRUSSES THAT SIT DIRECTLY ABOVE THE WALL, FASTEN TRUSS CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. BOTTOM CHORD TO DOUBLE TOP PLATE WITH 10d AT 4"O.C. 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS > 0 2. THIS INTERIOR SHEARWALL DETAIL IS INTENDED FOR USE IN AREAS WHERE NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. 0 THE SHEARWALL RUNS PARALLEL TO THE TRUSSES.THIS IS A PREFERRED 4. ALL FASTENERS SHOWN ARE.131"x 3"LONG(UNO). ALTERNATIVE TO FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK. 5. DESIGNED PER BCS(-B3,2007. KING AND JACK STUDS U PER ENGINEERING - - - CV GARAGE DOOR BUCKIJAMB NAILED TO STUDS W/(2) 16d COMMON OR 12d CC NAILS16"O.C. CONTINUOUS LATERAL RESTRAINT WEB Cn °� s'MAxs°MAxs°MAX BRACE SUBSTITUTE WEATHER STRIPPING/STOP WEB MEMBER SPECIFIED ALTERNATE BRACING W GARAGE DOOR SIZE CLR T OR L SCAB 17- Cn ROOF DECK, SEE TYP. o 2x4 1 Row 2x4 (1)2x4 WALL SECTION -7 T-BRACE FASTENED TO 2x4 2 ROWS 2x6 (2)2x4* 0 TRUSS TO TOP PLATE w/ C) 0 ROOF TRUSS -------------- WEB W/10d AT 6"O.C. 2x6 1 ROW 2x4 (1)2x6 2x6 2 ROWS 2x6 (2)2x4* SDWC 15600 2x8 1 ROW 2x6 (1)2x8 2x6 SYP GOAL POST ATTACHED 2x8 2 ROWS 2x6 (2)2x6* 2x4 N0.2 SYP DOUBLE NOTE: TO STUDS W/(2)ROWS OF 3-/" L-BRACE FASTENED TO TOP PLATE. GALV DECK SCREWS @ 12"O.C. IN LIEU OF SPECIFIED DECK SCREWS FOR WEB W/10d AT 6"O.C. 7' GOAL POST ATTACHMENT,THE GARAGE DOOR SUPPLIER MAY SPECIFY FASTENING SINGLE TRUSS BRACING GARAGE DOOR TRACK ATTACHED PATTERN OF THE GARAGE DOOR TRACK 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL U PER MANUF WRITTEN DIRECTLY TO THE KING AND JACK STUDS, RESTRAINT(CLR)IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE LO > a 2X4 NO.2 SPF STUDS @ SPECIFICATIONS THROUGH THE GOAL POST. SCAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED. [,- w 0 a Q , p ❑ 16"O.C. WEB W/10d AT 6"O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING,OR L U N ® ® w a Q z *IF(2)BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. a ❑ -z 3: CJ � H ❑ w p SHEATHING OVER STUDS. EACH STUD TO TOP PLATE GARAGE DOOR JAMS DETAIL REQUIRED,APPLY(1)BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE,SPECIES,AND ❑ I- Z r.3 M ❑ ® n M 0r SEE TYP,WALL SECTION W/SDWC15600 s"MAX _j6"MAX Js"MAX TO EACH FACE OF WEB. GRADE AS WEB TO BE BRACED. Q r a W® Z O m Q w Q ] w EACH STUD TO BOTTOM PERMANENT WEBS GING ® n a o W W � ® o �' �' a PLATE W/SDWC15450 SHEATHING OVER TRUSSES, SEE TABLE 2, SHEET ST-1. N0.2 SYP BOTTOM PLATE FASTENED a ❑ a fq w w w ) N m E w o SHEATHING TO 2x4 NAILER TO GIRDER TRUSS TOP CHORD W/ z Q c o W v T = W o z ¢ z ® to FF- _ Xzw � a WI 8d RINGSHANK @ 6"O.C. (2) ROWS Y4"0 x 4Yz' LONG SDS U) ¢ r Z w ❑ Z w a ❑ - ❑ w I- Zaw - pX J - a SCREWS @ 24" O.C. STAGGERED C® ❑ ¢ aW ❑ ZO ° Z [noQ7w zZaX[wp ❑I- za ❑- - 7 � 0Z 2 JACK STUDS, 1 KING STUDS w IJj w Z w w Q w n n ? w LL a z GIRDER TRUSS TOP CHORD Z 2 >- III Q 0 - _ a U 0 0 Q w 3 JACK STUDS 2X4 SYP NAILER TO GIRDER TRUSS HTT5 uIII® J Q z �' w Q � Z 3 2 Q TOP CHORD W/(2) ROWS 10d @ 8"O.C. FASTEN STUD TO o wLU ? ❑ � ❑ wC7H rn � � w � � w _ CORNER STUD GROUP ® N raa Q L-I_ v � O z O w a KNEEWALL OVER BEARING WALL W/(2)ROWS 1od@6" . ❑ wZa . QF- -� 0 . z ° ❑ J HEADER PER PLAN O.C. STAGGERED.OMIT o '7x ® ,- w F - 3 N a rn Q ❑!� o- _ ❑ v NAILS AT BOTTOM 24" _j OF STUD FOR HTT5 LL SHEET NO.: SWB1INSTALLATION HTT5 ® ®7 FASTEN SHEATHING TO FRAMING I- FASTEN DBL STUDS AT END MEMBERS W/8d COMMON @ 3"O.C. < STRUCTURAL OF SHEARWALL AND KING AS SHOWN sruDswi(1)MSTA24 WALL SEGMENT PLAN VIEW DETAILS (TYPICAL FOR EACH WALL SEGMENT, NOT TO SCALE) ® AT1266 NO PANEL SPLICES Q TOE-NAIL MIN 2x6 NO 2 SYP BLOCKING 2x4 NO.2 SYP BLOCKING BETWEEN ® SUBDIVISION: BETWEEN TRUSS TOP CHORDS W/ OUTLOOKERS. FASTEN EACH : (3) 10d EACH END BLOCK TO ROOF DECK AND DBL m o . . . . . . . 0 w Atlantic Beach FASTEN 2x4 NO.2 SYP DIAGONAL TOP PLT W/8d COMMON @ 3 O.C. BRACE TO BLOCKING W/(6)10d ROOF DECK NAIL THROUGH 7/16"OSB INTO SPF OR _ • • o HEADER TO BE CONTINUOUS TO 2x4 SYP OUTRIGGER @ 24"O.C. BETTER FRAMING WITH 8d @ 3"O.C.(TYP U) LCLIP TO GABLE TOP CHORD W/ AS SHOWN). ® r • KING STUD W/ NO FLITCH PLATE LOT NO.: (1)H2.5T W!(10)8d x 1-1" I~- w CL ®, FASTEN SHEATHING W/8d Z 2nd Street z � COMMON GRID PATTERN @ 3"O.C. 0c� � .®.: .. FLOOR PLAN: 9c 9 GABLE TRUSS DBL CROSS PLATE ABOVE AND ww Cr z •. EACH WAY,AS SHOWN C� +jam BELOW OPENING TO DBL 2x4 Q `C :•• O Custom 3 2 BLOCKING W/(2)CS18 W/MIN(9)10d U z � •• • SHEAR PANEL TOP PLT TO HEADER � 24"LONG 2x4 NO.2 SYP SCAB cn O O APPLIED TO GABLE VERTICAL EACH END OF EACH STRAP(TYP AS z •° W/(2)ROWS 10d COMMON @ 3" Z DESIGNED: W/10d AT 3"O.C. -. SHOWN) °° O.C.STAGGERED _j w ® ®• .® JACK TO HEADER WITH MSTA24, (2) U J H/J M P CL •• •• TOTAL AS SHOWN REVIEWED: 2x6 NO 2 SYP DIAGONAL BRACE I--2x6 NO 2 SYP DIAGONAL BRA'E FASTEN STUD GROUPS TOGETHER •° °° 2x4 BLOCKING AT PANEL SPLICE w ® M (SEE PLAN FOR LENGTH) I I W/(2)ROWS 10d @ 8"O.C.,STAGGGERED '• " FOR EDGE NAILING, EDGE NAIL •UP TO 8FT SINGLE 2x6 ONLY FASTEN(1)SIMPSON HGA10 RACE SHEATHING AT BLOCKING Q REVISIONS DATE •UP TO 20 FT,2x6 W/2x6 T-BRACE I ®® CONNECTOR FROM THE DIAGONAL WALL END STUDS TO TRUSS/WALL ®® ®® FASTEN ALL MULTI-PLY STUD BRACE TO GABLE VERTICAL FRAMING BELOW W/(2)CS18 W/MIN(9) +® .® GROUPS W/(2)ROWS 10d COMMON10d EACH END OF STRAP,TYP(2)PLACES LU LU ' °° @ 8"O.C.,STAGGERED VT'Vzv FASTEN 2x6 NO.2 SYP "T-BRACE"TO DIAGONAL ®® Uoo BRACE W/10d @ 3"O.C. I I I EMBED ( 2x4 NO.2 SYP BLOCK CONTINUOUS N HTT5 HOLDDOWN W/6" z 8'-0"ORAS SHOWN ON PLAN I ( BETWEEN DIAGONAL BRACE �® de EMBEDMENT FASTEN TO DBL TOP PLATE W1 10d a 2x4x8'-0"NO.2 SYP LATERAL I I AT 3"O.C. 0w BRACE @ 48"O.C. FASTENED I t: .. ' 4, TO EACH TRUSS W/(3)10d to .. I I I KING STUDS TO TRUSS/WALL FRAMING d •• `� BELOW w!MIN(9)10d EACH END SWSI-SPECIAL SHEARWALL DETAIL I I OF STRAPP,,TYP TYP(2)PLACES �®® _ FASTEN(1)SIMPSON HGA10 BRACE CONNECTOR _j L®� SHEATH ONLY ONE FACE OF WALL FROM TO DIAGONAL BRACE TO GABLE VERTICAL UNLESS NOTED OTHERWISE ON PLAN. a . - Im' GABLE TRUSS TO TOP PLATE CONNECTION DBL TOP PLATE PER PLAN ELEVATION VIEW U 1. FACE NAIL GABLE BOTTOM CHORD TO 'EX CONTINUOUS BLOCKING W/10d @ 8"O.C. (TYPICAL FOR EACH WALL SEGMENT) U- Q 2. STRAP TRUSS TO TOP PLATE WITH MSTA12 W/(8)10d @ 48"O.C. OR TOP PLATE TO EXTERIOR WALL PER PLAN STRUCTURAL •FASTEN SHEATHING TO FRAMING MEMBERS W/8d TRUSS BOTTOM CHORD W/SDWC15600 COMMON @ 3"O.C.,AS SHOWN ENGINE RIN •FASTEN SHEATHING W/8d COMMON GRID PATTERN INSTALLED VERTICALLY O WALL SHEATHING PER PLAN @ 3"O.C. EACH WAY,AS SHOWN `a a� •FASTEN REMAINING SHEATHING W/8d COMMON @ 3" o GABLE ANGLE BRACING DETAIL (W/ HGA10) O.C. EDGE, 12"O.C. FIELD U 1) MAX.TRUSS SPACING=24"O.C. L41 2) OUTLOOKERS, BLOCKING 8,CLIPS MAY BE OMITTED FROM OVERHANG PORTION OF DETAIL FOR - NON-DROPPED GABLE TRUSSES W/12"OR LESS OVERHANGS. P®RTAL FRAME ®ETAIL 3) L OR T BRACE VERTICAL REINFORCEMENT PER TRUSS ENGINEERING NOT SHOWN FOR CLARITY. IL � �Uerek� ,�tluTray E�TAL CONNECTOR ENG( EE IQ 7145� . /,-94-30QQ 5�.,.• '.:�' i N BUILDER: N m Ossi CD W I ~ ~ ~ ~ ~ LL LL LL LL ~ ~ ~ ~ ~ SUBDIVISION: 5= Atlantic 'sps �1 >3 LOT NUMBER: —10 10- MODEL: o N N N N N N N ^ CUSTOM DESIGNED/CHECKED: m m v, � v, co U) � > 3 3 3 3 _ T 2" DG J KC/DB J — N FG04 F01 FGE01 12 FO' N FGE02 THA47.2 FO THA422 THA422 FO 1 F04 THA422TwEnuss N THA422FO I F04 THA422 A DIMMNyO THA422 F01' NFQ4 THA422 ®yJdr THA422 FO I_ F04 THA422 N THA422 FO .. I F04 THA422 0 N THA422 FO 1-1 E04 THA422 N THA422 FO _ THA422 N THA422 F01 _ F04 THA422 1'6" THA422 THA422 F° f N p THA422 FO THA422 THA422 E PEA 12" FGO5 HTU26-2 HTU26-2 _ FG06 ry ��I® N F05 THA422 THA422 F03 N FOS _ F03 j N THA422 THA422 F E = This drawing is not sufficient ° alone for installation. N THA422 THA422 F08 THA422 Additional InStrUCtIOnS F06 — 1 FGE06 iv THA422 09 THA422 �2 accompanying this drawing, THA422 LL including BCSI-B1, should be o THA422 Fos THA422 used in conjunction with the STAIRS LL THA422 F10 N I architectural and struc11 Fr)r tural THA422 F I THA422 N FGE07 plans during installation. If — BCSI-B1 has not been 19'11" � 1' Ell HTU26-2 HTU26-2 FGOS shipped to the site with the y✓�9 c �� 1'6_ F11 THA422 THA422 F12 components shown on this THA422 THA422 F12 page, please contact Apex J11 N F1 F1 Technology for a free copy. J1 N F13 Permanent bracing for the _ J12 ""4J1 I F13 F1 building, including bracing to resist wind, . J13 J1 O , or other F13 F1 m lateral forces, a dl permanent . - T27 N F1 N — F13 _ ___ ____ ___ _-bracing for all structural T28 F14 elements, is the responsibility 1 P13 of the En ineer of Record for T28 F1 N I F13 the,str cture or the building T27 F1 desi' gr .pets NSI/TPI 1- i V FGE04 .� 4 J13 J1 N 1 11"LED ER p Q� aha tet f� S N Q gr— j� J12 J1 SO2' 2' 2' co 6' 3rm a v v m N tiI CONVEN �U' ti ir, u� �n �n cn co �N s� fn fs 18'0"8 I1 q 34'11 N Ak �.a ALL EXTERIOR WALLS HELD BACK 1/2"FOR SHEATHING FLOOR TRUSSES STUBBED 3/4"FOR CUP DESIGN APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APE TECHNOLOGY INC., A FLORIDA CORPORATION FBPE CA NO. 7547-4745 SUTTON PARK COURT,STE. 402 JACKSONVILLE , FL, 32224-904.821.5200 04-29-2015 __ E BUILDER: Ossi SUBDIVISION: [-2-1-1 2-Y -� 10'5" I 12'3" I-2 I Atlantic y✓� o o °° � pt rk'� LOT NUMBER: y✓ o 0 0 0 °� _"9': 3 MODEL: 02 N oJ03 J03 CUSTOM I_ o o J03 DESIGNED/CHECKED: J03 J04 04A J04 J04 KC/DB HTU26 HTU26 ter` JOS LUS26 03 LUS2 J05 F- _ T05 = T06 T07 A DIMEI®NOF a �itiJEl�®j TS N T08 N T09 T10 T11 I T11 I y✓ T11 �^° I OQ � � T11 T12 HTU2jZ b J16 !A!!PP! LE X U26 T13 J16 U26 T14 J16 This drawing is not sufficient _ HTU26 alone for Installation. T15 J16 iNn HTU26 Additional instructions T16 J16 accompanying this drawing, I T17 H 26 J16 including BCSI-B1, should be ` T18 H 26 J16 6900#DRAG LOAD APPLIED TO T18. used In conjunction with the REFER TO SHOP DRAWINGS AND architectural and structural STRUCTURAL ENGINEERING FOR plans during installation. If T11 ADDITIONAL INFORMATION BCSI-131 has not been T10 y✓,o shipped to the site with the T09 components shown on this T08 page, please contact Apex Technology for a free copy. T07 Permanent bracing for the T06 I 6'11° I building, including bracing to y✓ N N °^ resist wind,seismic, or other T19 lateral forces, and permanent N HTU26 ' _ 11 . Jos bracing for all structural Tzo __ _ I _ Hr 26-2T3z N r Jot elements, is the responsibility HT026 J09 I J01 M T20 1 > H 26 OPEN TO = `" Tot of the Engineer of Record for T21 j j H NM ABOVE FN Jo3 I Z. T0t the struc re r the building F F N~ N rz2 = F 26°' J01 Jot design` r, per SI/TPI 1- = T33 y •:2002 �haptef 2. J08 U26 T23 TU JOB o 0 0 ✓08 w . _ '' `t" J08 Jos a , WJ04 04A a in p^ N N y✓ ,'z` � J3„s.i ,� :YJ ._ - J03 N J03 N 03 JO 0 0 •S✓O L � �I O O N O O O 2' 3'— 101511 3' 9'11" 6111„ 2' 41 38'11" ALL EXTERIOR WALLS HELD BACK 1/2' :OR SHEATHING APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA NO. 7547-4745 SUTTON PARK COURT,STE.402 JACKSONVILLE , FL, 32224-904.821.5200 04-29-2015 A RCHITECTURAL SHINGLES OVER 2 t LAYERS OFROOF UNDERLAYMENT N OVER ROOF SHEATHING 12 ARCHtlECTURAI SHINGLES OVER _ LAYERS OF ROOF AYMENT _e----_ OVER ROOF ROOF SHEATHINGTHING } ARCHITECTURA1.51-INGLES OVER 2 > �' 2U-O LAYERS OF ROOF UNDERLAYMENT PRE-E IG WOOD \I Q m OVER ROOF SHEATHING I 1 \TRUSSES 7 WP GIFTROO I L I� A ELEV:9-)'_ co I <,.:,:..,. ._.:,__. ............ �...::.�...,..,._ ,..,..»�,..;� ____- ____ __-_ __-__- r�PIATE HEIGHT •• , GFI GFI LATHEIGHT i I I 'I ' _ _____ ,.y�ELEV:9'I" ' 2x4 FRAMING, i I f i 1 i - W PE i SEE STRUCTURAL10 I 11 i Y"GWB ON ROOF GALV.EAVE FLASHING -_// 1 II II TRUSSES CONC.SLAB, I I q G SEE STRUCTURAL _ i I - HURRICANE CLIP.SEE ' OR _ I j OIAI L TYP. STRUCTURAL PJ.2x6 FASCIA iGARAGE I 11 1 2-24 TOP PLATES,SEE cuP DECORATIVE 11 STRUCTURAL SOFFIT 1 / / C FI WPRGFIII II Y,"GWBON 2xd TYPTYP. . FRAMING,SEE HARDI LAP SIDING RO VER TYP. STRUCTURAL W.R.BARRIER OVER _ WALL SHEATHING 7 I I --F----� Y"GWBo-E ! Z J 1 sreucrLIALE ROOF EAVE DETAIL <( � WPGFIIi I Ii I - J <i GFII 2'SLOPE ICI II it 1/4"=7'-0" 6r12 �1 NARDI LAP SIDING OVER ♦•- I I W.R.BARRIEROVER tl.} I I I II WALL SHEATHING Q (D 5 Y - WP GFI //Pn� z �ORIYEWA _-_� ' V O F ' CONC.SLAB& SI2 'BEMIEW` FOR Coin © P i:;7TY` ACE SLOPE FOOTING,SEE A-4t < >LLJQ � STRUCTURAL gr ix D GARAGE FLOOR EL.SCH.PLANS ROOF PLAT! L t!a"=r-o" By. ..,, REVIEWED �. w < ass O ® at TYP.MALL SECTION _ Z "' w U U C 7 O o Q 7 - 3'LAPSONTYP. _ n-c 4. G"LAP SIGN 3,7YP- I -' C DECORATNE TP.IM, { { PAINT WHITE - oK DECORATINE BRACKET, W BASIS OF DESIGN: C t SIDE R. "SPECTIS"BL 2461-IS SE SSCHEULE r sw o_ f CONC.PAD GARAGE DOOR �� 6"lAP SIDING.TYP. SEE SCHEDULE 1 __ FRONT ELEVATION LEDT SIDE ELEVATION REAR ELEVATION �RGHTELEVATION JOB No. ---Tla..=t._o» ta'�t'-o^ -- -- Va^=7'-0' --------- DATE 04/30/15 DRAWN OV CHECK OV C Copyright 2015 Ogy Design,Inc. ARCHITECTURAL SHINGLES OVER 2 N LAYERS OF ROOF UNDERLAYMENT 'n OVER ROOF SHEATHING 12 ARCHIT ECiU RAL SHINGLES OVER 2 c,\), M LAYERS OF ROOF UNDERLAYMENT v– b > OVEP.ROOF SHEAT NTNG > � ARCHITECTURAL SHINGLES OVER.2 _ 2U D LAYERS OF ROOF UNDERLAYMENT PRE-E G WOOD I —_ OVER ROOF SHEATHING – -- ROOFiRUSSEt El – dj W P GFI _ _ _ _i t _ ___– Pt–tP LATE HEIGryi Ctrl I T I ____ I � _ --__ L–�BGH7 r _____ '�- E EV 9 I FG11 Go li I� , \ o GALV.F_AVEFUSIFF �� I I _– _–__–_ Y"GWBON ROOF I 1 II II g TRUSSES I I 1 I 1 A.G HURRICANE CLIP,SEE -I?6 FASCIA :IEI' IA B. 1 I I Typ_ STRUCTURAL L I I 2-2x4 TOP PLATES.SEE 1 – I I I DECORAIIVE I STRUCTURAL SOFFIT GE I I cupou__ Iy"GWB ON 2x4ARRIER OVER Gfl WrGn TYP. FRAMING,SEE WAR,BuPSIDING OVER / / W.R. SHEATHING / STRUCTURAL WALL SHEATHING I TYP_ I� I / It I 11 A-G �I Iii Z J lfttlt I i Y"Gwe oN 2xa –1 1 II I I______________--- -----r I II STIT RUCTURAL RAMING,SEE RO®F EAVE�ETAlL 0 < t TYP 11 HARDI LAP SIDING OVER � �' 11J WF GFI 1 2'SLOPE \ IGH II 6:12 It W.R.BARRIER OVER 0 }' Q GFII TI WALL SHEATHING /�/'.'��! I I \ I I I I _! \\ i It _ _ II t: , Z I ___ –– – __-- _____ ____ ____ 1.1_1 Z O I — I _, C) O L_ ____________________________ WP GET 1'- 777 F— M. Q LLJ DRIVEWAY— _—— --- CONC.SLAB& 2 "i N FOOTING,SEE ____ —._ A-4.1 A t\ � SLOPE STRUCTURAL `l Lli � / ' ROOF PLAN \ \ r0 1 GARAGE FLOOR R EL.SCH.PLANS �, CL Lu Z s lu o TYP.�!ALL SECTION N va T(4.._T.-O.. '� u � a p � � 3"uPSID NG AG TYP. 1 - –.•�.' Z 6"LAP SID NO.TYP. ; 6"DECORAT IVE TP.I_1f_\ ��E�LE_V�:9'-I" PL4�P iE HFIGNi ,_ - SEE SCHEDULE DECORATINEBRACKEI. BASIS OF DESIGN: "SPECTIS"BL 2465-15 ,, " CONC.PAD I I VV_�:0'-0'_ GARAG FLOOR { 6"tAP SIDING.TYP. GARAGE DO R ;D RIGHT SIDE ELEVATION JOB No. SEE SCHEDUL -- LEDT SIDE ELEVATION REAR ELEVATION _--__-_- FRONT ELEVATION Dare oa(so/ls DRAWN OV CHECK OV Copyright 2015 ' Ogy Design,Inc t ,F Fzuz S � .SN ARCHITECTURAL SHINGLESVER2N LAYERS OFftOOf-UNDERLAYMENTNi � OVER ROOF SHEATHING 12 ARCHITECTURAL SHINGLES OVER2 LAYERS OF ROOF UNDERLAYMEN7 In 6 OVER ROOF SHEATHING ARCHITECTURAL SHINGLES OVER LAYERS OF ROOF UNDERLAYMENT PRE-E G WOOD I 7' _ OVER ROOF SHEATHING ROOF TRUSSES I 2 r WPGFI I _ ! ELEV:9'1" --- --; - ----1 •• --_ _ _ __-___ _ PLATE HEIGHT .. 1., O _ _ _ _ - - ELEV.9' _ ___ _-_- "TE NIPQ7) 1 1 I I I GALV.EAVE FLASHING <'••GFI _ Y"GW BON ROOF 2x4 FRA"ING,-- IO I I -- g TRUSSES Iry� SEE STRUCTURAL I II A-G I I HURRICANE CLIP,SEE p,72x6 FASCIA i l i l TYP. STRUCTURAL I ONC.SLAB, EECSTRUCTURAL LJ. II II 2-2x41 US,SEE STRUCTURALRAL SOFFIT DECORATIVE I GF' / GARAGE � ''. I II CUPOLA II I Y"GW B ON 2x4 HARDI LAP SIDING OVER I I I �i 'I FRAMING,SEE W.R.BARRIER OVER I GET WMON TYP. STRUCTURAL I 612 I I WALL SHEATHING TYP. II 1 i _ 1 II A� _._11 IIT z J GW B ON 2x4 FRAMING.SEE ROOF EAVE DETAIL Q I 1 srRuciuRAl i II II HARDI LAP SIDING OVER C TYP. I W.R.BARRIER OVER p o WP GFI GFII 2"SLGPE \ IGH I 6:12 I I WAIL SHEATHING I I \ \ I f-- \\ LL N Z _ _-___ --_- L�LIQ� O z 3 F- _ --, I I- U ------------ Q � � \ ______________ \NP OF[ SIM. � / � i. DRILLJ VEWAY _ -__- CONC.SLAB& 2 i i-0OTING,SEE L.l 'J STRUCTURAL W SLOPE I (n �. U N >i ii i � RAGE FLOOR EL.SCH. PLANS � ROOF PLAN M GA U4.._,._o.• i� tu Z _ 0 t L O TYP.WALL SECTION TYP. 3 N 2L Li _____ A-4.2 _ Tri. �" •,.�v DECORATIVE CUPOLA.BASIS OFDESIGN: / "SPECTIS"2I 25 CUPOLA 21'1N x 25aH I 1 TYP. i 3,.LAP SIDIF G 0 LAP SIDI a 6DECO PAINTRATIVEiRIM, PAINT WHfIE PLA`P iE HEIGHT S ULE I, IIEUE DO-- DECORAT`lE BRACKET BASIS OF DESIGN: "" F "SPECTR BL 2465-15 z 3_ —— — CONG. ,sU6'LAP SIDING,TYP. L GARAGE FLOOR -———————— GARAGE DO R �D _ SEE SCHEDULE REAR ELEVATION 6 RIGHT SIDE ELEVATION JOB No. FRONT ELEVATION LEDT SIDE ELEVATION 4. p"o.. DATE04/30/15 _ DRAWN_ --OV d CHECK OV ©Copyright 2015 Ogy Design,Inc. aF