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1515 Ocean Boulevard New Home 2013 DESIGN CRITERIA AND LOADS TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS TABLE 7: METAL CONNECTOR SCHEDULE SHEET INDEX NOTES 1.4,5,6 ST-1 ....STRUCTURAL SPECIFICATIONS - ST-2 .... ..._FOUNDATION PLAN NOTES 3,4 HNI (8)Y'x 7 Y•SDS SCREWS IN STUD .... CS18 (9)104 COMMON EACH END OF STRAP ST 3 ....1ST LEVEL STRUCTURAL FRAMING PIAN Build'rp Cade om I STUCCO AND DIRECTLY MIN l/•32116 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR(1/6 24!16 3e•0 x 4 i"EMBED EPDXY OR SCREW ANCHOR STs^. ._. ..._1ST LEVEL ROOF FRAMING PIAN 2(710 Florida Bolding ant Resi4u°N Codes O 2 ADHERED STONE INSTALLED HORIZONTALLY)W/SD COMMON:3'O.C.AT PANEL EDGES,170.C.IN THE STS ....2ND LEVEL STRUCTURAL FRAMING PLAN CABLE) ABLE) V Code for Design Loads w ( (18)0.767 x ED IN ANCHOR I CONCRETE ST-M....._...-._.._...2ND LEVEL ROOF FRAMING PLAN(IF APPUCABIE) NOTE 6) FIELD.2x4 BLOCKING RECOMMENDED AT UNSUPPORTED PANEL EDGES. MTSi2 (71104x 1'.4'EACH END ANSI/ASCE 7-10 W w %'0x6'EMBED ANCHOR IN CONCRETE ST-5 ... _TYPICAL WALL SECTION SHEET T MIN t/,,.'24/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL ST-6 .........SECTIONS AND DETAILS ROOF LOADING'..............._..... ..........Ca=125 < ALL OTHER VENEER W/B4 COMMON:3'O.C.AT PANEL EDGES,3*O.C.IN THE FIELD(UNBLOCKED (26)0.167 x 2 Y?'IN STUD IN CO CRET $T 7 .........SECTIONS AND DETAILS(IF APPU TOP CHORD LIVE LOAD...........___..........._....20 PSF Y (NO"TT �•O x 3*EMBED ANCHOR IN CONCRETE MSTA24/M524 (9)104 COMMON EACH END y< (NOTE 8) HORIZONTAL PANEL EDGES),3'O.C.AT PANEL EDGE$,170.C.IN FIELD(BLOCKED TOP CHORD DEAD LOAD........... ...........7 PSF 3 HORIZONTAL PANEL EDGES) (20)SOS Y'x 3 SCREWS IN STUD GROUP LEGEND ui BOTTOM CHORD LIVE LOAD M$TA361MS36 (13)104 COMMON EACH END ATTICS WITH LIMITED STORAGE........_.....20 PSF(PER FRC) MIN%z 32/18 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION %'DIAx17 EMBED ANCHOR IN CONCRETE UNO UNLESS NOTED OTHERWISE ON DETAIL ATTICS WITHOUT STORAGE... ... 10 PSFTILE ROOF PERPENDICULAR TO SUPPORTS W/8d RING SHANK NAILS:r O.C.AT PANEL EDGES AND (NON-CONCURRENT) �__oflowll (NO3*O.C.IN THE FIELD (38)164 SINKERS INTO STUDS (17)100 x 1 J4'IN TRUSSRLAFTER EOR ENGINEER OF RECORDflo � OBOTTOM CHORD DEAD LOAD. .. .5 PSF w gfiHD14 (WET EMBED) HT520 (ii)10dx 1}'(IN STUD OS EACHWAYrMIN U,51'24!16 SPAN RATED OSB OR PLYWOOD INSTALLEDWITH OSB ORIENTED STRAND BOARD Z SHINGLE ROOF LONG DIMENSION PERPENDICULAR TO SUPPORTS W/Bd RING LiT20B (10)104 z i Y'IN STUDS - - (5)8d 1 Y'IN TRUSS - WSP WOOD STRUCTURAL PANEL v, WIND LOADING.. ...._ .. .... Ca=1.60 SHANK NAILS:3*O.C.AT PANEL EDGES,3*O.C.IN THE FIELD. H2.5TMA8 SYP SOUTHERN YELLOW PINE SS­ ASCE 7-10,35 GUST..._._............_.........._.._..130 MPH (NOTE ZI Y'x3*EMBED EPDXY OR SCREW ANCHOR (5)edx l'6[IN TOP PLATE SPF SPRUCE-PINE-FUR BASIC WIND SPEED FLOOR DECK 5) THING. FIELD.BG OSB OR PLYWOOD W/704 COMMON:3*O.0 AT PANEL EDGES,17 O.C.IN THE CONT CONTINUOUS EXPOSURE CATEGORY........._............_.........p (1) HS (5)10dxI IN TRUSS O.C. ONCENTER IX MIN%'OSB OR PLYWOOD OR COX IN PERPENDICULAR TO SUPPORTS W/8d ADU44 (177164 COMMON 8%'x T DRILL 8 EPDXY (S)10d.1 Yz'IN PLATE L'7 BUILDING CATEGORY.....................................II LSL 1.55E TI 1/2'N RAND LSA MS A ERED 1 3/` ENCLOSURE CLASSIFICATION..................._.ENCLOSED PORCH CEILING BOARD SHEATHING: COMMON:3'O.C.AT PANEL EDGES,17 D.C.IN THE FIELD. (31?WIDE LSL BEAMS EO INTERNAL PRESSURE COEFF.............._...._.0.18 11) (72)764 COMMON 6 ee'x 7'DRILLS EPDXY (9)70d x 7 Y?'IN STUD LVL 7.9E MICROLLAM LVL ENGINEER LU R.7 DE LL CSC DESIGN PRE$SURES...........__...._......_.(SEE TABLE 7) 'SW'DESIGNATED SHEAR WALLS: MIN%OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL W/Bd COMMON:3 ASU66 (12 EMBED AT GARAGE DOOR RETURNS) TSP (6)104 z 1 Y'IN PLATE PSL ZOE PARRALLAM PSL ENGINEER D L R,3 1 D�n � W (NOTE B) O.C.AT PANEL EDGES,6'O.C.IN THE FIELD(UNBLOCKED HORIZONTAL PANEL EDGES), J t7 O.C.IN FIELD(BLOCKED HORIZONTAL PANEL EDGES). HU4S,HU., (14)16d COMMON IN HEADER (6)10d COMMON IN TOP PLATE J O FLOOR LOADNG........-_......................_..........C,=1.00 NOTES: HuI HUC28-2 (6)10d COMMON IN BEAM DSP (8)10d COMMON IN STUDMFADER TOP CHORD LIVE LOAD....._.............._...........40 PSF 7,FOR SHEATHING THICKNESS GREATER THPN','CATEGORY(32176 SPAN RATING),USE 10d RING SHANK NAILS IN UEU OF Sd RING e- Z TOP CHORD DEAD LOAD.........._...._-............10 PSF SHANK NAILS.(0.743*%3'LONG). HU110,HUC410, (18)164 COMMON IN HEADER INTERIOR ROOF LOAD BEARING CIFI NS / N BOTTOM CHORD LAVE LOAD..........................0 PSF HU210-Z OUTLINED ON TYPICAL WALL BE TIO ET " /a Y BOTTOM CHORD DEAD LOAD._.....................5 PSF 2 COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTE W/8d GALVANIZED BOX NP1LS. (70)tOd COMMON IN BEAM U 3.ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL HUC2162 4.ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF (4)BOB Y'x IT SCREWS IN TRUSSIRAFIER INTERIOR BEARING WALL WITH O UPLIFT.NO UPLIFT S IRInfrAM REQUIRED. Q SPECIAL FLOOR(GAME ROOM)LOADING..-C,=1.00 HGAI OKT BOTTOM PLATE ANCHORAGE IS 'ANCHOR®3*41'O.0 N CURRENT APPROVED APAMANF.SPECIFICATIONS. (4)BIDS Yx'x 3'SCREWS TOP PLATE SPECIFICATIONS) TOP CHORD LIVE LOAD..................................60 PSF 5.FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN.FOR INCREASED FLOOR PERFORMANCE AND TO HELP • TOP CHORD DEAD LOAD.........._....................70 PSF REDUCE SQUEAKING,80 RIND SHANK NAILS OR 8d SCREW NNLSARE RECOMMENDED. (26)16d SINKER IN WALL FRAMING ® STRUCTURAL WOOD BEAM BOTTOM CHORD LIVE LOAD...........................0 PSF 6.te,5?'32116 SPAN RATED OSS OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL LGT3 (12)SDS Y'x 2%'IN TRUSS W V BOTTOM CHORD DEAD LOAD........................5 PSF BULLETIN 037D WHEN STUCCO LATHE IS ATTACHED DIRECTLY TO OSB OR PLYWOOD..SHOULD BUILDER SPECIFICATIONS ALLOW, ~ MAXIMUM FLOOR TRUSS SPACING..._..........16'O.C. MIN STRUCTURAL REQUIREMENTS ARE Fs 24/16 SPAN RATING INSTALLED HORIm 0 IZONTALLY OR VERTICALLY PER FLEXIBLE VENEER NOTES: FOUNDATION KEYNOTE CALL � F WALL SPECIFICATIONS.INCLUDES FULL AND PARTIAL HEIGHT VENEER APPUCATIONS. 7,EPDXY ANCHOR EMBED FOR HOHOR INTO TOP OF MASONRYTORS SORED INL IN ALL ASE INCHES.OPTIONAL RETURN N'F15AOWNS, HD IS AN A 0 �`p] DEFLECTION CRRERIA 7.'%x'PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS.SHOULD ACCEPTABLE ALTERNATIVE ANCHOR INTO TOP OF MASONRY STEMWALL IN ALL CASES EXCEPT GARAGE RETURN FgLD00WNS. i ROOF TRUSSES _ ,,,,�, LL!240 WARRANTY AVD INSTALLATION REQUIREMENTS ALLOW,1%'APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF. 2.REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC-TIE INSTALLATION SPECIFICATIONS. 0 O TL/780 S.WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY VYI UNBLOCKED HORIZONTAL PANEL EDGES 3.PRODUCTS SELECTED USING SIMPSON 2011-2012 CATALOG.PRODUCTS MAY BE SUBSTTRJTED WITH EQUAL OR BETTER APPROVED STUD COLUMN KEYNOTE CALL U TL 80 TO UP TO IF CONNECTOR IS N TO STED AB CATALOG FOR ADDITIONALRSPECSTKLASTEN INSTRUCTIONS. NUMBER OF SDWC75600 CONN TIN Y 40 SPAN 3.IF CONNECTOR IS NOT LISTED ABOVE,CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. 0 OPEN WEB FLOOR TRUSSESA3EAMS..........LL I'M 4.POSITIVE PLACEMENT GUN NAILS,2)}'LONG,WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST NUMBER OF STUDS BELOW a IRDER TR Q TL/2� BASE ANCHORS,CSIB,AND MSTA FLAT STRAPS. TO MATCH WALL FRAMING SIZE DGRADE, D' TL MAX Y' TABLE 3• MAXIMUM EXTERIOR WALL STUD SPACING(IN O.C.) 1 zSTuos �w Z p ADDITIONAL CLARITY FOR THE CATION OF THE S 0 WOOD I JOISTS. LL 14W NOTES 1,2 2 DTT2Z X9 ~ --------------------TU ND �� 13 FIN IREXIBLEFINISiW720 TABLE 8:SPECIFIED SW WALLS BOTTOM OF SND COLUMN CO TL MAX 14' BEARING CONDITION WALL HEIGHT WALL HEIGHT NOTES 1,2 3,I to B STUD TYPE •ISTLEVEL STUD COLUMN:HOLDDOWM REQUIRED FROMAT 2 D LEVEL MN 1p NOTES: 8 FT 9 FT 10 FT 11 FT 12 FT 8 FT 9 FT 10 FT 11 FT 12 FT •2ND LEVEL STUD COLUMN:STRAPPING REQUIRED FROM 2ND LEVEL n 0 Z in 7.CONCURRENTLY LOADED LIVE LOAD MAYBE REDUCED PER 24 SPF STUD 12 - - - - 12 - COLUMN TO IST LEVEL STUDSMEAE ANCHOR q u ¢ < Q FBS 1605.3.1.1. _ 'ANCHOR'REQUIRES BOTTOM PUTEANCHOR WITHINT OF STUD COLUMN p 214 NO.2 SPF 16 12 - - - 18 i6 12 - ETlD STUDGRDUPS NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE •u u_ i n •u ° SW TYPE NUMBER OF STUDS TABLE 1:COMPONENT AND o (2)214NO.2SPF,215NO.2SPF _ HEADER STRAPPING o p i6 i6 16 12 16 16 76 i6 72 SW7 SYWL SVJ3 2 iZrr Q■<¢<]r1. ¢ 2x6 SPF STUD,DRi NO.2 SPF NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD Z r u¢n °• w i n a CLADDING DESIGN PRESSURES 24SPF SND - - - - - - SW4 3 p 1.KING/JACK STUDS MAV BE INCLUDED FOR STUD GROUP 7 MSTA24 TYPE OF STRAP CONNECTING HEADER TO JACK STUD f0 0¢ i'z u f u q•0 Z WINDOWS AND DOORS p 2x1 NO.2 12 _ _ _ _ 16 12 _ _ _ REQUIREMENT. W <r 0<••H i i w S Z°¢ 1 DTT71 KING/JACK GROUP BOTTOM CONNECTION Z EFFECTIVE ZONE DESIGNATION 8$(2)2,4 NO.2 SPF,215 NO2 SPF 12 12 12 12 - 16 18 18 72 12 •7ST LEVEL STUD GROUP::STRAPHOLODOPING REQUIREDEQUIRED F BASE OF STUD GROUP fD WIND AREA IZ-Interior Zorr(psS EZ-EM Zoro(psf) rc w 216 SPF STUD,243 NO2 SPF •2ND LEVEL STUD COLUMN:STRAPPING REQUIRED FROM 2ND LEVEL STUD +29.32 -37.8 +19.32 39.3 C\/E/1 END STUD ADJACENT TO HOLD DOWN MAY BE SUBSTITUTED WI GROUP TO IST LEVEL STUDSMEADERIBEAM. •< o 0 r f a i o z 0 2011x NOTES: J,/�/ MIN 36'BLOCK W/(20)tOd TO END STUD 1.STUD SPACINGS ABOVE ARE THE MAXIMUM REQUIRED ACCORDING TO STUD HEIGHT AND TYPE,UNLESS NOTED OTHERWISE NUMBER OF HOLDDOWNSISTRAPS AT 845E OF KING/JACK GROUP W u 0 H u [•-r:i 21-5011? +27.9 -30.39 +Z7.9 36.4 ON PLAN. Z �<uai H00]zo Fu 57-100 S? +26.2 -28.7 +26.2 -33.0 2.IF STUD SPACING IS NOT LISTED,STUD SIZE AND GRADE IS NOT APPLICABLE AT THAT WALL HEIGHT. END SNDS CONNECTION(N07E3 5,8.71 HEADER FRAMING KEYNOTE CALLOIR 0 6 i t i< z z i D Z<I p 3.NO BLOCKING IS REQUIRED AT HORIZONTAL WOOD STRUCTURAL PANEL EDGES.BLOCKING AT I10RIZONTAL PANEL EDGES IS (2)2x10-1/2 NUMBER OF KING STUDS EACH SIDE OF OPENING Z u 0 z>••u 4¢1i_z H H 101 2005? +249 -274 +249 30.4 RECOMMENDED WHEN STUCCO LATHE IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.,SEE TABLE 2 Fj�� LEVEL W <°?'¢<H iPPING ? •TABLE 4: NAIL SIZE LEGEND TABLE 5:FASTENERS IN 36 cs7e NUMBER OF JACK STUDS EACH SIDE OF OPENING zZhf111Z O 0Zz RESSURE(peT7 *29.3 -39.3 A36IC518 SIZE OF HEADER(ALL HEADERS TO BE NO.2 SVP 2 .0 r<¢ .t ig t-I°0g NOTES 7,2,3,4 UNLESS DESIGNATED AS LSL LVL,PSL OR MSP) O �Q H Z 3 N••<D m H?00 ESSURE SEE FRAMING PLAN PRESSURE TREATED LUMBER $W(J HITS (3)MSTA36C518 Z DIAMETER LENGTH SW. MD08 (4)MSTA3&C518 NUMBER OF PLIES IN HEADER 7rl 0.737' 2-)5' Z SHEET No: PRESERVATIVE FASTENER TYPE SDWCSCREWKEYNOTECALLOUT � ST-1 K 0.113' Z��' ACU STANDARD CARBON STEELBOTTOM PLATE ANCHOR SPACING(NOTE 0.143* 1->4' STRUCTURAL 0.737' 3* SODIUM BORATE(NOTE 7) STAINLESS CONNECTORS AND SW TYPE MAX ANCHOR SPACING ON CENTER SPACING(INCHES)OFSDWC15600CE,IFAPINGTOP PLATE TO STUDANDFASTENERS REQUIRED. SDWC15450 CONNECTING STUD TO BOTTOMPLATE,IF APPLICABLE O 0.143* 3* svul 43*o.c. r0.c. o SPECIFICATIONS 0.143* }Y• CONNECTORS MUST HAVE SW2,SW3,SW4 24'O.C. �NUMBER OF SDWO15600 CONNECTING TOP PLATE TO STUDS O ff. ALL OTHER PT Z-MAX,G120 OR TRIPLE ZINC 7 NUMBER OF SDWC154M CONNECTING STUDS TO BOTTOM PLATE U 164 SINKER 0.148' }Y' (INCLUDING ACR d MCO) COATED FINISH. Q AT2530 760 COMMON 0.167 }Y?' ALL FASTENERS MUST BE HOT FRAMING NOTES NOTES: DIPPED GALVANIZED. 1AIe0NIsO t.INSTALL 70tl NAILS UNLESS OTHERWISE SPECIFIED. NOTES: 7. SIMPSON ACRYLIC-TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR O 1515 Ocean Blvd 2.COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS I.SILL PLATER W1 SODIUM BORATE TREATMENTS BEARING ON S' APPLICATIONS.ANCHOR BOLT,THREADED ROD,OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO LL SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY 7.THE WALLS ARE FULLY SHEATHED WITH OSB OR PLYWOOD.ALL TYPICAL EXTERIOR WALLS SHEAR WALLS AND ARE PART OF THE THE SPECIFIED DEPTH,IN A HOLE AS SPECIFIED BY MANF(TYPICALLY a TOA GREATER THAN SPEGFIED - SHAL NOMINAL TO NOMINAAPPLY TO FASTENERS IN CONCRETE OVER WEATHER AND HAVEIRENPROVEN BUILDING'S MAJNWIND FORCE RESISIING SYSTEM.ADDITIONAL FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY AS NOTED ON THE PLAN OR IF ANCHOR DIAMETER). ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. Q BEFORE APPLICATION DIAMETER PROTECTIVE COATING. TO EXPOSED TO EARTH OR TO CARBON STEEL FASTENERS. WALL SEGMENT IS IDENTIFIED AS SW7,SW2,SW3,SWH,OR SWB ON THE PLAN. MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. 0 Lm r 3.WHEN A BORED HOLE O REQUIRED TO PREVENT SPLITTING OF 2.ALL SIN SHEAR WALL SHEATHING TO BE FASTENED TO FRAMING PER TABLE 2:WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS. 2 ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRV USE ONLY,UNO.ALL WATERPROOFING AND Z I A WOOD DUE TO FASTENER PENETRATION,THE BORED HOLE 3.SW SHEAR WALLS INDICATED ON PLAN WITH WINDOW AND DOOR OPENINGS WITHIN THE USC REQUIRE STUD GROUP AND HOLD DOWNS ONLY AT FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED 1 SHALL NOT K TO FA TE OF THE NAIL OR SPIKE DIAMETER. EXTREME END OF DESIGNATED WALL OR PORTION THEREOF AS NOTED ON STRUCTURAL RAN. DETAILED BY OTHER. 4,SWR-SEE'SWB-SPECIAL SHEAR WALL DETAIL-,LOCATED ON THE DETAIL SHEET. (� FLOOR PIN4: 4.THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS 3. ALL METAL CONNECTORS SPECIFIED ON PIAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS SPECIFIED FOR THIS PROJECT ARE AS LASTED IN TABLE 4. 5.2ND LEVELSW SHEAR WALLS-END STUDS OF SW WALL TO BE ANCHORED PER ONE OF THE FOLLOWING: LISTED IN FLORIDA BUILDING CODE TABLE 2334.91. CUS�OnI • HOLD DOWN WITH FULL-HEIGHT III ROD TO SLAB.END STUDS TO BE CONTINOUSLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB. 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. O • 2ND LEVEL END STUDS TO MATCHING 1ST LEVEL STUD GROUP BELOW W/STRAPPING AS NOTED.IST LEVEL STUD GROUP TO SLAB WITHHOLD 5. FASTEN ALL MULTI-PLY STUD COLUMNS AND CORNERS TOGETHER WITH(2U ROWS 10d®8'O.C.STAGGERED. Z DESIGNED: DOWN, UPPER LEVEL MULTI-PLY STUD GROUPS TO BE CONTINUOUS THROUGH FLOOR SYSTEM TOFOUNOATION. U SCP/JEF 6.DES IGNATED'SN SHEARWALLS WITH A COMMON CORNER REQUIRE(1)HOLDDOWN,WHICH IS TO BE LARGEST OF THE TWO HOLDOWNS SPECIFIED,UNO. 6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH(4)8d TOE NAILS OR(2)16d COMMON END NAILS. W 7.SEE WALL SECTION SHEET FOR RECOMMENDED BOTTOM PLATE ANCHOR OPITONS.SEE TABLE 7 FOR HOLD-DOWN ANCHOR REQUIREMENTS. 7. FASTEN ALL TRVSSES AND RAFTERS TO TOP PLATES WITH(3)8d TOE NAILS. REVIENm: B. ALL MULTI-PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR J CONCRETE AND FOUNDATION NOTES BEAM THICKNESS ANDMATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN,UNO. Q. LU DBM 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS-2500 PSI AT 28 DAYS(UNO). < REv510N5 DATE 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB=2500 PSI AT 28 DAYS(UNO). 3. ALL REINFORCING STEEL#3 AND BIG GER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS(UNO). HEADER FRAMING 4. ALL REINFORCING STEEL SMALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24'LAP. 1.ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH OTHER WITH(2)ROWS 10d®8'O.C. Y _ 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WANF. STAGGERED. m 32 FT 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. 2,WSP HEADERS ARE WOOD STRUCTURAL PANEL HEADERS AND HAVE THE FOLLOWING REQUIREMENTS: NA 1ST FLOOR TMPI END ZONE 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 pat IN ACCORDANCE WITH • SHEATHING TO MATCH SPECIFICATION FOR EXTERIOR WALLS,SEE TABLE 2 1117 FREED ZONEION FRC 2010 TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS.COMPACT THE FILL IN 17 UFTS TO AT LEAST 95%OF , ATTACH TO ALL FRAMING MEMBERS(KING STUD,TOP PLATE,HEADER SILL CRIPPLES,ETC.)W/Bd MODIFIED PROCTOR MAXIMUM DRY DENSITY.IT IS THE OWNER'S OR CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. COMMON®3'O.C. 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINS LAPPED 3*AND , EITHER TOP OR BOTTOM PLV OF DBL TOP PLATE MUST SPAN CONTINUOUS OVER OPENING;SHEATHING LU SEALED OVER CLEAN,COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. MUST BE EDGE NAILED TO CONTINUOUS PLY OF PLATE W 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION.CONTACT ENGINEER OF RECORD IF NO.2 SPF HEADER SILL INSTALLED ABOVE OPENING W/(1)CRIPPLE STUD AT EACH END THIS CONDITION EXISTS. 3.WALL SHEATHING ABOVE OPENI NO MUST BE CONTINUOUS(OR PROPERLY SPUCED PER TYPICAL WALL Z 10. TO CONTROL CRACKING,CUT 1'SAWCUTS IN THE SLAB IN A 75'x15'GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT.CONTACT EOR FOR SECTION SHEET)FROM TOP OF PLATE TO HEADER BELOW OR SILL PLATE ABOVE OPENING ALTERNATIVE METHODS. 4.FASTEN ALL MULTI-PLY HEADERS TOGETHER WITH(2)ROWS 10d®3*D.C.,STAGGERED ALONG EACH EDGE. 1 1. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN.DO NOT DETERMINE FOOTING LOCATION FROM 5.FASTEN ALL HEADERS TO KING STUDS WITH(3)Bd TOE NAILS AND(7)$DWC15W0 PER SIDE. O ARCHITECTURAL PLANS OR FRAMING PLAN.IF FOOTING SIZE OR LOCATION ISNOT DETERMINATE FROM USE OF FOUNDATION PUN ALONE, 6.U HEADER NOT I (1)SEW,CONTACT ENGINEER OF RECORD. CONTACT THE ENGINEER OF RECORD. 7.LINO ON PUN,MIN(1)REQUIRED 0 TOP PLT TO KING STUD AND(1)CONNECTION N REQUIRED 5¢KING STUD IN BOTTOM X PUTS CONNECTION REQUIRED EACH SIDE OF OPENING(NO CONNECTION REQUIRED FOR OPENINGS AT U eAP*E ELL- PRE-ENGINEERED TRUSSES 8L I-JOISTS TOPPLFIRST TE TO EADERHEADE WHEN ECND LEVEL FLOOR THEFOYSTEM LOWIN ( LL8.TOPPLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING(NO CONNECTION REQUIRED TORQROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE TME ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED UNDER THE OPENINGS 3 FT OR LESS OR AT FIRST FLOOR HEADERS WMENAINO LEVEL FLOOR SYSTEM IS ABOVE: InSUPERVISION OFA REGISTERED FLORIDA PROFESSIONAL ENGINEER.ENGINEERING SHOP DRAWINGS SMALL BE PREPARED IN ACCORDANCE W TH TOP PLATE TO HDR W/SDWC15600®MAX 37 O C.AS SHOWN,'ALTERNATE SECT ON(HEADERS),STSANSVTPI-2002 AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION.DESIGN CRITERIA IS LOCATED ON SHEET SPH w/(12)10d x 1-i' 1G O.C.OR STRUCTURAL ST-1 OF TME PLAN SET.TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER DSP /(14)101x1-�•®13*O.C.OR ENGINEERING CONSTRUCTION IS COMPLETE. FASTEN TRUSS DIRECTLY TO HEADER w/MTS OR HTSw/(14)10dx 1-i?(OR EQUALAPPROVED BV2. TRUSSES OR I-JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION,SPAN DIRECTION,SPACING,BEARING LOCATION AND NAMING EOR). O J CONVENTION OF THE LAYOUT SHOWN HERE. Z 3, THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM UNDER SIGN AND SEAL OPENINGS>6'OPENINGS IN 2.4 STUD WALLS GREATER THAN 6'REQUIRE (2)214 NO.2 SPF PLANK ORIENTED = WITH THE TRUSS SHOP DRAWINGS. U 4. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN OF THE UPLIFT (2x4 WALLS) PLATE DIRECTLY ABOVE AND BELOW TME OPENING W/(6)12d COMMON TOE-NAILS AT EACH END. W RESTRAINT SYSTEM FOR THIS STRUCTURE.AS SUCH,THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED. ~ T 5. CONNECT ALL TRUSSES TO TOP PLATE AS SPECIFIED ON THE TYPICAL WALL SECTION SHEET. OPENINGS>8'OPENINGS IN 016 STUD WALLS GREATER THAN 8'REQUIRE (2)2,6 N0.2 SPF PUNK ORIENTED X C (2x6 WALLS) PLATE DIRECTLY ABOVE AND BELOW THE OPENING W/(8)12d COMMON TOE-NAILSAT EACH END. W 2ND FLOOR 32F7 6. I-JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SMALL BEOESIGNEDAND SUBMITTED TOTHE d peENo.71457 (ryP)1 END ZONE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION.SEE DESIGN CRITERIA THIS SHEET. METAL CONNECTOR ENGINEERING Q P.8-29.013 DESIGNANON Yp OB-232013 C CONCRETE SLAB W/— 6x6W1.4xW1AWWFOH \ FIBERMESH FOUNDATION KEYNOTES: GENERAL FOUNDATION NOTES • __ _ 1.EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE _ __ __ _ itr Saxe•DEEP THICKENED EDGE A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 2(110 \ 8"MIN Q W/(1)R4 CONT TABLE R401.4.1.AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE 2&MAA SOILS.COMPACT THE FILL IN 17 LIFTS TO AT LEAST 95%OF MODIFIED ' / Q 17 DEEP FTG WI14 @ 17 PROCTOR MAXIMUM DRY DENSITY IT IS THE OWNER'S OR CONTRACTOR'S VAPOR BARRIER \\ " \ T\ B EW UNDER BOX COLUMN RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. \ 2.IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT l\ SUITABLE FOR 2.000 PSF BEARING CAPACITY,CONTACT EOR.ADDITIONAL I� W/ FOUNDATION WORK MAY BE REQUIRED. Q16"S11x17 DEEP FTG(3)#4 EW 3.SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN FOOTING TOBEAR ON \ ACCORDANCE WITH THE FLORIDA BUILDING CODE.CONSULT ARCHITECTURAL FIRM UNDISTURBED SOIL 6'OPT.EXTENSION IN BRICK PLANS FOR LOCATION OF SLIDING GLASS DOORS. LOCATIONS ON FND PLAN 24"SOx20'DEEP FTG W/ 4,MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. '1 Q (3)#4 EW 8 '. 17 UNDER 1 STORY WALL SEE DETAIL SHEETS FOR ALTERNATE STEMWALL SECTIONS. N WITH(2)#4 OR 12105CONT —ADDITIONAL NO.4OR NO.5 -SO,-DEEP FTG W/ � BAR IN BRICK LEDGE E (q)#q EW N w 16"UNDER 2 STORY WALL WITH(3)#4 OR(2)#5 CONT 36"S11120'DEEP FTG 0A0AN.NOLITHIC FOOTING SECTI_ (q)"q GRUNDAOJACENTf0FTG SLOPESDOWN AWAY FROM STRUCTURE STEEPER THAN 48"SQx2C DEEP FTG W/ N 1'-0•VERTICALLY PER 3'-0"HORIZONTALLY, C' (5)#4 EW,T&B q"CONCRETE SLAB WI CONTRACTOR HAS TWO CHOICES' LL 1,PRIOR TO CONSTRUCTION,SEEK GUIDANCE 6k6 W7.4 x OR W1.4 W WF LL FIBER MESH OF EOR TO PREVENT'EROSION OF SOIL. --8"CMU CHAIR BLOCK WI J 2.USE STEMWALL FOG nNG TOP OF SLAB} (1)#5 COM. J O -------________ Z Q (2)#4 OR(2)#5 CONTINUOUS —6x6-W1.4x WIA WWF 0 OR FIBERMESH �\/�\/ O Q VAPOR BARRIER .�/\%/ U TO 3VCOUR ES 770�C. //\\/ /\\/\\// W • V\\ 58,51aTo scouases: 4a'o.c. /A/ /A/�/'. L_ VAPOR BARRIER VA _ ADDITIONAL ALFOOTING SECTION ----- ---------------- — -----_—__—___—_ ---r FOOTING TO BEARONFIRM \/ /%\�i\/{\BRICK LEDGE OR#51N pQ I F_ _ �____——T T_ UNDISTURBED SOIL Y 4"OPT K LEDGE r rl VERTICAL SEND NOTED ONIFND PIAN Z 2 L TO HAVE 6'BEND AT BOTTOM b m CAST-M-PLACE FOOTING SPECS FORM&POUR REMAINDER 5'-0' 15-10 3'-t0" 3'-10' 64' 3'-4' 19'-9' 1-STORY:S'x 16'W/(2)#4 OR(2)#5 CONT H 2-STORY:10"x 2D'W/(3)#4 OR(2)#5 COM 4'CONCRETE SLAB W/ OF CURB W/(1)0571 A (n 6x6WI.4x W1.1 WWFOR CONTINUOUS&#4 VERT N FIBERMESH4&•O.C. o'-o'AF.F. ® CMU STEMWALL SECTION r W° EE ARCH. -~ DWGS. 1.SPECIA CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK <y� a D e o a z //\a 4 d 3 FILLING BEHIND A STEM WALL,PARTICULARLY WHEN IT IS OVER 1 \,\ 8"MIN 'T ¢ y COURSES HIGH.SHOULD THI6 CONDITION EXIST,RECOMMENDATIONS a :� 9do�z zo Po MAY BE OBTAINED FROM THE ENGINEER OF RECORD. Q F ' L______ —J 4 2.SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY.EPDXY Z m m ¢ 3 uumo DouH DD t 8'118'THICKENED 8' it ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS p o o m >y� n ¢ .Sm u FTG AT STEP-0OWN, — _------- — ----- — 2 z amH aoi Iwy oo�Z¢ r yy _ ___----J zeo 0 VAPOR BARRIER b SEE PLAN N ftuio¢o H>a Zfip 6 h 4 l z¢<w W�ao��z Boz — ------- ---- ---------- CURB TEP ECTION —I 0'47(BEYOND) LU C FLOATING CONCRETE(BEYOND B#5 COM W L---- J SLAB W/6x6 W1.4xW1.4 < WWF z 2t>Zam2 Z3�O6�wZ 4 OR FIBERMESH > Q emmm 0Fo40o Z aiZ W �y°am zmmaa�3zHi FINISH iaiiilaF•ADE °s���� _— A a a i za- r-- 3 i n t i a'ix d mD o 4"CONCRETE SLAB NO 4 OR NO 5018'O.C. — ----- W/4'BEND CBOTTOM Ep J \\ \\\\\\\\ Z W/®c6 W1.4z W1.4 #I OR#S VERT ////////�j.i// Q C WWF OR FIBERMESH 7 6 REINFORCIND� j \\G,\\/ F `•'T-2 VARIES S'MIN MAX D.C. _MAX o FOUNDATION - 0 PLAN FOOTING TO BEAR ON FIRM \\, • 0 �.: 07� /� AoomoNAN4oR05 AT2530 VAPOR BARRIER //\\ /\ /, , // r_ —— —— ——_— § UNDISTURBED SOIL IN BRICK LEDGE Q su6DlYlsxxe VERT REINFORCEMENT TO I'OPT BRICK LEDGE Q 6' T.EXTENSION IN BRICK r——— —— —— HAVE 6'BEND a BOTTOM 1515 Ocean Blvd LOCATIONS ON FIND PLAN LL (� NOTED ON FIND PLAN 17 UNDER 1 STORY WALL 9 CAST.IN-PLACE FOOTING SPECS Q WITH(2)#4 OR(2M5 COM ADDITIONAL NO.4O NO.5 STORY::-STORY; x 26'W/(2)4 OR(210.5 COM L��. n 2-STORY:10•x217 W/(3)M OR(2)#S COM Z BAR IN BRICK LEDGE L________ 16'UNDER 2 STORY WALL b } NTH(3)#4 OR(2)95 COM L J r CMU STEMWALL SECTION o FLOORf. FIMI - ^ ��:.i.-' —— ——— — — — — — — — — — — J 1.SPECIAL CARE 6HOUL0 BE EXERCISED BY CONTRACTOR WHEN BACK CUStOn'1 uVl GARAGE EXT WALL CURB SECTION .->+ O COURSFILLINGES S HIGH SHOULD THIS CONDITION LV WHEN IT M SNDA Z DEfiIOl1®: ——— — — b —————————————— ——————————————— COURSES HIGH.SHOULD THIS CONDITION EXIST,RECOMMENDATIONS p-q• O-4' MAY BE OBTNNED FROM THE ENGINEER OF RECORD. U SCP/JEF 16'-0" 2.SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY.EPDXY ~ ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. REYIEY4D: •SOLID FILLED CMU PIER,(2)TOTAL C GARAGE LU DBM •PROVIDE(1)#5 VER TICAL FULL MEIZ EACH LOCATION DESIGNATED W/AN'X",VERTICAL REINF 2(Y-(r -g T-P Q REVISIONS DATE TO BEND @ BOTTOM AND TE INTO FTG REINF. •CMU PIER ON 2P DEEP FOOTING W/#4 017 O.C. EACH WAY,FOOTING PROJECTED MIN.6'LARGER 58'8 THAN PIER ON ALL SIDES A DO DO O 1'CONCRETE SLAB W/ DRIVEWAY SLAB OR LL 6x6 CO x W1.4 WWF OR PAVERS,SEE ARCH 4'CONCRETE SLAB,SEE PIAN FIBERMESH Q Q47 AF.F. p e° SEE ARCH. W\ � "�T //\ � Z j \//%V '////� jAAjAjam AAVAjAjAjA O VAPOR BARRIER \�\ �j/ \ ��\STEMWALL BEYOND AND CONCRETE FTG,SEE PLAN LL APE X 7 1UNDER 1 STORY WALL /\\/� ' /\\/\ Q • • WITH(2)94 OR(2)#5 COM j�\\\� \\\� Ln 16'UNDER 2 STORY WALL /\ \��• e o •o //� >_ STRUCTURAL WITH(3)#40R(2)#5 CONT j�%///�,/,\�/i//\/i//\ O ENGINEERING Q GARAGE ENTRY CMU STEMWALL SECTION _J C BEARING CURB STEP SECTION V 1.SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK Z V FILLING BEHIND A STEMWALL,PARTICULARLY WHEN IT IS OVER t = FOUNDATION PLAN 1/411 1 1 010 COURSES HIGH.SHOULD THIS CONDITION EXIST,RECOMMENDATIONS L MAY BEOBTAINED FROM THE ENGINEER OF RECORD. F_ 2.SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY.EPDXY X ANCHORS MUST BE USED IN STEMWALL FOUNDATONS, d Derek B.M.- METAL CONNECTOR ENGINEERING Q P.E.N°.71457 0&29-2013 FRAMING KEYNOTES(METAL CONNECTOR) NOTES APPLICABLE ONLY WHERE SPECIFIED ON PIAN 1.MIN(2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2,SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET.IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES,ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. 3.ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: A IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS BOTTOM CHORD TO SW DBL TOP PLATE W/10d 0 3.O.C. p S.FRAME AND SHEATH SW TO FLOOR DECKABOVE.ATTACH N FLOOR DECK TO SW DBL TOP PLATE W/1010 T O.C. w1 4.PORCH BEAM FRAMING NOTES /A'� - - - - - A BEAM POCKET PKT v/ NOTCH TOP OF PORCH BEAM 3'FOR BEAM PKT CONNECTION O AT WALL.TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT ELEVATION.3 N7•MINIMUM BEARING REQUIRED IN WALL N PORCH BEAM TO STUDS W/HTS21)OR MSTA24. B.SHIM BELOW PORCH SEAMS JUST ABOVE TOP PLT ELEV. LL PORCH BEAM TO TOP PLT W/MT512 OR MSTA24. W C.POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV. PRO '.. OVIDEDOUBLE STUDPOST WWN SUPPORT AT WALL FOR PORCH BEAM.BEAM TO POST DOWN STUDS W/HTS20 OR, Z MSTA24.POST DOWN STUDS TO STUDS BELOW w/HTS2D OR O MSTA24. Y BALLOON FRAME WALL TO 2ND !) LEVEL DBL TOP PLT W/(2)21B D.BEAM ATTACHED TO EXISTING FRAMING NO.2 SYP 0 16'O.C.OR ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK TIMBERSTRAND 1.55E-(3)1.'kSY, STUDS W SIMPSON HUD HANGER MATCHING PORCH BEAM •MIN(4)JACK/KING STUDS REQUIRED THIS DIMENSIONS. SIDE OF OPENING $W1 LSLQ 77 O.C. $W1 < •FASTEN ALL STUDS TOGETHER W/C4 ROM 5.SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER W 2 STUDS tOd Q g O.C.STAGGERED �] NOTE 6 1 MSTA24 TYPICAL WALL SECTION SHEET. � ',, •HEADER TO JACK STUDS W/MSTA24 DTT2Z o /—=:::1 •STUD GROUP TO SLAB W/DTT2Z PER'SWt' SPECIFICATIONS 8.HIGH UPLIFT CONNECTION: •TYPICAL TOP PLATE TO STUD CONNECTION Q 16'O.0 OR � O ',. (2)216.1/1 (2)216.12 THREADED ROD 4B'O.C.PER ADDENDUM. (2)3&72 (2)3&1N (2)2161/1 (2121612 •STUD" MAX"METAL3 .FLATC OR THREADED D LEVEL STUDIO IST LEVEL SND'Q MAX 3r O.0 OR THREADED ROD AT 48 O.C.PER ADDENDUM. •1ST LEVEL SND TO BOTTOM PLATE W/SDMIS450 018'O.C. OR THREADED ROD 0 48'O.C.PER ADDENDUM. d - 25TU05 y O HTT4 3 _ (2)21672 � rc �� (2)3 1/1 2 MSTA24 IO O F w Y O O �wsyz _ �� r m00? I�m0yu1¢ '. 1 MTTS '.. HOLDBACK (2121&72 g Z 11¢> mmy room FO . LEAD STUD OF PERPENDICULAR Wb u, 'Ell f w f O O¢ SW $ SHEATHING TO 2 MSTA24 W aa�iaa Fwwap YO¢ CONTINUOUS 1 MTT5 Z «H ¢ F F w z <w 2sTuosgo j aWi�ida?ogoo'o<g CO t MSTA24 0 (2121672 U.1 mziQr<X.oPI; zwQ 6r'mzw 5STUDS� W aax¢n�<m`zp¢HW fiiyaii7owZw z i DTT2Z "" W uai -iQsi;=P� 2 STU0.S �� (2)21E72 < iii>izmo zoo 2 ANCHOR s[ O fixsfF�]�iO Qta 25TUDS�wOw a:� �o1-?3Nn ii 0Nh�aa HTT4 S (n Z - 35TUD5 OO 7 DTT224 NOTE Z SREET No. 9 ST-3 O STRUCTURAL a. FRAMING PLAN (3)312 PT O .HOB No: z sTuos w g m 3622 Q AT2530 HTT4 3 a D PARALLAM PSL i DTT2Z U. U. 1515 OG@a1T Blvd 2.0E-5 Y.•.17T x 19'-9'LONG h to - 3 STUDS NOTES V LOT No: GARAGE DOOR DESIGN z WIND LOADPS (2)216-12 -- (2136-12 -- _-- 25.4W-28.66Fl N 1 , (}j FLooR PI.Arv: PO NOTE NOTE 2 MSTA21 `S 1 MSTA24 NOTE4 O CUStDITI P - 6z6 N0.2 SVP PT ST TO 511.PORTAL FRAME BEFORE 7 DTT22 ALIGN DIRECTLY BELOW Z DEsicwED: ST$ FRAMING COLUMNS - 3 STUDS 0 2ND LEVEL POST L=) SCP/JEF (3)JACK REQUIRED THIS SIDE OF LU r REViEv.ED. "'SPECIAL FRAMING"' D .FASTENO.C.STGGEREDTOGETHER WI(T)ROWS LU DBM ' GARAGE PORTAL FRAME 10v 08'O.C.STAGGERED ST$ •HEADER TO JACK STUDS W/(Z)MSTA24 D" ACK/KING GROUP TO SLABW/HTf4 p < FEvi— DATE } Q3 O W ' O W M < Z APEX } STRUCTURAL OENGINEERING O 2 U FIRST LEVEL STRUCTURAL FRAMING PLAN 1/411 = 1T 0'H LU W Q. Derek B.M—y METAL CONNECTOR ENGINEERING < PE.NO 71457 0&29-2013 ROOF FRAMING KEYNOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN i. PRE-MAUNFACNRED SHEAR PANEL • INSTALLASSHOWN 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/1 W0 3 O.C. 2.TYPICAL BEARING BLOCK BEARING BLOCK TO BE NO.2 SYR MIN 48'LONG AND TO MATCH DIMENSION TRUSSMEMBER. • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS BOTTOM CHORD W/(3)ROWS 10d 0 4.O.C.STAGGERED. N '. 3.LEDGER FRAMING NOTES: N • FASTEN LEDGER TO FIR INGRRUSS VERTICALS AT N EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX o 24"O.C.SPACING) g • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED LOCATIONS ON PLAN w. • SEE TABLE 3 ON SHEET STAISIFOR FASTENER '. PROTECTION AGAINST CORROSION N • IN ACCORDANCE W/FRC 502.21,EXTERIOR FRA DECK LEDGERS SHALL S SECURE TO WALL FRAMING WITH WOOD SCREWS AS INDICATED ABOVE.INTERIOR EONLY..NAILS U- FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. W ROOF FRAMING LEDGER- 216 EDGER J O 2x6................._(4)12d COMMON J 2x8 .....-...(6)12d COMMON z 2x10 ...(10)12COMMON 58'r Zx12.... ._(10)131 COMMON Y _ FLOOR FRAMING LEDGER IW/NAILS): Q AM PT 2(6....._.._....(3)164 COMMON PT 2x8..............-(S 16d COMMON c • PT 2110..............(n 1'C OMMON Q PT 2x12..............(9)16d COMMON W W W W W FLOOR FRAMING LEDGER(W/SCREWS): j v, Q 10 N N 10 N t0 O N M f7 M Q Q Q Q Q Q Q UO o O LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL PT 316................3 Y,'x 4Y.'LONG m14 W000 SCREWS (A '. PT 318.............._(5)Y•%0.?4•LONG m11 WOOD SCREWS � PT MI/WOOD SCREWS O PT 2112..............(9)Y,'%4-Yi'LONG#14 WOOD SCREWS O U �'. W 4.OVERFRAMING NOTES Y • ALL RAPERS TO BE MIN.216 NO2 SYP®24'O.C.MAX j LL ALL'SLEEPERS'TO BE PLANK-ORIENTED 218 NO.2 SYP MIN. d • FASTEN'SLEEPERS"TO EACH TRUSS/RAFTER W/(3)16d z COMMONS MIN. Q I • FACH RAPER TO'SLEEPER'W/SIMPSON H3 UPUP H 1 #v Y 7 7 7 7 Y 7 2 7 z- 7 Y 7 CONNECTORLL RIDGE . F19 • FASTEN 216 O.2 SYP COLLAR TIES FROM(RAPER TO N RAFTER WHERE APPLICABLE W/(5)10d COMMONS MIN. m NOT 1 e RAPER SPAN SCHEDULE OC (2)HT520 I F Q Q (2)HTS2D SPACING LUMBER SIZE ,ono 2 m m w i 0 25 2x8 2110 2x12 OZ Fauu GmamaOmm 08IF HTU26-2' w )= Hz z u-s 1B•3 z18 zs8 o;�c 9a o°W°v°m 6 h 12'8 1"" 18'3 27-1• In °rcOa iu u z— THA422, THA 2 F20 LL HTU26-2 0 2r w S y F a D m Z W u•0 4 m C F02 o�g 10'-z 1Ynr 1s•r ie•-0" z aHFm°e>�rpz�Q4 THA422, THA422 F02 6 N L.L./15 D.L.R SYP m ` F02 Omm� m am oau S z0_ W zzmx�Z°i Fun_`rcz Z. - F02 U O O.C. CEILING JOIST SPAN SCHEDULE W m m p u x<m U Q m w THA422, HA422 LUMBER SIZE m z a z i.3 O1 my F02 (2) N N N N N N N wO z1>Zam ZZ_DUUD Z 3PACING Z aim ZFG°F ¢= Q Q Q Q Q Q Q oZo 2x1 2x6 218 2x10 Z YyDZ>smunan?zfG oamz-x¢:�; a Q 4 Q Q F02 z w w 1z n•-1o• 1B•8 z4•-T• 26a w z z m a G u me THA422 ❑ 2 2 2 �1 x 41 � HA422 ° Duos. xn _ o f F02 GU 10-2 3, ~ ~ ~ ~ ~ ~ ~ F026 LL 6 1D'-s 1s-1r 2r-r a-r o f i i xz H�3iuD z LL ` ` '` ` ' ` 2r 9'-3' 13-11• iT-T 20•-11' H .i°a g o 2 THA422, N N N N N N N G3 10 LL./5 D.L.m2 SYP O - G m F 0 u u 1Mf FO2 - m0 N N N N N N N LL UU Q Q Z SHEET I»: N r N UL H ST-3A Q Q BEAM SCHEDULE (2)HTS20 = _ •2.12 N .2 SVP PT JOISTS MD 16'O.C. 7 7 - 7 2' 7 7 b 7 tz- 7 7 2 o ti Y Y 7 7 7 7 •JOIST OLEDGER.1UJ 210 O ROOF FRAMING G4F F' •RIP JO T TO ESTABUSH SLOPE PER B R BEAM N0. BEAM SIZE AND TYPE NOTES PLAN '., O Bot 3IJ-06'LSL -- 0 AT2530 Of SUBDIVISON BEAM SCHEDULE NOTES o 1515 Ocean Blvd 1.FASTEN EACH PLY W/(3)ROWS 10d Q 1Y O.C.STAGGERED. J (2) ( HTS20 2.FASTEN EACH PLY W/(3)ROWS 10d Q S'O.C.STAGGERED. LL PTILEDGEA2 NO.2 3.FASTEN PLIES W/(2)ROWS 7$DIA.THRU BOLT W/NUT AND a N R(2) SEE NOTWASHER®16.O.C.STAGGERED.PROVIDE z EDGE DISTANCE. Z LOT NO W 17 LL 316 0 o M 0 ao DD ao ao DG ao MO OJ Custom LL LL NOTES LL LL LL LL LL LL LL LL LL 1 FLASHING 8 WATERPROOFING ARE Z UES�GNFD: •2110 NO2SYP RIBBON BOARD,FASTEN TO EACH FLOOR TRUSS END "NOTE TO FRAMER" OUTSIDE OF STRUCTURAL ENGINEERS U SCP/JEF �'. VERTICAL WI(S)10d aD pl o O BEAM BOt MUST ALIGN SCOPE 8 SHALL BE DESIGNED 8 .ATTACH EACH FLOOR TRUSS TO HDR/TOP PLT BELOW W/MTS12 UNO LL LL Cw LL LL DIRECTLY BELOW SECOND SUPPLIED BY BUILDER I- REV( ED 2x10 NO 2 SYP RIBBON BOARD•FASTEN FLOOR SN2 2.BUILDER TO SUBMIT SHOP DRAWINGS OF w DBM TO EACH FLOOR TRUSS END VIER AL W/(6)10d PROPOSED HANDRAIL CONSTRUCTION d FOR APPROVAL BY EOR PRIOR TO Q REYIs— oATE CONSTRUCTION S INSPECTION. X } DT O 19' 9'8" 22T —6'10'� ZZSw W ' TRUSS ENGINEERING NOTES: z • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN,ALL O TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING LL AP E X TO THE TYPICAL WALL SECTION SHEET. U • ALL EXTERIOR WALLS ARE HELD BACK 1/2"FOR SHEATHING a } STRUCTURAL OENGINEERING O I U FIRST LEVEL ROOF FRAMING PLAN 1/411 = 11 011 LU W QDo•k B.M—y METAL CONNECTOR ENGINEERING P.E.N°";TN 0&2&2013 _ FRAMING KEYNOTES(METAL CONNECTOR) -- - _ NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1.MIN(2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2.LSEE OCATI NSWSNEARWALL)ETAILONDETAIHAVEVA L LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES,ALSO SEE 11 ERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. 3.ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: A.IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS BOTTOM CHORD TO SW DBL TOP PLATE W1 10d®3.O.C. p B.FRAME AND SHEATH SW TO FLOOR DECKABOVE.ATTACH N FLOOR DECK TO SW DBL TOP PLATE Wt 10d 03'O.C. h CV !• 4.PORCH BEAM FRAMING NOTES pp A.BEM=POCKET PORCH BEAMS AT TOP PLT ELEV. - NOTCH TOP OF PORCH BEACn M 3'FOR BEAM PKT CONNECTION - - AT WALL.TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT N ELEVATION.3 y'MINIMUM BEARING REQUIRED IN WALL PORCH BEAM TO STUDS W/MT82D OR MSTA24. B.SHIM BELOW PORCH BEAMS JUST ABOVE TOP RT ELEV. PORCH BEAM TO TOP PLT WI MTS12 OR MSTA24. LL W C.POST DOWN PoRCH BEAMS ABOVE TOP PLT ELEV. O PROVIDE DOUBLE STUD POST DOWNSUPPORT AT WALLFOR PORCH BEAM.BEAM TO POST DOWN STUDS W/HTS200R, z MSTA24.POST DOWN STUDS TO STUDS BELOW w/HTS200R � MSTA24. y D.BFAM ATTACHED TO E%ISTING FRAMING ATTACH PORCH BEAM TO EXISTING STUDS OR KINGIJACK STUDS wl SIMPSON HUC HANGER MATCHING PORCH BEAM O • DIMENSIONS. O T02ND W BALLOON FRAME WALL LEVEL DBL TOP PLT W/(2)28 5.SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER F- TYPICAL WALL SECTION SHEET. (o NO.2 SVP @ 16'O.C.OR !n ' •ADDITIONAL STUDS REQUIRED TO PROVIDE FULL TI MBERSTRAND 1.55E-(3)114'k5Y' BEARING BELOW ROOF GIRDER,MIN(/)STUDS 2 2STUDS w 6.HIGH UPLIFT CONNECTION: H- O 2 STUDS LSL @ 1T O.C. - 2STUDS�' NOTE 6 •TYPICAL TOP PLATE TO STUD CONNECTION®16'O.0 OR .FASTEN ALL STUDS TOGETHER W/(2)ROWS 10d Q j a e'O.C.STAGGERED C518 o r - (2)CS78 p CS18 rc- THREADED ROD®48.O.C.PER ADDENDUM. HEADER TOGERED JACK UDS W/MSTAN ALTERNATE'METAL FLAT STRAP 2ND LEVEL STUD TO IST LEVEL L •JACKINING GROUP TO FRAMING BELOW W/CS18 STUD'®MAX 37 O.0 OR THREADED ROD AT 48'O.C.PER ADDENDUM. Ix (7)2x6112 •IST LEVEL STUD TO BOTTOM PLATE W/SDWC15450®16'O.C. Q ' •APPROXIMATELY 6- LENGTH - 2 STU OR THREADED ROD®46'O.C.PER ADDENDUM. d $ •NOTE 2 FOR TIE-IN I RAG TRUSS CS1 O r z pJ •SECOND LEVEL SW2 NDSTUDSTO O AUGN DIRECTLY AS E FIRST LEVELSW3 u ~ END STUDS •FASTEN BOTTOM PL O FLOOR DECK W/ 10d®4.O.C. oWvra°z (2)2x411 m$ NO 1 NF3 nm ioai¢'a<iWt iLLo ZN n¢mQ ui'uF°olmiva°¢ - 2STUDS uoo h pima i°- �mp2W C518 O¢ WIn Oa Yu uOp Off¢ Z FFHmOs¢�iaz.zia� 2STUDS m pamnrl¢��o W�oaW �ta1 CS18 rcE W !azhx FZOUjm-.z z ¢aa zdww . �� z n°ez>kmwn¢m-z HH 0 iirza zilo W3 y�oamz-aa e�3-Ga 0 pm (2)w is W ?OFm 1!F z¢¢ s �N WSP HDR-02 STUDS 2 O 1 p Lalz ZfyjZ.O°H�- fA Q �DH�3Na aDNH�°° � - 2 , � oHouaF w CS18 NOTE4 w LL (2)2x622 - 2STUDS C51B ¢� Z SHEET ND: - ST-4 H U) 1 MCS 84 O STRUCTURAL Q.2STu°s o o FRAMING PLAN o CS18 2 rc Oo NOTES U LL 1. FLASHING B WATERPROOFING ARE Q ATZS3O of OUTSIDE OF STRUCTURAL ENGINEERS eoNlsxxl: "NOTE TO FRAMER" t o (2)2x6112 12 SCOPE 6 SHALL BE DESIGNED 8 0 1515 Ocean Blvd (N34'1� BEAM BOt MUST ALIGN nl a• SUPPLIED BY BUILDER DIRECTLY BELOW SECOND 7j ® 2.BUILDER TO SUBMIT SHOP DRAWINGS OF LL FLOOR SW2 !n G PROPOSED HANDRAIL CONSTRUCTION Q m 8 FOR APPROVAL BY EOR PRIOR TO 0 LOT No" z CONSTRUCTION S INS—T— W. NSPECTIONz '- H U 3STUDS u00 0LL8 Y �1 - 4 STUDS u w ELS S O p - (2)GS18 0 S Custom CS18 K •(2)2xF1fl (2)2x4-1/1 Cf) 2x12 J wsP rDR-02 Z DESIGNED: (2)2x4.112 SWt JJ------ NOTEa LU SCP/JEF •4x4 N0.2 SYP PT POST W `SWC NOT 1 r• NOTES •POST TO POST BELOW H- REVIEN£D. 2sruos�N wi(mcsle a DBM CS18 O xQx REVI— DRTE Q UU ' m Q ' Z N LL APEX y STRUCTURAL CD ENGINEERING O z U LU SECOND LEVEL STRUCTURAL FRAMING PLAN 1/4" = 1' 0" X W 0. Derek B.Murray Q P.E.No.71457 METAL CONNECTOR ENGINEERING 062420,3 FRAMING KEYNOTES(METAL 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 SHFARWALLS HAVE VAULTED TOP '.. PLATES,ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. 3.ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: A.IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS BOTTOM CHORD TO SW DBL TOP PLATE W/10d @3'O.C. O B.FRAME AND SHEATH SW TO FLOOR DECK ABOVE ATTACH O FLOOR DECK TO SW DBL TOP PLATE W/1010 3'D.C. 4.PORCH BEAM FRAMING NOTESCO w A BEAM POCKET PORCH BEAMS AT TOP PLT ELEV. '.. - NOTCH TOP OF PORCH BEAM 7 FOR BEAM PKT CONNECTION AT WALL.TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLT ELEVATION.3 Yi'MINIMUM BEARING REQUIRED IN WALL N PORCH BEAM TO STUDS W/HTS20 OR MSTA24. n1 B.SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV. J PORCH BEAM TO TOP PLU- T W/MTS72 OR MSTA24. U. W ''.. C.POST DCHBEAMS ABOVE PLTELEV. = O PROVIDEE DOUBLESTUD POST DOWNN SUPPORT J ATWALL FOR > PORCH BEAM.AM.BEAM TO POST DOWN STUDS W/H752D OR, Z MSTA24.POST DOWN STUDS TO STUDS BELOW w/HTS20 OR MSTA24. N D.BEAM ATTACHED TO EXISTING FRAMING Q ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS'I SIMPSON HUC HANGER MATCHING PORCH BEAM BALLOON FRAME WALL T02ND DIMENSIONS. LEVEL D8L TOP PLT W/(2)218 lL '^ •ADDITIONAL STUDS REQUIRED TO PROVIDE FULL NO.2 SYP®16'O.C.OR 5.SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PLATE PER LU v, BEARING BELOW ROOF GIRDER,MIN(4)STUDS TIMBERSTRAND 1.56E-(3)1.'115.' TYPICAL WALL SECTION SHEET. •FASTEN ALL STUDS TOGETHER W/M ROWS 10d - 2 STUDS 5T.23 LSL @ 17 O.C. - 2 STUDS NOTE 6 2 2 STUDS N 8'O.C.STAGGERED �a7 6.HIGH UPLIFT CONNECTION: •HEADER TO JACK STUDSW/MSTA24 CS78 ¢ - (?)C518 C518 . •TYPICAL TOP PLATE TO STUD CONNECTION 014 O.0 OR Ir O '.. •JACK/KING GROUP TO FRAMING SELOW W/CS78 THREADED ROD®48'O.C.PER ADDENDUM. •ALTERNATE'METAL FLAT STRAP 2ND LEVEL STUD TO I5T LEVEL 0 (2)2141N (2)z—)2 STUD Q MAX 32'O.0 OR THREADED ROO AT 48'O.C.PER Y •APPROXIMATELY 6- LENGTH ADOENOUM. •NOTE 2 FOR TIE-IN / TRUSS 2 S •IST LEVEL STUD TO BOTTOM PLATE W/SDVX1545D®16'O.C. N .SECONDLEVE ND STU05 TO C51 o r y OR THREADED ROD®4B'O.C.PER ADDENDUM. d ALIGN DIRECTLY ABOVE FIRST LEVEL SW3 Z END STUDS p O �', - •FASTEN BOTTOM PL TO FLOOR DECK W/ In !- '.. 101®4'O.C. nO :D �$I o'er WSP MDR-02 (2)2x412 (q 0 xw o NO 1 NW3 Q] m° 0ZQ�2 YtW "STUDS wwww i0 n°iD Z��®mYZZO 00 O F�m 0•<¢<mm1. CS18 prc N Z LU Z <mo<OdrFFy01[mi¢ to fto ioyo a2 ip 2STUDS 10 m ui CS78 s15 W Zii�FOQio°-i�¢i y WSP HDR4V2 O CI 02. OLU ZQOZin i�zli0 H (2)2x4-1rz W yu°<mZ-¢Q¢z3F 6 iF NO 1 Q ZV: n mi<¢¢�4 IwLL - 25TUD5 D. NOTE FOu<FHi1¢-..oi°o1 ¢p C51B (2)21832 - 2STUDS'mow O -of?3Nn m<OPIf?mm Z SHEEP NO'. 2 MSTA24 O ST-4 $ 1 0618 2STUDs oo STRUCTURAL CS18 .!5 ffi FRAMING PLAN - NOTES O .roe NG. p 1. FLASHINGSWATERPROOFINGARE a AT2530 "NOTE TO FRAMER" r'? (2)2112 OUTSIDE OF STRUCTURAL ENGINEERS p a o 12)2x&1rz sueorvlsroN-. NO 1 BEAM Sol MUST ALIGN N SCOPE 8 SHALL BE DESIGNED 8 DIRECTLY BELOW SECOND ?� 0 SUPPLIED BY BUILDER o 1515 Ocean Blvd FLOOR SW2 N k 2.BUILDER TO SUBMIT SHOP DRAWINGS OF LL '.i 0 8 PROPOSED HANDRAIL CONSTRUCTION Q rw3 FOR APPROVAL BY EOR PRIOR TO - 3 STUDS w w y CONSTRUCTION 8 INSPECTION.1. Z LGT No. - 4 sruos 0 (2)csle K K Z LL (!) FLOOR Puff WSP MDR4Y2 CS78 rc- •(2)2x41/1 (2)2xi1M (212,12 S Custom O l2)2x412 SWI_ TEZ DESIG_ ryI (- NOTE ; NOTE4 NED: •4x4NO.2SYPPTPOST U SCP/JEF •POST TO POST BELOW W 2 STUDS W/(2)CS78 H- REVIEWED: csa ffi� LU DBM REVISKINS ONTE x M M WZ 0 LU Q Z N O APEX a . . } STRUCTURAL OENGINEERING O Z U SECOND LEVEL STRUCTURAL FRAMING PLAN 1/4" = 1' 011 IL x W QDerek B.Murray METAL CONNECTOR ENGINEERING P.E No 71457 08-292013 -'TYPICAL ROOF DECK,SEE TOP PLATE TO JACKIKING GROUP: - SHEATHING SPECS,SHEET ST-1 (I)SDWC156W SCREW AT OPENINGS60R LESS, 2x NO 2 SVP BLOCKING TO FIT J�(2)SDWCI56W SCREWS AT OPENINGS BETWEEN SAND 36"<c<8' SEE PLAN OTHERWISE I _ TIGHT BETWEEN TRUSSES, /V1 TRUbb OR RAFTER TO TOP PLATE W/ (3)1 W TOE-NAIL EACH END. HIO OR MTSI2 -— c / w f M10 OR MT512 WALL SHEATHING TO TOP PLATEW/8tl = JACKMING COMMON,SPACING PER TABLE 2ST-1. O GROUP BETWEENTOP T WOOD PANEL AND r0 CENTER OF FASTENERS. Q J � S C -2x6 NO 2 SVP BLOCKING AT FIRST TRUSS TO TOP PLATE W/H10 I (6)TRUSS BAYS FROM EACH w NOTE: TOP PLT TO STUD C TOP PLATE TO EVERY STUDW/ OR MT512 INSTALLED@ C TYPICAL TR SS� TYPICAL TRUSS) CORNER OF BUILDING.EACH SDWC156W @ MAX 16-O.C. INSIDE FACE OF PLATE AS TO TOP PLATE TO TOP PLATE BLOCK TO HAVE(1�TO TOP TRUSS OVER HEADER: '^ CONNECTION NOT REQUIRED sHowlr —TYPICAL Pure. CONNECTION CONNECTION -- - - TOP PLATE TO HEADER W/ UNDER GABLE TRUSSES PROPERLY WIND LOAD RATED SOFFIT MATERIAL EXTERIORWALL bIMPSONSDWCiSC-00@MAX TYPICAL TOP PLATE TO STUD W/ TYPICAL 32 O.C.(SEE HEADER EXTERIOR WALL (W� CONTINUOUS PERIMETER SEE TABLE 1 COMPONENT N AND CLADDING DESIGN PRESSURES ON SHEET ST-1. bDWC156000R MZSNT TYPICAL EXTERIORWALL FRA MING NOTESONSHEET N STUD SPACING PER TABLE 3:MAXIMUM ®MAX i6'O.C. EXTERIOR WALL ST-1 FOR ALTERNATES) IN EXTERIOR WALL STUD SPACING.ROOF STUD ALIGNED DIRECTLY LL BEARING ONLY. BELOWTRUSS RAISED HEEL TRUSS CANTILEVER TRUSS HEADER FRAMING 'SEE INSTALLATION#2 BELOW W TYPICAL WALL SECTION ALTERNATE ROOF-TO-WALL CONNECTION ALTERNATE SECTIONS AT ROOF z O (SECTIONS AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) O Y SEE TABLE 2:WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS FOR TYPICAL SHEATHING SPECIFICATIONS N ■mmmm� TYPICAL EXTERIOR WALL SHEATHING TO BOTTOM PLATE H WALL TYPICAL EXTERIOR OR W/8d COMMON®3'O.C. OPT.2x_LEDGER,ATTACH w STUD TO BOTTM PLATE®HEADER JACKMING INTERIOR LOAD BEARING TO FLOOR TRUSS TOP H- GROUPS AND®16.O.C.WI SDWC15450 WALLCHORD W/10d @ 6'O.C. j SPLICE WALL SHEATHING OVER BOTTOM PLATE TO TRUSS: RIMBOARD.INSTALL(2)ROWS ed •PARALLEL TRUSSES:(1)SDWC15800 @I O.0 ALTERNATE S/IF.ATHINO COMMON NALS ABOVE AND BELOW In •PERPENDICULAR TRUSSES:(2)SDWC156W I@ CMNECTOR: ALTERNATE STRAP SHEATHING SPLICE.OFFSET ROWS n O 24'O.C. CONNECTOR: (MIN I-}',MAX 5')AND SPACE NAILS '1\ O EXTERIOR WALL 0 a-O.C.STAGGERED. \ U COVERING PER SPECS 1I'z MIN.78 GAGE \ Y BOTTOM PLATE TO RIBBON BOARD METAL STRAP®4B' TO LAP UPPER AND GAP PER APA RECOMMENDATIONS WI t0d 6'O.C. \ O.C.W1 MIN(5)NAILS GABLE OOR LOWER LEVEL WALLS 77 EACH IN UPPER AND CONTINUOUS.4 TRUSS BY OTHERS d AS SHOWN.MINIS) LOWER STUDSIHEADER RIBBON BOARD- NAILS aMD NAlls PER STUD \ WALL SHEATHING TO BOTTOM PLATE W/ .75'THICK(MIN)OS&PLV WOOD RIM TO U !!d COMMON,SPACING PER TABLE 2,ST-7 ----- ------ _ MATCH FLOOR DEPTH H \\ ONTINUOUS 2x4 RIBBON BOARD �40.0?DMGONA BRACSYP DIAGONAL BRACE0 FLOOR 7 ir WOOD FLOOR WALL SHEATHING TO TOP PLATE W/ W \\ WALL SHEATHING TO TOP PLATE W/8tl L^ Id COMMON 0 3-O.C. TRUSS OR DBL TOP PLATE W/(3)104 N x O 2 F O TRUSSES BY OTHERS TOENAILS AT EACH END. n COMMON,SPACING PER TABLE 2,ST-1 NOTE: FLOOR-TO-FLOOR TYPICAL EXTERIOR WALL n ■`DD3 Fx Qeo.Qiu■■ TOP PLATE TO TRUSS FJCTERIOR SHE? RING TO SPAN METAL FLAT STRAP 2ND LEVEL ALTERNATE�"WSP RIM BOARD CONNECTION NOT REQUIRED a PARALLEL TRusses:sowmSSW 137 o.c CONTINUOUS ACROSS FLOOR SYSTEM STUD TO 1 ST LEVEL STUD SPLICE CONNECTION W °""■° e;n;:-Q° UNDER GABLE TRUSSES AND PERPENDICULAR TRUSSES:sowclssW®zr f/I D a m y .y W H■ n'z o o.. w zaD r® ■.F_W■ PARALLEL FLOOR TRUSS Z <o■; I•Q Q= WHERE COMMON TRUSS SPAN IS STUcD SPACING PER TABLE 3:MAXIMUM ALTERNATE FLOOR-TO-FLOOR UPLIFT t:r m,■■F H.x■t s 6-FEET OR LESS. EXTERIOR WALL STUD SPACING.ROOF FLOOR-TO-FLOOR UPLIFT CONNECTOR NOTES: o■y x k?O o u`m AND FLOOR BEARING. 1.ALL SDWC SCREWS SPECIFIED ON PLAN OR TYPICAL WALL SECTION MAYBE OMITTED W/ALTERNATE 1L x 0 y = FLOOR-TO-FLOOR UPLIFT CONNECTIONS INCLUSIVE OF ALTERNATE THREADED ROD CONNECTOR PER 0 a 4 u n N F a■Q t n= ADDEN2.ALTERNATE ATSTRAP CONNECTOR APPLIES TO IST FLOOR HEADER OR STUD W TYPICAL WALL SECTIONrt v 0 y i e m_`` 3. W x H D D=•;W■ . THREADED ROD OR QUICK TIE SYSTEM IS ACCEPTABLE OPTION IN ACCORDANCE WITH SUPPLEMENTARY Z DESIGN 8Y APEX TECHNOLOGY.ADDENDUM AVAILABLE UPON REQUEST. INTERALFXTERIOR OR a p> IOR OR LOAD BEARING WALL 2 2 0 o x r`m■a i s?i f it w xOx■■G<Fa�fay�� bTUDTO BEAM OR TRUSS @4B' FHxZf FY 3Z YQO GFS O.C.W/11'x18 GA.METAL bTRPP .Out -ii9x wx00S •ANCHOR BOLT(SEE OPTIONS)W/NUT AND 7 MIN Y1.36 KSI W1 MIN(5)NAILb EACH IN STUD Q -u F?3 N a m t 0 w F?u O SQUARE WASHER: MIN Yt'x10'L-HOOK THREADED ROD MIN X'x 6-TITEN HD MIN Y:'x E TITEN HD MASA TO TOP OF AND BEAM LL •EACH SIDE OF OPENINGS ANCHOR BOLT BOTTOM PLATE W/(b) •WITHIN 17 OF END OF PLATE SEGMENTS ADHESIVE(OR WOOD BEAM OR TRUSS Z SHEET rq' •MAX 48'O.C.OTHERWISE DO NOT USE I-BOLTAT 7 W x i \\\\\ APPROVED EQUAL) GIRDER PER PIAN _o ST-5 HOLD-' CONNECTORS TO TOP OF WOOD �\ 1QQ- PLATE 2.6 BOTTOM PLATE 2x4 BOTTOM PLATE K WALL SHEATHING TO PT SILL PLATE WITH \ _ TYPICAL WALL Bd COMMON,SPACING PER TABLE 2,ST-1 °d MASA TO 510E OF w SECTION 8'EMBED AT SEMWALL BOTTOM PLATE W/(3) O ,LOB ta: BETWEEN BOTTOM OF PANEL 6'EMBED AT MONOLITHIC 10d x 111- U ANO CENTER OF FASTENERS. ° ° MONOLITHIC OR ° MONOLITHIC 2ND FLOOR WALL TO BEAM OR HEADER AT2530 MONOLITHIC OR d d d g MASA SET%-TO THE STEMWALL FOOTING FOOTING ONLY uBDNISIW: ° STEMWALL FOOTING STRAPPING METHOD FOR UPPER LEVEL FRAMING TO BEAM(OR GIRDER) MINIMUMA`/MAX%'GAP BETWEEN INSIDE Of SLAB. PER PIAN APPROVED ADHES '. t10RIVE BOTTOM OFPANELANOTOPOFSIAB. OR EPDXY ANCKING M EACH KING STUDT08EAMEADERBELOWWITH O 1515Ocean Blvd LL d' MSTA36(OR CS18)WITH(I 8)10d. �X MONOLITHIC OR 3 ° MONOLITHIC SHEARWALLS: DOUBLE STUD AT SHEARWALL ENDS TO BEAMIHEADER Q STEMWALL FTG PER 4t/x" FOOTING ONLY BELOW PER SW SHEAR WALL SCHEDULE ON SHEET - PLAN DRILL 8 EPDXY °d TITEN HD IN 2X8 °d TITEN HD IN 2X4 "`WHEN FLOOR SYSTEM EXCEEDS 16'DEPTH.USE SIMPSON CSIS Lo x \ z \\\ �d jj IXTERIORbHFATHINOTORE50LVE 1/z J-BOLTANCHOR ANCHOR ° BOTTOM PLATE BOTTOM PLATE d MASAANCHOR EXCLUSIVELY FLoow�AN: e ° \�\ WALL UPLIFT AND SHEAR AT SILL PLATE.TYPICAL uNo.�� ALTERNATE SECTIONS AT FLOOR o Custom TYPICAL BOTTOM PLATE ANCHOR OPTIONS Z DESIGNED: TYPICAL WALL SECTION BOTTOM PLATE ANCHOR NOTES: w SCP/JEF (SECTIONS AT FOUNDATION ARE TYPICAL FOR ONE AND TWO STORY APPUCATIONS) 1.ANCHOR REQUIRED ADJACENT TO EACH SIDE OF OPENING 2.TYPICAL ANCHOR BOLT SPACING IS 48.O.C.,SEE PLAN FOR NON-TYPICAL BOLT SPACING.REQUIREMENTS REVIEWED. TYPICAL WALL SECTION NOTES: 3.MINIMUM(2)ANCHORS REQUIRED IN ANY SEGMENT OF BOTTOM PLATE.ANANCHOR MUST BE PRESENT w DBM 1. ALL TOP PLATES ARE TO BE BUILT WITH(2)2x NO.2 SYP FASTENED W/(2)ROWS 10d @ 8"O.C.STAGGERED WITHIN 170E THE END OF ANY PLATE a (UNO). MINIMUM 48"LAP W/MINIMUM(20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. a ALL BOLT ANCHOR OPTIONS REQUIRE NUT AND rsOUAREWASHER ¢ RE11- DATE 2. 1 ST AND 2ND FLOOR BOTTOM PLATES SHALL BE NO.2 SYP DUE TO FASTENER CAPACIITIES. 3. FLOOR-TO-FLOOR UPLIFT CONNECTIONS NOT REQUIRED UNDER JACK AND GABLE TRUSSES,TYPICAL. > 4. SEE PLAN FOR ADDITIONAL NON-TYPICAL METAL CONNECTORS AT GIRDERS AND SHEAR WALLS m 5. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NOT REQUIRED AT CRIPPLES BELOW WINDOWSILL BLOCK SDWC INSTALLATION SPECIFICATIONS,AS PROVIDED BY SCREW MANUFACTURER o ILL rE z W Optima171i' - 0 N.0• Rafter«Truss 23/4' -min aWhin - 10'� 30'Ma minimum Z Min 30• edge distanceeAP VEX (~JPEX z-or f Al values Splice may Preasurc LL (R «w h llhoit -be in upper healed siN QWWI 11711 ff 11511111SYM [- Do not inataN SDWC in a plate spice) or lower <x hatched area / - } STRUCTURAL SDWC15600 yi• 30 U ENGINEERING �Y'Min OBsel 4'from Optimal 22h• t. Cver IIS / / W lP bDWC156lull values SDWC75950 at aR pleb mn tlon Z Finbh:Bla k E-Coat = �I. Nob.Slope4:-roofrafters may be sloped W to and inckding a SDWC156W-� Rafter to Tap Plate shorn (1)SWVC (2)SDWC W SDWCt 1212 pitchaM must be'GrdsmoWh'cut. SDWC15W0-- Trues to Top Plate similar Nobe.bill lateanchor to f-Mation not shown for clan. op P Y N_de:btutl-tD-BoOom PIaIe shown.Pll olntt irWaAatiars similaz. I X 1 STMLYYOSIMICROOFTOWALLFWALATKN �QSTMAWDSOW'RDOFTOWALLWTAlATKINWYJGE 'L OPT.SDAC WALIATgN-TRIAbRPFIERAUGtMVA7SRD 'ZD OPT.bDAC l6TALATIONRNJGE 3 SDWC MIN.EDGE DISTANCE FOR PLATE SPLICE 11 SDWCSTUD-TO-SILL PLATE CONNECTION 13 SDWC EDGE DISTANCE SPACING INFORMATION a Q Derek B.Munay METAL CONNECTOR ENGINEERING PE.No 71457 0&242013013 -ROOF DECK 16'MAX TRUSSES PARALLEL TO WALL: -ROOF TRUSS (1)DIAGONAL BRACE PER(10)TRUSSES APPLIED TO Z NO 2 SYP NAILER FASTENED — 7 Via'MAX 2X4 SPF(MIN)NAILER FASTENED / % OR RAFTER OPPOSITE SIDE OF WE86.DIAGONAL BRACE APPLIED AT TO DOUBLE TOP PLATE W/12d "-_-'-- 2X4 N0.2 SYP CATS @'17 O.C.-- - TO DBL TOP PLT W/10d @ 3'O.C. APPROXIMATE 45'ANGLE TO NO LESS THAN(3)TRUSSES. COMMON @ 3'O.C.AND TO(1) FASTENED TO DOUBLE TOP PLATE 214 N0.2 SVP NAILER TO _ 11 II II II ADJACENT TRUSS W/(1)ROW -\,- W/(4)12d COMMON AND TO EACH �� BOTTOM CHORD OF TRUSS-O,C ___ __ __ --� BLOCKING OF 12d COMMON 3'O.C. ADJACENT TRUSS W/3104 @ 3.O C '~�I, TRUSSES PERPENDICULAR TO WALL -- i / CONTINUOUS LATERAL RESTRAINT @ () W/10d COMMON h4 SPF(MIN)BLOCKING BETWEEN EACH (CUR).QUANTITY AND LOCATION \ COMMON TOE-NAILS. BETWEEN EACH TRUSS.FASTEN TRUSS.FASTEN TO DEFINED BY TRUSS SHOP DRAWING. TO DBL TOP PLT W10d @ 4'O.C. BEAM w/1Od @ 4'O.C. TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD- 7/`OSB SHEATHING FASTENED / FASTEN TOP PLATE TO EACH-- FASTEN TOP PLATE TO EACH TO NAILER W/Sd COMMON @ 3 ?"OR THICKER COX \ O.C.AND TO DOUBLE TOP PLATE OR OSB FASTENED TO OTHER WITH(2)ROWS OF(4)iQv OTHER WITH(2)ROWS OF(4)tm / APPLIED TO EITHER IF LATERAL RESTRAINT MUST BE p COMMON BETWEEN EACH STUD COMMON BETWEEN EACH STUD W/Bd COMMON @ 3'O.C. / TRUSSES,RAFTERS \ SIDE OF WEBS MADE OF MORE THAN ONE PIECE, 8 FASTEN TOP PLATE TO EACH J 2x WALL FRAMING OR BLOCKINGWiBd DO 50 WITH OVERLAPPING BRACES Vie'OSB ATTACHED TO STUDS_---� /%•OSB ATTACHED TO STUDS OTHER WITH(2)ROWS OF(4)10d \\ 12''E COMM @ 3'EDGE, PORCH BEAM LIKE THIS(TYP EVERYWHERE WITH MINIMUM Bd COMMON 3' WITH MINIMUM Sd COMMON 3' COMMON BETWEEN EACH STUD W @ @ PORCH BEAM TO POST: '^ O.C.ON EDGE,170.C.IN FIELD. O.C.ON EDGE,I7O.C.IN FIELD. %•OSBATTACHEDTO STUDS -WOOD STRUCTURAL _-.- U (1)MSTA24 O WITH MINIMUM 8d COMMON @ 3' SHEATHING W POST TO S. O.C.ON EDGE,17 O.C.IN FIELD. ABU POST BASE ANCHOR C OR DTT2Z TRUSSES NEEDING BRACING OPTION 1 OPTION 2 OPTION 3 TYPICAL PORCH SHEATHING DETAIL (UNLESb NOTEDO HE sE) ''. THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES LATERAL BRACING-MULTIPLE TRUSSES WILL UNLESS NOTED OTHERWISE. 1.ALL RESTRAINT LUMBER SHOWN SHALL BE 2X4 NO.3 SPF OR BETTER(UNO). LU INTERIOR SHEARWALL DETAIL 2.SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE,IMMEDIATELY J O 1.FOR TRUSSES THAT SIT DIRECTLY ABOVE THE WALL,FASTEN TRUSS CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. J 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 INDICATEDAS Z 2.THIS INTERIOR SHEARWALL DETAIL IS INTENDED FOR USE IN AREAS WHERE NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. O THE SHEARWALL RUNS PARALLEL TO THE TRUSSES.THIS ISA PREFERRED 4.ALL FASTENERS SHOWN ARE.131'z 3'LONG(UNO). U) ALTERNATIVE TO FRAMING ABOVE THE PLATE LINE TO THE ROOF DECK KING AND JACK STUDS 5.DESIGNED PER SCSI-BB 2007. U PER ENGINEERING _GARAGE DOOR 8UCK/JAMB NAILED LY TO STUDS W/(2)164 COMMON OR 0 12d CC NAILS 16'O.C. 7 '^ \. m� -1— -r CONTINUOUS LATCE ERAL UBS RESTRAINT WEB 1_ -F v, /—NO STRAPS REQUIRED. WEATHER STRIPPING/STOP JT Jr TUTE TRUSS TO TOP PLATE W/ WE8 MEMBER SPECIFIED ALTERNATE BRACING to CAI tOd TOENAILS 4'O.G. O: A GARAGE DOOR SIZE CLR T OR L SCAB ~ 2x4 (2) IRON 2X4 (1)214 0 O (2)MSTA36 CENTERED ABOUT � 211 2 ROWS 2.6 TOP PLATE ___ -J 216 1ROW 1,4 (1)2x6 CHANGE NO 2 SYPT-BRACE FASTENED TO (a2X4 ' CHANGE IN PLATE HEIGHT WEB W/tOtl AT 6'O.C. 2x6 2 ROWS 215 (2)214' � TRUSS DIRECTLY OVER WALL 216 SVP GOAL POST ATTACHED 218 1 ROW 2x6 (1)2x8 Q IF 214 CATS ARE INSTALLED PER INTERIOR SHEARWALL (2)NISTA36 STRAPS INSTALLED A STUDS W/L21 ROWS OF 33i' N��� a DETAIL OPTION 2,DOUBLE OVER 2x_CENTERED ABOUT GALV DECK SCREWS @ 17 O.C. IN LIEU OF SPECIFIED DECK SCREWS FOR 218 2 ROWS 2x6 (21216' Z GOAL POST ATTACHMENT,THE GARAGE WEB WE FASTENED TO O CATS AT EACH END OF STRAPS. BUTT JOINT. DOOR SUPPLIER MAY SPECIFY A FASTENING WEB W/1Od AT 6"O.C. NO CATS OVER STRAPS. GARAGE DOOR TRACK ATTACHED PATTERN OF THE GARAGE DOOR TRACK SINGLE TRUSS BRACING 7 PER MANUF WRITTEN DIRECTLY TO THE KING AND JACK STUDS, to SPECIFICATIONS 1.INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL THROUGH THE GOAL POST. u) RESTRAINT(CLR)IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE Q SCAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED. 9 a n a 0 WEB W/10d ATS'O.C. 2.INDIVIDUALWEB BRACING MAY CONSIST OF T-BRACING,L-BRACING,OR ^ Q� mp py�az OPTION 1-SEE'INT.SW DETAIL' GARAGE DOOR JAMB DETAIL -IF(2)BRACES ARE SCAB BRACING.REFER TO CHART AND DETAIL FOR MORE INFORMATION. ADJUST LOCATION OF REQUIRED,APPLY(1)BRACE 3.INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE,SPECIES,AND CATS AT STRAP LOCATION PER ELEVATION. TO EACH FACE OF WEB. GRADE AS WEB TO BE BRACED. ° o irc�y Zm J�®u220 am aaa]uL Z 'o �eWw°mmoD °omn.im�urmiF� U) in�arn®iu°umrmuu �, Z a nu FFiy i�<e (ELEVATION NEW) OPTION 2-SEE"INT.SW DETAIL' 2 JACK STUDS,1 KING STUD j o t (2)MSTA36 STRAPS INSTALLED HTTS 3 JACK STUDS m li (2)MSTA36 CENTEREDABOUT OVER OSB CENTERED ABOUT W CHANGE IN PLATE HEIGHT +++�TT�T����''''''���,���' BUTT JOINT. FASTEN STUD TO W ° ° x a z u a¢ CORNER STUD GROUP GARAGE TO BE FRAMED AS 216 Z m <u LL 2 r 0 U]Ivy y W1(2)ROWS 10a06' U` zzY z a:m�4u Dmaua O.C.STAGGERED.OMIT m 1Q Z W$o a rm?-¢ (PLAN VIEW) NAILS AT BOTTOM 2" A W i p F p n 0 i a m F D OF STUD FOR HITS IZ=6FF��o=OO�Zp OPTION 3-SEE'INT.SW DETAIL' IN H F p INTERIOR SHEARWALL AT VAULTED TOP PLATE (2)MSTA24OR(TOPH a TO NO2SYPDOUBLE HTTS - m i m•<�'H-__°5 TOP PLATE TOP PLATE FASTEN SHEATHING TO FRAMING O - H-3 N n m a Q Fl ".i MEMBERS W/8d COMMON @ 3'O.C. LL (2)MSTA36 TO INSIDE OR AS SHOWN Z a.—NO: OUTSIDE FACE OF WALLS 1-6 GARAGE RETURN PLAN VIEW F- NO 2 SYP DOUBLE (TYPICAL FOR EACH GARAGE RETURN,NOT TO SCALE) STRUCTURAL TOP PLATE O NO PANEL SPLICES (L DETAILS 2x FRAMEDOWNFROM HEADERABV O JOB ND.: U AT2530 JACK AND KING STUDS AS REQUIRED w tis HEADER TO BE CONTINUOUS TO a BDNISpN. 2X CROSS TOP PLATE,TOENAIL EA END W/ G '� (2)12d COMMON OR 10V CC INSTALL DBL 2z_BLOCIONG O U KING SNO W/NO FLRCH PLATE LL O 1515 Ocean Blvd IN FIRST TWO STUD SPACES. w a FASTEN SHEATHING W/8d FASTEN SHEATHING TO ZZ m 2x BLOCKING.11)EA SIDE,TOENAIL EA END SLOCKINGWITHSd zp COMMON GRID PATTERN @3.O.C. Q W/(2)124 COMMON OR 10d CC TO TOP PLATE I° EACH WAY,AS SHOWN LOT No' �'. 8 JACK STUDS COMMONS @ 3'O.C. °r i U EYEBROW WINDOW U N O SHEAR PANEL TOP PLT TO HEADER z Z W/(2)ROWS 10d COMMON @3' } a 3 O.C.STAGGERED U FLOOR BAN: WINDOW MANUF NAILING FLANGE O Zm JACK TO HEADER WITH MSTA24,(2) UJ Custom y TOTAL ASSHOWN O NOTE. N Z DESIGNED: CUT EXTERIOR TO MATCH RADIUS11 216 BLOCKING AT PANEL SPLICE _ WINDOW FRAME t'Ft' FASTEN STUDS TOGETHER FOR EDGE NAILING,EDGE NAIL w SCP/JEF WITH(1)ROW 10d AT 4'O.C. SHEATHING AT BLOCKING SHEATHING EDGE NAILING REVIPv PATTERN AT STUD GROUP,PER FASTEN ALL MULTI-PLV STUD w DBM 'WOOD STRUCTURAL PANEL' GROUPS W/(2)ROWS 10d COMMON Ll WINDOW FRAMING-72"OR LESS EYEBROW TABLE,sr-1 ? @ 8 O.C.,STAGGERED R6ws a s DA E y SIMPSON HTT5 HOLDDOWN W/17 EMBEDMENT }m 6 4e-DIA.ALL-THREAD W/7 ROUND INSTALL ASSEMBLY Z WASHER AND 7'EMBEDMENT LTJ OVER WALL FASTEN EACH RAFTER STUDS TO SLAB WITH SE SHEATHING. TO NAILER WI MIN(4) DTT2Z OR LTT20B Q BD COMMON lyl 216 NO.2 SYP COM. TOE-NAILS. HIS DETAIL APPLIES TO STRM HT RUNSO 10 WALL 4 a a NAILER ANDSW.THISDOESNOT APPLY TO 45-DEGREE OR 4 Q 90-DEGREE CORNERS. Z FASTEN CONTINUOUS 2X4 NO.2 SYP RAFTER AND ELEVATION VIEW O NAlLERS TO SOUR CEILING JOIST AT 24.O.C. CHANGE IN PLATE HEIGHT FRAMINGMEADER (TYPICAL FOR EACH GARAGE RETURN) WITH D I'z 6'LAGS FASTEN RAFTER TO JOIST F OR WOOD SCREWS @ WITH MIN(4)BD COMMON. U MAX 16'O.C. •FASTEN SHEATHING TO FRAMING MEMBERS.. ePEX COMMON @ 3'O.C.,AS SHOWN U- AP 2.4 N0.2 SYP COM. SHEATH ASSEMBLY FULLY •FASTEN SHEATHING W/Sd COMMON GRID PATTERN Q NAILER PER STRUCTURAL PANEL @ 3'O.C.EACH WAY,AS SHOWN (/J 211— SPECIFICATIONS,ST-1,FOR •FASTEN REMAINING SHEATHING W1 8d COMMON @ 3' } STRUCTURAL ROOF SHEATHING. 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ANAYiiGkWpAlW+;dyW.Nt1%�++rasi+'�rw: 2010#DRAG LOAD APPLIED TO T10A. 3430#DRAG LOAD APPLIED TO T11. REFER TO SHOP DRAWINGS AND REFER TO SHOP DRAWINGS AND STRUCTURAL ENGINEERING FOR STRUCTURAL ENGINEERING FOR rp"�,T��y�T T�� ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. Ng�La,�Jl~L ■1 iK`U • N r -584 - - __ N A DIVISION OF N M M O r rb m O O O O O N N N N N N M V N O r O O O st x u at st at co In U JO6 ii ik # I ik it In N M (p O r r O CO c0 9G aD aD c0 aD t00 10 V m M a C V a r r r r v m r '� I II II II II I II 11 II 11 II II II II II II J02 - Z) > I> > > > > > > > > > J07 J08 J03 - — 5• —5'—. 22• -— J08 J03 —- A51 ,� I / Jos �o ALP E Xn J08 J04 _ 09 J01 — J05 Jot This drawing is not sufficient I _ _I "' ` J ~ Jo1 m alone for installation. Jot — Jo5 . ' 1 Additional instructions o Jot — Joe > i 10 101 J12 Jo1 accompanying this drawing, / including BCSI-61, should be J0�5 Jot J05 I.- J13 used in conjunction with the architectural and structural J04 ' JosA ti✓o, plans during installation. If BCSI-B1 has not been z,° I Jo6Ashipped to the site with the J03 V09 shown on this JosA components J03vo8 page, please contact Apex J07A Technology for a free copy. ''. J02 v chi c#v co In v rn ., n r �' °s Permanent bracing for the a v v v v II u u u n n n u u u > J06A > > > building, including bracing to U= 468# rzo =1 278 resist wind,seismic,or other L z's" lateral forces, and permanent — � No 2990#DRAG LOAD APPLIED TO T12A. 0- 2990# bracing for all structural REFER TO SHOP DRAWINGS AND elements, is the responsibility ALL EXTERIOR WALLS HELD BACK 1/2"FOR SHEATHING ��°� 0 0 0 0 o y✓p STRUCTURAL ENGINEERING FOR of the Engineer of Record for > > > > > ADDITIONAL INFORMATION. s8" o the structure or the building tr11"— �NJ1 N J� —19' �— --- 20'5" designer�OOM% 2002 •.to CO:^ moi `� _Zy:� m vt ° 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 8-23-13 BUILDER: Ossi Homes SUBDIVISION: Ocean Blvd LOT NUMBER: MODEL: Custom DESIGNED/CHECKED: DB/DM nUEnUSS -- - -- 58'4" --- -_- - ---— ---- --- A DIVISION OF ., W V In N 1n In In In O W W N M M M 7 V '7 V 7 LLO O W �'*i 11\UEHOUSE U' W I7 LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL III IV 11 11 ivi IV III �i ❑LL I I STAIRS N 2' 2— -T-2'-T-2'-T-2'-[-2' 2' 2' -2-1-2— -2'-T-2 2' NF19 FJ�lrJi FRJ F.R1 Fli�� < < FG4 = _ HTU26-2 F02 PEX THA422, THA 2 F20 HTU26-2 FG5 • F02 F02 THA422, THA422 c° THA422, THA422 F02 This drawing IS not sufficient M Foz N N N N N N N alone for installation. THA422 El = _ _ _ _ _ = THA422 F02 Additional instructions F02 GLI10-2 3 ~ ~ ~ ~ ~ ~ ~ F028 accompanying this drawing, fAPEX THA422 N N N N N N FG3 ''. F02 w IN IN . a IN including BCSI-B1, should be FG1 N N , LL F F F used in conjunction with the Z a Z architectural and structural H2 2' 2' 2-- 2- 2' ° 2' m 2' 2' 2' 2'- C` 2-- 2-- -2-- 2-- 2' -2- z 00 plans during installation. If P: BCSI-B1 has not been 2' 2' T�1 o LL shipped to the site with the components shown on this page, please contact Apex Technology for a free copy. rs" Permanent bracing for the m building, including bracing to LL 0 LL LL LL LL LL LL LL LL LL LL resist wind, seismic, or other LL LL m ALL EXTERIOR WALLS HELD BACK 1/2"FOR SHEATHING lateral forces,and permanent bracing for all structural 19' 9's" 22's" 6'10"� elements, is the responsibility �- 58'4" — of the Engineer of Record for the structure or the building designer, per AN' 1 1- 2002 C 1111 NI `�{, lrr = fil1%1 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 8-117-"I 3