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Paradise Lane 900 i nose arawings are noi io oe reproduced or copied in any form or manner whatsoever without the written permission of BESTCON Homes fig 32 CL MQ 5 c; 9 c3 0 E s S �UU4 , 1 (3 .0 V5 G �,,2 ag cc cc S %-:5 2 E- HOV30 01INT11V JO A1,13 CL ig" 8 c L Q3A08ddV 0 tS E 'F- 8 w + 0 , '§ CM L ot 14 Para i e Pre erve M E .0— V St. Au ustine Florida 0 iq 03 0 5 1= 1 8 142 6 0L E 2 IL IN-1 ILL 4/ J�, ,77 001, ZX� "WS 0 E3 E:1 I I I L_j 11 IM11 Li > ry LLJ V) LJ (Y n CD Li LJ Cn > < (I--*" � Li ry < Lj_ n CD < n U) 00 > 0 CN 0 DRAWN BY R. RO MAN DATE 02-27-06 SCME AS INDICATED CHECKED BY P.N. PLM NO 05-Bl -0172 SHEET NO A080 q 00 pct ra cjl sc These drawings are not to be reproduced or copied in any form or manner whatsoever without the written permission of BESTCON Homes Periods only used on one word abbreviations, if the abbreviation 4 is a different word by itself; e.g. ARCH., BIT., and LAM. ENERAL NOTES 4D ABBREVIATIONS Periods are usually used when abbreviating multiple words, unless they SHEET INDEX are very common without periods; e.g. AFF, HVAC, R/A, and WWM. A.B. ANCHOR BOLT FAS FASTEN(ER) PAR PARALLEL Q> =0 E 0 C3 -ro ESIDENTIAL) 5. SIDING&ROOFING ABV ABOVE F.B. FACE BRICK P.BD. PARTICLE BOARD 1. DESIGN CODE:2004 FLORIDA BUILDING CODE(R A F P vai I C� z; OCCUPANCY:RESIDENTIAL GROUP R-3(ONE&TWO FAMILY DWELLINGS) A/C AIR CONDITIONING F.B.O. FURNISHED BY OTHERS PC.CONC. PRECAST CONCRETE .2-5; ACC ACCESS F.D. FLOOR DRAIN E tS CONSTRUCTION:TYPE VI,UNPROTECTED P.E. PORCELAIN ENAMEL Li :5 =3 8 A. Vapor Barrier shall be applied on all exterior walls. Install as per manufacturer's ARCHITEC U AL ANY DEGIGN SPECIFICATIONS PROVIDED BY THE ENGINEER OF&/OR CONTRACTOR OF RECORD AC.T. ACOUSTICAL TILE(CLG) F.E. FIRE EXTINGUISHER PED PEDESTAL(SINK) co co CL requirements. AFF ABOVIE FINISH FLOOR F.F. FINISH FLOOR(LINE) PERI PERIMETER 0 ARE TO SUPERCEDE THOSE PROVIDED BY THE DESIGNER A.D. AREA DRAIN F.G. FIXED GLASS PKG PARKING :5 4-0 0 .0 2.6 B. Install#15(min.)felt under all shingles. ADD ADDENDUM "; %,,.- All work performed shall comply with F.B.C.2004,State building code,This building to comply only wl section R302 FGL FIBERGLASS PL PLATE(HEIGHT) + C -2 = ADH ADHESIVE FIN FINISH P.LAM. PLASTIC LAMINATE A0w0 COVER SHEET -9 0 &R324,inclusive&the provisions of chapter 44 8 og q> C. Nails only to be used for roof shingle attachment. ADJ ADJUSTABLE FLG FLASHING PLAS PLASTER E- > AGG AGGREGATE FLR FLOOR(ING) = -25 2. Minimum Design Loads: No staples allowed. PNL PANEL Al A INDEX, ABBREVIATIONS, SYMBOLS AND A.H.U. AIR HANDLING UNIT FLUR FLORESCENT(LIGHT) PNT PAINT(ED) 10= :B 8 E -8 FLOOR: 40 P.S.F.Live Load D. Flash all roof to wall conditions. ALT ALTERNATE FN FENCE PIR PAIR(OF) GENERAL NOTES 10 P.S.F.Dead Load ALUM ALUNAINUM FND FOUNDATION PREFAB PREFABRICATED E. Gutters to be 5"(min.).27 gauge aluminum with baked enamel finish. Downspout to be 411 A.P. ACCF-SS PANEL F.O. FACE OF PSF POUNDS PER SQUARE FOOT ROOF: 40 P.S.F.Live Load APX APPROXIMATE FP FIRE PROOF PSI POUNDS PER SQUARE INCH 10 P.S.F.Dead Load .20 gauge aluminum with baked enamel finish. ARCH. ARCHITECT(URAL) FPHB FIRE PROOF HOSE BIBB PTN PARTITION ASPH ASPHALT FPL FIREPLACE P.T. PRESSURE TREATED(WOOD) LAYOUTS Verify design loads with local Building codes and conditions.Refer to Structural A.T. ASPHIALT TILE FR FRAME(D)(ING) PV PAVE(D)OR PAVING Engineering for all structural details,specifications,and notes. 6. INSULATION AUTO. AUTOMATIC FS FULL SIZE PVC POLYVINYL CHLORIDE(PIPE) AVG AVERAGE FTG FOOTING PVMT PAVEMENT AWNG AWNIING FUR FURRED(ING) PWD PLYWOOD A2w0 FOOTPRINT PERIMETER PLAN A. Provide R-1 1 (Min.)batt insulation in all exterior walls and R-1 9(minimum)blown insulation 3. CONCRETE (or batt and blown insulation)in all ceilings or rafters adjacent to the exterior or to unheated B36 36"WIIDE BASE CAB. GA GAUGE Q.T. QUARRY TILE All 1 ST FLOOR PLAN spaces,plus R-19 at exposed floors. All insulation to meet HUD minimum property specs. B BD BOARD G.B. GYPSUM(WALL)BOARD 0 R-1 1 batts at fireplace chase walls and under fireplace unit. BF BI-FO)LD(DOOR) G.C. GENERAL CONTRACTOR R RISER(ON STAIRS) A2n2 2ND FLOOR PLAN A. Foundation types and designs may vary with the individual pertinent soils conditions on BIT. BITUNAINOUS GD GRADE OR GRADING R R/A RETURN AIR each lot. The Architect does not warrant or guarantee this building design in locations BLKG IBLOCIKING G.D,O. GARAGE DOOR OPENER R.B. RUBBER BASE where inadequate soils or landfill occurrences require special or additional design for BLDG BUILDANG GFI GROUND FAULT INTERRUPTER RAD RADIUS A23 ROOF PLAN structure or gas mitigation due to these occurrences. BLK BLOCK(CMUs) GL GLASS OR GLAZING RBL RUBBLE BLKG BLOCKING GL.BK. GLASS BLOCK R.D. ROOF DRAIN A2n4 FRONT & RIGHT ELEVATIONS BM BEANA G.I. GALVANIZED IRON REFR REFRIGERATOR 7. DRYWALL B.M. BENCHMARK GT GROUT REQ REQUIRED A2u5 REAR & LEFT ELEVATIONS BP BI-PAiSS(DOOR) RES RESILIENT B. All design,revisions,engineering,installation and liability of soil conditions,gas mitigation A. All walls to have 1/2"gypsum and all ceiling to have 5/8"gypsum or 1/2"ceiling board unless BRG BEARING 42"H 42"HIGH(WALL) REV REVISION(S),REVISED A2a6 BUILDING SECTION and structural designs due to inadequqte soils or landfill occurences shall be the noted otherwise. BIRK BRICK H HB HOSE BIBB REINF REINFORCED(ING) responsibility of the"Builder-Developer"or its subcontractors involved with the design and B.S. BOTH SIDES H.C. HOLLOW CORE RFG ROOFING A23 INTERIOR ELEVATIONS installation of such;and the Architect shall not be held liable or responsible for their BSMT BASE:.MENT HD HEAD OR HARD R.J.B. REINFORCED JUNCTION BOX implementations. B. Use water resistant gypsum board for exposed walls and ceiling at shower and tub wall BTM OR BOTr BOTTOM H.D. HEAT DETECTOR OR HEAVY DUTY RLG RAILING areas receiving fiberglass enclosure. BTWN BETVNEEN HDR HEADER R&M RANGE W/MICROWAVE BVIL BEVEILED HDW HARDWARE RM ROOM B.W. BOTH WAYS HGT HEIGHT R.O. ROUGH OPENING H.M. HOLLOW METAL R.O.W. RIGHT OF WAY C. Contractor shall be responsible for size,location and installation of revised steel reinforcing 8. INTERIOR TRIM AND FINISHES to be selected by contractor. CAB CABUNET HORZ HORIZONTAL R&S ROD AND SHELF(S) per local codes or specific soil conditions,whichever is more restrictive. C.B. CATCH BASIN HR HOUR GEM CEMENT H.R. HALF ROUND(WINDOW) SC SOLID CORE(DOOR) CER CERAkMIC 9. DOORS&WINDOWS HS HORIZONTAL SLIDER SCH SCHEDULE 4i S CF CUBI(C FOOT HTG HEATING SD SMOKE DETECTOR CHAM CHAWIFER ELECTRICAL D. Soil test must be approved by Geo technical Engineer prior to footing pour. HVAC HEATINGNENTILATING/AIR COND. SEC SECTION A. All patio doors-operable leaf inside. C.I. CASTr IRON HWD HARDWOOD(FLOORS) S.F. SQUARE FEET reinforce concrete footings and poured concrete walls as required for specific soil conditions C.I.P.CONC. CAST-IN-PLACE CONC. SF.GL. SAFETY GLASS B. Door and window infiltration shall be in accordance with local ordinance and shall meet CIR CIRCILE I.B. IRONING BOARD E. All concrete footings are designed to bear on minimum soil pressure of 3000 p.s.f.and performance standards ANSI/AAMA 101-88 for metal windows DH-C40 for vinyl windows CIRC CIRCIUMFERENCE I.D. INSIDE DIAMETER S.G.D. SLIDING GLASS DOOR El al MAIN FLOOR ELECTRICAL PLAN shall be placed on firm,undisturbed soil 3"-6"minimum below grade. Contractor to SH SINGLE HUNG OR SHELF(VING) and the CRIF shall not be less than 55. C.J. CONITROL JOINT OR CONSTRUCTION JOINT I.L.O. IN LIEU OF SHT (DRAWING)SHEET CK CALK14ING)CAULK(ING) I.M. INSULATED METAL SHTHG SHEATHING or local codes,whichever,is more restrictive. CL CLOSET OR CENTER LINE INS OR INSUL INSULATED(TION) SIM SIMILAR CLG CEILIING INT INTERIOR SKL SKYLIGHT CLR CLEAIR(ANCE) C. Provide insulating double glazing at all exterior glass areas and tempered glass in all sliding CLS CLOSWRE OR CLOSER(DOOR) JST JOIST(FLOOR OR ROOF) SL SIDELIGHT OR SLEEVE glass doors and in windows as per local codes. SNT SEALANT F. All concrete shall attain a 28 day compressive strength of 3,000 p-s-i- CM CENTrIMETER(S) JT JOINT SPC SPACER CMU CONICRETE MASONRY UNIT SPEC SPECIFICATIONS C.O. CASIED OPENING KD KNOCKDOWN(CEILING) SPK (AUDIO)SPEAKER(S) D. Caulk at all sash,sliding glass doors,entrance doors and bottom plates(all sides of COL COLUJMN K KIT KITCHEN G. Provide minimum 4"concrete cover at under slab utility locations. When concrete S-ST. STAINLESS STEEL openings)and head flash all windows and doors. COMB COMISINATION KO KNOCKOUT STD STANDARD pnca ement of ul'I't is ke n r? 1 81,.incrQsse?1ahthickn Ajoat�h utillyli Stal tf6n a ii n a edT bet-wee an C u Cp a n wa1% In grp a impre 0 tio U all slabs CONC CONCRETE KPL KICKPLATE(ON DOOR) STO OR STO STORAGE R V COND (AC)(CONDENSER K/S KNEE SPACE STL STEEL CONST CONESTRUCTION LAM. LAMINATE(D) STIR STRUCTURAL 10. MECHANICAL&ELECTRICAL CONT CON71TINUOUS SQ SQUARE H. CONTIR CON11TRACTOR L LAV LAVATORY(SINK) Wei SUS SUSPENDED CORR CORRUGATED including patio, porch and sidewalks. L.B.O. LOCATION BY OTHERS S.W. SHEAR WALL A. All electrical and plumbing requirements shall comply with local building codes. All outdoor, CPR COPPER LIV LIVING DIMENSION NOTE bathroom and garage wall receptacles shall be provided with ground fault circuit protection. C OR CPT CARPET L.L. LIVE LOAD T TREAD(AT STAIRS)OR TILE Service panels to be(min.)20 circuit,100 amp,110 volt. CRS COUFRSE(S) L.P. LAMINATED PLASTIC T.B. TOWER BAR Provide"Zip Strip"or tDoled control joints where indicated on the foundation plans. T CSMT CASEMENT C.ST. CAS1rSTONE LT LIGHT T.B.D. TO BE DETERMINED L.T. LAUNDRY TUB TC TERRA COTTA DIMENSIONS ARE TAKEN FROM FACE OF STUD TO C.T. CERAMIC TILE LTL LINTEL T.C.J. TROWELED CONTROL JOINT FACE OF STUD,UNLESS OTHERWISE NOTED. 4. FRAMING B. Provide gray box for washer and provide solid metal dryer vent(taped-no screws)to CTR CENTER OR COUNTER LVL LAM VENNER LUMBER(BEAMS) TEMP. TEMPERED(GLASS) CX CONNEXTION LVR LOUVER exterior. T&G TONGUE&GROOVE CY CUBIC YARD TEL TELEPHONE A. Laminated veneer lumber(LVL)shall provide the design values equal to or exceeding the M METER(S) THK THICK(NESS) C. All sewer and water sleeves to be depth and separation as per local code below adjacent 12"D 12"DIEEP MAX MAXIMUM following: M THR THRESHOLD D finish grade. D DRYER,OR DRAIN MAS MASONRY T.O.C. TOP OF CONCRETE 2800 psi in Bending,Fb DBI- DOUBLE MATL MATERIAL T.O.F. TOP OF FOUNDATION 285 psi in Horizontal Shear,Fv DECO DECORATIVE MC MEDICINE CABINET T.O.M. TOP OF MASONRY D. Provide main sewer clean-out within 5'-0"inside or outside of the building line unless noted DEM DEMOLISH,DEMOLITION MECH MECHANICAL T.O.W. TOP OF WINDOW 2,000,000 psi in Modulus of Elasticity,E otherwise. DEP DEPRESSED MFR. MANUFACTURER TR OR TRN TRANSOM(WINDOW) DET DETAIL C C 4" MH MANHOLE TP TOILET PAPER HOLDER VARIES B. Unless otherwise noted,all dimension framing lumber shall have an allowable bending D.F. DRINIKING FOUNTAIN E. In all buildings a continuous conduit shall be installed from the water meter to an exterior MIN MINIMUM TV TELEVISION OUTLET OR LOCATION A stress+875 p.s.i.,(1000 psi repetitive)or better. DH DOUIBLE HUNG remote water meter reader at a location to be approved by the Water Department. The MIR MIRROR TYP TYPICAL DIAM DIAMETER MISC MISCELLANEOUS All trusses shall be securely braced both during erection and after permanent installation in conduit shall be capable of accepting a low voltage minimum 2 conductor cable supplied a b ildinc and installed by the electrical contractor.The cable shall be copper and a minimum#18. DIM DIMENSION MLD MOULDING UC UNDERCUT(DOOR) in aowdance wg,.h commentary and recommendations as published by the Truss D.L. DEAD LOAD C. Unless omerwise no prc The water department shall make the connections. MM MILLIMETER UNF UNFINISHED J DN DOWIN(STAIRS) MMI3 MEMBRANE U.N.O. UNLESS NOTED OTHERWISE DIMENSIONS ARE TAKEN FROM FACE TO FACE OF MASONRY D.P. DAMFP-PROOFING M.O. MASONRY OPENING 7 UNIT OR FACE OF MASONRY UNIT TO FACE OF STUD. DR DOOR MOD MODULAR VB VANITY BASE *5-- DRY DRYER MACHINE MRB MARBLE .y T&G,Plywood subfloor glued and nailed. Panel span rating shall be APA V V.B. VAPOR BARRIER DS DOWNSPOUT MTL METAL VB36 36"WIDE VANITY BASE D/S DRAWER STACK(CABINET) F. Water service shall be 1"minimum from each exterior shut off valve. MT MOUNTED(ING) VERT VERTICAL A D.T. DRAIN TILE ZV� MULL MULLION OR MULLED VIN (SHEET)VINYL 2. Y4 DTL DETAIL V.S. VEGTABLE SINK 24/32, Exposure 1,with sealed edges. Install per manufacturers'spacing and edge DW DISH WASHER N/A NOT APPLICABLE G. All shower head heights to be 80"AFF at fiberglass showers and 84"AFF at ceramic V.T. VINYL TILE C/) recommendations. DWG DRAV41NG N N.I.C. NOT IN CONTRACT showers. DWR DRAWVER NL NAILABLE W3630 3611W X 30"H WALL CAB NOM NOMINAL j M. W W WIDE OR WASHING MACHINE ,wo EA EACH NO d it 0 S B woQd roof fhetiv withA cg?s-f,APA pnel span rating shall N.T.S. NOT TO SCALE le �rrfinirn*Uin-)under viny or i e o woo ra e oor s stems. EB EYEBROW(FLAT ARCH) N.G.V.D. NAT.GEODETIC VERTICAL DATOM 3. Y411 acy n?s v WC WATER CLOSET underl I mce E WD WOOD IMPORTANT NOTE: E.F. EACH FACE OA OVERALL WF WIDE FLANGE(STEEL BEAM) 4. E.J. EXPfikNSION JOINT 0 OBS OBSCURE(GLASS) WH WATER HEATER Min%2 ALL REFERENCES BY STRUCTURAL & MEP EL ELIEWATION O.C. ON CENTER W.H. WALL HUNG Pe 24 r �Qt os,,, ELEC ELECTRIC(AL) s6on r am a u f 88 wree%ss Phand'S 9A 8 9 Wit h rR 491be4 a IMWg aq Roof i Rew H08s HRW ENGINEERING WILL SUPERCEDE ALL NOTES, E.P. ELECTRICAL PANEL O.CAB. OVERHEAD CABINET WI WROUGHT IRON EQ EQUAL O.D. OUTSIDE DIAMETER WIC WALK-IN CLOSET REFERENCES & CALLOUTS ON THE ARCHITECTURAL EST ESTIMATE O.G.D. OVERHEAD GARAGE DOOR WIN WINDOW E.W.C. ELECTRIC WATER COOLER OH OVERHEAD W/W/O WITH OR WITHOUT D. PLANS. NOTIFY DRAFTERS OF DISCREPANCIES & EXG EXISTING OPNG OPENING WP WATERPROOF(ING) designs prepared under the supervision of a registered professional engineer. EXH EXHAUST OPT OPTIONAL W.R. WATER RESISTANT CLARIFY CONFLICTING INFORMATION. EXT EXTERIOR OSB ORIENTED STRAND BOARD W.S. WATER SOFTENER WSCT WAINSCOT W.T.W. WALL TO WALL E. Roof trusses manufacturer shall submit 2 sets of sealed shop drawings to builder for WWM WELDED WIRE MESH approval of roof trusses and beams > ry F. MinYl�'exterior grade plywood or OSB wood sheathing behind all masonry veneer,dryvit panels and cedar siding.See elevations for locations. LJ Li G. Pressure treated lumber to be used where wood is in contact with concrete and for 2x4 mud ROOFATTIC VENTILATION PER FBC 2004 SEC.806 0 ry EARTH Z4444444ffl PLYWOOD �7 In sill. FORMULA: Li CD H. Exterior deck construotion shall be with pressure treated lumber with dimensions as ELEVATION KEY OR SEUON KEY C) Li 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING indicated on the plans. SHEET NUMBER SAND OR GRAVEL FILL INSULATING SHEATHING cn > C/) — *144 SO. IN. � 1 SQ. FT. WOOD STUD PARTITION BATT INSULAMN BLDG. CEILING (SF)X 144 � BLDG (SQ. IN.) ry < BLDG, (SQ. IN.)1300 — SQ. IN. OF VENT REOUIRED ry l— DETAIL NUMBER OR SECTION KEY ry < it SHEET NUMBER 3-20 WOOD POST OR 2-2X6 SQ. IN. OF VENT REQUIRED / 2 50% AT RIDGE & 50% AT EAVES Llj n X A RIGID INSULATION < UNLESS OTHERNISE NOID A A BRICK LLJ Cf) \41 WATER CLOSET ry ANGLE W CONCRET BLOCK Li CO > CENIRLINE FIRST FLOOR PLAN 1456 SQ,FT, ov-- 0 HB CONCRETE TUB/SHOWER SECOND FLOOR 730 SQ*FT, HOSE BIBB (FREEZE PROOF) MWN BY R. ROMAN STONE TOTAL A/C AREA 2186 SQ,FT* GAS LINE STUB STEEL LAVATORY FRONT PORCH 164 SQ,FT, 02-27-06 PENNY DIMENSIONAL LUMBER DOUBLE SINK LANAI 123 SQ.FT. SCALE PATIO 0 r-% AS INDICATED PERPENDICULAR SQ41 4 1-CHECKED BY PLATE BLOCKING GARAGE 437 SQ.FT.- P.N. SINGLE SINK TOTAL AREA 2980 SQ.FT, PLM NO ROUND OR DIAMETER I FINISH GRADE WOOD 05—Bl —0172 SHEETNO Al 01 q00 Pa..ra d 1 5 e These drawings are not to be reproduced or copied in any form or manner whatsoever without the written permission of BESTCON Homes 401-011 JP CL — r fl Cis J-4 65 d E C 0 (D cr E Z LLI :5 2 cc CL a 8 -9i E + 78 C> STEPS AS REQUIRED BY CODE < 2 Vs F Au 0 C a: 8 8 2BL E=26 ao H8 4" CONC. PA110 SLAB F-T LLJ .S. FOR BBQ - % a_ 0 01-5 1 1% THIS PLAN IS TO BE USED FOR GENERAL LAYOUT USES. THIS IS NOT TO BE USED AS A STRUCTURAL PLAN. UNLESS SIGNED BY A LICENSED ENGINEER FOUNDATION NOTES NAIL ROOF SHEATHING IMPORTANT NOTE: dl 31-Y2 H -FOUNDATIONJ (PER STRUCTURAL) 2 VERIFY INTERIOR BEARING WALLS REFER TO ROOF PLAN FOR ROOF 3/4" RECESS FOR S.G.D. 1. STRUCTURAL FOUNDATION PLANS SHALL BE FIBERGLASS SHINGLES OVER 30# VAIRES PITCHES FOR ALL HOUSES NTH TRUSS ENGINEERING BY OTHERS. SEE STRUCTURAL ENGINEERING FELT OVER 7/16" OSB BOARD OR FOR ALL STRUCTURAL DETAILS AND NOTES. 15/320 PWD SHEATHING. 16" 2. SLOPE GARAGE FLOOR 1/80 PER FOOT TO AIR BAFFLE BTW EA TRUSS O.H. STRAP FOR TRUSS ANCHORAGE (SEE STRUCTURAL) NOTE: ALL ANGLES ARE 45 DEG. OVERHEAD GARAGE DOOR OPENING. 3. 4" CONCRETE SLAB w/ 6"x6"xlO"/1O" W.W.M. TO MAINTAIN 1/2" MIN AIR -.--R-30 INSULATION AT CLG. UNLESS NOTED OTHERWISE. V V / v/� OVER 6 MIL VAPOR BARRIER OVER CLEAN SPACE FOR VENT e7r ",-_n ri WELL COMPACTED (MIN. 3000 P.S.I.) GALV. METAL DRIP 1/2"-CEILING BD OR 5/81* GYP. BD TYP TERMITE TREATED FILL. (3000 P.S.I.) EDGE FIBERMIX OPT. 2-14 1-1Y12 T-6" J* 4. CONFIRM ALL INTERIOR BEARINGS NTH WRAPPED ALUM. D/W' TRUSS ENGINEERING OR CONV. FRAMING FASCIA OVER 2x8 ————————————7 V_ -------- I PLAN. T__T 4--------- PERFORATED 5. SUPPLY SEPARATE CONDUITS TO ANY 0 ISLANDS FOR GAS AND ELECTRIC. \ANYLI ALUM. SOFFIT 01, 6. CONFIRM ALL FLOOR OUTLET LOCATIONS - SINK w/ FRIEZE DISPOSAL Ll====�J I I NTH BUILDER AND/OR HOMEOWNER PRIOR TO SLAB POUR. V)00 6-1 7. GENERAL CONTRACTOR TO PROVIDE SLAB 3- 31-V PROVIDE MID-WALL BLOCKING FLAT WISE 0 c-r' I CONTROL JOINTS EVERY 400 SQ. FT. Uj JOINTS IN SHEATHING LU 2x STUDS @ 16" OC (MIN #2 SPF) \RECESSED REF HOWE SPACE n F-- :z L———————J -§F Z. P.T. PLATE w/ ANCHORS 4'-0 Ln PER STRUCTURAL e of ev > 4" CONCRETE SLAB WITH > 4" CONC. 6 x6"xlO/10 W.W.F. TYP. (3000 PSI. -o'-O" FIN, ELR& 7-4 VENTITHRU SLAB A/C PAD FIBER MESH OPTIONAL). ------ (1) 5 CONT, i r N N 4" CONC. SLAB w/ % t�_, SLOPE GRADE AWAY 6x6 NO. 10 WWM OR FIBERMESH. x 6 MIL VAPOR BARRIER ALL SIDES REINF OVER VAPOR BARRIER ------- rT OVER CLEAN COMPACTED IV pl TYPICAL FOOTING /S TREATED FILL SEE STRUCTURAL FOR SIZE & REINFORCING -4- 00 N tai. r CONC' JHS A CONT. BLOCK THRU GARAGE W IN L N EXTERIOR SHOW R PAD WITH DRAIN PAD H AND COLD 4" STEP DOWN STEPS AS REQUIRED BY CODE ica a e WATER 01 10" /2- 4!-3! 71-11" /2'. I I V SCALE: 1/2"=V-0" le 0'-5 112" 4 R Li ry H Lli CP Lj bj ?1� 0 A CD Lli n Lli STEPS AS REQUIRED BY CODE V) V) > LIJ C) __j _j 4 --,o < L n n F' ry 9% r% _j 10 A A J 4 1% F% 4 < 4 1 1 �;7 A .,q .: . .. .4 Li n 0 __j4: A. 4 Li M < \,eoo, :Z� 0/'2 L 161-3" A 101/2 le 111-911 A-' 81-311<.. op OR Z_ 'A 4- 4 400-91 Li �- 00 :D 4 4. S 4 14 .4- A .* .. . 0 0 4 4 A 4 4 4 DRAWN BY A. 4 < 4 4 . . .. A ' '4 A 4*- '4 4 R. R 0 MAN -4 A 4 44 4 DATE 14 . ........ 4 —27-06 02 SCALE AS INDICATED CHECKED BY P.N. oo rin e r i e e r n SCALE: 1/4"=l'-O" PLAN NO 05—Bl -0172 on SHEEr NO A2nO flo FOR I )]F -SO I r-r Itt ze yp �ioo 121-011 Of 1314"' i nose ordwings are noi to oe 51-8" 31-411 51-89 40 4!-411 31-401 W-411 6-81f �01 J* 6-811 reproduced or cooed in any 5!/2 Is I form or manner whatsoever e without the written permission of A2.6 BESTCON Homes ----------------------------- ------------------------------- 11 SO.COL. SCREENED LANAI w/ 24"h.KNEEWALL 11 SO.COL. HB ----------- -------- -------------- ------------------ MAIN FLOOR NOTES W SQ S -FLOOR] Ln E 6 2 6 ci HB (2)SH3060 WINDOW GRILLS ARE STANDARD IN FRONT S t� C 0 @90"AFF cc-EL t 2 19'- 1/811 PLATE HGT. PATIO AND SIDE ELEVATIONS AND REAR In -*- UU Z5 33 .2X6 4) -)ALALL �:s 12'-3$f x 51-10" 1 30 8 SCREEN DOOR ELEVATION TO BE CLEAR GLASS. 0 8 2 x 6 BALLOONED RAMED WALL 2. ALL UN-DIMENSIONED PARTITIONS 14 LA Al + 0) G-S- FOR BBQ (2)SH3060 CATHEDRAL CATHEDRAL -on ARE 3 1/2" ROUGH. z 9 CLG. < @90"AFF P-1110 3. ALL ANGLED PARTITIONS ARE 45 a Er 12 f 91-6" E a U 15 DEGREES UNLESS OTHERNSE NOTED. == E -8 4. PROVIDE MINIMUM 2-202's w/ 1/2"' cc PLYWOOD FLITCH PLAT AT ALL EXTERIOR WALL OPENINGS AND INTERIOR BEARING WALL OPENINGS UNLESS OTHERWISE NOTED. CATHEDRAL CATHEDRAL 6068 SLIDING LASS DOOR 5. 3-2x4's MIN. AT EACH END OF ALL BEAMS AND GIRDER TRUSSES UNLESS OTHERWISE ;0 MASTE SUITE Jill Jill NOTED. ALL SUCH CONCENTRATED LOADS CATHEDRAL CLG. -X) ll( SHALL BE TRANSFERRED TO FOUNDATION 14'-l" x 117"-0" VAULTED CLG. VIA BEAMS, POSTS AND/OR SOLID $-of$ x 109-111 5-3 12 < BLOCKING. 71-0" > _j 6. ALL EXTERIOR DIMENSIONS ARE TO FACE < OF STUDS UNLESS OTHERWISE NOTED. > U_ 0 U_ 40,5"h WALL W < 7. ALL TRUSSES TO BEAR ON EXTERIOR ----------------- C) w11 5"BAR TOP ABOVE M -- WALLS AND/OR GIRDER TRUSSES UNLESS 1: C 8"SO COL.TO CLG. 0) OTHERWISE NOTED ON FOUNDATION PLAN. r---------------------- ------- it 8. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, T-9/12" 6-211 4�-5 1 1 11 __x---- HANGERS & SET SPACING FOR ALL Jill e z I -_ I 1 1 TRUSSES. �'% I B/C 1 1 A " 1 421% 1 __j B/C 9. WINDOW SUPPLIER TO VERIFY AT LEAST GREAT ROOM (10 BUILD 0UT WALL LS _A--------- . I \ // I I ONE WINDOW IN ALL BEDROOMS TO HAVE Ul lu ZIP ce)\ VAULTED CLG. A CLEAR EGRESS OPENING OF 5.7 SQ. FT. U 60 1r0 FIT TUB 40.5"KNEE WALL I - \L, I 121-311 x 181-611 WITH MIN. DIMENSION OF 24" IN HEIGHT AND -_0 2X6 WALL 0 K----I-,1 20" IN WIDTH; SILL HEIGHT NOT GREATER 51-3" ell Lai SHELF @ 12"ABV.TUIB Uj 00 1 THAN 44" ABOVE FLOOR. 1 21' z I 11 < < DIS 10. BALLOON FRAME ALL EXTERIOR WALLS M U_ KITCHEN (ABOVE 8`-1") TO UNDERSIDE OF ROOF Illis/ z I U_ I RI 24'S/13 24 B 9'-0" CLO. NJ < _j VAULTED CLG. SHEATHING - PROVIDE FIRESTOPPING I I J 40.5"h WALL ;too 24"x 36"OPG. 2868 PKT 0 36 12'-0" x 11'-4" 1 1 1"r w/15"BAR TOP ABOVE EVERY 8'-0" VERTICALLY IN WALLS > 8 B/C 1 2411 J, x 0 U_ @ 84-AFF U_ 11. ALL HANDRAIL BALUSTERS TO BE ;t D/S < TEMP.(CLEAR) CANTILEVERED 0 SPACED SUCH THAT A 4" SPHERE CANNOT A- 1'1-1/2 N. -Af PASS BETWEEN BIALUSTERS. =33 L J 0 r% 12. ALL ELECTRICAL AND MECHANICAL r 26683Q. L 10 BID 39"REF/SP LS L::L-J 0 2868 EQUIPMENT & METERS ARE SUBJECT TO ...... U_ OPG. Ik LU 0 401 I F1004-1 U_ 1668 ED cn< 2668 PKT CK - RELOCATION DUE TO FIELD CONDITIONS; 21-41t 131-4N FLAT CLG.@ SECOND STORY CLG.HEIGHT 391,OHC 24"OHC I < 3:8 L------�_L CONTRACTOR TO VERIFY. 0 BYPASS ENCL0SURE 3: J 13. FOR ADDITIONAL NOTES SEE GENERAL 3066 S6 OP-ENING WALL TO 181-611 VERIFY SIZE WITH SUPERINTENDENT 9'-0" CLG. NOTES ON TITLE SHEET & DETAILS. F-71 -1 A 9'-0" CLG. 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE Jill PLANT SHELF @8'-4" A_- CONDENSER Ll 96" ABOVE FINISH FLOOR (O.N.O.). 00 CL 1 11 PONY WALL T'ABOVE TREAD TO z 2068 PLANT SHELF @8'-4 15. WINDOW MANUFACTURER TO TEMPER ALL FRAME WAL UN ER STAIRS WINDOWS 2' WITHIN DOORS, OVER TUB & Cn 2X6 WALL 2068 PKT 2868 2668 SHOWERS 7 WINDOWS WITCHING 18" OF THE co SHOE WRA FINISHED FLOOR. I L)G S 0 G. 2068 �/Sp WIC _j 7 P-010 N M < _j BATH 2 LR--L-- UTI -T 21-8" a --_ - 1 --191 -Olt TANKLESS W/H 9'- CLG. 9'-Ott CLG. co X C14 2668 SPI -7 Vill WRAPPED _j I A/C Li OPG. FOYER HB a. R/S VAULTED CLG. < > W L C= 7 9" x 61-Ott A/C 2868 SC 13 SEER FIB 21-23�11 k k 3141 4�41 51-91, Jill -0/2 7'-611 Cr_ do CENTR Li 00 LAUNDRY TUB VAC. LO 2868 1-3/811(MIN)THICK SOLID OR HONEYCOMB CORE STEEL OR 20 MIN FIRE RATED EQUIV.DOOR FFICE/DEN 3068 w/(2)1068 S[" GARAGE WALL TO BE SEPARATED FROM LIVING SPACE BY 1/2 9'-0" CLG. GYPSUM BAORD OR GREATER APPLIED TO THE GARAGE SIDE I ' 11 4" x 14'-0" t I AC DUCTS IN THE GARAGE AND DUCT5 PENETRATING THE WALLS OR CEILINGS SEPERATING THE L---------------------------- DWELLING FROM THE GARAGE SHALL NOT BE CONSTRUCTED OF A MINIMUM NO.26 GAUGE SHEET STEEL AND HAVE NO OPENINGS INTO THE GARAGE. L---------------------------- ENTRY CATHEDRAL CLG. 8'-3" x 1 V-4" GARAGE L 81-311 a. PU_LL_60_WN 9'-0" CLG. ATTIC ACCESS 19'-5" x 21'-8" (2)SH3060 GARAGE CEILING TO BE FINISHED w/5/8" 1 L-------------- N TYPE X GYPSUM BOARD @90"AFF I I"SQ.COL. 11 SQ.COL. H8 9'FLAT CLG. .4 11"SQ.COL. 6q .4 .04 F-1 4- A 4 L.Li r I > ry 41 4 A %\ 4d *4 Li 4 4' A 16'x 7'0Q[) 4: .14 Ljj L.LJ 4 e 4 4 41-33611 X-1 .1d 4 or- 011 31-411 4 A2.6 n Jill k 4 43 #in 44 *in 1 .4 V* 4 .4 4: -0 .4 . . . & A 1 . * . < A, o 111-7 .8AY2 - * 4* 0 20'-0 Y2" A A- k Jill 4 A Li 4 *A 7P 4- A 4 C-0 go 4 4 KJ 41- 4 4- '4' A Ljj 4 -d ..4 * .. . .. . . 4 d A Df C_ 14 A .4 14 A 4 ry < 4 4 - .4 4 . 4 .4*- A A LIJ ry .4. .4 < - 4 4 4 A 4 14". 4 - .4 A - A A 4 4'. _j 0 4 v 4 A . A. 4: LLJ U) A. 46 . 4 4 -v4 co Cn FIRST FLOOR PLAN 1456 SQ,FT. i rs oor ramin an DMWN BY i rs oor SECOND FLOOR 730 SQ,FT., R. ROMAN SCALE: 1/4 =1 -0 SCALE: 1/4"=1 t-O Is TOTAL. A/C AREA DAM 2186 SQ,FT. 02-27-06 FRONT PORCH 164 SQ,FT, SME LANAI 123 SQ.FT. AS INDICATED PATIO CHECROM 1W 70 SQ,FT, P.N. 43-7 'SQ.F1 PLAN NO TOTAL AREA 2980 SQ*FT4, 05-Bl-0172 SHEET NO Al al 14 OR ILL IT LL) q2868N ;6�8 k*1 t LL LL C'I< Ui C ' z 3 306 S, rT 449. , 2868J 068AJTI q00 fixradisol reproduced or copied in any form or manner whatsoever without the written permission of BESTCON Homes cad 00 A2.6 E LU 10 8 0 -0 E 0 .59 0 0 ca z ca MAIN FLOOR NOTES 78�g 'ra —FLOOR] 2 E 0 C.0 1. WINDOW GRILLS ARE STANDARD IN FRONT Ir Ed 0 E m AND SIDE ELEVATIONS AND REAR ELEVATION TO BE CLEAR CLASS. 2. ALL UN—DIMENSIONED PARTITIONS ARE 3 1/2" ROUGH. 3. ALL ANGLED PARTITIONS ARE 45 0 8 DEGREES UNLESS OTHERWISE NOTED. 4. PRO\4DE MINIMUM 2-2xl2*s w/ 1/2" PLYWOOD FLITCH PLATE AT ALL EXTERIOR WALL OPENINGS AND INTERIOR BEARING WALL OPENINGS UNLESS OTHERWISE NOTED. 5. 3-2x4's MIN. AT EACH END OF ALL BEAMS AND GIRDER TRUSSES UNLESS OTHERWISE NOTED. ALL SUCH CONCENTRATED LOADS SHALL BE TRANSFERRED TO FOUNDATION VIA BEAMS, POSTS AND/OR SOLID BLOCKING. 6. ALL EXTERIOR DIMENSIONS ARE TO FACE 28'-3" OF STUDS UNLESS OTHERWISE NOTED. 4!-7 is 7. ALL TRUSSES TO BEAR ON EXTERIOR 111-3Y211 Y2 12'-4" ;off WALLS AND/OR GIRDER TRUSSES UNLESS 5'-5- OTHERWISE NOTED ON FOUNDATION PLAN. 8. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, e- 2 HANGERS & SET SPACING FOR ALL TRUSSES. 9. WINDOW SUPPLIER TO VERIFY AT LEAST 4020 FG TRAPAZOID ONE WINDOW IN ALL BEDROOMS TO HAVE @78"AFF 9'1-1/8"WALL HGT. A CLEAR EGRESS OPENING OF 5.7 SQ. FT. R/S WITH MIN. DIMENSION OF 24" IN HEIGHT AND 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. (2)2068 10. BALLOON FRAME ALL EXTERIOR WALLS (ABOVE 8'—l") TO UNDERSIDE OF ROOF SHEATHING PROVIDE FIRESTOPPING EVERY 8'-0" VERTICALLY I N WALLS > 8 _j 11. ALL HANDRAIL BALUSTERS TO BE SPACED SUCH THAT A 4" SPHERE CANNOT 00 r PASS BETWEEN BALUSTERS. 12. ALL ELECTRICAL AND MECHANICAL BEDROOM 4 j EQUIPMENT & METERS ARE SUBJECT TO 9'—0" CLG. RELOCATION DUE TO FIELD CONDITIONS- 10'-8" x 10'-6" I-S11 3*-2/ 1 '2 CONTRACTOR TO VERIFY. 13. FOR ADDITIONAL NOTES SEE GENERAL NOTES ON TITLE SHEET & DETAILS. U_ U_ 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE L0 < M 96 ABOVE FINISH FLOOR (O.N.O.). 2668 15. WINDOW MANUFACTURER TO TEMPER ALL 01 4- WINDOWS 2' WITHIN DOORS, OVER TUB & S SHOWERS 7 WINDOWS WITCHING 18" OF THE FINISHED FLOOR. U_ UL 2 b< 2668 ISES1 3:,% D*N 17�ISIES I ------ co 7.40 F ER RIJE 7.40" F'ER Rl%")'E I 411,� 21-01/211 LLJ OPEN HANDRAIL R/S t < z L Ln BEDROOM 3 2068 9'-0" CLG. L 10 7 x W-11" 3: 2468 1 2668 1 (2)2068 < Go M x A 00 C-4 C14 x C14 1.9m BATH 3 i 7 11 i, 4!-011 31-71 11-811 3 2'-11 DIS 9'—0" CLG. (2)2068 C14 R/S 2468 PKT _j —J (D r2O68 >� Oop'i _q C kv L"000')'\\'j < 3: 9'1-V8"WALL HGT. _j _j BEDR OM 2 x < P CATHED AL CLG. zo 0 11 4 9 8 Li _j X C'4 ----------IN 00 0 0 4020 SLIDER Lli @84"AFF %74 - 2 x 6 3ALLOON F AMED WALL LLj LjJ WALL 3-- ry _j n F7 (2)SH 3050 0 @84"AFF Li C) Lij > 5'-6 2-41Y211 1-3Y2. 4'-3!411 5'-4" k 21-6" T-4 le e LIJ C) on *In #ft lot-10/12 of 51-53/2* ry < 28!-38$ A2.6 ry Ld # 0 0 0 L.Li Cf) CC) Second Floor Fr ming Plan S nd F100 P1 PLAN Lj 00 eco r an —F 0 SCALE: 1/4 =1'-0'" SCALE: 1/4"=V-0 AAREA TARI 11 ATInN F__ I N CN DRAWN W FIRST FLOOR PLAN 1456 SQFT, R. ROMAN SECOND FLOOR 730 SQ,FT, DAM 02-27-06 TOTAL A C AREA 2186 SQ,FT. SCAS AS INDICATED FRONT PORCH 164 SQe,FT,6 CHECKED— ITY LAN Al 123 SQwFT* P.N. PATIO 70 SQFT, PLAN NO GARAGE 437 SQFT,, 05—Bl —0172 SHEU NO TOTAL ARE'A 2980 SQ.FT. A282 00 i nese arawings are noi io oe reproduced or copied in any form or manner whatsoever without the written permission of BESTCON Homes Z cc cc 4) E 0 8 Vi 'D CCU (coo co E UU 0 = 0) cc C CU 0 E C, 5 0 + -@ W ts CD = �a M .2 CEO W a Co C) Q0 C: 0 (TYP) 11A11 I 3 ----------------------------------- C3 8:12 8:12 r—————————————————————————————————————— Uj 8:12 8:12 (5 ——————————————————————————————— W C4 ( 4 CN n2 C* 2 00 4— C%#4 co 2 8:12 1. IN WATER SHEDDING FASION STARTING AT THE BASE OF THE WALL&WORKING TOWARDS T"Rk THE TOP.INSTALL THE WRB TO THE FACE OF THE FLASHING RIDGE 2. APPLY SILL FLASHING 3. APPLY SEALANT BEAD TO BACK OF WINDOW FLANGE SET WINDOW USING PAN HEAD SCREWS TO FACILLITATE 04 INSPECTION 00 4. APPLY SEALANT @ JAMBS z V RIDGE RIDGE 5. APPLY JAMB FLASHING EXTEND 8.5 L=6j 6. APPLY SEALANT BEAD @ HEAD ———————————————---—————— 7. APPLY HEAD FLASH'ING EXTEND 8.5 8. REMOVE PREVIOUSLY APPLIED TAPE,ALLOWING WRB TO RIDGE co 04 LAY FLAT OVER HEAD FLASHING.APPLY NEW co SHEATHING TAPE OVER DIAGONAL CUT. 00 WINDOW FLASHING DETAIL 8:12 '!C_ 00 8. W 8:12 0 Lij > 8:12 LIJ Ljj LjLJ FINK ATTIC TRUSS;ES ry ENGINEERED FIOR LIGHT STOR&GE CRICKET --------------------- Li LIJ (D 8:12 (D C) Li-i ) u L_jj W�t —————--4L4 4L——— ry < ry < LL_ 8:12 8:12 < __j n Li Roof Plan WINDOW FLASHING DETAIL Li coo SCALE: 1/4"=V-0" 0 V— 0 I ,CN Q:� DMWN BY R. ROMAN UATE 02-27-06 SCALE AS INDICATED CHECKED By P.N. PLAN NO 05-Bl -0172 SHEET NO A2w3 These drawings are not to be reproduced or copied in any form or manner whatsoever without the written permission of BESTCON Homes 0 CL (D V E = 0 co 0 Ci co Cz M E LJLJ CL cz 12 0 Z I'D E 0 8 ASPHALT SHINGLES(TYP) C8 < CD W CD CO 15 0 2 8 FF E LEVj,, 9'-1 1/8" 9-1 1/8" FF ELEV 4"FREIZE(TYP) 41f TRIM(TYP) 12 LAP SIDING(TYP) FF ELEVA,, 01-011 ol-011 lhFF ELEV \4P' PLT HGTA.,,, 91-1 1/81, 9l-1 1/81' rihPLT HGT .00 40 SCREEI`I LANAI 11 SO.COL.(TYP) EXTERIOR ELEVATION NOTES __Jl A-_4 [NOTE—EXTELEV] X. 1-011 1. GRADE CONDITIONS MAY VARY FOR FF ELEVj,., 0 Of-011 AhFF ELEV INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE GRADE GRADEA, PER ACTUAL SITE CONDITIONS. 2. PROVIDE ROOF AND SOFFIT VENTS AS REQUIRED BY CODE AND MANUFACTURERS Z' SPECIFICATIONS. ear va ion SCALE: 1/4"=V-01) X I S 12 8 It 7 ASPHALT SHINGLES(TYP) 12 411 FREIZE(TYP) 8 FF ELEVat.., 9'-1 1/8" 91-1 1/81, .kFFELEV 12 H 411 TRIM(TYP) LAP SIDING(TYP) Ld r LJLJ FIF ELEVA., 01-011 01-011 /-kFF ELEV Lij Lj_j PLT HGTd..\ 91-1 1/81' 91-1 1/811 APILT HGT Lij 0 Lij L.LJ 11 SO.COL.(TYP) Li Li < > FF ELEVAN 01-011 ............. 01-011 _jhFF ELEV Lli co GRADEA,\ GRADE DRAWN BY R. ROMAN eva ion DATE 02-27-06 SCALE: 1/4"=V-0" SCALE AS I N D I CATED CHECKED BY P.N. PLAN NO 05-Bl -0 172 , SHEET NO A2n5 R Ele q 66 Petra r 1'2�6 L&0 These drawings are not to be reproduced or copied in any form or manner whatsoever without the written permission of BESTCON Homes 0 Z M CTS C L CA (n 0 0 E 00 cc 0 c- uj (D 55 >..cc 0 co LLJ &- W CL CO3 Cz (V CD 0 0 (>D E + 8 < 4D 0 > E 4D cO 2 T) 8 M E A 0 V P.) TRUSSES TO BE ASPHALT SHINGLES DESIGNED BY OTHERS CATHEDRAL CEILING PLT HGk 9'-1 1/8" 12 6 12 Fn-1 no 8 �x BEDROOM 2 VAULT CEILING TO SECOND LEVEL PLT HGT U U -011 8"SQUARE FRAMED COL.TO CEILING FF ELEVaj-' 0 PLT HGTAi,,, 9'-1 1/8" t 12"HEADER t le MR) LU KITCHEN < 11 SQ. COL.----., 3-1/2"R-11 MIN, NOOK 1-0-1 El OFFICE/DEN i i SQ. COL. UNFACED OIL LL FIBERGLASS t -011 FF ELE 0 r A, 7 4"CONC. SLAB w/6x6 NO. 10 WWM OR FIBERMESH. REI'NF OVER VAPOR BARRIER OVER CLEAN COMPACTED TREATED FILL GRAD�� B ilding Section SCALE: 1/4 11=11-011 ry Li V) ry 77 n LJ M > 10 LLJ 0 ry < 1-- af C) I , I < L.Lj n Ll-j (10 Li-i 00 INM DRAWN BY R. ROMAN DAT 02-27-06 SQ&E AS INDICATED CHECKED BY - P-tNl- PLAN NO 05-Bl -0172 SHEEr NO A2m6 qoo Pa400A- dt5e, Lme form or manner whatsoever without the written permission of BESTCON Homes cl) (D-c: Cc 32 CL Q co c: 0 c: 0= E Cc 0 co c� 21L uc-i L ca co 0 0 6 *---= u %4-- 0 = E 2 > %6- 0 + -8 iE 7�: CM za, z -5:9 0 < co E 2 > G W *� 0 W 2 :3 a: 00 Q- E-02 DOUBLE TOP PLATE DOUBLE 2xlO HEADER 40- 28-91, 21-911 TOP OF WINDOW 80"AFF 1--XED ma I=cm=hk 6q,&= 1; "4e 7 N 4> IX4 GLASS BLOCK WINDOW C? 2X4 40.5"h KNEEWALIL REMOVE AS NECESSARY 2X4 SILL @ 300 aJLTURED MARBLE SILL w/lx6 CAP FOR ELECTR1CAL OUTLET 1/2"PLYWOOD 1/2"DRYWALL 20 LEDGER 40.5 TILE C= 6"TILE SURROUND 60 2x4 BLOCKING > 2 X 4 L .1 —1 F7 ttl/ L= 21-911 2-31' 21-31' L k 3/4"PT PLYWOOD 1-9n 1-00 2 21-011 40,5" Kneewall Detail utliltv Bath 3 Bath 2 Ae SCALE' SCAL. I/r-10—cr SCALE: SCALE: 1/20-l'—V Master Bath SCAM llf44 k V JONI' M. 2'-0 T-311 1-011 V e 3 2P-6" 31-011 It T-0 7r I %1% *3% X=A=A 1 8 MR X= -——————-- MICRO r%j HOOD I co r 39"REF/SP 0 9 rn Li D/W RANGE > rL=4 11 11 11 LE I IL ry T-011 T-0" Z-011 op T-O" 11-011 31-V Li 31-011 L Lij LJ Kitchen Elevations 0 1 y- SCAM- I/r=18-06 �7 0- CD cn Ld 77 > 0 Llj < < ry > LJ < I LIJ CY ry Li (f) 0 V (.0 n, Ll-j 00 0 DRAWN fff R. ROMAN DATE 02-27-06 SC&E AS INDICATED CHEMED BY P.N. PLAN NO 05-Bl -0172 SHEET NO A2m7 q00 0�,-,radl5c Zav,e,--- neswomawmg ELECTRICAL KEY reproduced or copied in any [NOTE__ELECSYM] form or manner whatsoever SINGLE POLE OUTLET BESTCON Homes #� DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WP WEATHERPROOF DUPLEX OUTLET []Qr-GFI GROUND-FAULT CIRCUIT-INTERRUPTER DUPLEX OUTLET HALF-SWITCHED DUPLEX OUTLETCrj Cc ULI SPECIAL PURPOSE OUTLET/JUNCTION BOX DUPLEX OUTLET|NFLOOR 220V oo0VOLT OUTLET CM CD .^ OVERHEAD DUPLEX �� ~~ 0 2 �m-------------- WALLSVV(TCH / FTHREE-WAY SWITCH FOUR-WAY SWITCH / 4 Fw� R RHEOSTAT SWITCH ' D|Mm4ERGvV|TCH ' DM REINFORCED JUNCTION BOX .S. FOR 13130 CEILING MOUNTED INCANDESCENT ' LIGHT FIXTURE qT WALL MOUNTED INCANDESCENT LIGHT FIXTURE 1L~� RECESSED INCANDESCENT LIGHT FIXTURE WP r— CATHEDRAL �� RECE@SEDADJUSTA8LEEYE8ALL 10 a I - -0BRACE FOR CHANDELIER /�r INCANDESCENT LIGHT FIXTURE DDC f � |NCANOESCENTL|GHTF|XTURE F_ -rPC WITH PULL CHAIN �88 EXIT LIGHT ( � EMERGENCY LIGHT TILE CARPET > FLUORESCENT LIGHT FIXTURE FLUORESOENTLIGHT FIXTURE ~r WITH PULL CHAIN ----------------- TRACK LIGHT SD FIQ EXHAUST FAN(VENT TDEXTERIOR) �m PREWIRE EXHAUST FAN/LIGHT CD&48|NAT|ON Cc GkI MDC - _ —r (VENT TOEXTERIOR) EXHAUST FAN WITH HEAT LAMP (VENT TOEXTERIOR) PREWIRE\\ FI FC-Hl CHIMES 00PB VVPUSHBUTTON SWITCH If EWIRE SMOKE DETECTOR GFh VP 11LE CARPET HEAT DETECTOR CO2 DETECTOR THERMOSTAT DDC SPEAKER PHONE(1-OAT3) VP LLj wN ODC(1-CAT5' 1'R(38) Mo4 MDC(2-CAT5.:-RG6) LU 4 ELECTRIC METER C-3 ELECTRIC PANEL Cl- CEILING 7 DCWNI 17 RlqES (PROVIDE ADEQUATE SUPPORT) SD FRONT CLEARANCE FOR ACCESS --.,�220 "FIER RI-.3'E A/C DISCONNECTS MUST HAVE 36 -A W., CEILING FAN/LIGHT PREYV\RE G 30 (PROVIDE ADEQUATE SUPPORT) LU EE LTl!RA0u0 �0��E��HB~ �� 0�� N�� N �� 1' OUTLET F PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION Aj AND MEETING DDC THE REQUIREMENTS OF ALL GOVERNING CODES PROVIDE AND INSTALL GROUN{�F/U[[ 2CIRCUIT—IN TERRU PTERS /CR\ AS REQUIRED BY DDC 00 M. NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. DDC ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED WIP 3' DIRECT HOOK—UPS/CUTOFFS. HVAC CONTRACTOR TO VERIFY THERMOSTAT FORIGARAGE 4' LOCATIONS. DOOR OPENER ALL ELECTRICAL AND MECHANICAL EQUPWENT (I.E. -_ li--- 5 ' FURNACES, UNITS, ELECTRICAL PANELS, GFI SANITARY SUMP PiTS, DRAIN TILE SUMP, AND WATER HEATERS) SUBJECT TO RELOCATION 4_= DUE TO FIELD CONDITIONS. :=Cl 0 44DDC ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: > VP ,~��. SWITCHES OVER COUNTER. . . . . . . . . .48" TO CL L-Li WALL OUTLETS OVER COUNTER. . . . . . .48° TO CL LI LlJ REMAINING SWITCHES . . . . . . . . . . . .48^ TO CL WALL OUTLETS. . . . . . . . . . . . . . . .16^ TO CL BATH VANITY, BRACKET OUTLET Li --------- --------' (1 ABOVE TOP OF MIRROR). . . . . '88" 12 TO CL ' WATER SOFTENER AND SUMP OUTLETS 48' TO CL TELEPHONE OUTLETS. . . . . . . . . . . . .10" TO CL TELEVISION OUTLETS. . . . . . . . . . . . .1O" TO CL ry < ry EX[R0R Ql OUTLETS. . . . . . . . . . . .16" TO CL GARAGE GR (ABOVE GARAGE FLOOR) 48" TO CL 4 Li 4 FRONT DOOR COACH LIGHT. . . . . . . . .84^ TO CL GARAGE DOOR COACH LIGHT, _j 0 U Al (ABOVE GARAGE FLOOR) . . . . . . .84" TO CL DINING AND BREAKFAST FIXTURE . . . . .64" TO BTM OF FIXTURE FOYER AND STAIRWAY FIXTURE . . . . . .8H" TO BTM Li CO Li OF FIXTURE THERMOSTAT . . . . . . . . . . . . . . . . .54" TO CL DOORBELL CHIMES. . . . . . ' . ' . . . . .84^ TO CL DOORBELL BUTTON. . . . . . . . . . . ' .4 4 DR HANDLE R. ROMAN.LEVEL W/ DRAWN BY KITCHEN WALL HUNG MICROWAVE OUTLET . . . . . . . . . . . . . . . . . .7G" TO OLDATE KITCHEN DISHWASHER RECEPTACLE . . .UND[R SINK -27-06 02 KITCHEN RANGE . . . . . . . . . . . . . . .24" TO CL KITCHEN REFRIGERATOR. . . . . . . . . . .48^ TO CL WASHER/DRYER OUTLET. . . ' ' ' . . . . _48" TO 0L AS INDICATED CHECKED BY CL = CENTER UNE PLIAN NO -- -- 1 = FIELD VERIFY 05—Bl—0172 G �ED��AL� i(NI '3' 2 = MASTER BATH STANDARD JO' HIGH VANITY TO BE RAISED 4" SHEET NOEl 00 q1j, � U C) z 0 Lli 6 T_ o Lr) LLJ Z _j Q0 0 0 LL_ z Z LLJ LLJ (C) X _j 0 LIJ LLJ BACK OF E6 I z 0 J of cy- < 0 Cif M Z LLJ < 4211 -E 77 C) 0 CL 0 (C) 0 CD @ 0 -3 cD 1/4// z -7 40-)# 114- 0 -9 4 -3P/3 I., C�j z < X 0 (�j N% W _j onti o and 0 L-Li _j < N z 0 0 0 U5 ::) Associates, I n c. 00 Ct ty J C) 01 496 Osceola Avenue C5 b 0 b LLJ :D 10 U. - Myz Jax. Beach, Flodda 32250 K1 GE 00 oe 01 v) LLJ I.- _J Ph.242-0908 Fox.241-9557 CID @ X 0 Q LLJ CA#8344 X X X LLJ V) X :D N C-4 N N �- D:f LLI Lo z 0 V) CD V) Cb I 1:0_7 C____ I YOUR COMMENTS N, LL_ LL_ KI 0 2 0 COMMENTSOLP-A.COM CD 000 01 M CD UJ �-: - or U_ z U U III n 0 0 1- < M Of Uj 0 0 1 1 M _j X 1 1 LLJ LAJ ft -M 0 L.Li 00 F 1 Of co M M M M cu M tj < K2 GFN C'n W LIJ cr- 0 C3 z 0 Cb Cb z r) LLJ 0 C3 11/3"13 PLT HGHT M 0 FA 0 Z F2 z U o �iil 5 3'1 1 U 0 10'6"10 PLT HGHT Z UJ z co (0 LO K3 0 W LLJ X X _j 01 0 0 N N LAJ L.LJ Z LLJ co V) --VALID ONLY WHEN im z z 9/1`2 PLT HGHT. LJ.. 1 0 WI od (3 S1110NATURE'S IN'81UE INK U _j 01 cy- M AND CID K4 < <ry 01 C3 LLJ LLJ _r < Ci it < CL - - M 0 0 CL (0 10 (0 V_ T_ Ir- - 0 CD K 5 j @) 0 @ 1: 0 3: 01 0i z QD (0 W ItX < L. < X X X (/)(f)LAJ ISIONS BY 6 vi _j -r 3:: 0 K 6 LLJ 00 LLJ I (71"ll y L.Li 0 < 0 M N C14 Z T 0 F 8 (to (1) FT1 co K7 F- 8� 01 e z 0 p 01 01 -N W 41* L JXL @ V. 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F- z co - z 0 V) N < Cr- < MANNING BLDCi , SUPPLIES FACE OF A3 0 T_ qd- lo- �_ LLJ _j FACE OF B� BACK OF G2 BACK OF H1 LLJ 3�: o @ x X 6 1-- CL -w-3 W 14- N N, (0 0 X 0811- A M -- cr. X X D UJ LLJ LLJ -7 V) 11155 PHILLIPS PKWAY PH# 268-8225 0 0 W V) C) Cif D z 3 _j LL_ JAXI FLA. 32256 7-/ U - 0 z IC I c:> 0 0 z F- C) < V) Lj of _j -CO -,M 0 N V) CJ) M A N N I N G B L D G SUPPLIF- S F- < 1 1001 a_ I I 1, DO NOT CUT OR ALTER TRUSSES, UNLESS 4, APPRFIVED BY 19 7 PLT HGHT X V) APPROVED BY TRUSS OFFICE 11155 PHILLIPS PKWAY PH# 268-8225 0 z z 11 / 3// 13 PLT HGHT 0 0 APPROVAL DATE: E: 0 0 0 :r 2, VERIFY ALL SPANS AND AMFIUNTS) AS JAX. FLA. 32256 Uj 0 d Uj (10 0 _j 0 0. Ljj TRUSSES WILL BE BUILT IN STRICT M (0 X 0 DEL, DATE Ljj z zw ACCORDANCE WITH THIS LAYO'UT 10 6 / 10 PLT HGHT L DF1 NOT CUT OR ALTER TRUSSES) UNLESS _j Ld I X X L.Li M W LL_ 0 CN N z_j (/) ;;;; _j 3, NO BACKCHARGES ALLOWED) UNLESS APPRI]VED APPROVED BY TRUSS OFFICE z arl% D b Uj 0 X01 8 6 of _j IN' WRITING BY TRUSS PLANT MANAGER 9 / 1 / 2 PLT HGHT 2, VERIFY ALL SPANS AND A.MOUNTS < 0 WU_ W a- A 0 X V) 0 X a: c) 0 - F- F_ TRUSSES WILL BE BUILT IN STRICT 0 - --m"W111111 (0 3,: ACCORDANCE WITH THIS LAYOUT z I- ;1- (0 LL. :::c X X X 0 0_4 I" N @ Go_r SHEET INDEX . 00 W -j 3, NO BACKCHARGES ALLOWED) UNLESS APPROVED UJ X j _j F 0 N N I" X Z < O W 0 V) vk-� 01 N Z) _:�: W SO.0-TRUSS PLACEMENT IN WRITII'-�-�j BY TRUSS PLANT MANAGER -Vt X UJ Ito 0 01 '01 N 0 S1.0-FOUNDATION PLAN p r- _j 0 F- @ t M - z Ln N N < Ckf < V_ T_ LJ _j S1.1-FIRST FLOOR PLAN PLACEM4ENT PLAN SECOND FLOOR TRUSS PLACE NT PLAN . ol o 0 �- Q_ -i-E lo- "t N (0 0 X 0 UJ UJ _r X X X ::) SCALE- N.T.S SCALE: N.T.S. J(J) S1.2-SECOND FLOOR PLAN N C-4 N LAJ LL.z Of V) 0 V)U_ S2.0-GENERAL SPECS. Uj I o -0 0 0 1- S2.1-STD. FRAMING DETAILS F_ Ft -j co m rn D PRE-ENGINEERED TRUSS NOTES MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. DRAUbIG blOTES AND SPECIE]CATIONS LATERAL LOADS DESIGN OF PRE-ENGINEERED WOOD TRUSSES SHALL BEAR THE SINGLE SEAL OF AN ENGINEER IN THE STATE OF FLORIDA AND SHALL TRUSS BRACING 1.:)ALL BRACING LUMBER SHOWN, LXEPT H3 HURRICANE CLIP @ EA. COMPONENTS AND CLADDING: COMPLY WITH NFPA, TPI, AND AITC 100. FOR T-BRACE SHALL BE 1x4 SYP#3 PROVIDE BLOCKING FOR OUTLOOKER TO TRUSS. -2x4 SYP#2 OUTLOOKERS, X-BRACX SPACING SWEMA11C - o not scale imensions from thesc OR BETTER OR 2x4 SPF#2 OR BETTER. ROOF DECK 0 RIDGE. NOT drawings.If a dimension is unclear @ 24" O.C. E A CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS (UON) 4-12d TOE NAILS (TYP.) DESIGN CODE: THE 2004 FLORIDA BUILDING RESIDENTAL CODE & ASCE 7-02 refer to the Architectural drawings INSTALLED AT ALL TRUSSES AS INDICATED IN THE TRUSS SHOP (1)DIAGONAL BRACE PER U BASIC WIND SPEED MPH contact the E.O.R. 2.)BRACING LUMBER SHALL INTERSECT IMPORTANCE FACTOR 1.00 THE WEB OF THE BRACED TRUSS, PER PROVIDE 2x4 SYP#2 UPRIGHT MEAN ROOF HEIGHT FT DRAWINGS. (4) TRUSSES APPLIED 0 TO BACKSIDE OF WEB. DELEGATED TRUSS ENGINEER. own FROM TOP TO BOT, CHORD OF ROOF 8/12 ALL TRUSS-TO-TRUSS CONNECTIONS SHALL BE PROVIDED BY 101 TRUSS 0 EA. X-BRACE U IVISION BUILDING CATEGORY (IF VERT. IS NOT PRESENT) DELEGATED TRUSS ENGINEER. I I 3.)PERMANENT PERMANENT BRACING I EXPOSURE CATEGORY PARADISE PRESERVE BRACING APP I LIED TO WHERE NOTED ON TRUSS MFR. SHOP 3-12d 0 4' MIN, W/2 ENCLOSURE CLASSIFICATION -------------PART. ENCLOSED ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER FRONT SIDE OF WEBS. DRAWINGS. THE CONTRACTOR SHALL EA. VLR 1. 2x4 SYP#2 DIAGONAL. OMIT THIS W INTERNAL PRESSURE COEFFICIENT .55 LOT UNIT BLOCV 'COMMENTARY' AND RECOMMENDATION FOR HANDLING, INSTALLING PROVIDE 1x4 SYP#3 OR BETTER -91.Ilt I I - I I 1 101 BOTTOM CHORD BRACING (TYP.) BRACE WHEN VERTICAL HEIGHT NOJE A; 14 & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB 0 1 1 OF TRUSS AT BRACING LOCATION CUSTOMER PLAN NAME F__ AUL FASTENED TO 101 PERPENDICULAR TO TRUSS BOTTOM 0_*1 I$ LESS THAN 40 ADDITIONAL BRACES AS REQ9D., COMPONENTS & CLADDING DESIGN PRESSURES (PSF) S WEB w/ 12d 0 6"O.C. CHORDS AND ATTACHED TO EACH .,1 1-11 BESTCON BUILDER FOR STRUCTURES DESIGNED AS PARTIALLY ENCLOSED, TRUSS T-BRACE TO BE THE I I TRUS WITH 2-8d COMMON NAILS. AT EQUALLY SPACED wl SPACING TRIBUTARY INTERIOR EDGE STRIP: _F SAME SIZE, SPECIES, .131xY TOE NAILS 0 8"O.C. OF 5'-8" MAX. AREA (sf) ZONE 9 4?-0" DESIGN/DRAWN/CHECKED ENGINEER TO PROVIDE SPACING REQUIREMENTS FOR BOTTOM 1*1 GABLE END WALLS PROVIDE DIAGONALS 0 CHORD BRACING OF THE TRUSS WITHOUT USE OF RIGID CEILING CONTINUOUS LATERAL BRACING, SEE AND GRADE AS WEB I I AT END WALLS PROVIDE DIAGONALS "o, FROM BOT. CHORD OF TRUSS 10 +49.3 -52.4 +49.3 -62.0 AOB/ AG /LAP DIAPHRAGM. TRUSS SHOP DRAWING FOR OTY. AND TO BE BRACED. (111111 0XIMATELY 45%) TO THE TO DBL. TOP PLA.TE DATE WALL SHEATHING UP ADJACENT EXTERIOR PERPENDICULAR 50 +45.4 -48.5 +45.4 -54.1 BY SIGNING AND SEALING THIS TRUSS LAYOUT, THE ENGINEER OF LOCATION. IF MORE THAN (1) LATERAL WALL BETWEEN EACH LINE OF BRACING GABLE END TRUSS. 04.10.06 RECORD (EOR) MAKES NO CLAIMS REGARDING THE COMPONENT BRACE IS NEEDED, OVERLAP BRACE TO FORM A ZIGZAG PATTERN ALL 2-0.131x3" EA. END SIMPSON LSTA12 0 24" O.C. 12"' LONG 2x4 BLOCKING t 100 1 +43.7 -4f>.8 1 +43.7 -50.7 SCALE AS SHOWN. CONSTRUCTED OF THE SAME BRACING \ WITH 4-10d TOE-NAILED DESIGN THAT WERE PREPARED BY THE DELEGATED ENGINEER 2x4 SYP#2 BLOCKING 0 24"O.C. ATTACH *.. AS NOTED 1. THESE PRESSURES REPRESENT THE NET PRESSURE (SUM OF EXTERNAL & INTERNAL to MATERIAL. THIS REQUIRMENT IS NOT LATERAL BRACE w/16d 0 4"O.C. X IINTO DBL. TOP PLATE, CTR'D (TRUSS DESIGN ENGINEER) TO ACHIEVE THE FRAMING DEPICTED NECESSARY AT HIP ROOFS. ALSO 2x4 SYP#2 BLOCKING AS CEILING /ON THREADED ROD. PRESSURES) APPLIED NORMAL TO WALL SURFACES. JOB N 0. ON THIS SHEET. THE EOR DOES NOT CLAIM THE WORK CONTAINED 2. LINEAR INTERPOLATION BETWEEN VALUES OF TRIBUTARY AREA IS PERMISSIBLE. ALONG EXTERIOR WALLS PARALLEL TO 2x4x8 SYP#2 LATERAL BRACE EA. NAILER (NOT CONTINUOUS) ATTACH 3. PLUS AND MINUS SIGNS SIGNIFY PRESSURE ACTING TOWARD & AWAY FROM THE 060021 ON THESE TRUSS LAYOUTS AS HIS OWN. THE EOR CERTIFIES BOTTOM CHORD BRACING PROVIDE X-BRACE w/ 3-16d INTO EA. TRUSS. w/ 0.131x3" 0 8"O.C. STAG., THREADED ROD TO EXTEND EXTERIOR WALL SURFACE. SHEE-T THAT THE TRUSS AND BEAM SPAN DIRECTIONS, AND BEARING DIAGONALS IN THE END SPACE 4. ALL COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESiGNED FOR BOTH WALL LOCATIONS ARE THOSE WHICH THE SUPPORTING STRUCTURE BETWEEN THE WALL AND THE FIRST �\__QVER 2x4 BLOCKING AND POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. Is GABLE TRUSS BOTTOM CHORD 5. COMPONENT & CLADDING ELEMENTS WITHIN A DISTANCE Ila' FROM OUTSIDE WERE DESIGNED TO CARRY. DUTIES DELEGATED TO THE TRUSS LINE OF BOTTOM CHORD BRACING AT A PERMANENT TRUSS BRACING MAXIMUM SPACING OF 20 FEET. 2 GABLE END BRACING FASTEN PER SPECIFICATION. CORNERS OF THE BUILDING SHALL BE DESIGNED FOR THE EDGE STRIP PRESSURES. DESIGN ENGINEER EXPLICITLY NOT COVERED BY THIS SEAL I OTHERWISE, USE INTERIOR ZONE PRESSURES. INCLUDE COMPONENTS (INDIVIDUAL TRUSS) DESIGN, TRUSS TO SCALE: N.T.S. S0.0 PLATFORM FRAMINQ DETAIL 6. DESIGN OF WINDOWS/00ORS FASTENING TO THE WALL FRAMING IS THE THREADED ROD. SEE KEYED NOTE 2, ON PLAN FOR BALLOON RESPONSIBILITY OF THE WNDOW/00OR MANUF./SUPPLIER & SHALL MEET THE TRUSS CONNECTIONS, AND TRUSS TO TRUSS LOADING. APPLICA11ON AT-.-GABLE END ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. FRAMED GABLE END INFORMATION SHEET 1 OF 6 Lou P 0 T P/ C 1�h /rLZLJ RAISED SEAL Lou Pont'190 and tes, Inc. Associa 496 Osceola Avenue Jax. Beach..Flodda 32250 Ph.242-0908 Fax.241-9557 CA#8344 CONTACT US WITH YOUR COMMENTS COMMENTS@LP-A.COM 4x4 P.T. SYP#2 4x4 P.T. SYP#2 A p 0 N POST, TYPICAL9 POST, TYPICAL. S1.0 (2 PLACES) (4 PLACES) �w 4mmw mmm 001w mom VALID 014LY WHEN SVGNIAT-URE 11.50-IN BLUE INK r7 AND RAISED,SEAL SLIDING GLASS DOOR S1* S1.0 FRAMES MUST BE RECESSED 00 SEE ARCHITECTURAL PLANS REVISIONS BY 1 L FOR LOCATON OF SLIDING L S1.0 GLASS DOORS. Sim --rj- 7 14 -6 \,S1.0 6 K-_ 3 N� 0 t S1.0 S1.0 7M-1 f It W/ 4 C! T FIBERMESH @ 1 .5 L B S/C __�,__Y_D_. OFCONCRETE OR 6x6 W1.4x 4 I 1 .0 4A Sim WWF ON 6MII, VAPOR BARRIE I -PRE--P- E D G IN RADE. \��i-0 % LL ��Si-0 CURB 7 F2.0 F2.5 S1.0 L L Vt� 3'-8 7 3 FOOTING SCHEDULE AND NOTES S1-0 Sim S1.0 T' p - - - I i L TYPE LENGTH WIDTH DEPTH BOTTOM BARS 6B J.. _001 _OFf F2.0 F2.0 2 0 2 3-#5 EA. WAY BOT. S1.0 21-6 ff 21-690 S1.0 I IM 413 - -(yo 3 0 F3.0 3 0 3 1 0 3-,#5 EA. WAY BOT. S1.0 0-opt -6pt -6tp #5 EA. WAY S1.0 F3.5 31 3f 1 4 BOT. I:D 9 it to 10 F4.0 4 0 4'-0 1'_O 4-,#5 EA. WAY BOT. 74/ I ff I ff to 1'-0 5 E A. WAY BOT. 4-# S1.0 VK_ SIMPSON PA51 STRAP ANCHOR F4.5 4 6 4 6 4L -10 EMBEDDED IN WALL FTG. EA. OF 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. on N.. 2 I - \ GARAGE OPENING SEE 6/S2.1. TYP. RELATED TO THE FOUNDATION. FOR GENERAL FEATURES, 19-5 DIMENSIONS, CONDUITS, ELECTRICAL EMBEDSI STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. C:) ;J1 I CURB 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/F'BC-R CHAPTER 4. 5 lmww� 3. A'SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY L �P--4 ft�hw 4NwMw-=Mww_MNEft.�w" �Mm a6m 4offmono w qw�MOM S1.0 SUITABLE SUBSURFACE CONDITIONS. i t 4. SOIL COMPACTION AND FILL SHALL BE COMPAiCTED TO A CURB SEE 6/S2.1 FOR MINIMUM OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. GARAGE WING WALL It A, 5. MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3 IN S1.0 S1.0 . DETAIL (TYP.) FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. CONTINUOUS 8 U-BLOCK BON�� BEAM w/1-#5 CONT. 8" CMU WALL w/ #50 48"' O.C. IN GROUT FILLED CELLS. SLAB ON GRADE, SEE PLAN. S0.0-TRUSS PLACEMENT GRADE . 6 S1.0-FOUNDATION PLAN q�ORADE z /,t OD FOUNDA ION PLAN S1.1-FIRST FLOOR PLAN 4. TYPICAL -SECOND FLOOR PLAN SCALE: 3/16" 1 S1.2 THICKENED STEMWALL SLAB, SEE FOOTING. DETAIL 4B/S1.0. S2.0-GENERAL SPECS, STEMWALL VERSION MONOLITHIC VERSION S2.1-STD. FRAMING DETAILS IAT CONTRACTOR OPTION, EITHER VERSION MAY BE U 8 A/C SCREEN WALL S1.0 SCALE: NTS 8 X 8 BOND BEAM 1#4 CONTINUOUS, PROVIDE TYPICAL WALL FRAMING w/ 1-#5 CONT. PROVIDE TYPICAL WALL FRAMING AND ANCHORAGE CORNER BARS 3' EA. SIDE AND ANCHORAGE PER 1#4 EXTENDED Do not scale dimensions from these CORNER BARS (TYPICAL) PER CONSTRUCTION SPECS. OF RECESS. (TYPICAL) CONSTRUCTION SPECS. TYPICAL WALL FRAMING STEP9 3" EACH SIDE dra\�Angs.If a dimension is unclear 1#5 CONTINUOUS, PROVIDE 1 2-#5 CONT. AND ANCHORAGE PER SEE ARCH. OF RECESS'. refer to the Architectural drawings or TYPICAL WALL FRAMING CONSTRUCTION SPECS. (TYP.) contact the E.O.R. CORNIER BARS (TYPICAL) 2 SLAB ON DRILL & EPDXY #4 0 18" O.C. BRICK VENEER IS AND ANCHORAGE PER A 64 STEP, SEE X GRADE, ACCEPTABLE WITHOUT < MONO SLAB FOOTING AT PORCHES, CONSTRUCTION SPECS, 4d & BEND DOWN INTO STAIR. i�� ARCH -#5 CONT., PROVIDE 11011 WHEN SPECIFIED ON PLAN. 000 SEE PLAN. 1 INCREASE OF FOOTING SEE 6B/S1.0 '14 4 (6 M A X.) SUBDIVISION SIZE. a N,16C CORNER BARS (TYP.) L EQUAL TO SLAB CONC. STAIRS GARAGE DETAIL ------- THICKNESS. N ARY POUR PARADISE PRESERVE .Ir SLAB ON GRADE, SEE ARCH PLAN 1�\v �-S A TOP OF FOOTING S E PLAN. of SLAB ON 8 X16 1-STORY0 w/(2)#5 CONT. 5 of SLAB ON 6A @ CURB 6B @ SLAB RECESS GARAGE DETAIL 4 DOWELS BEND GRADE, 8 x20" 2-STORY, w/(2)#5 CONT. GRADE, 14 1 8" CMU STEMWALL wl SEE PLAN. U MER PLAN NAME MONO. FTG. BRICK VENEER IS #5 VERT. HOOKED INTO GRADE OR CONC. AT WALLS GREATER THEN 4- SLAB, SEE PLAN. DEPTH IS lo 0 e -0" HIGH, NOTIFY E.O.R. o0e 4' 2�4 CN 11_1� FROM LOW oe Vol 4e FOR TEMPORARY BRACING 3 BEARING AT INTERIOR AND ANCHORAGE PER\\,, INC :ASE OF FOOTING BEND 2'-0" INTO SLAB 1A N�� SL B SIZE. DESIGN/DRAWN/CHECKED ALT, FOOTING AT CONSTRUCTION SPECS. (TYP) GRADE LAYOUT PLAN. 0A BUILDERS DISCRETION. S1.0 STEMWALL REINFORCEMENT BRICK VENEER, SHOWER PAN, SEE ARCH AOB/__AG /LAP 4 STEP, SEE ARCf�. PLAN. PLAN. MAINTAIN 4" MIN. SLAB THICKNESS. SLAB ON CMU -Ala SEE ARCH. rr-Meft DATE REINFORCING c1q 4 a�,. \.00 GRADE, COURSES #4 DOWEL TO MATCH 12 1-STORY, w/(2)#4 CONT. 1#5 CONT- 04.10.06 of WALL REINFORCING. A_ 11 16" 1 SLAB ON SEE PLAN. -0 .04 A FOR MONOLITHIC OPTION, SEE 2/S1.0 1 TO 6 #4 VERT. 0 48 D.C. "Apasawas 2-STORY, w/(3)#4 CONT. V. .4 4 GRADE, 16 . . .4 AS. SEE PLAN. OR AS NOTED V A -4 7 TO 10 #4 VERT. 0 24 ).C. CONT. CONCRETE FOOTING 209' 3-STORY, w/(3)#5 CONT. C14 \A - FOR STEMWALL OPTION, SEE 1/S1.0 11 TO 12 #4 VERT. 0 8"0.C. toxi 61p 00 TYP. FTG. EXTEND TYP. FTG 0 -0 8 1-STORY, w/(2)#4 CONT, 8 x16" THICKENED JOB NO. STEMWALLS OVER 6 COURSES TO 10 x20" 2-STORY, w/(3)#4 OR (2)#5 CONT. 6"x8I' EXTENSION FOR BRICK THICKENED EDGE W/ 2-#5 CONT. 3 WIDTH, SEE STAIRS & PROVIDE 060021 HAVE TRUSS TYPE HORIZ. JOINT - W. LEDGE ADD 1-#5 CONT. w/ 1-#5 CONT. of it DETAIL A/S1.0 #40 1809 ()%C%l E%w� REINF. BETWEEN EVERY OTHER 12 x24" 3-STORY, w/(3)#4 OR (2)#5 CONT. 6 - 8 x8' DETAIL 4A 8 X1 6 1-STORY, W/(2)#5 CONT. SHEET COURSE. FILL CELLS SOLID, as- 12 of x1 2" DETAIL 413 8 to X20 2-ST;0RY, w/(2)#5 CONT. BRICK LEDGE DETAIL STEM WALL AND FOOTING MONOLITHIC EDGE FOOTING THICKENED SLAB FOOTING w SHOWER RECESS MONO# F ) ING AT STER--M-DOWN 7 CONCRETE STAIRS 01N GRADE S1.0 SIMILAR AT FRONT AND REAR PORCHES WIO FRAME WALL ABOVE. CONTRATOR MAY OMIT CHAIR BLOCK & FORM EDGE FO 4" SLAB. S1.0 S1.0 S1.0 S1.0 S1.0 SHEET 2 OF 6 ��MME S 4� L 00) .0 37Y) .0 /1_00,� SYMBOL LEGEND WOOD BEAM OR TRUSS INTERIOR LOAD BEARING WALL 2x6 STUD WALL @ 16" O.C. LOAD PATH SU PPORT/VPLIFT SUMMARY sw# SHEARWALL SEGMENT. BRG. MEMBER NODE SUPPORT UPLIFT STEP, SEE ARCHITECTURAL PLANS TRUSS F8 B 2.2x4-SPF (2)HTS20 TRUSS E6 A 2.2x4-SYP (2)HTS20+(2)H8 BRACE GABLE END PER 2/SO.O QR SEE KEYED NOTE 2 FOR BALLOON FRAMING. TRUSS J1 8 2.2x4-SPF (2)HTS20 ou on i o and TRUSS G2 A,B 2.2x4-SPF (2)HTS20 CONVENTIONALLY STRAPED AREA, SEE 7/S2.0 Associates, Inc. BM#1 B,C: 3.2x6-SPF 8D/S2.0 496 Osceola Avenue BM#1 D 3/2x5'/4-PSL 8D/S2.0 BM# BEAM, PER TRUSS PACKAGE, U.O.N. Jox. Beach,,Flodda 32250 BM#2 AB, 3/2x5/4-PSL 8D/S2.0 Ph.242-0908 Fox.241-9557 BM#4 A,B 3.2x4-SPF 8B/S2.0 FB# FLOOR BEAM, PER TRUS'S PACKAGE, U.O.N. CA#8344 H# HEADER, SEE SCHEDULE BELOW. CONTACT US WrrH YOUR COMMEWS COMMENTSOLP-A.0 BUILT-UP POST WITHIN THE WALL, SEE PLAN AND SUPPORT CAILLOUT mum%%. LTT20B (SIMPSON) OR PROVIDE LOADING CHART NOTES; THESE BEARING NODES CORRELATE WITH pp r SPH4/6 w/V2 ANCHOR BOLT HDQ8 (SIMPSON) THE TRUSS PROFILES AND HAVE BEEN RE-LABELED AS A,B,CD,.,,, 4" FROM STUD. FROM LEFT TO RIGHT. THE NODE LABELS GIVEN IN THE TRUSS ENGINEERING HAVE BEEN DISREGARDED. HTT16 (SIMPSON) PA51 (SIMPSON) F 2x6 ROOF RAFTER UPLIFT CONNECTOR SCHEDULE @ 24 0.C. X THREADED ROD CONNECTION UPLIFT (LBS) HTT22 (SIMPSON) VALM ONLY.-WHEN (1)H8 �LR (2)H3 < 745 SiGNATURf.IS IN-ILUE INK PHD2 (SIMPSON) AND'RAISED SEAL 4x4 P.T. SYP#2 SEE 3A/S2.0, 4x4 P.T. SYP#2 CONNECTION TO: (2)H8 < 1490 HTS20 (SIMPSON) DBL. TOP PLATE POST, TYPICAL. FOR CONN. SEE 3A/S2.0, POST, TYPICAL. (2)MTS1 2 < 2000 (2 PLACES) HEADER HEADER SCHEDULE (MINIMUM SIZE) FOR CONN. (4 PLACES) .PE (2)H TS20 < 2900* REVISIONS BY POST MAXIMUM JACK KING - (2)2xl2 (2)HTS20+(2)H8 < 4390* SYMBOL HEADER ndho-4dwo- mom= OPENING STUDS STUDS _j ....... *PRO\ADE 2 0 ROD ADJ. TO CONNECTORS H6 (2)2x6 41-49p 1 1 TRUSS CONNECTIONS SHOWN ON PLAN SHALL SUPERSEDE H8 (2)2x8 61-410 1 2 TABLE. AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING TWO H10 (2)2xlO 81-411 1 3 X1 STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY TYPICAL PORCH FRAMING NOTES CN ACROSS DBL. -TOP PLATE FROM EA. OTHER. H12 (2)2xl2 101'-4 2 3 2x8 RIDGE 2x6 OVERFRAME BEAM TO POST H9.25 (2)9.25 P� LVL PER PLAN 2 3 RAFTERS @ 24" O.C. (2)MSTA24 w/9-10d EACH END H1 1.88 (2)11.88#p LVL PER PLAN 2 3 1 w/ OVERFRAME D�G,E-R_ --- I ]-I- BEAM TO WALL FRAMING H1 4.00 (2)14.00 LVL PER PLAN 3 3 SEE 1 -/S2----0 ALL HEADERS ------ I SEE DETAIL 3/S2.0 FOR CONNECTION H16.00 (2)16.00" LVL I PER PLAN 3 3 Lit I x 12; ARE H6; U.O.N.1 I'll SEE 3A/S2.01 V) UPPEIR POST TO LOWER POST (MULTI-STORY) V) FOR CONN. (2)CS16 w/9-8d TO EACH END IMICAL J21LAN N.01ES., 1. BEAMS & HEADERS SUPPORTING ROOF FRAMING (EITHER DIRECTLY 2 2X1 . CN OR THAT SUPPORT AN UPPER LEVEL WALL THAT SUPPORTS ROOF _�j POST TO SLAB FRAMING -S X SHALL BE SUPPORTED BY (3)2x ' PF#2 TO MATCH WALL C,4 DEPTH A N A 0 Oil H10 OVER ABU44/66- w/6-16d EA. END OR -SUPPORTS, SEE TO FOOTING w/ HTT16. THESE SIMPSON FASTENERS MAY BE OMITTED IF 3 HTT1 6 3 ROD TO FTG. W/1 /4 SEE 3A S2,0 i I I i THE BEAM PASSES BELOW THE CONTINUOUS DOUBLE TOP PLATES AND KEYED PLAN NOTE 1. C) FOR CONN. I LO A THREADED ROD IS WITHIN 6" OF THE SUPPORT POST. zuz 00 POST TO M ATCH :2 1 i 2, SEE 4/S2.1 FOR ATTACHMENT OF INTERIOR SHEARWALL TO FLOOR m POST ABOVE. H1 0 OVER j AND DETAIL 5/S2.1 FOR ATTACHMENT TO THE ROOF. 1 4 VICK,'Kx NN NNX K S S"S\-VK'Kss�� 3-SUPPO TSt SEE :> KEYED PLAN NOTE 1. 3. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN �OS� TO MATCH TRUSSES, SEE ALT C. OF 5/S2.1 (TYPICAL) Lq- POST,,,,A,BOVE. ARAGE DOOR CONNECTION 4. FOR GENERAL UPLIFT REQUIREMENTS, SEE ANCHORING SYSTEM IN FASTEN EACH JACK STUD CONSTRUCTION SPECS ON S2.0. TO HEADER WITH MSTA24 BM#3 "'N if i 5. CHIMNEY FRAMINQ (IF APPLICABLE), SEE DETAILS 15 & 16/S2.1. w/(9-10d EACH END) EACH SIDE OF OPENING. (TYP.) 6. 'POST FROM ABOVE' WHEN NOT BEARING ON BEAM, INDICATES THAT THE SAME SIZE AND SPECIES POST SHOWN ON THE 2ND FLOOR SHALL r10 BE PLACED ON THE 1ST FLOOR ALIGNED w/ THE UPPER POST, PROVIDE C:) SOLID BLOCKING WITHIN THE FLOOR SYSTEM. FASTEN UPPER LEVEL 00 C0 Lj_ POST TO LOWER LEVEL POST QR TO LOWER LEVEL BEAM WITH (2)CS16 7 IV) N STRAPS AND FASTEN TO FOUNDATION w/ HTT16 U.O.N. ON PLAN z (A V) m POST FR !M PO`&T 7. FOR BEARING WALL AND HEADER NOTE5, SEE CONSTRUCTION SPEC. H10 OVER D ::D I O:f A B 0 VE. §,E.E uj 3-SUPPORTS, Uj SEE KEYED --.LSEE YED 8. ALL EXTERIOR ARE SW-3. INSTALL ONE ANCHOR PER KEYED NOTE 10. NOTE 10. SCHEDULE, ADJACENT TO ALL DOOR AND WINDOW OPENINGS. (UON) U-i PLAN NOTE 1.1 Li A (A 9. ALL MULTI-PLY TRUSSES AND CB� C D I BEAMS, PROVIDE A BUI LT-UP POST COMPOSED OF MULTIPLE WALL STUDS EQUAL TO THE NUMBER OF TRUSS OR BEAM PLIES. (U.O.N.) KEYED P (APPLICABLE ONLY IF REFRENCED ON PLAN.) 1, PROVIDE (2)FULL HT KINGS & (2)JACK STUDS EA. SIDE OF EACH H 10 SEE 6/S2.1 FOR OPENING. EACH JACK STUD TO HEADER w/MSTA24. AT GROUND FLOOR " I- _iER GARAGE WING WALL 2 x 6 R 0 F RA-F I (IF THREADED ROD IS NOT POSSIBLE) FASTEN JACKS TO BOTTOM PLATE BOX FRAME WINDOW DETAIL (TYP.) @ 241' w/SPH4/6 & 1/2"0 ANCHOR BOLT TO BE PLACED WITHIN 4" OF JACK SEE 1/S1.2. GROUP. AT ELEVATED FLOORS, FASTEN JACKS TO WALL FRAMING BELOW w/ (2)CS16. SHEET INDEX 2. PLACE GABLE END TRUSS TO THE INTERIOR FACE OF BALLOON SO.0-TRUSS PLACEMENT FRAMED WALL AND FASTEN TRUSS TOP & BOTTOM CHORDS TO BALLOON FRAMED WALL STUDS w/ 2-12d COMMON WIRE NAILS AT EA. S1.0-FOUNDATION PLAN STUD. FASTEN GABLE END TRUSS w/ SIMPSON H8 AT EACH END. S1.1-FIRST FLOOR PLAN CONVENTIONALLY STRAP WALL U.O.N. 3. SHEATH WALL FULL HEIGHT I DOWN TO FLOOR FRAMING BEFORE ROOF S1.2-SECOND FLOOR PLAN DECKING. FIRST FLOOR FRAMING PLAN S2.0-GENERAL SPECS. SCALE: 3/16 19-0)) 4. H10F OR H12F SYP#2 BEAM w/ '/2" CDX PLYWOOQ FLITCH GLUED & S2.1-STD. FRAMING DETAILS 1. BEAMS AND TRUSSES INDICATED ON THIS PLAN ARE NAILED w/ 3-ROWS, OF 12d COMMON WIRE NAILS 0 6" O.C. (STAGGER FROM EA. SIDE) SECOND FLOOR FRAMING MEMBERS. .* t 5. PROVIDE SPF#2 SOLID BLOCKING AT 24" O.C. BETWEEN THE GABLE END 2. (�) INDICATES NODE OF FRAMING MEMBER, SEE LOAD TRUSS AND THE FIRST INTERIOR TRUSS (TO MATCH TOP AND BOTTOM CHORD DEPTHS). INSTALL AN INFILL 2x4 SPF#2 STUD WALL ALONG THE PATH-UPLIFT/SUPPORT SCHEDULE THIS SHEET. RAKE OF THE TOP CHORD AND FASTEN THE INFILL WALL PLATES DIRECTLY TO THE BLOCKING ALONG BOTH THE TOP ANID BOTTOM CHORDS w/3-12d Do not scale dimensions from thesf: 3. REFER TO PLAN NOTES AND KEYED NOTES AT RIGHT FOR COMMON WIRE NAILS AT EACH INTERSECTION. drawings.If a dimension is unclear PLAN SPECIFICS. 8. CURVED WALLS SHALL BE CONSTRUCTED OF STUDS AT 12,9 O.C. refer to the Architectural draWngs contact the E.O.R. SHEATHED NTH 34" CDX PLYWOOD INSTALLED WITH THE STRONG AXIS 4. BUILT-UP POST SHOWN ON PLAN ARE MINIMUM AND MAY VERTICALLY ON BOTH THE INTERIOR AND EXTERIOR SURFACES OF THE BE INCREASED TO CORRESPOND WITH STUD WALL SIZE WALL. FASTENING SHALL BE WITH 8d COMMON WIRE NAILS 0 6" O.C. EDGE SELECTED. AND FIELD. HEADERS SHALL BE CURVED PLYWOOD BEAM MINIMUM OF 24" SUBDIVISION DEEP GLUED AND NAILED PER SHEATHING SPECIFICATIONS. PARADISE PRESERVE 7, OVERFRAME CABLE PONY WAL OVER ROOF TRUSSES. PROVIDE 2x4 LOT UNIT BLOC� 5. ALL EXTERIOR WALLS ARE SW-3. INSTALL ONE ANCHOR, BLOCKING BETWEEN TRUSSES @ 24 to O.C. FASTEN BLOCKING EA. END 14 PER SCHEDULE, ADJACENT TO ALL DOOR & WINDOW W/SIMPSON A34 CLIP. ANCHOR WALL TO FRAMING PER SCHEDULE 7/S2,0. OPENINGS, (U.O.N.) CUSTOMER PLAN NAME So WALL .-SEAT FRAMING, PROVIDE (2)2x4 13LOCKS BETWEEN TRUSSES BESTCON BUILDERS 6. REFER TO SO,,O FOR MINIMUM EXTERIOR BEARING WALL FASTENED EA. END w/ (2)A35 CLIPS TO SUPPORT WINDOW SEAT. DESIGN/DRAWN/CHECKED AOB/ AG /LAP SCHEDULE IN COMPLIANCE WITH FBC-R TABLE R301,7. 9. CONVENTIONALLY FRAMED HIPS AND RIDGIES WHERE NOTED ON PLAN PROVIDE (2)2x4 SYP#2 KING POST FASTEN 'TOP AND BOT. w/ (2)HTS20. DATE 04.10.06 10. FASTEN POST TO FRAMING BELOW w/ (2)CS16 QR (2)MSTA30 STRAPS. SCALE 11, PROVIDE INTERMEDIATE JACK STUDS BETWEEN OPENINGS. EACH AS NOTED JACK STUD TO HEADER w/MSTA34 AND T(O FRAMING BELOW W/ JOB N 0. (2)CS1 0 STRAPS. 060021 12, BOX .BEAM BETWEEN UPPER AND LOWER OPENINGS, SEE 17/S2.1. SHEET 3 OF 6 L C� dC,4 X ft q00 [j"adt5e Ld�. SYMBOL LEGEND WOOD BEAM OR TRUSS INTERIOR LOAD BEARING WALL ........... .... 2x6 STUD WALL @ 16" O.C. LOAD PATH-SU PPORT/UPUFT SUMMARY sw# SHEARWALL SEGMENT. BRG. MEMBER NODE SUPPORT UPLIFT 7711%W STEP, SEE ARCHITECTURAL PLANS TRUSS F8 8 2.2x4-SPF (2)HTS20 %..-------___��, BRACE GABLE END PER 2/SO.10 OR SEE TRUSS E6 A 2.2x4--r-SYP (2)HTS20+(2)H8 KEYED NOTE 2 FOR BALLOON FRAMING. TRUSS J1 B 2.2x4-SPF (2)HTS20 Lou Ponti 0 and TRUSS G2 A,B 2.2x4-SPF (2)HTS20 CONVENTIONALLY STRAPED AREA, SEE 7/S2.0 Associates, Inc. t BM#1 BrC 3.2x6-SPF 8D/S2.0 496 Osceola Avenue BM#1 D 3/2x5/4-PSL 8D/S2.0 BM# BEAM, PER TRUSS PACKAGE, LI.O.N. Jax. Beach,, Flodda 32250 BM#2 AtB 3/2x5/4-PSL 8D/S2.0 Ph.242-0908 Fax.241-9557 CA#8344 BM#4 A,13 3.2x4-SPF 8B/S2.0 FB# FLOOR BEAM, PER TRUSS PACKAGE, U.O.N. H# HEADER, SEE SCHEDULE BELOW. CONTACTUSW17H YOUR COMMEWS COMMENTS@LP-A.COM BUILT-UP POST WITHIN THE WALL, SEE V\11j PLAN AND SUPPORT CALLOUT MAN%, �s LTT20B (SIMPSON) OR PROVIDE LOADING,CHART NOTES THESE BEARING NODES CORRELATE WITH SPH4/6 w/1/2 ANCHOR BOLT HDQ8 (SIMPSON) THE TRUSS PROFILES AND HAVE BEEN RE-LABELED AS A,BC,,D,...,, FROM LEFT TO RIGHT. THE NODE LABELS GIVEN IN THE TRUSS 4" FROM STUD. ENGINEERING HAVE BEEN DISREGARDED. HTT16 (SIMPSON) PA51 (SIMPSON) UPLIFT CONNFCTOR SCHEDULE NOTCH IN UPPER TOP PLATE 4-16d NAILS CONNECTION UPLIFT (LBS) HTT22 (SIMPSON) X THREADED ROD SEE PLAN VIEW VALID ONLY WHEN (1)H8 OR (2)H3 < 745 SIGNATURE-IS IN BLUE INK FOR WALL STUD LAP DOUBLE TOP CONNECTION JQ; HTS20 (SIMPSON) PHD2 (SIMPSON) AND RAISED SEAL I ARRANGEMENT PLATE AT CORNER DBL. 'TOP PLATE (2)H8 < 1490 OR (2)M TS1 2 < 2000 HEADER HEADER SCHEDULE (MINIMUM SIZE) QE (2)H TS20 < 2900* REVISIONS BY EXTERIOR WALL STUDS (3)2 x 12 w/(2) 1/2 POST MAXIMUM JACK KING HEADER TO SUPPORT (2)HTS20+(2)H8 < 4390* SYMBOL HEADER (WINDOW NOT SHOWN) PLYWOOD FLI I UH OPENING STUDS STUDS MAIN ROOF TRUSSES *PR INSTALL LAST OVIDE '/2"0 ROD ADJ. TO CONNECTORS (2)2x6 H 6 41 1 1 TRUSS CONNECTIONS SHOWN ON PLAN SHALL SUPERSEDE TABLE. AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO H8 (2)2x8 6 4 1 2 AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING TWO H10 (2)2xlO 8 4 1 3 0 2x6 STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TqP PLATE FROM H12 (2)2xl2 10 4 2 3 EA. OTHER. H1 4.00 (2)14.00 to, LVL PER PLAN4 3 3 9A H16.00 (2)16.0090 LVL PER PLAN4 3 3 SECTION 'Ay T�%b S INO AT LEDGER SEE TWICAL PL6N NOTES: SEE KEYED 1. BEAMS & HEADERS SUPPORTING ROOF FRAMING (EITHER DIRECTLY ......... DETAIL 2/S2.1. OR THAT SUPPORT AN UPPER LEVEL WALL THAT !SUPPORTS ROOF PLAN NOTE 3. L (P)SIMPSON FRAMING) SHALL BE SUPPORTED BY (3)2x SPF#2 TO MATCH WALL w-3 1 MSTA1 2 DEPTH (U.O.N.). FASTEN BEAM TO POST WITH (2)HTS20. FASTEN POST BAY WINDOW TO :'OOTING w/ HTT16. THESE SIMPSON FASTENERIS MAY BE OMITTED IF WING WALL. THE BEAM PASSES BELOW THE CONTINUOUS DOUBLE TOP PLATES AND 1-00 A THREADED ROD IS WITHIN 6" OF THE SUPPORT POST. i V) SIMPSON HCU410 LD 2. SEE 4/S2.1 FOR ATTACHMENT OF INTERIOR SHEARWALL TO FLOOR AND DETAIL 5/S2.1 FOR ATTACHMENT TO THE ROOF, lit ---------1� .'k (2)1 x7Y4" IMPSON HTS30C Cf) H1 0 OVER 3. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN TRUSSES, SEE ALT C. OF 5/S2.1 (TYPICAL) 0 0 3-SUPPORTS TOP OF BAY WINDOW ARE H6; U.O.N. MICROLAM 1.9E LVL. TWIST STRAP. NAIL TO ALL HEADERS 1T 4. FOR GENERAL UPLIFT REQUIREMENTS, SEE ANCHORING SYSTEM IN NOTCH BOTTOM OF (3)2x121S SEE KEYED WING WALL DOWN CONSTRUCTION SPECS ON S2.0. 4V PROVIDE SHORING UNTIL TO AT BASE TO FIT PLAN NOTE 1. TO FACE OF DOUBLE 51/2 WALL STUD ADJACENT ALL FRAMING IS COMPLETE, WITHIN 2x6 WALLS. 5. CHIMNEY FRAMING (IF APPLICABLE), SEE DETAILS 15 & 16/S2.1. INCLUDING ROOF TO WING WALL FRAMING V) "POST FROM ABOVE' 9A 6. WHEN NOT BEARING ON BEAM, INDICATES THAT (ONE EACH SI DE). THE SAME SIZE AND SPECIES POST SHOWN ON THE 2ND FLOOR SHALL ATTACH B-ASE OF (3)2xl 2 S2.1 BE PLACED ON THE 1ST FLOOR ALIGNED wl THE UPPER POST, PROVIDE ATTACH STUB JOISTS 9 NAIL PLYWOOD TO VERTICAL WIND BEAM w/ SOLID BLOCKING WITHIN THE FLOOR SYSTEM. FASTEN UPPER LEVEL TO WALL w/ JOIST T 9 A POST TO LOWER LEVEL POST OR TO LOWER LEVEL BEAM WITH (2)CS16 LAST JOIST (2)SIMPSON LS50 (ONE HANGER S2. STRAPS AND FASTEN TO FOUNDATION wl HTT16 U.O.N. ON PLAN EACH SIDE). '�z _V/1 7. FOR BEARING AND HEADER NOTES, SEE CONSTRUCTION SPEC. Sw- Lot BAY-eVVINDOW FRAMING 2x6 STUD FRAMING 8. ALL EXTERIOR WALLS ARE SW-3. INSTALL ONE ANCHOR PER SCHEDULE, ADJACENT TO ALL DOOR AND WINDOW OPENINGS. (UON) WALL STRAPPED CONTINUOUS BEAM DOUBLE STUD TRUSS imi TO FLOOR w/MSTA12 FLOOR UNDER BAY WINDOW 9 9. TYPICAL QUILT UP STUDIPOSI AT ALL MULTI-PLY TRUSSES AND 9B 1 pr) BEAMS, PROVIDE A BUILT-UP POST COMPOSED OF MULTIPLE WALL TRUSS. S2.1 1 3:: S2.1 STUDS EQUAL TO THE NUMBER OF TRUSS OR BEAM PLIES. (U.O.N.) (2)1�/4 x 7/1/4" DESIGN BY MAIN WALL MICROLAM 1.9E LVL. OTHER KEYED PLAN NO (APPLICABLE ONLY IF REFRENCED ON PLAN.) F- 1, PROVIDE (2)FULL HT KINGS & (2)JACK STUDS EA. SIDE OF EACH 9A OPENING. EACH JACK STUD TO HEADER w/MSTA24. AT GROUND FLOOR (2)SIMPSON LUS26 JOIST 5 0 THRU S2.11 (IF THREADED ROD IS NOT POSSIBLE) FASTEN JACKS TO BOTTOM PLATE /8 2x6 @ 16 O.C. HANGER w/ 4-16d P) w/SPH4/6 & '/,"0 ANCHOR BOLT TO BE PLACED WITHIN 4"' OF JACK BOLTS @ 16 O.C. TO HEADER & 2x6 SYP#2 BLOCKING GROUP. AT ELEVATED FLOORS, FASTEN JACKS TO WALL FRAMING 4-10d TO JOIST. 3-2x12 w (2)'/2 AY WIN W 2x6 STUD, SW-3 SW-3 BELOW w/ (2)CS16. BETWEEN EA. KNEE *1 V vSHEET INDEX @ 16 0.C. PLYWOOD FLITCH NAIL TO 2xl 2'S WALL STUD w/4-12d COMMON WIRE ' -SEE KEYED 2. PLACE GABLE END TRUSS TO THE INTERIOR FAkCE OF BALLOON SO.0-TRUSS PLACEMENT TOENAILS (TYP) 2x6 016 0.C. WALL SHEATHING 9A PLAN NOTE 3. FRAMED WALL AND FASTEN TRUSS TOP & BOTTOW CHORDS TO S1.0-FOUNDATION PLAN S2.1 BALLOON FRAMED WALL STUDS w/ 2-12d COMMON WIRE NAILS AT EA. STUD. FASTEN GABLE END TRUSS w/ SIMPSON HE3 AT EACH END. S1.1-FIRST FLOOR PLAN A- A SECTION WALL STUD PLAN VIEW CONVENTIONALLY STRAP WALL U.O.N. 3. SHEATH WALL FULL HEIGHT DOWN TO FLOOR FRAMING BEFOW ROOF S1.2-SECOND FLOOR PLAN DETAIL DECKING. S2.0-GENERAL SPECS. S1.2 op i$-oft 4. H10F OR H12F SYP#2 BEAM w/ 1/201 CDX PLYWO(OD FLITCH GLUED & SCALE: 3/8 - S2.1-STD. FRAMING DETAILS NAILED w/ 3-ROWS OF 12d COMMON WIRE NAILS & 61' O.C. (STAGGER FROM EA. SIDE) ,SEC0ND.FL00R.FRAM ,1NG.PLA.N. SCALE: 3/116 1 I-00p 5. PROVIDE SPF#2 SOLID BLOCKING AT 24" O.C. BE'TWEEN THE GABLE END TRUSS AND THE FIRST INTERIOR TRUSS (TO MATCH TOP AND BOTTOM 1. BEAMS AND TRUSSES INDICATED ON THIS PLAN ARE ROOF CHORD DEPTHS). INSTALL AN INFILL 2x4 SPF#2 STUID WALL ALONG THE FRAMING MEMBERS. RAKE OF THE TOP CHORD AND FASTEN THE INFILL 'WALL PLATES DIRECTLY TO THE BLOCKING ALONG BOTH THE TOP AND BOTT,-OM CHORDS w/3-12d Do not scale dimensions from thesf 2.. (�) INDICATES NODE OF FRAMING MEMBER, SEE LOAD COMMON WIRE NAILS AT EACH INTERSECTION. dravVings If a dimenslon is unclear PATH-UPLIFT/SUPPORT SCHEDULE THIS SHEET. 6, CURVED WAL SHALL BE CONSTRUCTED OF STUDS AT 12" O.C. refer to the*Architectural draWngs SHEATHED NTH %" CDX PLYWOOD INSTALLED WITH THE STRONG AXIS contact the E.O.R. 3. REFER TO PLAN NOTES AND KEYED NOTES AT RIGHT FOR VERTICALLY ON BOTH THE INTERIOR AND EXTERIOR SURFACES OF THE PLAN SPECIFICS. WALL. FASTENING SHALL BE WITH 8d COMMON WIRE NAILS 0 6" O.C. EDGE AND FIELD. HEADERS SHALL BE CURVED PLYWOOD BEAM MINIMUM OF 248* SUBDIVISION 4. BUILT-UP POST SHOWN ON PLAN ARE MINIMUM AND MAY DEEP GLUED AND NAILED PER SHEATHING SPECIFICATIONS. PARADISE PRESERVE 71 QVERFRAME GABLE PONY WALL OVER ROOF TRUSSES. PROVIDE 2x4 LOT UNIT BLOCK BE INCREASED TO CORRESPOND WITH STUD WALL SIZE SELECTED. BLOCKING BETWEEN TRUSSES 0 24"' O.C. FASTEN BLOCKING EA. END 14 w/SIMPSON A34 CLIP. ANCHOR WALL TO FRAMING PER SCHEDULE 7/S2.0. CUSTOMER PLAN NAME 54, ALL EXTERIOR WALLS ARE SW-3. INSTALL ONE ANCHOR. a. WALL SEAT FRAMING, PROVIDE (2)2x4 BLOCKS BETWEEN TRUSSES BESTCON BUILDERS PER SCHEDULE ADJACENT TO ALL DOOR & WINDOW FASTENED EA. END w/ (2)A35 CLIPS TO SUPPORT WINDOW SEAT. DESIGN/DRAWN/CHECKED OPENINGS. (U.O.N.) AOB/ AG p 90 CONVENTIONALLY FRAMED HIPS AND RIDGES WHERE NOTED ON PLAN _.Z LA PROVIDE (2)2x4 SYP#2 KING POST FASTEN TOP ANID BOT. w/ (2)HTS20. DATE 6., REFER TO SO.0 FOR MINIMUM EXTERIOR BEARING WALL 04.10.06 SCHEDULE IN COMPLIANCE NTH FBC-R TABLE 10. FASTEN POST TO FRAMING BELOW w/ (2)CS16 IOR (2)MSTA30 STRAPS, SCALE 11. PROVIDE INTERMEDIATE JACK STUDS BETWEENI OPENINGS. EACH AS NOTED JACK STUD TO HEADER w/MSTA34 AND TO FRAfVAING BELOW W/ JOB N 0. (2)CS1 0 STRAPS. 060021 12. Bo�k._BIEAM BETWEEN UP?V_'R $s�,"b \n%M C\�PV_%%Mv rL'-E7_ �-3 JS7.�. SHEET 3 OF 6 DESIGN SPECIFICATIONS: SIMPSON APPROVAL CODES: SPECIAL REOUIREMENTS AT )MNDOW&OOR OPEbIINGS, QIRDE13 TRUSSES. &.)M[2E I 'ACING: MAX. ROD SPACING CONVENTIONALLY STRAP WHERE MAX. ROD THREADED ROD TERMINATES DESIGN CODE.- 2004 FLA. BUILDING CODE - RESIDENTIAL (FBC-R) WCUPANCY-. RESIDENTIAL GROUP R-3 (SINGLE MULTI-FAMILY) CONNECTOR FASTENERS CODE SPACING IS EXCEEDED, SEE DETAIL 7/S2.0. AT UPPERMOST TOP PLATE DESIGN LOADS: ACTUAL AND UNIFORM A35 12-8dxl'/2 FL474.4 GIRDER TRUSS OR TTOP PLATE SPLICE SHALL NOT WHERE ROD IS SPECIFIED ON PER DESIGN S5 )'W/ NUT AND WASHER. DEFLECTIION CRITERIA: 3 BEAM w STRAP OCCUR BETWEEN THE KING STUDS PLAN ADJACENT TO GIRDER TRUSS ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 FLOW FRAMING: LIVE LOAD L/360 AND TOTAL LOAD L/240 LTP4 12-8dxl'/2" FL474.258 NUT AND WASHER /RN / 1 AND THE FIRST THREADED ROD. OR BEAM, LOCATE ROD WITHIN 6 It /N /N ROOF IN (cd=1.25) ELQOR LOADING (cd=1.00) PER ROD NOTES 6 MAX OF POST. TOP CHORD LIVE LOAD 20 psf TOP CHORD LIVE LOAD 40 psf H2.5A 5-8d EA. END FL474.115 6 MAX (2)PROVIDE FULL SHEATHING ABOVE I I, jr-0 L I SHEARWALL TOP CHORD DEAD LOAD 7 psf TOP CHORD DEAD LOAD 10 psf BOTTOM CHORD LIVE LOAD BOTTOM CHORD LIVE LOAD H3 4-8d EA. END FL474,116 WINDOWS, AND NAIL WITH 8d @ 3 (A)AT OPENINGS GREATER THAN SEE RLAN SHEARWALL, SEE PLAN I BOTTOM CHORD DEAD LOAD 10 psf BOTTOM CHORD DEAD LOAD 0 psf WALL STUDS & O.C. EDGE AND FIELD. OMIT THIS 49-291, ATTACH DOUBLE TOP PLATE F 5 psf 5 psf HS 5-10dxi.5* EA. END FLI 423.7 SHEATHING PER Y REQUIREMENT OVER OPENINGS IN TO HEADER WITH SPH4/6 0 32 to THREADED ROD IN GENERALNOTES WIND LOADING - ASCE 7/02 - SEE SHEET SO.0 FOR LATERAL LOADS AND COMPONENTS & CLADDING. MTS12 7-10dxl'/2" EA. END FL474.325 BRG WALL SCHED. y BELOW BALLOON FRAMED WALLS. O.C. IF CRIPPLE STUDS ARE USED TERMINATES AT FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED NTH A MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF & GENERAL NOTES. GIRDER, SEE I SEE SHEARWALL SPECS.1 ATTACH SPH4/6 TO CRIPPLES AND INTERMEDIATE BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS OF ROOF TRUSSES SHALL BE REDUCED IN ACCORDANCE H TS20 24-10dxl'/2" EA. END FL538.9 PLAN (3)FOR ROD SPECIFIED ON PLAN FOR CONVENTIONAL THREADED ROD NI ATTACH CRIPPLE TO HEADER WITH LEVEL w/ NUT Lou Pontmigo and w/ FBC SECTION 1605.3.1.1. SPECIFICALLY, ATTIC FLOOR LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL BE MULTIPLIED SYSTEM PER ROD ADJACENT TO WALL OPENINGS, AND WASHER. I STRAPPING ALTERNATE MSTA24 9-10d EA. END FLI 901.57 H3. I TO BEUSED ATENDS BY 0.75 WHEN COMBINED w/ DEAD LOAD, TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS-TO-TRUSS NOTES AND PLAN LOCATE ROD WITHIN 6" OF KING i i socia es, ncs CALCULATIONS AND CONNECTIONS (UNLESS A SPECIAL CONNECTOR DESIGN IS REQUIRED AND NOTED ON TRUSS LAYOUT) MSTA36 13-10d EA. END FLI 901.59 STUD. OF SHEARWALLS. tWHEN ROD SPACING EXCEEDS RADON COMPUANCE: BUILDING CONTRACTOR SHALL DETERMINE IF THE SITE IS LOCATED IN AN AREA WHERE LOCAL ORDINANCE I-4pl, PROVIDE AN ADDITIONAL 4- 4,96 Osceola Avenue REQUIRES COMPLIANCE NTH APPENDIX F, FBC-R 2004, "FLORIDA STANDARD FOR PASSIVE RADON RESISTANT NEW RESIDENTIAL MSTAM24 9-1 Od EA. END FLI 901,61 SILL ANCHOR IN FILL ROUGH OPENING (�)PROVIDE AN ADDITIONAL ROW OF -5 BUILDING CONSTRUCTION." IN SUCH CASES, THE SLAB-ON-GRADE SHALL BE CAST WITH A MINIMUM STRENGTH OF 300OPSI AND to BETWEEN RODS PER SEE ARCH. ROW OF 8d NAILS @ 6" O.C. INTO FLOOR TRUSS Jax. Beach.. Flodda 32250 SLAB CONTROL JOINTS SHALL BE SEALED AGAINST SOIL-GAS ENTRY. CONTRACTOR IS RESPONSIBLE FOR FULLY COMPLYING WITH THE 5-/4 x2-'Iq TITENS CONSTRUCTION SPEC. 8D NAILS 0 6" O.C. INTO ONE OF DOUBLE TOP PLATE. STAGGER THIS OR JOIST. Ph.242-0908 Fax.241-9557 STANDARD. MSTC28 18-16d EA. END FLI 901.63 THE KING STUDS ADJACENT TO ALL NAILING TYPICAL NAILING. OPENINGS (IN ADDITION TO OTHER CA# 8344 It MSTC40 26-16d EA. END FLI 901-64 NAILS SPECIFIED IN GENERAL ZHEADER, M TERIAL SPECIFILATIONS. ROD EMBEDMENT FOUNDATION, NOTES. OMIT IF WALL SEGMENT 6 SEE PLAN CONTACr US WITH YOUR COMMEWS MSTC66 38-16d EA. END FL1 901.67 DEPTH PER COMMENTS@LP-A.COM..., CAST-IN-PLACE CONCRETE: SHALL HAVE A COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS ROD NOTES SEE PLAN- ADJ. TO OPENING IS LESS THAN MAXI_ HEARWALL to SHEA WALL CONCRETE IN MASONRY UNIM- SHALL BE CONCRETE MASONRY UNIT IN ACCORDANCE NTH ASTM C 90 AND. SHALL HAVE A MINIMUM 22-10d TO TRUSS 18 1 1 SEE PLAN MGT FL1 423.15 SEE PLAN I I op- NET AREA COMPRESSIVE STRENGTH OF 1900 PSI WHEN USING TYPE M OR S MORTAR (ASTM C 270). IN ACCORDANCE WITH ACI 530, L 1-/2"0 ROD TO F TG. X X, THE 1900 PSI BLOCK IN COMBINATION NTH TYPE M OR S MORTAR PROVIDES A DESIGN COMPRESSIVE STRENGTH (f'm) OF 1500 PSI. PHD2 10-SDS/,x3* TO TRUSS SEE 18/S2.1 FOR FASTEN CORNER POST X GROUT9. THE GROUT SHALL BE IN ACCORDANCE WITH ASTM C 476 AND SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF FL503.27 XX (0 < 1-/260 ROD TO FTC. SILL ATTACHMENT. TOGETHER w/12d COMMON PLACED AT AN 8" TO 11" SLUMP AND HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS WHEN TESTED 40 MAX MULTIPLE STUDS AT 0- 8 IN ACCORDANCE WITH ASTM C 1019. 14-SDS/4x3" TO TRUSS END OF SHEARWALL, 6 06 O.C. (STAGGERED). PHD5 FL503.26 SEE SHEARWALL MAX FOUNDATION ADDITIONAL ANCHOR FASTEN THREADED ROD REINFORCING STEEL- SHALL BE ASTM A615, GRADE 40. 1-5/v*0 ROD TO FTG. SPECIFICATIONS. NOT SHOWN PER DESIGN SPECS. BOLTS PER DESIGN SPECS. 18-16d TO TRUSS ANCHORING SYSTEM STRAIGHT CORNER POST STRUCTURAL STEEL- SHALL BE ASTM A36. HTT16 FL503.20 SCHEMATIC AND SPECIFICATIONS NOM: ONLY ONE CHORING SYSTEM SYMBOL DEFINITIONS 1-V2"0 ROD TO FTG. r2%'*N AN F L , WELDED WE FABRIC (WW): SHALL BE ASTM A185. ROD IS REO'D AT 32-16d TO TRUSS SSP MAY BE USED IN LIEU OF SPH4/6. QBL RQD IN5TALLATION TYP. CORNERS. S2.0 VAUD ONLY WHEN ANCHOR BOLTS AND THREADED RODS: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. HTT22 FL503.21 HOWEVER, SPACING SHALL BE REDUCED BY HALF. SIG NAYURE IS.IN 61.01!INK 1-%*f ROD TO FTC. AND RAISED SEAL WASHERS: SHALL BE IN ACCORDANCE NTH ASTM A500 (GRADE 8). 20-SDSV4x3" TO TRUSS 11/4 @ 2x6 NUTS: SHALL BE IN ACCORDANCE NTH ASTM A 563 GRADE A HEX. HDO8 FLI 46-3.25 DOUBLE TOP PLATE -PORCH HEADER, (2)SIMPSON MSTA24 11/2" @ 2x8 11/2 1-7/8"o ROD TO FTG. SYP #2t MATCH SEE PLAN. AS A STUD-TO-PLATE 2 PLY 3 PLY STUD WIDTH. REVISIONS. By ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY),. 6-10d TO HEADER I t 1 CONN. w/(12)10dxl.5" DOUBLE TOP PLATE BEAM. BEAM. a X_ "SIMPSON STRONG-TIE CO., PRODUCT: EPDXY-TIE SET OR APPROVED EQUAL. LUS28 FL474.284 NAILS SYP #2, MATCH i 00 SIMPSON STRONG-TIE CO., PRODUCT: ACRYLIC-TIE SET OR APPROVED EQUAL. 4-1 Od TO JOIST STUD WIDTH. > THING, RATED SHEA X� 0 12d NAILS BOUNDARY OF SEE DESIGN SPECS. METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED. Z-MAX OR SS. 14-16d TO HEADER 00 C14 FROM OTHER HUS26 FL474.284 SHEATHING 6-16d TO JOIST 0- .--`�SIDE OF 2nd-�/* 0 0 0 0 0 0% >_ 00 CONSTRUCTION SPECIFICATIONS: I- * X10 PLY. 0 36-16d TO BRG. MEMBER WALL FRAMING U 2 ROWS 16d 3 ROWS 16d EXAMPLE OF PANEL ROOF ASSEMBLIES: ROOF ASSEMBLIES SHALL BE IN ACCORDANCE WITH FBC-R CHAPTER 9. HGUS282 FL474.139 EDGE w/ BLOCKING PER 11/S2.1. CN COMMON WIRE c,4 COMMON WIRE 12-16d TO BRG. MEMBER to X 0 WHERE REQUIRED BY SHEATHING @ 12" 0.C. @ 12 P.C. F001ING AND FOUNDATION& SOIL BEARING (DESIGN MAXIMUM� 2500 PSF. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A 14-16d TO HEADER OMITTED FOR EA. SIDE. EA. SIDE. GENERAL NOTES. DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE HU410 FL1 218.148 PORCH BEAM CLARI TY. COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS 6-16d TO JOIST FOOTINGS PROVIDE #3 0 48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR OP TI ON A (2)SIMPSON MSTA24 w/(4) 1/4 x23/4 *0 00 0 0 0 46 TITEN SCREWS TO FTG. AND (9) CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. ABU44 5/,"0 ROD wl 12-16d FL474.21 it bdljLTIPLY LVIL 2x6 gr 2xfj NAIL SPACING AT 10dxl'/2 NAILS TO STUD. NAILI!AG PATTERbj tjAILING PATIERN NAIUNG PATTERbi SUPPORTED EDGES, REINFORCED CONCRETE-, DESIGN PER ACI 318 LATEST EDITION, f'c = 2500 PSI. ALL REQUIRES COMPRESSIVE STRENGTHS (UNLESS ABU66 '3/snf ROD w/ 12-16d FLI 725.1 DOUBLE TOP PLATE PORCH HEADER, GENERAL NOTES SYP #2, MATCH 111HI a OTHERWISE NOTED ON PLAN) 2-5/8"0 BOLTS TO BEAM 4 1 0 STUD WIDTH. SEE PLAN. BUILT-UP POST SEE PLAN. __1\\__ADD 3rd 2x CC44 FL1 218.12 (2)2 x MASONRY: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS 2-3/a*0 BOLTS TO POST L FOR NAILING SEE DET. 5/S2.0. EXAMPLE OF UNSUPPORTED 3 ROWS 0 HEX WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED. GROUT ALL CELLS 4-%"0 13OLTS TO BEAM r- (UNBLOCKED) PANEL EDGE. CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, CC66 FL1 218,18 ALTMATE HEAD THRU BOLTS W/ 2 PLY BEAM (TYPICAL) SHALL BE 48 BAR DIAMETERS ALL CELLS BELOW FINISHED SHALL BE GROUTED SOLID. ALL EXTERIOR WALLS SHALL BE REINFORCED 2-%"0 BOLTS TO POST WNNECTION HEX NUTS & WASHERS 2x1O OR 2x12. FULL HEIGHT WITH - #4 0 4'-0" O,C. MAX. 4 AT EACH CORNER, WALL END, AND WALL INTERSECTIONS, AT STEMWALL CONSTRUCTED SILL PLATE AND 0 24" O.C. OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND PA51 9-16d (EMBED ANCHOR) FL474.335 4 ANCHOR. C-4 2 ROWS 16d NAILING TO INTERMEDIATE SIMPSON HUSC28-2 VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 1/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL BE A FL503.6 __0 12 to O.C. TRUSSES, OR MINIMUM OF 6 ot, IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHOULD BE HDI OA 7/8"o ROD TO FTG. HANGER w/ 6-16d PARALLAM PSL COMMON WIRE SUPPORT IS 6'* O.C. MAX.---`- -STUDS, ROOF NOTIFIED, 4-%it 0 BOLTS TO TRUSS TO HEADER AND BEAM. (SEE EA. SIDE. (UON) FLOOR JOISTS. 6-16d TO WALL . 4 PLAN FOR # WOOD: ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE SET SIMPSON EPDXY-TIE FL402.3 PORCH BEAM FRAMING. '64 06': 4 4 OF PLIES) '/2" CDX PLYWOOD FLITCH. I A P RESSURE-TREATED. WOOD FRAMING SHALL BE IN ACCORDANCE WITH FBC-R, UNLESS OTHERWISE NOTED HEREIN. PT LUMBER FASTEN w/ CONSTRUCTION INDICATED IN SECTIONS PRESERVED WITH SODIUM BORATE (DOT-DISODIUM OCTABORATE TETRA HYDRATE). IF HOWEVERr ACQ OR AT SIMPSON ACRYLIC TIE FL2304.1 OPTION B ADHESIVE AND NAILED. NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA CS20 9-8d TO MEMBER EA. END FL1901.6 -(2)SIMIPSON SPH4/6, PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. PARALLAM BEAM 6-10d TO STUD SPLICE DENOTED AS H10F OR H12F. BEARING WALL NOTES: HEADER--NOTES: spi FL474.384 PORCH BEAM 1. DOUBLE TOP PLATES AND SILL PLATES SHALL BE SYP #2 1. TYP. HEADER SYP #2 U.O.N. ON PLAN. 4-1 Od TO TO TOP PLATE CONNECTION 4 OD ALTER N ATE r5� Ami 1ACHMENT OF BUILT-UP MEMBER 6 S EATHING NAILING DETAIL 2. PLATES IN CONTACT w/ CONCRETE OR CMU SHALL BE P.T. 2. JACK AND KING STUDS SPF#2. MIEN -3 6-10d TO STUD 3. SILL PLATE ANCHORS PER GENERAL NOTES. 3. SEE DETAIL 7/S2.0 FOR TYP. FRAMING. SP2 FL474.385 0 S2.0 S .0 S2.0 4. STUD SIZE & GRADE ON STRUCTURAL PLANS SUPERSEDE THIS TABLE. 4. HEADERS ON PLAN SUPERCEDE THIS TABLE. 6-10d TO TO TOP PLATE .0 5. MIN. OF SPF UTILITY GRADE FOR INTERIOR NON-BRG. TOP PLATES. 5. PROVIDE (2)2xl2 SYP#2 HEADER 0 GARAGE U.O.N. 6. USE SPF#2 OR BETTER FOR ALL WALLS IN THESE PLANS. SP4 6-10,dxl.5'0 TO STUD FL474.,386 7. SPACE STUDS AT 24" O.C. IN NON-LOAD BEARING WALLS. 8. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR SPH4 10-1061.5" TO STUD FL538.34 CObINECTOR-_F PART* ENQ EXP-o 19" & ALL EXP* 'C! ENCLOSED EV, 18" FLOOR BEARING ELEVATION, UNLESS NOTED OTHERWISE ON PLAN. T)?1CAL OMNEC71ON DETAIL SWEDULE SPH6 10-10dxl.5" TO STUD FL538.35 2nd LVL KING STUDS TO A SPH4/6 016" O.C. SPH4/6 032" O.C. GENERAL EPO)(Y EMBEDMENT: (SEE ANCHORING SYSTEM BELOW FOR ADDITIONAL INFORMATION) EMBEDMENT OF RODS OR REBAR 4-10d TO STUD 1st LVL FRAMING. CS1 6 032" O.C. CS16 032" O.C. DETAIL SIMPSON FASTENERS TO CONN. UPLIFT SIMPSON PHD5 HOLDDOWN w/ DOWELS SHALL BE 12 BAR DIAMETER MINIMUM (UON), HOLES SHALL BE 1/4 to LARGER THAN REBAR SIX AND '/so' LARGER THAN SSP FL1 423.21 B CONNECTOR TRUSS/LVL HEIGHT CAPACITY It, THREADED ROD SIZE. 1-10d TO TO TOP PLATE C SPH4/6 @32" O.C. SPH4/6 @32" O.C. 8A PHD5 14-SDS '/4x3 oil 1 V/2" 4685 14-SDS1/4 x3". WHEN DOUBLE IS 0 MSTA24 TO 4' WIDE MSTA24 TO 6' WIDE SPECIFIED ON PLAN USE 1'/2"SDS 4-10d TO STUD D 8B HTT1 6 18-16d 16 3480 MINIMUM 2-PLY SHEATHING SPECIFICA11ONS: LAJ ff SCREWS INSTEAD. op DSP FLI 423.21 z (2) MSTA24 TO 9' WIDE (2) MSTA24 TO 12' WIDE 8C HTT22 32-16d SINKERS 22 5250 LVL OR TRUSS SHINGLE RQQF 14/32 APA RATED SHEATHING, NAILED w/8d COMMON NAILS 0 6" O.C. EDGE & 6" O.C. FIELD (0 GABLE ENDS VIDE z 1-10d TO TO TOP PLATE SOLID 0 LTT20B TO 4' WIDE LTT20B TO 6" WIDE 8D HDQ8 20-SDS V4 x3 14" 8325 NOTCH DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). 0 E to FOR HTT22 CONNECTION, LTT20B 4-10d TO STUD FL 423.21 BLOCKING HTT16 TO 9" WIDE HTT16 TO 12" WIDE BE HHDQ1 1 24-SDS V4 x2/2 183/4 11445 DBL. TOP PLATE AS REQ'D FOR TILE ROOF - 19/32" APA RATED SHEATHING, NAILED w/8d COMMON NAILS 0 6t' O.C. EDGE & 6't O.C. FIELD (0 GABLE ENDS 1-10d TO TO TOP PLATE BETWEEN F CS1 6 TO 4' WIDE CS16 TO 6' WIDE 8F HHDQ14 30-SDS '/4x 2'/2 2 1 V2 14700 ALL NAILING TO ENGAGE HEADER. DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0*' OF ROOF EDGE). FLOORS. (2) CS1 6 TO 9" WIDE (2) CS1 6 TO 12' WIDE FASTEN PER SCHEDULE ON SO.1. WALL - 14/32" APA RATED SHEATHING, NAILED wl 8d COMMON WIRE 0 6" O.C. EDGE AND 6" O.C. FIELD, PROVIDE 2x4 BLOCKING BRICK LINTEL SCHEDULE AND SIMPSON MSTC66 AT ALL JOINTS. AT WALLS NTH STUCCO FINISH, PANELS SHALL BE ORIENTED LOG DIRECTION PERPENDICULAR TO WALL STUDS. MISC. BRICK SPECIFICATIONS CONNECTOR, PER ON TOP OF TRUSS CONNECTOR A MINIMUM 2-PLY TABLE ABOVE. AND DOWN OUTSIDE FLOOR - 23/32" APA RATED STURD-1-FLOOR SHEATHING, GLUE AND NAIL WITH 10d COMMON 0 6" O.C. EDGE FIELD LIN TEL MIN. MAX. DOUBLE TOP PLATE TO WALL STUD. LVL OR TRUSS FACE OF POST. 5/e"O ROD, EA. END DIMENSION BRG. SPAN SYP#2 DOUBLE OF HEADER. PROVIDE PORCH GYPSUM (WATER PROOF) GREEN BOARD, wl 5d COOLER NAILS @ 6" O.C. EDGE AND FIELD HEADER, SEE SCHEDULE. ot TOP PLATE L3'/2 x3/2 x/4 4 IN. 6 FT. 0 --4- V, (2) RODS IF DOUBLE it (OR GREATER) CDX PLYWOOD, wl 6d COMMON NAILS 0 6" O.C. EDGE AND FIELD 4 -V CONNECTOR _B (2)SIMPSON HTS20 IS SPECIFIED ON PLAN. 7 to 2nd LVL WALL STUDS TO_j ATTACH (1)HTS20 - :1 1 &1 0< I - /16" OSB, w/ 8d COMMON WIRE NAILS 0 6" O.C. EDGE AND FIELD. L4x3/2 X V4 6 IN. 8 FT. 1 st LVL WALL STUDS OR ZSIMPSON H3 AT SAME CQNNECI_QR__D T TRIM OVERHANG (AVOID NAILING PROVIDE 1-MSTA24 HARDIPANEL SHEATHING:- WHERE HARDIPANEL SHOWN USE 5/16" HARDIPANEL SHEATHING FASTENED NTH 6d NAILS 0 6" O.C. EDGES FRAMING CONNECTOR SPACING AS CONNECTOR A HEADER TO JACK STUD FROM TRUSS/LVL TO A307 THREADED DRILL FOR PLACEMENT FROM OPP. SIDE) FASTENED EA. JACK If-, N If POST/BEAM TO POST. OF STRAPS & FIELD. WHEN SW-3 IS NOTED FASTEN WITH 8dx2/2 GALV. COMMON WIRE. IF SW-1 IS SHOWN. PROVIDE WOOD PANEL SHEATHING L5x3/2 to x/4 6 IN. 10 FT. AND EPDXY, 12" EMBED to STUD TO HEADER. AS INDICATED ABOVE BENEATH HARDIPANEL APPLICATION AND PROVIDE HORIZONTAL BLOCKING AT 480" MAX ROUGH OPENING SEE ARCH. INTO 110 MONO, SLAB FTG. 0 ROD EA. L6x3'/2 Y/4 6 IN. 12 FT. KING STUDS AT OPENINGS LESS THAN 4* 1/210 ROD (23/4 MIN. EDGE DISTANCE) SIDE OF TRUSS EXTERIOR AND INTERIOR SHEARWALL SPECIFICATION& SHEATH PER WOOD PANEL SHEATHING SCHEDULE BELOW, NTH 2x BLOCKING AT to !CONNECTOR JACK STUDS PROVIDE SPH4/6 AND ANCHOR BUILT-UP POST, 15/8 it 0 ROD @ 8At 8B AND 8C WHEN DOUBLE IS SPECIFIED ON PLAN, ALL PANEL JOINTS. EXAMINE ALL -SECTIONS AND DETAILS FOR SPECIAL NAILING AND BLOCKING CONDITIONS. L7x3/2 X/4 6 IN. 16 FT. BOLT OR ROD ANCHOR WITHIN 7/ of KING STUD TO FOUNDATION. 6 to UNLESS SHEARWALL ANCHOR SEE PLAN FOR ATTACHMENT pp 8 0 ROD @ 8D PROVIDE THIS CONNECTOR ASSEMBLY WOQD PANEL SHEATHING- SW-# INDICATES WOOD PANEL SHE It AT FOUNDATION 10 ROD @ 8E & 8F ON BOTH SIDES OF LVL/TRUSS. _ARWALL. PROVIDE NAILING AND ANCHORING AT EACH END OF 1. STEEL LINTELS TO BE MIN. 36" LINTEL MUST HAVE IS PRESENT. SHEARWALL PER SCHEDULE BELOW QR AS INDICATED ON PLAN. PROVIDE DOUBLE STUDS AT ENDS OF SHEARWALLS. (KING STUDS AT CORROSION RESISTANT COATING OF EPDXY BASED PAINT. , ANCHOR SECOND STORY END STUDS TO FIRST FLOOR WALL HEADER MAY SERVE AS DOUBLE STUD). IF CONVENTIONALLY STRAPPED, TYPICAL LOW HEEL TRUSS HEADER FRAMING w/ (3) CS16 OR AS INDICATED ON PLAN. 2. LINTEL MORE THAN 8'. SHOULD BE LATERALLY r CONNECTION CONNECTION CONNECTION LABEL- NAILING & END ANCHORAGE- QF SHEARWALLS to to SUPPORTED NOT TO EXCEED 6 FT. 0,C. w/1-'/4x3" WD, CONNECTOR& \-SEE 18/S2.1 FOR DETAILS 8A.8B,8.C,8_D 8E 8F DETAIL 8G DETAIL 8H. Swl: NAILING- 8d COMMON WIRE NAILS 0 3" O.C. EDGE & 6" O.C. FIELD ANCHOR- gil. 0 ROD QR (2)'/2 0 RODS SCREWS INTO HEADER PROVIDE A '/," VERT. SLOTTED SILL ATTACHMENT. SW2: USE SW1 NAILING, EXCEPT SHEATH BOTH SIDES OF STUDS ANCHOR- w/ (2) 5/a to 0 RODS HOLE FOR SCREW. 1 st LVL WALL STUD SW3: NAILING- 8d COMMON WIRE NAILS 0 6" O.C. EDGE & 6" O.C. FIELD ANCHOR- w/ 1/2"0 ROD 3. BRICK VENEER SIDING: HORIZONTAL TIES 0 24"' O.C., TO SILL PLATE 7 TYPICAL OPENING DETAIL AND of VERT. TIES 0 16" O.C.. PROVIDE -'/16"0 WEEP HOLES CONVENTIONAL STRAPPING SCHEDULE VMEN 8 1.,GH UIPLIFT TRUSS OR BEAM CONNECTIONS, ANCHORING SYSTEM: THE THREADED ROD ANCHORING SYSTEM SHALL CONSIST OF 1/2 0 A307 THREADED RODS, ORIENTED VERTICALLY NOTED AND ATTACHED TO THE FOUNDATION AND TO THE UPPERMOST PLATE AT THE LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE 0 33" O.C. IMMEDIATELY ABOVE FLASHING. S2.0 SSP MAY BE USED IN LIEU OF SPH4/6 HOWEVER SPACING SHALL BE REDUCED BY HALF. S2.0 to TOP PLATE, PROVIDE A 3 x 3"xl/4 t' THICK STEEL WASHER. FASTEN WITH A NUT AND ALLOW AT LEAST 3 THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.)THIS SYSTEM ELIMINATES THE CONVENTIONAL STRAPPING REQUIREMENTS OF WOOD FRAMED CONSTRUCTION (I.E. STUD-TO-PLATE TIES. BOTTOM PLATE TO FOUNDATION TIES, FLOOR-TO-FLOOR STRAPS, AND HEADER TO JACK STUD STRAPS) FASTENING SCHEDULE UNLESS OTHERWISE NOTED IN THESE DOCUMENTS. FOR WOOD MEMBERS TRUSSES.PARALLEL TO WALL: (U.O.N. ON PLAN) 2x6 SYP#2 NAILER FASTENED TO ROD INSTALLATION:- AT ALL PLATE PENETRATIONS, PROVIDE A HOLE. IN THE PLATE 14" LARGER THAN THE DIAMETER OF THE DBL. TOP PLATE w/1 Od 0 3" O.C. THREADED ROD USED. WHILE SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLERS (SIMPSON CNW OR EQUAL) MAY BE USED IN CONN. 8d COMMON CASES WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE ROD SHALL BE INSTALLED APPROXIMATELY CENTERED IN HOLE. RODS MAY MEMBERS TYPE CONN. TRUSSES PERPEN.DIQULA'R TO -WALL: CONVENTIONAL ROOF FRAMING 5CHEDULE NAILS @ 3" O.C.(TYP) 2x12 SYP#2 LEDGER, FASTEN TO ROOF FRAMING BE SLANTED FROM TRUE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO AVOID CONFLICTS NTH FLOOR AND WALL FRAMING. 2x6 SYP#2 BLOCKING BETWEEN EA. THE NUT ABOVE THE UPPERMOST PLATE SHALL BE SECURED OVER THE WASHER TO A SNUG-TIGHT CONDITION PLUS ONE-HALF TURN JOIST TO SILL OR GIRDER TOE NAIL 2-16d TRUSS. FASTEN TO DBL. TOP PLATE ASPHALT SHINGLE CONCRETE TILE BELOW w/ 4-12d NAILS AT EACH OF A STANDARD WRENCH (APPROXIMATELY 25 FT.-LBS. OF TORQUE). UPLIFT CONNECTOR 0 ROOF SHEATHING, SEE RAFTER INTERSECTION. .0 0 W/1 Od 0 4" O.C. ROOF RAFTER MAXIMUM SPAN MAXIMUM SPAN I DESIGN SPECS. EPDXY ANCHORING:-- ALL THREADED RODS SHALL BE DRILLED & EPDXY ANCHORED. PROVIDE A MINIMUM EDGE DISTANCE (MEASURED BRIDGING TO JOIST TOE NAIL 2-8d E.E. (SYP #2) 024" O.C. 016" O.C. 024" O.C. 016 st 0.C. DBL. TOP PLATE PRE-ENG TRUSS OVERFRAME RAFTERS, FROM CENTERLINE OF ROD TO EDGE OF SLAB) OF 2"' FOR 2x4 FRAMING AND 3" IN 2x6 FRAMING. PROVIDE 6" EMBEDMENT FOR SOLE PLATE TO JOIST/BLOCKING FACE NAIL 16d* 16 of 0.C. 2 X 6 9 1-6" 11'-6 01 8 1-611 91-91) (1) H3 DR 4-12d TOE NAIL (1) A35 QR 4-12d TOE NAIL SEE PLAN. MONOLITHIC CONCRETE AND 12" EMBEDMENT FOR STEMWALL AND CMU AND ICF INSTALLATIONS. m 2 x 8 13t-ott 15 9-0" 11 6" 13 1_099 (2) H3 DR, 8-12d TOE NAIL (2) A�5 _QR 8-12d Ta- 64AIL TOP OR SOLE PLATE TO STUD FACE NAIL 2-16d GENE[3AL UPLIET REQUIREMENTS:I AT WALLS INSTALL 1/t*O A307 THREADED ROD ANCHORS PER DETAILS 1 & 2/S2.0 WITH A MAX 2 x 10 161-6t' 19 f-011 1 3-9" 17 9_019 (1) MTS12 (2) A35 SIMPSON H2.5 w/10-8d COMMON SPACING OF 6#-8" O.C.p AT EXTERIOR WALLS & 4 0-0" O.C. AT INTERIOR BEARING WALLS, AND AT ALL CORNERS AND WALL I I NAILS FROM RAFTER TO LEDGER MEN USE DETAIL ONLY I- INTERSECTIONS. ALSO, LOCATE AT SPECIAL ANCHOR LOCATIONS INDICATED ON PLAN. INTERIOR PARTITION WALLS AND INTERIOR STUD TO SOLE PLATE TOE N Al L 3-16d 2 x 12 19 V-09p 23 11-0 of 16*-3 of 19 0_9" (2) MTS12 (2) A35 PROVIDE 2x4 SPF#2 BLOCKING 0 SPECIFIED ON PLAI'. BEARING WALLS WITH NO ROOF UPLIFT DO NOT REQUIRE ANCHORS. ANCHORS AT ENDS OF SHEARWALLS MAY VARY, SEE SHEARWALL SIMPSON H2.5 w/ 10-8d NAJLS SPECIFICATIONS ABOVE AND PLAN FOR LOCATION. AS AN ALTERNATE THE CONTRACTOR MAY INSTALL CONVENTIONAL STRAPPING DOUBLE STUDS FACE NAIL 16dO 12" O.C. w FROM LEDGER TO ROOF MEMIBER. ------- mwsol PER 7/S2.0 FOR INTERIOR/EXTERIOR ROOF BEARING WALLS IN LIEU OF THE ANCHORING SYSTEM. 7/ NOTE: TOP PLATE, LAPS/INTERSECTION FACE NAIL 2-16,d 16 OSB OR %Pt CDX USE THIS SCHEDULE FOR ALL ROOFS NOT FRAMED BY PRE-ENGINEERED WOOD ROOF TRUSSES. AT USE THIS DETAIL TO SILL PLATE CONN ALL EXTERIOR WALLS & INTERIOR SHEARWALLS, PROMDE '/,'*x6" Ig THREADED ROD ANCHORS wl 2x2xl/4"0 PLYWOOD FASTENED TO CONVENTIONAL FRAMING LOCATED OVER OTHER ROOF FRAMING, SEE LEDGER BOARD DETAIL BELOW FOR FASTEN OVERFRAMED ROOF MEMBER, ALT. TO BOTH -H2.5 ABOVE -DATE OR 1112 it X1 V2 to,x1/8"0 PLATE WASHER DRILLED & EPDXIED 0 40" OC BETWEEN ANCHOR RODS INCLUDING BENEATH WINDOW SILLS. CONT. HEADER, TWO PIECES FACE NAIL 16dOl 6" O.C. TRUSS OR CEILING JOIST AD LAN. ATTACHMENT OF OVERFRAMED RAFTERS TO MAIN RAFTERS. WHEN USING TWO H3 CLIPS ON 11/2" WIDE ROOFS, VALLEYS, ETC.1 SEE PLAN. PRODIDE MTS12 OR CS16 eo. EDGE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA, OTHER. WHEN USING TWO A35 CLIPS I DIRECTLY BETWEEN OVERFRAMING 11 -03.05 1 ROOF AND (MUNG FRAMING: REFER TO TRUSS SHOP DRAWINGS FOR TRUSS PROFILES. PROVIDE SOLID BLOCKING AT SHEATHING WALL FRAMING w/8d 0 YO.C. EDGE ON 11/2" WIDE LUMBER, STAGGER CLIPS VERTICALLY TO AVOID N p AILING INTERFERENCE. RAfTERS SHALL BE PROVIDE SOLID SPF#2 BLOCKING RAFTER & ROOF MEMBER. JOINTS IN THE FIRST TWO RAFTER OR TRUSS SPACES FROM GABLE END. ROOF SHEATHING SHALL BE ATTACHED TO BLOCKING WITH CEILING JOIST TO PLATE TOE NAIL 2-16d PER 11/S2.1. AND 12"O.C. FIELD STRAPPED TO NEAREST MAIN ROOF RAFTER. AT PANEL JOINTS ADJACENT TO DESIGN/DRAWN PANEL-END NAILING REQUIREMENTS. ALL CONVENTIONAL FRAMING SHALL BE SYP#2. TIE IN OF OVERFRAME RAFTERS LAP/MRG CONT. HEADER TO STUD TOE N Al L 3-16d P.T. POST OR BOX TO TRUSS FRAMING. CHECKED MEANS AND MMOD& THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, FRAMED COLUMN, METHODS, TECHNIQUESs PROCEDURESt OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS CEILING JOIST TO ROOF RAFTER FACE NAIL 8-12d SEE PLAN. LAP DOCUMENTS. PORCH ROOF '*DGER/OVERFRAME RAFTERS SHEE-T PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT RAFTER PLATE TOE NAIL 4-16d TRUSS CONNECTION WHEN 10 CONVENTIONAL RO()F SCHED, LE LE, LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBIL111ES: THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER OTED SK- BUILT-UP CORNER STUDS FACE NAIL 16dO 12" O.C. S2.0 S2.0 ARE LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. PON GI(R 0 X� MA UPLIFT CONNECTION PER SCHEDULE. WALL STUD 71 2x- SYP#2 CONT. ATTACH TO DBL. (1) SIMPSON A34 115" OSB DIAPHRAGM ROD, NUT AND 2x8 SYP#2 CLIP EA. RAFTER. FASTEN TO NAILER w/ TOP PLATE AND TRUSS w/ 10d SYP#2 2x4 NAILER WASHER PER too.C. FASTENED TO TR RIDGE BEAM 0 3" O.C. EDGE OF 2x- MAY NOTES HEADER, PER FLOOR DECK. FLOOR DECK. (1) ROW 1 Od @ 4 ATTACH SW SHEATHING TO BOT. CHORD w/(2) 4" 0 1 Od@) 4" O.C.-\ ADJACENT TRUSS. BLOCK ALL OVERHANG DBL. TOP PLATE. WOOD ROOF TRUSS.- 1) 0.C. HEADER SCHED. OPENING, 00 00 1 FASTEN TO TOP PLATE 'w/ PANEL EDGES. NAILING TO WOOD ROOF ROWS 1 Od 0 3' OSB DIA. FASTEN TO 2!� 2 ROWS OF 1 Od 4 O.C. FASTENED ro SH:ATHING 1/16 MATCH SHEARWALL. TRUSS. ATTACH SW SHEATHING to 4-16d TOE NAILS--' 6-12d OMMON AT EA. 2x4 SYP#2 CATS AT 12 4" O.C. 2x4 NAILER w/ BLOCK ALL PANEL EACH RAFTER TO END OF CEILING JOIST 0 WOODROOF SHEATHING FASTENED 0.C. FA MAX. 16 TOP PLATE (1) ROW 1 Od 0 4" 0.C, STENED TO TOP EDGES. NAILING TO I _I I GIRT & FASTENE RS TO ROOF RAFTER (TYP)%,.. TR U SS. PLATE w/(4)12d COMMON. TO TOP PLATE w/ PER 18/ j-+--1- MAX. MATCH SHEARWALL. 10d 0 3 0.C. KING AND JACK S2 1. ROOF TRUSS SYP#2 LEDGER ATTACH TO (TYPICAL) I ry STUDS PER EA 0 Lou Pontigo and FLOOR FRAMING HEADER I-STUDS @ 16" O.C. w/12d >< SYP#2 2x4 NAILER FASTEN TOP PLATES SYP#2 2x4 NAILER FASTENED FASTEN CAT FASTEN TOP PLATES SCHEDULE BELOW. INTERIOR SHEARWALL. -1fl FASTENED TO TRUSS TO TRUSS BOT. CHORD w/(2) TOGETHER w/2 ROWS--A SCHEDULE COMMON WIRE NAILS PER 2x6 SYP#2 CEILING JOIST w/ 411 1 BOT. CHORD wA2) \-TOGETHER w/ 2 ROWS ROWS 10d @4" O.C. \-EACH END w/ OF (4)10d BETWEEN Assoc'lates, Ince VERTICAL 8-12d NAILS EACH END, V 14,11 ROWS 10d 0 4" O.C. OF (4)10d BETWEEN (3)1 Od COMMON EACH STUD. 496 Osceola Avenue REACTION LEDGER SIZE & NAILING _/4L EACH STUD. 7 SHEARWALL OR TOE NAILS Jax. Beach,,Florida 32250 / PP OSB (ON ONE SIDE) -BLOCKING 2x SPF DIAGONAL 0-775 2x6 w/(5) NAILS 0 EACH STUD (1) SIMPSON H3 16 IF SHEARWALL IS ALIGNED DIRECTLY SHEARWALL SHEARWALL EXTERIOR WALL BLOCKING FASTENED CLIP EA. JOIST. WALL STUDS AND PANEL BETWEEN FLOOR TRUSSES Ph.242-0908 Fax.241-9557 SHEARWALL WA2) 12d E.E. 776-1250 2x8 w/(8) NAILS @ EACH STUD SHEATHING CONV. (2x4 SPF ALL AROUND). ATTACH BENEATH FLOOR TRUSS, OMIT HORIZ. CA# 8344 1251-1540 2x10 w/(10) NAILS 0 EACH STUD OSB & EXTEND WALL SHEATHING TO TOP 1540-1850 2xl2 w/(12) NAILS 0 EACH STUD STRAP PER 7/S2.0 TO DOUBLE TOP PLATE w/5-16d FLANGE OF FLOOR TRUSS. ALTERNATE D CONTACT US AT: NAILS BETWEEN EA. FLOOR TRUSS. ALTERNATE A ALTERNATE B ALTERNATE C ROUGH OPN'G, SEE ARCH. ANCHOR WALLS TO FRAMING w/SIMPSON MTS30 0 32" USE THIS DETAIL AT EXTERIOR USE THIS DETAIL WHERE COMMENTSOLP-A.COM LEDGER NOTES: O.C. WHEN OVERFRAMING FALSE DORMER OVER ROOF WALLS THAT TERMINATE SHEARWALL RUNS PARALLEL WHERE A LEDGER IS INDICATED ON PLAN AND NO TRUSSES PROVIDE 2x4 BLOCKING 13ETWEEN TRUSSES@' PERPENDICULAR PARALLEL BETWEEN ROOF TRUSSES. TO THE TRUSSES. NOTE- TRIM WALL SHEATHING TO MATCH TRUSSES BEAR AT THAT LOCATION, THE LEDGER 160' O.C. FASTEN BLOCKING EACH END w/ SIMPSON A34. ANY ALTERNATE MAY BE IS BEING USED TO ATTACH THE ADJACENT ROOF TO ---FLOOR, FRAMING TO FLOOR FRAMING USED AT ANY SW, EXCEPT RADIUS WINDOW FRAME BY 1/2 DECK. USE A 2x6 LEDGER PER SCHEDULE ABOVE. AT SW-2. AT SW-2, USE ATTACH ROOF DECK PER GENERAL NOTES. ALTERNATE A AND A, P"D N T fj' t-, L REDUCE TYPICAL 4" NAIL SPACING TO 2" O.C. 2 LEDGER CONNECTION 5 SHEARWALL FRAMING AT ROOF RADIUS WINDOW FRAMING MEN MEN 3 DORMER ROOF FRAMING r4 SHEARWALL FRAMING AT FLOOR 0 OTED S2.1 S2.1 S2.1 S2.1 S2.1 fn �w I PP GREATER THAN 3 6 SHEATHING WALL SPH4/6 0 32 of 0.C. NO PA51 REQUIRED. ABOVE ADJ. ROOF VW� 1,0-ONLY WHEiN QR UP TO HIGH DBL. SIGNATURE IS IN BLUE INK SIMPSON MSTA24 FLAT TOP PLATE. AND RAISED SEAL (2)SIMPSON MSTA24 A.- DBL. TOP PLATE. SSP @ 24 O.C. STRAP AT EA. SUPPORT SPH4/6 @ 32" O.C. STRAPS FROM GARAGE-,. DBL. TOP PLATE. QR 8d COMMON DOOR HEADER TO JACKS STUD. (TYP) 9, 0.C. WIRE N AILS JACK STUDS. V2 0 ROD, UNLESS rSSP10 24 1 TO BLOCKING REVISIONS BY SHEARWALL SPEC. 1/ so 0 ROD, UNLESS 03 to 0.C. REQUIRES GREATER. 2x6 SYP#2 RIPPED TO SHEARWALL SPEC. T-YP-I C A L G61RAGE HEADER/jACK CONNECTION REQUIRES GREATER. THICKENED SLAB 4 L GARAGE HEADE EDGE 0 GARAGE SHEATHING WALL DOWN 6RAGE HEADER, V DEEP EACH SIDE OPENING. TO INTERSECTION OF to STUD WALL FRAMING PORCH FRAMING, SEE PLAN. ADD SIMPSON PA51 STRAP WHEN SIMPSON PA51 STRAP ANCHOR 7V4 FLOOR FRAMING. -GARAGE WING WALL < 39-60t SEE 6 S2.1 FOR VARIOUS W/2x SOLID BLOCKING 2x4 BLOCKING FLOOR DECK. 8d COMMON WIRE AT SHEATHING EDGE BETWEEN EA. TRUSS. WATER PROOFING, SEE ARCH. INSTALLATION OPTIONS. /111 EMBEDDED IN CONC. FILLED t (1)5/ ATTACH AT EACH WAL Uj U a ROD AT 2x8 SYP#2 TO LEDGER 0 3" O.C. (3)2x STUD CORNER STEM WALL. FASTEN TO KINGS CENTER OF WALL ALTERNATE RETROFIT FOR PA51 STRAPS EACH SIDE I /1� -STUD wl 3-16 NAILS V)w SLOPE, FLOOR DECK. w/ 18-16d NAILS. SEGMENT 2-MSTAM24 FLAT STRAPS EACH SIDE -r"d-�-A A A-- I La AT EACH FRAMING SEE ARCH. FLOOR TRUSS 33/4 of TO 5 1/40P OF STEMWALL TO JACK STUDS. FASTEN ROOF INTERSECTION. OR JOIST. CONT. 2x RIM BOARD P.T. SILL PLATE I21-CAL GARAQE IMNG-WALL >- X.-C TO STEMWALL w/ (5) 3/16" TITAN TRUSS OR (MIN. 6-16d BETWEEN (TYPICAL) 'kill ALTERNATE RETROFIT FOR PA51 STRAPS MASONRY SCREWS AND TO STUDS w/ JOIST EACH TRUSS) 2-MSTAM24 FLAT STRAPS EACH SIDE 9-10d COMMON WIRE NAILS. 12d @ 4" O.C. VERT A -L (STAG. wl NAILING SIMPSOIN H3 CLIP OF STEMWALL TO JACK STUDS. FASTEN SIMPSON PA51 STRAP ROOF TRUSSES PERPENDICULAR EA. RAFTER. TO STEMWALL w/ (5) 3/16" TITAN EMBEDDED IN GARAGE FROM OPP. SIDE) CONTINUOUS 2x6 SYP#2 MASONRY SCREWS AND TO STUDS w/ THICKENED SLABEDGE. LEDGER, SEE LEDGER DETAIL B 2xl2 SYP#2 LEDGER ----a SHEATHING. 19-10d COMMON WIRE NAILS. FASTEN TO KINGS w/ NOTES 2/S2.1 CONT. w/10-12d COMMON HEADER, SEE PLAN. -T to A I T 16 MIN, EMBED. 18-16d NAILS. WIRE NAILS 0 16 O.C. THICKENED SLAB THICKENED SLAB L THICKENED SLAB PROVIDE ABU88 HOLD ROOF TRUSSES PARALLEL SIMPSON LUS28 JOIST HANGER OF PA51 IN CONC. Z-4,H-LL1 L FILLED STEMWALL. EDGE @ GARAGE THICKENED SLAB EDG� @ GARAGE EDGE @ GARAGE DOWN AT BASE, U.O.N. wl 6-10d TO HEADER AND 4-10d �41 EDGE 0 GARAGE OPENING. OPENING. DETAIL A TO JOIST. OPENING. V2 0 ROD, UNLESS OPENING. !QARAQE ANG-W&L < 31-6" ALT, A SHEARWALL SPEC. REQUIRES GREATER. B1U1LT�EEEEEEEEiEEEU MEN 6 GARAGE WING WALL ELEVATION MEN GARAGE CENTER WALL ELEVA110N MEN 8 OLUMN POST 9 WALL ADJ. TO ROOF FRAMIN G MEN io TYPICAL PORCH FRAMING OTED S2.1 STEMWALL SHOWN, MONOLITHIC SLAB FOOTING SIMILAR. 0 S2.1 STEMWALL SHOWN, MONOLITHIC SLAB FOOTING SIMILAR. OTED S2.1 TWO STORY 01 S2.1 SEE CONSTRUCTION SPECIFICATIONS FOR ROOF'AND 0 S2.1 WALL SHEATHING AND STUD FRAMING. GARAGE )MNG-WALL :9 3-6" ALT. B 2x SPF BLOCKING 4-16d EA. SIDE IF UPPER PLATE BREAK OPTION(D) IS USEDo AT BREAKS IN UPPER PLATE OF DOUBLE TOP < PLATE, RIPPED TO FIT TRUSSES ON BOTH SIDES OF BREAK SHALL -THE FOLLOWING OPTIONS ARE ACCEPTABLE: WITH GAP SHOWN BE STRAPPED WITH A MINIMUM OF ONE H8. INSTALL SIMPSON LPT4 CENTERED ON BREAK CENTER ROD ON JOINT IN UPPER PLATE THREADED ROD, PER SPACING.- PROVIDE ROD WITHIN 12"' OF JOINT EA. SIDE. CONVENTIONAL ROOF FRAMING, UPPER PLATE BREAKS D OMIT ABOVE REQUIREMENTS, IF NO ROOF TRUSS SEE ROOF FRAMING PLAN OR 61 4' SPLICt. MIN. (TYP) o " MAX. ROOF SHEATHING PER -0 0 IS LOCATED WITHIN 12"' OF BREAK ON EITHER SIDE. k SHEATHING MAY SCHEDULE 10/S2.0. STRAP FROM 2ND A CONSTRUCTION SPECS. TERMINATE AT TOP FASTEN ROOF TRUSS AT EDGE 2x4 SYP#2 DIA. & HORIZ. STRAP FROM 2ND FLOOR FLOOR STUDS TO PRE-ENGINEERED WOOD OF DBL. TOP PLATE. BRACING 0 24" O.C. STUDS TO 1 ST FLOOR 1 ST FLOOR S7UDS OF HIGH SIDE OF WALL WITH CEILING JOISTS PER TABLE DBL. TOP PLATE NAIL UPLIFT CONN. LONG ENOUGH ROOF TRUSSES. BETWEEN OUTER WALL STUDS SEE UPLIFT CONN. SEE UPLIFT CONN. DBL. TOP PLATE NAIL TRUSSES WITH BELOW w/ 8-12d COMMON UPLIFT CONNECTOR, PER W/10d x 3" 0 8" O.C. TO ENGAGE STUDS. ALIGN STUD UNDER WIRE NAILS EA. "END INTO FIRST INTERIOR TRUSS. SCHED. OMIT @ THREADED SCHED. OMIT 0 w/10d x 3 0 8to O.C. CLIP, PER UPLIFT HEEL < 1 SCHEDULE 10/S2.0 AND STAGGARD. (TYP) 6"' MAX LOWER TOP PLATE. CONNECTOR SCHED. RAFTERS. (TYPICAL) 2-12d TOENAILS EACH TOE NAIL EACH END ROD ANCHOR SYSTEM THREADED ROD STAGGARD. (TYP) W/4-12d NAILS (TYP) ANCHOR SYSTEM it ------ SEE LEFT SIDE OF RAFTER. - ------ --------- JLJ FOR INFO. IF HIGH SIDE OF WALL IS NOT SHOWN INDICATED AS A SHEARWALL, DRYWALL CEILING AND INSTALL DBL. 2x BLOCKING STUDS FASTENED w/ AT PART. ENCLOSED CONT. RIBBON IN FIRST TWO STUDS SPACES DBL. TOP 1 Od x 3" @ 6" O.C. BUILDINGS, BOTTOM H I I I I A I 1 411 1 1 1 CEILING JOIST BOARD (TYP) CHORD BRACING PER PLATE SYP#2, FLOOR 99 to STAGGARD. (TYP) INSTALL AN ADDITIONAL MATCH STUD WIDTH. FRAMING SCHEDULE FASTEN (2)MSTA36 AT INSIDE V2 0 ROD, UNLESS SHEARWALL TRUSS ENGINEERING. TRUSSES FACE OF SHEARWALL OR BEND THREADED ROD AS SHOWN. SPEC. REQUIRES GREATER. MAXIMUM SPAN MAX (SJOIST WALL FRAMING OR JOIST. AROUND ENDS AT NON-SHEARWALL. CLIP FROM DBL. TOP THREADED ROD OR :>< NON-STRUCTURAL, YP #2) 024" O.C, 0161, O.C. FLOOR TRUSSES_/ PLATE HEIGHT CHANGE TOP PLATE BREAKS SOFFIT SEE ARCH. PER 7/S2.0. OMIT WHEN USING CEILING LINE OR JOIST. PLATE TO STUD, SEE $-qlf 0-900 CONVENTIONAL 2 x 6 11 12 UPLIFT CONNECTOR 41 STRAPPING. EXTEND SHEATHING 1-01* 0-010 IF NO THREADED ROD Q�R ANCHOR Pp 0 ROD, UNLESS SCHEDULE, QB VERTICALLY TO TOP 2 x 8 15 17 41 WALL FRAMING WALL FRAMING BOLT is IS LOCATED AS SHOWN PROVIDE 2x STUD WALL FASTEN V2 OMIT AT THREADED OF TRUSS AS SHOWN. 2 x 10 19'-0" 21 P-60p BUTT JOINT A 1/2 0 THREADED ROD ANCHOR BOLT TO BLOCKING w/ SHEARWALL SPEC. SYP #2, MATCH 2 x 12 23 t-3 to 26#-3lt A I I REQUIRES GREATER. ROD SYSTEM. DBL. TOP PLATE PROVIDE 2x4 BLOCKING PER 7/S2.0. PER 7/S2.0. W/ 1 V2" PLATE WASH ER. t 4-10W" NAILS. STUD WIDTH. 141- AT HORIZONTAL JOINTS. ATTIC DESIGN CRITERIA: BLOCKING OR SOLID,, w ,TRUSSES- WITH 10 PSF DL-,- 15 PSF LL PT. SYP#2 $-OPP PROVIDE AT A DISTANCE OF NO LESS MIN. OF 3-12" BLOCKS. $.OPP to HEEL > 1 SILL PLATE THAN 6 AND NO MORE THAN 12" FROM NOTE: ONLY ONE ROD IS MAX. MIN. ALL BUTT JOINTS IN THE, SILL PLATE. REQ'D AT TYP. CORNERS, rl 4 ROOF AND WALL FRAMING 12 CONVEN11ONAL RAFTER 1�3 FLOOR TRUSS WALL FRAMING SILL PLATE BREAKS STANDARD WALL FRAMING DETAIL CORNERS 0 S2.1 S2.1 FOR INFORMATION NOT S2.1 S2.1 SHOWN, SEE 11/S2.1. 2x4 SYP#2 DBL. TOP PLATE FASTEN (2)2x4 EXT. STUDS TO ROD, NUT HEADER BELOW w/ SIMPSON DET 2x SPF RIPPED TO FIT & WASHER HEADER, PER OPE ING (2)CS20 STRAPS (9)8d NAILS ARCH. DEPTH REQ'D. SHEATHING PER NOTES HEADER SCHED. 30 PLATE SHEATHING, PER SW-1 EACH END. (TYP. EA. END) CON T. AT 2x4 SPF#2 STUDS LTP4 MAY BE w/ WASHER. PROVIDE NOTCHED AND FITTED (2)2x8 -------- SPECIFICATIONS. GIRT/VERT END to AT 16" O.C. (TYP) OMITTED IF JACK I<' W k� V)of JOINT. FASTENER 1/2 0 RODS 48" 0.C. SYP#2 w/ PLYWOOD OR OSB SPACER TO INSTALLED UNDER (2)2x8 SYP#2 2x4 SYP#2 SCAB V < MIN. OF TWO ON EA. FACE SUPPORT HANGING WALL @ 48" O.C. MAX. FASTEN (2)2x4 EXT. STUDS TO BOX BEAM. OF GLASS AND MIN. (1) V2 0 THREADED ROD w/ 3x3 ALIGN WITH HANGING WALL WHEN TRUSS w/ SPACER. BELOW BOTTOM V #I WASHER TOP & 1'/, 0 WASHER PLATE FACE-NAIL TO- RATED SHEATHING TO RUN HEADER BELOW w/ SIMPSON LTP4* ON INSIDE FACE w/6-12d KING & JACK WITHIN 8" OF MITER. PERPENDICULAR TO WALL, '/2" ROD (2)CS20 STRAPS (9)8d NAILS INNS f BOT. RECESSED IN LOWER PLATE. TRUSS TOP CHORD CONTINUOUSLY TO INSIDE TOE NAILS TOP & BOT. STUDS PER wt i DETAIL A-A W/1 2d NAILS 0 3 FACE OF CHIMNEY FRAMING. EACH END. (TYP. EA. END FASTEN MULTI-PLY HEADER SCHED, 0P110N A: BOX BEAM BETWEEN DROPPED HEAD (2)12d TOE O.C. (TYP EA. SIDE) (TYP) STUD, PER 5/S2.0. 2X6 OR 2x8 T& AND/ R SILL NAILS E.E. A-A (BOTH ENDS)TYP. WINDOWS IN TWO STORY FRAMIN TO M ATCH WALL PLATES SEE HI�KNESS w/ (MIN) STANDARD ROOF TRUSS-/ 90- Q11 45- 98 22.5# o t 2-A35 AND SCHEDULE OR JOIST. I' I I I 12d 0 801, O.C. STUD COFNER CORNER OF GLASS 2-SIMPSON MSTA24 MAIN 6-12d TOE POST. ROOF TRUSS, k%j 0 1� I ROUGH OPN`G, SEE ARCH. (2)H3 EA END STRAP TIE BENT AT ------- AND WALL. HOUSE NAILS T DET �TYP) CORNERS w/22-10d BY OTHER. oP7 EXTERIOR AND BO B 12d COMMON NAILS, USE /-WALL SHEATHING (2)2x6 HDR. AT WALL. 8 MAX. V 2x SPF RIPPED HEAD & SILL FRAMING IN 1 st 1-SIMPSON 8 0 1 V/4" FRAMING, ROD. 6 0 ELEVATI N SHEATHING, ELEV. OF TOP TO F1 T ARCH. A35 TOP AND TO 1st 7/4" FRAMING, (3)2x SYP#2 FLAT WISE ''I -- k - PER SW-1 PLATE' FASTEN TO DEPTH REQ'D. OR 2nd FLOOR OF SINGLE STORY WALL BOTTOM w/ 16 4 0 5V2 of AND HEADER PLATES. LAP WHEN USE DETAIL ONLY V V SPECS. STUDS w/SIMPSON X,J/ it 6 12-8d' 2 MAX- INTERSECTING PLATES. 40TE SPECIFIED ON PLAI HUC26-2 HANGER 'r 3V " FRAMING, ------ 0 SHEATHING lu IST 90- 00 45- 2 SEE 5/S2.0 FOR NAILING NAIL CORNER w/ (TYP. EACH END) w MITERED GYP. OF BUILT UP MEMBERS. 12d IN EACH PLY I EE: < CON T. AT HEAD AND SILL FRAMING & FASTENING SCHEDULE ROD. 22.5" 1 w GIRT/VERT N 4 2X4 SYP#2 U-1 JOINT. ROUGH MIN. HEAD OR MINIMUM GLAS 3 & WALL MITERED GLASS, SEE SECTION 8 FOR FRAMING, 7 0 7 STUDS AT V) OPENING SILL PLATES FASTENER E.E. DESIGN & ATTACHMENT STRAPPING REQUIRED V4 DATE 2x4 SYP#2 SCAB (2)2x4 SYP#2 BLOCKING BELOW 161" O.C. e% 4$-4" (1)2x4 SPF #2 ELEVATION BY OTHER. ALONG OUTSIDE� CORNER FRAMING, 5 0 5/2 11.03.05 BELOW BOTTOM I t OVERLAP SIDE TOE NAILS - 1 AND 3/2" FRAMING PLATE TOE-NAIL TO TRUSS TOP (TYP) HEADER 2-12d OF WALL ELEMENTS. PLATE FACE-NAIL TO WALL TOP PLATE 4 6'-4" (2)2X4 SPF #2 (1)A34+ DESIGN/DRAWN -I- TOE NAILS CHORD w/(4) 12d NAILS EACH SEE PLAN. (3)2x SYP#2 COLUMN, SEE 5/S2.0 FOR NAILING TRUSS TOP CHORD AS SHOWN (TYP.) 6-12d it 4 8 49* (3)2X4 SYP #2 (1)A34, TOE NAILS LAP/MRG w/12d NAILS 0 3 END (TYP EA. SIDE) OF BUILT UP MEMBERS. AT BASE PROVIDE LTT208 SECTION AT HEAD SECTION AT CORNER E-0" 6-1 2d L O.C. (TYP EA. SIDE) ��`,��-KING & JACKS PER SCHED. 412 (3)2X6 SYP #2 (2)A35+TOE NAILS CONNECTOR OR ALTERNATE PER LEGEND ON THIS CHECKED SHEET ALSO PROVIDE THIS CONNECTOR AT CORNER SEE 17/S2.1 FOR BOX GIRTS REQUIRED BETWEEN LAP 11 11 1>< WINDOWS IN TWO STORY CLEAR HEIGHT WALLS. POST OF KNEE WALL AT MITER. OP110N- SPECIAL BOX BEAM BETWEEN H PLAN ELEVATION PLAN DOORS/WINDOWS IN TWO STORY FRAMING V V SILL & DROPPED m CH 17 *00" HE 15 CHIMNEY FRAMING DETAIL 16 IMNEY . FRAMING DETAIL BOX BEAM DETAIL to 18 7AD FRAMING VM EN 19 ITERED GLASS OPENING FRAMING OTED S2.1 . (ON TOP OF ROOF) S2.1 (ON SIDE OF BUILDING) S2.1 1 52.1 16 Para CJI,5 e Ler� e,