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Paradise Lane 750 U tl n oo v 2L o o� ` '- 0 4 aCOEo- Co C i-- e tm CeA E N y Z 1 22 O p g ji hty Rek.; n2 8 EEO �. 8,115 and Atlantl* c orl( 5zz; Lo CoQ "''1 a W W � �So M a m ti 13SIFCO] zl� fiomes 64 C �ppN N > �C W 0.2 !L M LL p- 1L 1= ti p �ch �C0 d(o• N O (Q 0) > 0 O C O v a° a i �t ! ;MMM4 jlN 13 FO 77 'O APPROVED CITY OF ATLANTIC, ":AGH J THEU��J►� NEDHEP AMf M- ET�IAT"DOCUO�N1't�S BEEN6upy RECENED,REViE1NED,A'PROVED,ACC MD�t;�I�ESPA�tOF'It1E E o YVRCCtEN SCE � o E M r O � N acs a°68 8°° 9 JOB NO. 05-B1-0167 PORPOISE KEY r ' SHEET TITLE SHEET COVER AO.0 20106 t ,,� t �I0 6 tl V� O L O 0 Periods only used on one word abbreviations, if the abbreviation a $ is a different word by itself; e.g. ARCH., BIT., and LAM. SHE T INDEXE o 4D ABBREVIATIONS �� a Periods are usually used when abbreviating multiple words, unless they E Ew� L GENERAL NOTES are very common without periods; e.g. AFF, HVAC, R/A, and WWM. " @ a I gti? $ �' YanEm 5. SIDING&ROOFING A.B. ANCHOR BOLT FAS FASTEN(ER) P PAR PARALLEL ARCHITECTURAL 1. All work performed shall comply with all applicable Local and State Building codes, P.BD. PARTICLE BOARD ° Ordinances,and Regulations and all other authorities having Jurisdiction. A/C AIR CONDITIONING F.B.O. FURNISHED BYOTHERS PC.CONC. PRECAST CONCRETE ACC ACCESS F.D. FLOOR DRAIN P.E. PORCELAIN ENAMEL aQ.o COVER SHEET m �$ A. Vapor Barrier shall be applied on all exterior walls. Install as per manufacturers AC.T. ACOUSTICAL TILE(CLG) F.E. FIRE EXTINGUISHER PED PEDESTAL(SINK) requirements. AFF ABOVE FINISH FLOOR F.F. FINISH FLOOR(LINE) PERI PERIMETER C�( A.D. AREADRAIN F.G. FIXED GLASS PKG PARKING A1.1 INDEX, ABBREVIATIONS, SYMBOLS AND 2. Minimum Design Loads: B. Install#15(min.)felt under all shingles. ADD ADDENDUM FGL FIBERGLASS PL PLATE(HEIGHT) FLOOR: 40 P.S.F.Live Load PLAS PLASTER ADH ADHESIVE FIN FINISH P.LA PLASTER LAMINATE GENERAL NOTES 10 P.S.F.Dead Load C. Nails only to be used for roof shingle attachment. ADJ ADJUSTABLE FLG FLASHING No staples allowed. AGG AGGREGATE FLR FLOORING) PNL PANEL 4 m A.H.U, AIR HANDLING UNIT FLUR FLORESCENT(LIGHT) PNT PAINT(ED) o O ROOF: 40 P.S.F.Live Load LAYOUTS 10 P.S.F.Dead Load D. Flash all roof to wall conditions. ALT ALTERNATE FN FENCE PR PAHi(OF) ALUM ALUMINUM FND FOUNDATION PREFAB PREFABRICATED Q Verify design loads with local Building codes and conditions.Refer to Structural E. Gutters to be 5"(min.).27 gauge aluminum with baked enamel finish. Downspout to be 4" A.P. ACCESS PANEL F.O. FACE OF PSF POUNDS PER SQUARE FOOT A2.0 FOOTPRINT PERIMETER PLAN w Engineering for all structural details,specifications,and notes. 20 gauge aluminum with baked enamel finish. APx APPROXIMATE FP FIRE PROOF PSI POUNDS PER SQUARE INCH � W ARCH. ARCHITECT(URAL) FPHB FIRE PROOF HOSE BIBB PTN PARTITION A2»1 FIRST" FLOOR PLAN ASPH ASPHALT FPL FIREPLACE P.T. PRESSURE TREATED(WOOD) A.T. ASPHALT TELE FR FRAME(D)(ING) PV PAVE(D)OR PAVING AZ 2 SECOND LEVEL FLOOR PLAN �° ° AUTO. AUTOMATIC FS FULL SIZE PVC POLYVINYL CHLORIDE(PIPE) 3. CONCRETE 6. INSULATION AVG AVERAGE FTG FOOTING /�I� AWNG AWNING FUR FURRED(iNG) PPWD PLYWOOD A2.3 ROOF PLAN A. Foundation types and designs may vary with the individual pertinent soils conditions on A. Provide R-11 (Min.)batt insulation in all exterior walls and R-19(minimum)blown insulation B36 36"WIDE BASE CAB. GA GAUGE each lot. The Architect does not warrant or guarantee this building design in locations (or batt and blown insulation)in all ceilings or rafters adjacent to the exterior or to unheated Q Q.T. QUARRY TILE A2»4 FRONT & RIGHT ELEVATIONS where inadequate soils or landfill occurrences require special or additional design for spaces,plus R-19 at exposed floors. All insulation to meet HUD minimum property specs. V BD BOARD G G.B. GYPSUM(WALT)BOARDD(DOOR) G.C. GENERAL CONTRACTOR R RISER(ON STAIRS) AA batts at fihlld der fir it. BF 81-FOLD REAR & LEFT ELEVATIONS a structure or gas mitigation due t0 these occurrences. R-11 fireplace case was anun ace unBIT. BITUMINOUS GO GRADE OR GRADING Ro R/A RETURN AIR c BLKG BLOCKING G.D.O. GARAGE DOOR OPENER R.B. RUBBER BASE -91 DETAILS ; BLDG BUILDING GFl GROUND FAULT INTERRUPTER HAD RADIUS o BLK BLOCK(CMUs) GL GLASS OR GLAZING RBL RUBBLE A2.7 BUILDING SECTION B. All design,revisions,engineering,installation and liability of soil conditions,gas mitigation BLKG BLOCKING GL.BK. GLASS BLOCK A.D. ROOF DRAIN and structural designs due to inadequqte soils or landfill occurences shall be the 7 DRYWALL BM BEAM G.I. GALVANIZED IRON REFR REFRIGERATOR responsibility of the"Builder-Developer"or it's subcontractors involved with the design and B.M. BENCH MARK GT GROUT REO REQUIRED »A28 INTERIOR ELEVATIONS expansible for their installation of such;and the Architect shall not be held liable or r BP Bi-PASS(DOOR) RES RESIDENT f implementations. A. All walls to havey"gypsum and all ceiling t sum ceilin board unless BRG BEARING H42"H 42'HIGH(WALL) REV REVISION($),REVISED N p noted otherwise.2 g BRK BRICK HB HOSE BIBB REINF REINFORCED(ING) B.S. BOTH SIDES H.C. HOLLOW CORE RFG ROOFING ELECTRICAL BSMT BASEMENT HD HEAD OR HAFID R.J.B. REINFORCED JUNCTION BOX B. Use water resistant gypsum board for exposed walls and ceiling at shower and tub wall BTM OR BOT BOTTOM H.D. HEAT DETECTOR OR HEAVY DUTY RLG RAILING C. Contractor shall be responsible for size,location and installation of revised steel reinforcing areas receiving fiberglass enclosure. BTWN BETWEEN HDR HEADER R&M RANGE W1 MICROWAVE per local codes or specific soil conditions,whichever is more restrictive. BVL BEVELED HOW HARDWARE RM ROOM E1.1 ELECTRICAL PLAN B.W. BOTH WAYS WGT HEIGHT R.O. ROUGH OPENING $. INTERIOR TRIM AND FINISHES to be selected by contractor. CAB CABINET HH.M. HOLLOW METAL R.O.W. RIGHT of WAY co N C ORZ HORIZONTAL R&S ROD AND$HELF(S) D. Soil test must be approved by Geo technical Engineer prior to footing pour. C.B. CATCH BASIN HR HOUR 05 ~ CEM CEMENT H.R. HALF ROUND(WINDOW) SC SOLID CORE(DOOR) N CV HS HORIZONTAL SLIDER SCH SCHEDULE C 9. DOORS&WINDOWS CER CERAMIC O E. All concrete footings are designed to bear on minimum soil pressure of 3000 p.s.f.and CF CUBIC FOOT HTG HEATING >-0 AM CHAMFER HVAC HEATINGNENTILATING/AIR COND. E SMOKE DETECTOR CH shall be placed on firm,undisturbed soil 3"-6"minimum below grade. Contractor to A. All patio doors-operable leaf inside. C.I. CAST IRON HWD HARDWOOD(FLOORS) SEC SECTION c reinforce concrete footings and poured concrete walls as required for specific soil conditions C.I.P.CONC. CAST-IN-PLACE CONC. S.F. SQUARE FEET o o r l SF.GL. SAFETY GLASS c t� or local codes,whichever,is more restrictive. B. Door and window infiltration shall be in accordance with local ordinance and shall meet CIR CIRCLE I.B. IRONING BOARD S.G.D. SLIDING GLASS DOOR performance standards ANSI/HAMA 101-88 for metal windows DH-C40 for vinyl windows CIRC CIRCUMFERENCE I.D. INSIDE DIAMETER SH SINGLE HUNG OR SHELF(VING) M c1. m and the CRF shall not be less than 55. C.J. CONTROL JOINT OR CONSTRUCTION JOINT I.L.O. iN LIEU OF SHT (DRAWING)SHEET --I N CK CALKING)CAULKING) I.M. INSULATED METAL SHTHG SHEATHING F. All concrete shall attain a 28 day compressive strength of 3,000 p.s.i. CL CLOSET OR CENTER LINE INS OR INSUt, INSULATED(TION) SIM SiMILAR 4 > CLG CEILING INT INTERIOR C. Provide insulating double glazing at all exterior glass areas and tempered glass in all sliding CTA CLEARANCE) SSL SKYLIGHT "� N GLS CLOSURE OR CLOSER(DOOR) JST JOIST(FLOOR OR ROOF) SL SIDELIGHT OR SLEEVE o 0 G. Provide minimum 4"concrete cover at under slab utility locations. When concrete glass doors and in windows as per local codes. GM CENTIMETERS) J JT JOINT SNT SEALANT 0.i lin i required,increase slab thickness at the utility line. Install SPC SPACER LL encasement Of utility es s q rty CMU CONCRETE MASONRY UNIT SPEC SPECIFICATIONS utilities tines Well below slab. C.O. CASED OPENING KD KNOCKDOWN(CEILING) SPK (AUDIO)SPEAKER(S) con D. Caulk at all sash,sliding glass doors,entrance doors and bottom plates(all sides of COL COLUMN KIT KITCHEN S.ST. STAINLESS STEEL openings)and head flash all windows and doors. COMB COMBINATION KO KNOCKOUT STD STANDARD H. Provide isolation joint material(asphalt impregnated)between foundation walls and all slabs CONC CONCRETE KPL KICKPLATE(ON DOOR) STG OR STO STORAGE including patio, porch and sidewalks. GOND (AC)CONDENSER K/S KNEE SPACE STL STEEL CONST CONSTRUCTION LAM. LAMINATE(0) STR STRUCTURAL 10. MECHANICAL&ELECTRICAL CONT CONTINUOUS CONTR CONTRACTORL LAV LAVATORY(SNJK) U SQUARE I. Provide"Zip Strip"or tooled control joints where indicated on the foundation plans. CORR CORRUGATED $us SUSPENDED A. All electrical and plumbing requirements shall comply with local building codes. All outdoor, L.B.O.L80LOCATION BY OTHERS S.W. SHEAR WALL p g q p Y 9 CPR COPPER DIMENSION NOTE bathroom and garage wall receptacles shall be provided with ground fault circuit protection. C OR CPT CARPET Llv LIVING L.L. LIVEIVELLOAD � T TREAD(AT STAIRS)OR TILE 4. FRAMING Service panels to be(min.)20 cirou it,100 amp,110 volt. CRS COURSE(S) L.P. LAMINATED PLASTIC T.B. TOWER BAR CSMT CASEMENT LT LIGHT T.B.D. TO BE DETERMINED C.ST. CAST STONE L.T. LAUNDRYTUL TC TERRA COTTA DIMENSIONS ARE TAKEN FROM FACE OF STUD TO A. Laminated veneer lumber(LVL)shall provide the design values equal to or exceeding the C.T. CERAMIC TILE LTL LINTEL T.C.J. TROWELED CONTROL JOINT CTR CENTER OR COUNTER FACE OF STUD,UNLESS OTHERWISE NOTED. following: B. Provide gray box for washer and provide solid metal dryer vent(taped-no screws)to LVL LAM VENNER LUMBER(BEAMS) TEMP. TEMPERED(GLASS) exterior. CX CONNEXTION LVR LOUVER T&G TONGUE&GROOVE CY CUBIC YARD TEL TELEPHONE 2800 psi iin Bending,Fb M METER(S) THK THICK(NESS) 285 psi in Horizontal Shear,Fv C. All sewn, ,nj water sleeves to be depth and separation as per local code below adjacent 10D 12'DEEP M MAX MAXIMUM 2,000,000 psi in Modulus of Elasticity,E finish Gra6t D D DRYER,OR DRAIN MAS MASONRY THR THRESHOLD T.O.C. TOP OF CONCRETE � DBL DOUBLE MATL MATERIAL T.Q.F. TOP OF FOUNDATION B. Unless otherwise noted,all dimension framing lumber shall have an allowable bending DECO DECORATIVE Me MEDICINE CAIINET T.O.M. TOP OF MASONRY stress+875 p.s.i.,(1000 psi repetitive)or better, D. Provide main sewer clean-out within 54"inside or outside of the building line unless noted DEM DEMOLISH,DEMOLITION MECH MECHANICAL T.O.W. TOP OF WINDOW otherwise DEP DEPRESSED MFR, MANUFACTUFER TR OR TRN TRANSOM(WINDOW) DET DETAIL MH MANHOLE TP TOILET PAPER HOLDER VARIES E. In all buile;ligs a continuous conduit shall be installed from the water meter to an exterior D.F. DRINKING FOUNTAIN MIN MINIMUM TV TELEVISION OUTLET OR LOCATION C. Unless otherwise noted,provided: remote water meter reader at a location to be approved by the Water Department. The DH DOUBLE HUNG MIR MIRROR TYP TYPICAL 1. 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 DIAM DIAMETER MISC MISCELLANEOUS ct a buildingin accordance with comments and recommendations as published by the Truss and installed by the electrical contractor.The cable shall be copper and a minimum#18. DIM DIMENSION MLR MOULDING UC UNDERCUT(DOOR) commentary D.L. DEAD LOAD MM MILLIMETER ;MWA4 Plate Institute. The water department shall make the connections. ON DOWN(STAIRS) MMB MEMBRANE . NF UNFINISHED D.P. DAMP-PROOFING M.O. MASONRYOI ENIING U.N.O. UNLESS NOTED OTHERWISE DIMENSIONS ARE TAKEN FROM FACE TO FACE OF MASONRY DR DOOR MOD MODULAR VB VANITY BASE UNIT OR FACE OF MASONRY UNIT TO FACE OF STUD. 2• 4"hi h density T&G,Plywood subfloor glued and nailed. Panel span rating shall be APA DRY DRYER MACHINE MR8 MARBLE V g g DS DOWNSPOUT V.B. VAPOR BARRIER a3 24/32, Exposure 1,with sealed edges. install per manufacturers'spacing and edge MTL METAL V636 36°WIDE VANITY BASE recommendations. F. Water service shall be 1"minimum from each exterior shut off valve. p/S DRAWER STACK(CABINET) MT MOUNTED(ING) VERT VERTICAL D.T. DRAIN TILE MULL MULLION OR MULLED VIN (SHEET)VINYL DTL DETAIL V.S. VEGTABLE SINK G. All shower head heights to be 80"AFF at fiberglass showers and 84"AFF at ceramic DW DISH WASHER N/A NOT APPLICABLE 3• Y"underlayment(minimum)under vinyl or the on wood frame floor systems. V.T. VINYL TILE DWG DRAWING N.I.C. NOT IN W_ showers. DWR DRAWER NL NAILABLE W3630 36'W X 30°H WALL CAB 15 NOM NOMINAL 4• Mtn./ high density O.S.B.wood roof sheathing with'H'clips.APA panel span rating shall EA EACH N.T.S. NOT TO SCALE W WIDE OR WASHING MACHINE be 24/0.exposure 1,with sealed edges.Install per manufacturers'spacing and edge EB EYEBROW(FLAT ARCH) N.G.V.D. NAT.GEODE'�EC VERTICAL DATOM We WATER CLOSET E.F. EACH FACE WD WOOD E.J. EXPANSION JOINT OA OVERALL WF WIDE FLANGE(STEEL BEAM) recommendations. 0 O ALL REFERENCES BY STRUCTURAL & MEP EL ELEVATION pBS ONCURE Nh(GLASS) WH WAR HEA W.H. WATEHUNGTER D. Roof truss systems shall be fabricated with wood chords and wood webs in accordance with ELEC ELECTRIC(AL) O.CAB. OVERHEAD CABINET ENGINEERING WILL SUPERCEDE ALL NOTES, E.P. ELECTRICAL PANEL Wt WROUGHT OIRON E designs prepared under the supervision of a registered professional engineer. REFERENCES & CALLOUTS ON THE ARCHITECTURAL EST ES TIMATE O.D. OVERHEAD WIG WALK-IN CLOSET O.G.D. OVERHEADGARI4GEDOOR WIN WINDOW OH OVERHEAD W!W14 WITH OR WITHOUT E.W.C. ELECTRIC WATER COOLER PLANS. NOTIFY DRAFTERS OF DISCREPANCIES & EXG EXISTING OPNG OPENING WP WATERPRooF(iNG) E. Roof trusses manulfacturer shall submit 2 sets of seated shop drawings to builder for CLARIFY CONFLICTING INFORMATION. EXH EXHAUST OPT OPTIONAL W.R. WATER RESISTANT approval of roof trusses and beams EXT EXTERIOR OSB ORIENTED STRAND BOARD W.S. WATER SOFTENER WSCT WAINSCOT W.T.W. WALL TO WALL ATTIC VENT CALCULATION WWM WELDED WIRE MESH F. Mins exterior grade plywood or OSB wood sheathing behind all masonry veneer,dryvft panels and cedar siding.See elevations for locations. SYMBOLS G. Pressure treated lumber to be used where wood is in contact with concrete and for 2x4 mud FORMULA. Sill. 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING H. Exterior deck construction shall be with pressure treated lumber with dimensions as indicated on the plans. EARTH *144 SQ. IN. _ � S . F .BLDG. CEILING (SF)X 144 = BLDG (SQ. IN.) ELEVATION KEY OR SECTION KEY PLYWOOD BLDG (SQ IN )/300= SQ 1N. OF VENT REQUIRED SHEET NUMBER :.,e SAND OR GRAVEL FiLL �� INSULATING SHEATHING W SQ. iN. OF VENT REQUIRED l 2 = 50%AT RIDGE&50%AT EAVES Cn �-� WOOD STUD PARTITION BATT INSULATION DETAIL NUMBER OR SECTION KEY SHEET NUMBER 3-2X4 WOOD POST OR 2-2X6 J RIGiD INSULATIONPLAN UNLESS OTHERWISE NOTED _ �Ti;� 0 BRICK WATER CLOSET $' ANGLE AREA TABULATION CONCRETE BLOCK CENTERUNE FIRST FLOOR PLAN 1462 SQ.FT. - a.. v •. CONCRETE TUB/SHOWER Q HBHOSE BIBB (FREEZE PROOF SECOND FLOOR PLAN 683 SQ.F cn,- STONE «, �- �--- GAS LINE STUB TOTAL A/C AREA 2145 S Q.F T. c ,MLAVATORY Ste- Im C o d PENNY FRONT PORCH 166 SQ.FT. CL ii a DIMENSIONAL LUMBER DOUBLE SiNK LANAI124SQ.FT. °°� PERPENDICULAR PLATE BLOCKING SINGLE SINK 497SQ.FT.GARAGE6 JOB NO. 05-B1-0167 `- PORPOISE KEY ROUND OR DIAMETER FINISH GRADE WOOD TOTAL AM-�A . SHEET TiTLE SHEET GENERAL NOTES A1 . 1 FOUNDATION NOTES NOTE_.FOUNDANON m 9 ; 11 0-0 a 1. STRUCTURAL FOUNDATION PLANS SHALL BE c H BY OTHERS. SEE STRUCTURAL ENGINEERING rn�2-� •— 'w-w FOR ALL STRUCTURAL DETAILS AND NOTES. 'a 2 2 CX s 2. SLOPE GARAGE FLOOR 1/8- PER FOOT TO ` a E 2 81 IX-3,V2" OVERHEAD 00 OPENING. � , 3. 4CONCRETE SLAB w � � / 6" x10 /10� E W.W.M. � .6 o . 8 OVER 6 MIL VAPOR BARRIER OVER CLEAN g o TERNLII COMPACTED (MIN. 3000 P.S.I.) ��._ 8 elt STEPS AS REQUIRED BY CODE 9 8 0.1-8 TREATED FILL. (3000 P.S.I.) FIBERMIX OPT. 4. CONFIRM ALL INTERIOR BEARINGS WITH °° TRUSS ENGINEERING OR CONV. FRAMING I I PLAN. 5. SUPPLY SEPARATE CONDUITS TO ANY ISLANDS FOR GAS AND ELECTRIC. 4 { I I I HB 9 6. CONFIRM ALL FLOOR OUTLET LOCATIONS I I I WITH BUILDER AND/OR HOMEOWNER PRIOR Q a TO SLAB POUR. 7. GENERAL CONTRACTOR TO PROVIDE SLAB v CONTROL JOINTS EVERY 400 SQ. FT. I I I I I r I { L ._ i I I I I 3/4" RECESS FOR S.G.D.A I I I ( I a N VERIFY INTERIOR BEARING WALLS I I ( WITH TRUSS ENGINEERING ( I I IorI I I I i f N ( I ALL ANGLES ARE 45' UNLESS � � I I � I I OTHERWISE NOTED i - : s'r," 3'-1 " z' „ I Q C4 NAIL ROOF SHEATHING I ��' I 0 IMPORTANT NOTE: I I I �� I I m .. (PER STRUCTURAL) 12 REFER TO ROOF PLAN FOR ROOF I I �� I D/W r__ -_____ __ __ I } o_o FIBERGLASS SHINGLES OVER 30# PITCHES FOR ALL HOUSES I I �-- --------- -- _ m E FELT OVER 7/16' OSB BOARD OR VAlRES I I THIS PLAN IS TO BE USED FOR b o I Ci 15 32' PWD SHEATHING. 16 I I GENERAL LAYOUT USES. THIS IS NOT i 0 • I Ci / O.H. STRAP FOR TRUSS ANCHORAGE (SEE STRUCTURAL) I { TO BE USED AS A STRUCTURAL PLAN. I I a SINK w/ I I N AIR BAFFLE BTW EA TRUSS I ALL ENGINEERING MUST BE SEALED BY i DISPOSAL I W TO MAINTAIN 1/2' MIN AIR R-30 INSULATION AT CLG. I I A LICENSED ENGINEER. SPACE FOR VENT I I i i 3'� 6'��„ I Q 0 a I i Baa GALV. METAL DRIP 1/2' CEILING BD OR 5/8' GYP. BD TYP EDGE II WRAPPED ALUM. I I � i SPACE I FASCIA OVER 2x8 i.-------- RE S D I ( PERFORATED I I L._.____________ __ SHOWER { I VINYL/ ALUM. SOFFIT _ CIO { I I lg+'v1 I FRIEZE o { I { I - 01 0L–�F.1N- LB. VENT SHIRU SLAB _– _� r { PROVIDE MID–WALL BLOCKING FLAT WISE 0 o _ JOINTS IN SHEATHINGcz {-1 I p I J0 I 2x STUDS 0 16' OC (MIN #2 SPF) CONC. SLAB w/ i ' I it I m t I I 6x6 NO. 10 WWM OR FIBERMESH. I l___.JIII __. –_–____–__–_–___–_________ii--REINF OVER VAPOR BARRIER ------- _ uj OVER CLEAN COMPACTEDP.TPLATE w/ ANCHORS a TREATED FILLPER STRUCTURAL z + - jil r4' CONCRETE SLAB NTHC�l 6'x6x1O/10 W.W.F. TYP. (3000 PSI. H I i ;� ;wn4 FIBER MESH OPTIONAL). _ "N WH I 1 5 CONT, C�3 i I } SLOPE GRADE AWAY ____� J I I 4" STEP DOWN ALL SIDES �/�y//�// 6 MIL VAPOR BARRIER I �-- -- —--- ---- -- — --� ( I ( STE S AS REQUIRED BY CQ E I s a o /� TYPICAL FOOTING i 8-4Y2' { I 11 a,VY I 4"1 k 51-9" 7-11" I \ \\ \ SEE STRUCTURAL FOR SIZE & REINFORCING 14" CONC. PAD FOR A/C I I -1Z { oTypical { I Wall I I I SCALE: 1/4!=1'-0m I { i t I I I I I { l STEPS AS REQUIRED BY CODE { I I �- I I I I O I I l U) N I I I Jel i I I I I I ► f --� E O ' N^0 , U. c� Q�N Q1 E 0 N (L LL EL °° JOB NO. 06-B1-0167 Foo print Perimeter Plan PORPOISE KED SCALE: 1/4"=1'-O" SHEET TITLE SHEET FOOTPRINT PERIMETER PLAN A2.0 u O i MAIN FLOOR NOTES � .i NOTE_FLOOR t`O y 1080- t4 1. WINDOW GRILLS ARE STANDARD IN FRONT - 9" a AND SIDE ELEVATIONS AND REAR E ELEVATION TO BE CLEAR GLASS. a= to o 2. ALL UN-DIMENSIONED PARTITIONS ('I`'I` } Q £ $ Cc,- ARE ARE 3 1/2" ROUGH. E E 3. ALL ANGLED PARTITIONS ARE 45 0 A2.6 DEGREES UNLESS OTHERWISE NOTED. a l z 1/z 14-sPe 4. L PLYWOOD MFLlOVIDE IM NM PLATE I All' AL 2ffs w/ 1EXTERIOR '° 4'-7I" 3'-4^ 4'-4' 5'-8" 3'-4" 5'-s" I WALL OPENINGS AND INTERIOR BEARING '° OCR WALL OPENINGS UNLESS OTHERWISE NOTED. L5. 3-20's MIN. AT EACH END OF ALL BEAMS I AND GIRDER TRUSSES UNLESS OTHERWISE c~ (2)sH3o60 NOTEDHB SHALL BE TRANSFERRED ALL SUCH CONCENTRATED FOUNDATION ' CO Hg Egress Window @90 AFF q 4 u VIA BEAMS, POSTS AND/0'1R SOLID a `� =N "N CATHEDRAL LA AI CATHEDRAL I 2 x 6 BALLOONS FRAMED WALL_% A BLOCKING. o "� Q N N 9 0 CLG. „ (2)sH3o6o Egress W►ndow 6. ALL EXTERIOR DIMENSIONS ARE TO FACE a i OF STUDS UNLESS OTHERWISE NOTED. w co 13'-5 x 9'-6" , @90"AFFI 7. ALL TRUSSES TO BEAR ON EXTERIOR c WALLS AND/OR GIRDER TRUSSES UNLESS p I OTHERWISE NOTED ON FOUNDATION PLAN. o 8. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR R A LL % �� 60883 SLIDING LASS DOOR I TRUSSES. g 9. WINDOW SUPPLIER TO VERIFY AT LEAST % �� MASTE SUITE to ONE WINDOW IN ALL BEDROOMS TO HAVE � NOOK A CLEAR EGRESS OPENING OF 5.7 SQ. FT. N .J CATHS AL CLG. WITH MIN. DIMENSION OF 24" IN HEIGHT AND 14-1 x 17'-0" ti ' VAULTED CLG.,, CATHEDRAL CATHEDRAL 20" IN WIDTH; SILL HEIGHT NOT GREATER 'Ar -� \�' . 12—0 x 10-if# THAN 44" ABOVE FLOOR. 10. BALLOON FRAME ALL EXTERIOR WALLS 1 I (ABOVE 8'-l-) TO UNDERSIDE OF ROOF % d ~ SHEATHING - PROVIDE FIRESTOPPING N CO8"SCI COL TO CLG. 40.6'h WALL I EVERY 8'-0" VERTICALLY IN WALLS > 8'-1". UB > I wn5"aAR TOP A130VL: � f 11. ALL HANDRAIL BALUSTERS TO BE SPACED SUCH THAT A 4" SPHERE CANNOT -------------- 18 -'-�"-"--1 '- ---'�` PASS BETWEEN BALUSTERS. ---- ----------------------__ B/c + I /' ``I — -'"' _ -'— 12. ALL ELECTRICAL AND MECHANICAL I 42 -------------�R19•LCt.�..____--12'-1011i X72 r 2+\1 4r " 6-1�" 1 4'4 �_ BIC LS roc EQUIPMENT & METERS ARE SUBJECT TO GREAT ROOM `" I ; " BUIL OUT WALL RELOCATION DUE TO FIELD CONDITIONS; CO C4 Cy 40.5"h WALL i"�O I �( 40.5 KNEE WALL FO TUB CONTRACTOR T VERIFY. I g -� VAULTED CLG. 13. FOR ADDITIONAL NOTES SEE GENERAL x b I 12'-9" x 18'--4" 0811 CAP ' ` _ -- ------ 1 SH LF 12r 3 S �, 001�1N , I _ ® � w 3a 2X6 WALL I AB�iVE TUB NOTES ON TITLE SHEET & DETAILS. m-LL tN 1 , N `N o , o a 21" 14. TYPICAL WINDOW HEAD HEIGHT SHALL BEfl- I 1 Q Y KITCHEN D/s ` 1 �p 96" ABOVE FINISH FLOOR O.N.O. . m El I I ? VAULTED CLG. I 24"S/B 24"S/B I m �p2 15. WINDOW MANUFACTURER TO TEMPER ALL .5°° N 0> " " ! S U. P I cG _ J 1L , 12-0 x 11 -4 b y 5'-3" `Q r 1 36"136" o a �� WINDOWS Z WITHIN DOORS, OVER TUB & � I ., I 2868 PKT 24"x 36"OPG. '*o " m? I Q D/S B/c ioHc @ 84°AFF @� FlN SHOWERS D FLOOR WINDOWS WITCHING 18 OF THE g 8 R UB ,�� N % 2,�t„ 1'-10" 2'6" 3''10%2' 1'-1 uQi = v"��zz i TEMP.(CLEAR) CANTILEVERED `�a a M 2668 s4. ORco I! LS 1 - --- 2868 OPG. + - �- ------- � 1 i .__ .._...._ m - -- _ 166$ �1-moi I ^FLAT CLG.@ SECOND STORY CLG.HEIGHT j 24"OHC I 39"OHC~ �/ W 868 PKT M 3: 1 Y-7�" PLANT SHELF @8'11" �� , " v 09—0 CLG. i �-~-� � PONY WALL 1"ABOVE TREAD TO WRAPPED , VENT THRU SLAB L g TOP w/OPEN HANDRAIL ABOVE I OPG. 2068 009 r__�_-n I 1 _ I § r � 2$6$TTY 2068 PKTSHOE o. 20 4' I IIII ® � � Coo) cLG. ___ a BATH 2 o WICK a CLG."� 9'-0" CLG. 9'-0" CLG. i m t i I w2868 '4 x -6 !33'I 1 _ FOYER I X 0 — ---- -- 11 1 iY JJ VAULTED CLG. I OPG. I , I I I R/s i~ I 74' T-`T1" 1'-11" 8'-l" ,x 1'-8" 1-• L _JJ COMPRESSOR HB __—^ I H8 2868 SG i-- __ I03 j I WH j I 8681-3/4"THICK I WH I I ID OR HONEYCOMB ! ! E STEEL OR 20 MIN.FIRE . 7'-0" 4'-4" 5'-9" —--a�•-I.� I '-»° TE.17 D EQUN.DOOR711 + I , � 3068w/,(2),068SC" OFFICEMEN 5/8 TYPE X � t " GARAGE WALL TO BE AC DUCTS IN THE GARAGE AND DUCTS I —OCLG. SEPERATED FROM LING PENETRATING THE WALLS OR CEILINGS 11 —4 x 14'-0" I SPACE BY 112"GYPSUM BOARD SEPERATING THE DWELLING FROM THE I I i t i APPLIED TO THE GARAGE SIDE I GARAGE SHALL BE CONSTRUCTED OF A MINIMUM No OPENINGS INTO THE GARAGNO.26 GAME SHEET STEELED I I I , _------__--_.__---------.-----J !---.,----_...__-__.___....- -__.-J ENTRY CATHEDRAL CLG. 1 I 8'-7" x 8'-8" GARAGE j 9'—O" CLG. PULL DOWN I 19'-5" x 24'-8" ATTICACGESS a I ! (2)SH3060 S/8 TYPE X 00 I I N ' I @90"AFF I t Q I 9'CLG. GARAGE CEILING TO BE FINISHED w/518' �J TYPE X GYPSUM BOARD � I " I a _� a �� e - - - - - - - a -- -- - -- v \\ // 'W d 4 C °° I \\ // VJ da Ga \ / a = A2.6 4,�" 4'•01 ° '4 4'-3n 3�.¢" 4'-0" d •�4 \ / Q 4 v 16'x 7'OGD «- e e v ° A •e a eLl• 0" e dd ilt 0"O' r e a a e v. O e a d ' a 10 e 4 v v a v a Q• ° l 8'4 11 7 20'11• v a G e a: aQ v v' : e G da '� �e e e 40-0' d e e a ea a e e •v is 'a e e v G d C a v d a e v 4 + o PLAN 4 t'""` e d v q G v d d e• a ve .° .4 �A ' ,a 'e a a ao' d dA. 4' d ..ICA e a OLL e e' .4"Q a e ° as e' '�� d d (n v v v AREA TABULATION e 4 44 ° v v v e 4 21a v v o c FIRST FLOOR PLAN 1462 SQ.FT. x tmmG 4i d a e O O E L SECOND FLOOR PLAN 683 SQ.FT. aU- 0. > • • JOB NO. 05-B1-0167 rFloorFra ! n it TOTAL. A C AREA 21.4 5 SQ.FT. SCALE: 1/4"=1'-0'° SCALE: 1/4"=1'-0" FRONTPORCH 166 SQ.FT. PORPOISE KEY LMN �1� S�IF- SHEETCARACE 497 SQ.FT. TITLE SHEET FIRST FLOOR PLAN A2, 1 TOTAL AREA 2932 SQ_.FT. L OGCD G MAIN FLOOR NOTES NOTE-Ft AOR 0 A g c`o ac�•5 M 1. WINDOW GRILLS ARE STANDARD IN FRONT93 AND SIDE ELEVATIONS AND REAR w6 ELEVATION TO BE CLEAR GLASS. .� 8. 2. ALL UN-DIMENSIONED PARTITIONS ('I`'I` ) C:1 g EE ARE 3 1/2" ROUGH. Q o 3. ALL ANGLED PARTITIONS ARE 45 012 DEGREES UNLESS OTHERWISE NOTED. � j !r 4. PROVIDE MINIMUM — �z E 2 2x12 s w/ 1/2" g A2.6 PLYWOOD FLITCH PLATE AT ALL EXTERIOR L cam WALL OPENINGS AND INTERIOR BEARING man WALL OPENINGS UNLESS OTHERWISE NOTED. 5. 3-20's MIN. AT EACH END OF ALL BEAMS i AND GIRDER TRUSSES UNLESS OTHERWISE NOTED. ALL SUCH CONCENTRATED LOADS SHALL BE TRANSFERRED TO FOUNDATION cs' coo I VIA BEAMS, POSTS AND/'OR SOLID a 4 BLOCKING. '6 6. ALL EXTERIOR DIMENSIONS ARE TO FACE o w i OF STUDS UNLESS OTHERWISE NOTED. W co 7. ALL TRUSSES TO BEAR ON EXTERIOR to W WALLS AND/OR GIRDER TRUSSES UNLESS LO OTHERWISE NOTED ON FOUNDATION PLAN. Lo call I 8. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, HANGERS & SET SPACING FOR ALL TRUSSES. I 9. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING OF 5.7 SQ, FT. ; I WITH MIN. DIMENSION OF 24" IN HEIGHT AND z 20" IN WIDTH; SILL HEIGHT NOT GREATER THAN 44" ABOVE FLOOR. I 10. BALLOON FRAME ALL EXTERIOR WALLS (ABOVE 8"—l") TO UNDERSIDE OF ROOF SHEATHING — PROVIDE FIIRESTOPPING 28'3° I EVERY 8'-0" VERTICALLY IN WALLS > 8'-1". 11. ALL HANDRAIL BALUSTERS TO BE SPACED SUCH THAT A 4 SPHERE CANNOT 12-4 4'-7y" „" I PASS BETWEEN BALUSTERS. 12. ALL ELECTRICAL AND MECHANICAL co 2'-l0" 2'_1Qy EQUIPMENT & METERS ARE SUBJECT TO i 4020 F��RA�AZOiD RELOCATION DUE TO FIELD CONDITIONS; CO N C-4 CONTRACTOR TO VERIFY. R/S13. FOR ADDITIONAL NOTES SEE GENERAL x NOTES ON TITLE SHEET & DETAILS. m 0 o 1!m� I 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE (2)2068 96" ABOVE FINISH FLOORO.N.O. . C 15. WINDOW MANUFACTURER TO TEMPER ALL -9°'N I FZ WINDOWS 2' WITHIN DOORS, OVER TUB & X SHOWERS 7 WINDOWS WITCHING 18 OF THE o FINISHED FLOOR. 2 N CL a q I BEDROOM 4 I 9'-0" CLG. 10'-8" x 10'-6" 'o c 40.6'h KNEEWALL 2668 _ N 0) CO) W OPEN HANDRAIL { - 3 ' N Q 24' N 2668 C lit N O N 7 ISS , M Q N 7 ISS 3 a s 4 P R IS .4 P R IS rn �z y v R/S OPEN HANDRAIL Lu 2 i BEDROOM 3 ct W �a 2068 ,9'-0" CLG. " 10'-7" x 11 -11 (2)2 2668 2468 PM04 01 i I IDo ct I i I N ;0 I I � 2'11'. 3'-51/1, I 1'8" 3'-7" 1'-11 " 3' /�" BATH 3 DIS ----�- I 9'-0" CLG. (2) 068 i a I m j I 2468 PKT aR/S I I - . - - - - r— l i eN ; (BEDROOM 21 00CATHEDOL CLG. I 11 —4 9-$ O I 4 � I I I X I � 11 N ( I I I I I 0 D=16=J I I I I I � 4020 SLIDER - - - - I Egress Window @84-AFF b I N Egress Window I 2 x S BALLOONE�FRAMED 4ALL d- 2X6 WALL (2)SH 3050 @8 V AFF W )1 4'-3 " 3'4" 4'-3y" 2'-6" 2'-11y" 5'-3" 5 7y" 1 ''7722 S-Sy" I 28=3" A2.6 0 o QJ SecondFram_i_pgSecond Plan PLAN SCALE: 1/4/ SCALE: 1/4"44' AREA TABULATION ze FIRST FLOOR PLAN 1462 SQ.FT. y m FLOOR a LL0SECONp PLAN 683 SQ.FT. CL TOTAL A/C AREA 2145 SQ.FT. JOB NO. 05-B1-0167 FRONT PORCH 166 SQ.FT. PORPOISE KEY LAMA X14Q.�� . GARAGESHEET497 SQ.FT. TITLE SHEET MAIN FLOOR FLOOR PLAN A2,2 TOTAL AREA 2932 SQ.FT. 8 ti a � o L ca m.N { ca, 0 E o � rn� �1 Z •� sEp;Z.�s N,b W N C �z 8F.E gg o ti ti 0 0 C? O 00 O W ui r---------------- -----------------i i'a" TYP) > I ! c j I 8:12 8:12 t i---------------------------------------- I I I 8:12 8:12 } I I ------------------------------- I I I o I ! I w I t I ' { I I ! i I I i t I I I I co I -04 I t �c')� j I 00 li I 1 m m ti I ! t N 1 = ti "). W CO I 00 ' J a N Ir--------- ! .0 - i I ( ( Q C O cd ! I 8. 8:12 ! I I I + L w y ! o RIDGE I ! I I N I r I co 1 RIDGE RIDGE + j -------------- ____..___..___ r N\. RIDGE N I t oo i co �P I I I I I t I ! I 1 ! t t + ! t 8:12 j I i + co 1 t I ! t 6:12i w 2 1 Q►�� t j'I t I J 1 + 8:12 ! I ! I I I FINK ATTIC TRUSSES I I ; ENGINEERED FOR I CRICKET LIGHT STORAGE ! C7 8:12 w ! W � I -- - I ' I t t 8:12 8:12 I 1 � 1 j 1 I o t °CP I I a L Ln O �N O 00 N mE0 a�i a Roof SCALE: 1/4"=V-0" ° JOB NO. 05-81-0167 S PORPOISE KEY SHEET TITLE SHEET ROOF PLAN A2*3 opJ r u"i EXTERIOR ELEVATION NOTES [NOTE-UTELEVI 1. GRADE CONDITIONS MAY VARY FOR ASIFROM agE- •= AT SHOWN. ASPHALT SHINGLES(TYP') BUDI DIER SHALL TE COORDINATE F Cc. g PER ACTUAL SITE CONDITIONS. 12 2. PROVIDE ROOF AND SOFFIT VENTS AS 2 REQUIRED BY CODE AND MANUFACTURERS u and 8 SPECIFICATIONS. an�g 4"FREIZE(TYP) FF ELEV 9'-1 1!8" 9'-1 1/8" IF ELEV o d c; D w w cn DOUBLE CRICKET 4"TRIM(TYP) � -----� -- LAP SIDING(TYP) 0 z FF ELEV 0'-0" 0'-0" F ELEV PLT NGT 9'-1 1/8" L11 -11-17-11 -11 1 11 9'-1 1/8" gLT HGT fl:11 E 3 11"SQ.COL. 0 0 0 u- m�ti U FF ELEV 0'-0" U 0'-0" F ELEV J m mJ1 J--L j-I J-1 j d GRADE GRADE ao �aoa Front SCALE: 1/4"=if—oof • Vmmuo 12 8 ASPHALT SHINGLES(TYP) 12 ct 8 4"FREIZE(TYP) FF ELEVoL9'-1 118" _ — _ — �__ 9'.11/8!' ELEV 12 8 4"TRIM(TYP) LAP SIDING(TYP) FF ELEV 0'-0" 0'-0" 6bEF ELEV PLT HGT 91-11/81' 91-11/91 LT HGT r low— Lu 11"SQ.COL. o D FF ELEVAL, 0'-0" 0'-0" F ELEV E GRADE NPI GRADE U. V- ■ ■ o cN o Right Elevation coC6 C6 co Eo SCALE: 1/4"=1'-0" CL u-4 R ppp oa�a D Due JOB NO. 05-131-0167 PORPOISE KEY SHEET TITLE SHEET FRONT AND RIGHT ELEVATIONS A2.4 L a o 0 0 EXTERIOR "' o ELEVATION NOTES [NOTE_EXTELEV] a 1. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. � � E� cn y O O > =— ui N BUILDER SHALL VERIFY AND COORDINATE E = - PER ACTUAL SITE CONDITIONS. Lo U .- O '% 2. PROVIDE ROOF AND SOFIFIT VENTS AS oo U 0 Uz o T, aE °a REQUIRED BY CODE AND MANUFACTURERS UCCA ca$o _ 12 SPECIFICATIONS. 8D a aC% ASPHALT SHINGLES(TYP) o to cb Q m o a -- - — p c; 4"FRET E(TYP) Q o w a o FF ELEV 9'-1 1/8" -- - 9'-1 1/8" F ELEV a a $$aa3 aao 0 4"TRIM (TYP) a LAP SIDING(TYP) ---�--- -- ------ O --12 "o^ n`. —8 Gi FF ELEV 0'-0" 0`-0" F ELEV PLT HGT 9'-1 1/8" AeLT HGT a� ti c N >M qOj E 'X,roQ �'rY t� -; .�l O O Lt- co co ECLd) ti ch �LCD ti ro cq t-` --� N N � 1 :�J, IL d 0. LL. 1 - 1 FF ELEVA', 0'-0" - - - -- - - - - - - - - ----- - - - - I 0'-0" F ELEV GRADE jjpRADE as -ne% ar Elevagafttlull- SCALE: 1/4"=l'-O" F AV-1 12 8 ASPHALT SHINGLES(TYP) 4" FRE(ZE(TYP) FF ELEV 9'-1 1!8" 9'-1 1/8" AkPLT HGT I'll-TRTM-77P Vey LAP SIDING(TYP) FF ELEV 0'-0" _ 0'-0" F ELEV PLT NGT 9'-1 118" �- - - - - - - - - - - - - - - - �� 9-1 1/8 LT HGT p e , 11"SQ. COL. _ 11"SQ. COL.(TYP) o 0 0 r a � o V p N p 0 N co FF ELEV a'-o" - - - - - - - - - - - - - - - - - - ' - - - - - - - - Q'-Q" F ELEVLt. M r C O GRADEoL GRADE oS v cnE o O mL a a u- a a a a Cacao O130 0 OODO JOB NO. 05-B9-0967'a AV d uLe%ft El tl Ir0 t: SCALE: 1/4"=1'-O" PORPOISE KEY SHEET TITLE SHEET REAR AND LEFT ELEVATIONS 5 13 onoao oa DODO uui i R W.Q 03 > aE 06�y n uoa $ ' $ caEa ca�°a S 4 0 ti ot C) c D W Lu co Edo n r5 G CIINI W V1 1 5 °O o ti ��N �G IXC O O LL mi-L � �•C ti 9 i W cV �j O Gj O� � O NAIL ROOF SHEATHING CIO) (PER STRUCTURAL) 12 IMPORTANT NOTE: REFER TO ROOF PLAN AND EAVE DETAILS FIBERGLASS SHINGLES OVER 30# VAIRES ON SHEET A2.3 FOR ROOF PITCHES FOR ALL FELT OVER 7/16" OSB BOARD OR 16" HOUSES 15/32" PWD SHEATHING. O.H. AIR BAFFLE BTW EA TRUSS STRAP FOR TRUSS ANCHORAGE (SEE STRUCTURAL) TO MAINTAIN 1/2" MIN AIR R-30 INSULATION AT CLG. SPACE FOR VENT con GALV. METAL DRIP 1/2- CEILING BD OR 5/8" G'01. BD TYP • EDGE SEALANT BEAD BEHIND MOUNTING FLANGE. WRAPPED ALUM. FASCIA OVER 2x8 2 N PERFORATED VINYL/ ALUM. SOFFIT FRIEZE s cld � VX. Cam f 8 s cn� 2 PROVIDE MID-WALL BLOCKING FLAT WISE 0 Z 1 JOINTS IN SHEATHING INSTALLATION SEQUENC NG: -- - 1. IN WATER SHEDDING FASHION STARTING AT THE BASE OF THE WALL AND WORKING TOWARDS THE 2x STUDS ® 16" 0C (MIN #2 SPF) TOP INSTALL THE NO To K FACE OF THE SIEA,MING. a Z APPLY SILL FLASHING FLASHING rn z 3. APPLY BEAD OF SEALANT AT BCCI(OF rANDOW FLANGE AND SET WINDOW USING PAN HEAD P.T. PLATE w/ ANCHOR O SCREWS'10 FACILITATE INSPECTION. BOLTS PER STRUCTURAL w 4. APPLY BEAD OF SEALANT AT SIDE JAMBS,EXTENDS X. 4" CONCRETE SLAB WITH Ed S.APPLY JAMB FLASHING 6"x6"x10/10 W.W.F. TYP. (3000 PSI. & APPLY BEAD OF SEALANT AT HEAD. (1) 5 CONT. FIBER MESH OPTIONAL). 7.APPLY HEAD FLASHING. indow a Detalul SLOPE GRADE AWAY �'" � '� C) &IaOW PREVIOUSLY APPLIED TPNH ALLOWING WRB TO LAY FLAT Ovm HEAD FLASHING. APPLY 2 ALL SIDES NEW SHEATHING TAPE OVER DIAGONAL,CUT. /I��\�� /� j 6 MIL VAPOR BARRIER TYPICAL FOOTING (MONOLITHIC OPT) SEE STRUCTURAL FOR SIZE &REINFORCING IMPORTANT: IT IS THE RESPONSIBILITY OF THE OWNER OR BUILDER TO SELECT PRODUCTS IN TYP � Story Wall Section COMPLIANCE W9TH APPUCABLE LAWS AND BUILDING CODES. DO NOT USE MURIATIC ACID ON HOMES AFTER INSTALLING THIS WINDOW. 7HE3 ACID MAY DESTROY THE CCXL SPRING BALANCE SYSTEM. WINDOWS WILL NOT BE: SCALE: 1/2"=V-0" UNDER WARRANTY IF EXPOSED TO MURIATIC ACID. DO NOT LAY WINDOWS FLAIL'OR STORE IN SUN BEFORE INSTALLING. ALL WARRANTIES NULL AND VOID IF ANY VERTICAL HOLES ARE PUT INTO WINDOW SILL AREA OF ANY WINDOW. D O Window Flashing Detail ti ALE: 1H=1•—0u r U. M co O DE8 o0= a LL a aa� on sago JOB NO, 06-B1-0167 PORPOISE KEY SHEET TITLE SHEET DETAILS A 2..� n ot�i o � m o Z Es m CL � Cc� y , ui �i m ac c nyi fl•Tv L6 c �� E >si 8 ui E� r'o $Tam Q -M La 8 I- � v co iiz88aEB' 13 all 0 4 r`- co orRi O W E2 Ix °o�aaMIA MmmLall 0 rn s, 0 S (�NAN W N Q�} �W QJ � O O LL m LL C�ti 1'-0" -9 m co mo N TRUSSES TO BE 0) DESIGNED BY bi OTHERS ASPHALT SHINGLES o o (. a. CATHEDRAL CEILING 91-11/81$ PLT HGT 12 IV �6 Q ® 12 BEDROOM 2 8 a VAULT CEILING TO SECOND LEVEL PLT HIaT I (212 x 4 TOP PLATES 8"SQUARE FRAMED COLFF ELEV .TO CEILING 0-0" � _ _ _ _ _ _ _ _ _ _ _ _ — ' a 91-11/80 PLT HGT cd 12"HEADER NOOK a KITCHEN OFF CE/DEN 1313 � V: 3-1/2 R-11 MIN. UNFACED aa FIBERGLASS atwa s� !ww r 0'-0" FF ELEV _ � •-. • r•.• .t r • •. =•• .•• ei, •• r.•- • i .!. .r r�i• '•• 'C w, • r,s r.: • �• i• —`..'�T' _ _ ..�..�– ` 4"CONC.SLAB w/6x6 NO. 10 WWM OR FIBERMESH. REINF OVER '• VAPOR BARRIER OVER CLEAN COMPACTED TREATED FILL GRADE Buioldmin Sectoion SCALE: 1/4"=l'—O" w U) Q c 0 v� E o a ^ N U M `- O a N fn'E C aU.a 8 cc a°a JOB N4. 05-81-0167 0 PORPOISE KEY SHEET TITLE SHEET BUILDING SECTION A2,7 L o " to•" y "a 2 c �CE, €_8 g �? 8 8 a�.8 aa� co i Q 1Q� CD O Q e'+ Q DOUBLE TOP PLATE ° W0 DOUBLE 2x14 HEADER L Cal 21.91 1.911 � 9' TOP OF WINDOW �1 �_- $0 AFF fV 1 X 4 _ =, -= =, o o GLASS BLOCK WINDOW _ �- �- °° 2 X 4 _ 2x4 SILL 40.5" h KNEEWALL @ 300 CULTURED MARBLE SILL _ 3 REMOVE AS NECESSARY _ d- ^• r` 1/2" PLYWOOD w/ 1x6 CAP b N N FOR ELECTRICAL OUTLET o 0 0 � o 0 0 0 ® 1 L �� 1/2" DRYWALL 7 m _ ' a- X. 2x4 LEDGER TILE m 40.5" �- :. 6"TILE SURROUND N_ L �� iv r, C' 2x4 BLOCKING ' n c 0 2X4 21_311 11-6" 21-311 Lo 21_911 util I it 40 . 5" 3/,V PT Kneewall Bdth 3 Bath 2 PLYWOOD "_ $— " ALE: 1 2"=1'-0" _ SCALE. 1/2 —1 0 �\�\ 19 2-Q s� SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0" / � \j Master Bath- SCALE: 1/2"=1'-0" cis 31-31f21.0, 31-0" 2!_6" 31.0„ 2' 0" r —_ _— _ _ --� I I a I I - o ' o000 LL M I ! M 1 I I � Q � I I mcg >i a � u ao89 1_021.08 31.011 11_61f 1-0 1'-Q" 3-011 1.,-V112-63.V JOB NO. 05-81-0167 PORPOISE KEY Kitchen :%eNjva i0i)s SHEET TITLE SKEET SCALE: 1/2"=1'-0" INTERIOR ELEVATIONS A2,8 v ELECTRICAL KEY r Z [NOW-MCSYM] i m o o �$ E SINGLE POLE OUTLET CD C5 fa DUPLEX CONVENIENCE OUTLET am" � m a w fCc DUPLEX OUTLET ABOVE COUNTER A to to o yyP WEATHERPROOF DUPLEX OUTLET a o N tl ° t:CCGFl GROUND-FAULT CIRCUIT-INTERRUPTER �� 0 3:R gy DUPLEX OUTLET s . ' _ 200 AMP METER BASE 200 AMP MAIN BREAKER _ g! CDC HALF-SWITCHED DUPLEX OUTLET I E.0 8 ® SPECIAL PURPOSE OUTLET/JUNCTION BOX p Cal 1�1: DUPLEX OUTLET IN FLOOR egg �*220V 220 VOLT OUTLET ® GARAGE DOOR OPENER La I L ' 4/0 ALUM-; SERVICE CABLE 4 WIRE 0 ® OVERHEAD DUPLEX -; �•v-- WALL SWITCH ? 4 HB f I / n to F`9 PANEL 1 220 AMP �•`3 THREE-WAY SWITCH o c� FOUR-WAY SWITCH CATHEDRAL CATHEDRAL / M.L.O. '4 o w 40 CIRCUIT R RHEOSTAT SWITCH > CID /-'�'✓� ( PANEL �-•DM DIMMER SWITCH � a / I © REINFORCED JUNCTION BOX ppp°p �R G4GO �I I - / #4 RESAR _ ALUM SERVICE CABLE 4 WIRE `{ LG�HT CEILING MOUNTED INCANDESCENT � 1 Fault � - IN SLAB 4/0 Ar WP I w, t..- } WALL MOUNTED INCANDESCENT I DDC10 #4 AWG CU GND IGH FIXTURE GROUND RECESSED INCANDESCENT LIGHT FIXTURE BRACE FOR CHANDELIER I BOND TO SERVICE �'" "" RECESSED ADJUSTABLE EYEBALL DDC ,, _.. INCANDESCENT LIGHT FIXTURE DELECTRICAL RISER DlAGRA � INCANDESCENT UGH'T FIXTURECATHED - CATHEDRAL �PC �---• ¶� NO SCALE WITH PULL CHAIN CARPET I f-� EXIT LIGHT f / I N 01 EMERGENCY LIGHT Q / I FLUORESCENT LIGHT FIXTURE Arc Fault ( c FLUORESCENT' LIGHT FIXTURE � GFI _� __ —._... _ SD_t_ _, _._. ._ —_ __ WITH PULL CHAIN N co C11 CH t� LIS`n` --�-- -----_� -� TRACK LIGHT -- r� pec Fault t (a EXHAUST FAN (VENT TO EXTERIOR) t I �C�Ft EXHAUST FANAIGHT COMBINATION -- L I (VENT TO EXTERIOR) 0 0 r / Aco cz: rc F Pit Arc Faulf --- -- — —---- 0 — I t t EXHAUST FAN WITH HEAT LAMP Fi' I o (VENT TO EXTERIOR) m� O CHIMES c�o t PUSHBUTTON SWITCH 2 6 ---- aunt . IGFI Soall C F t CARPET TILE r VP sn PB SMOKE DETECTOR o a°a \.. aunt � GFI rc F Ha HEAT DETECTOR 01 \� !i _ _ — DDC Q CO2 DETECTOR M — — _......—.�.._._... _..,_ ._._ �•— �. ._._. ..._...._ _....��-�-L ._..r-- �. t Q THERMOSTAT t $ SPEAKER DDC Q �a VP t t b PHONE (1-CAT3) ``—.. w , o -- d�3 � / � � H DDC (1-CAT5, 1--R�G6) " /rte._. _ ,�' Mlx MDC (2-CATS, 2-RG6) 4 ELECTRIC METER CEILING FAN PREWIRE t (PROVIDE ADEQUATE SUPPORT) I L__ � - 1 t I O N 7 !S S I I t CEILING FAN LIGHT PREIMRE SECURITY � � .4 P R IS � --- a i B OM 16' (PROVIDE ADEQUATE SUPPORT) --—---- t— -- sa �`'\ DDC HB ---- ELECTRICAL NATES. •- i PB ELEC. PANE C ; WH I (Nati�C7Wj PROVIDE AND INSTALL LOCALLY DDC 1• CERTIFIED SMOKE G R AS REQUIRED BY NATIONAL FIRE 1 � � � � PROTECTION ASSOCIATION (;NEPA) AND MEETING DDC FRONTARADISCONNECTS MUST FORA As36' 6 ISD I THE REQUIREMENTS OF ALL. GOVERNING CODES I 20 I 4 PROVIDE AND INSTALL GROUND FAULT / PB ZI: ti t i 2• CIRCUIT INTERRUPTERS (GFT) AS REQUIRED BY I DDC �`'�-•' - ; t --- NATIONAL ELECTRIC CODE ((NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED J3• DIRECT HOOK-UPS/CUTOFF`S. L W t HVAC CONTRACTOR TO VERIFY THERMOSTAT --- -------- 4. LOCATIONS. a t FOR GA GE� -- t ALL ELECTRICAL AND MECHANICAL EQUPMENT I.E. DOOR O ENER � �- --— ---_- �..� 5 ( t DDC t , FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN I t E SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION t DUE TO FIELD CONDITIONS. t I 1 -�~ ELECTRICAL DEVICES: N� DISHED FLOOR- SWITCHES t I t OVER COUNTER. . . . . . . . . .48' TO CL ❑ __ I o WALL OUTLET'S OVER COUNTER . . . . . . .48" TO CL t VP REMAINING SWITCHES . . . . . . . . . . . .48' TO CL I i DDC WALL OUTLETS. . . . . . . . . . . . . . . .16" TO CL i t BATH VANITY BRACKET OUTLET 1,2 a t (1" ABOVE TOP OF MIRROR). . . . . .Be TO CL ° -- - - - - ---_ - !0 t w G i + WATER SOFTENER AND SUMP OUTLETS 48 TO CL TELEPHONE OUTLETS. . . . . . . . . . . . .16" TO CL _ TELEVISION OUTLETS. . . . . . . . . . . . .16' TO CL EXERIOR GFI OUTLETS. . . . . . . . . . . .16" TO CL GARAGE GFl (ABOVE GARAGE FLOOR) 48" TO CL .a Q a'' i \\ // FRONT DOOR COACH LIGHT. . . . . . . . . Be TO CL \ / GARAGE DOOR COACH LIGHT, (ABOVE GARAGE FLOOR) . . . . . . .84 TO CL ° v ° . . •' .- \v/ �- DINING AND BREAKFAST FIXTURE . . . . .64" TO BTM c D OF FIXTURE 0 a a °: a 4 • o FOYER AND STAIRWAY FIXTURE . . . . . .96' TO BTM G• v econ o Electrical OF FIXTURE a �d THERMOSTAT. . . . . . . . . . . . . . . . .54 TO CL o, a ° d v° . a �a ° a v SCALE: 1l4"=�'-O" DOORBELL CHIMES. . . . . . . . . . . . . .84' TO CL ti ° a e 4 4i' ° a 4 ° DOORBELL BUTTON. . . . . . . . . . . . . .LEVEL W/ ' 4 •• • - a ' a'v t Q �• a v ' '• DR HANDLE KITCHENW G MICROWAVE ALL NUN MI �. $• . e °' °. ° v OUTLET . . . . . . . . . . . . . . . . . .76' TO CL ate. i °? v-° a va. E DISHWASHER ACLE . . .UNDER SINK �- °: KITCHEN RECEPT a a y a v o• a ° ° d°• v a q' ° v ARC FAULTS T BE KITCHEN RANGE . . . . . . . . . . . . . . .24� T4 CL x A4 KITCHEN REFRIGERATOR. . . . . . . . . . .48 TO CL '� c ' ° v •' " WASHER/DRYER OUTLET. . . , . . . . . . .48" TO CL IL dlid USED IN ALL CA BEDROOMS JOB NO. 05_B,_0167 g CL = CENTER LINE 1 = FIELD VERIFY PORPOISE KEY 2 = MASTER BATH STANDARD 30" HIGH Y&NITY TO BE RAJSED 4' MainFloorElectr'ica SHEET TITLE SHEET SCALE: 1/4"=V-0" ELECTRICAL PLAN E1 . 1 LOT 41 PARADISE PRESERVE LANDSCAPE PLAN DRAWN BY: 4D LANDSCAPE PLAN IS TO BE USED FOR APROXIMATE LOCATION OF PLANTS DO NOT USE LANDSCAPE PLAN FOR HOUSE PLACEMENT R�� SCALE: 3/32"=l' REFER TO OFFICIAL SITE PLAN — — -- ---- --- ---- c/) C0 D omoo o :1> M m � Dtn DDM � mm r%*4,) �I W O Can43 4=> F-9 Cn D sm cn the lob m " o 0 m 0 e cii Li FTJ � c o � FTJ i H� d�B OUNVlIV J0 AIIJ 3HI aOJ IN3AASV3 SS333 'V A3N39a3A--J , OL � U Z 5 0 0 0 0 = LLJ V oV) _j LID UT_ O w LO i L.1 X w J Lv g, 7' 3 7, Q Z N (nj _j- C) � o' o FACE OF B3 BACK OF G2 BACK OF H1 FACE OF A4 Z Q o =_ _ 4' 7'10"1 4,7„ 5,9„ 9, Oa �- I- Cn :.<<. � o ® o � 5 6'11" °'/1 7' Z a N af w Lou Pontigo and 3 w _jI- 14'9" 28' 7' oo . v Z 3 Associates, Inc, 3' '0"1 _j 00 0 0 0 0 o w Cr OI 496 Osceola Avenue M 4'0"1 3 7 Q Q U__j � - o tr z Jax. Beach, Florida 32250 � CO CO N tD Q LJ Q 0j _jIr- Ph.242-0908 Fax.241-9557 M� CU lI) c�Or IL CL) �r p I © ~ X CA #8344 1'1 8 3!4„O w _ Q - �L Q �L _17 �L N N N N �� w U U U 1 iJ p E U CONTACT US WITH YOUR COMMENTS w COMMENTSC�LP-A.COM 3 4 8 3,4"8 3,4„g z 1 �, � CJ1 = Z BEAM 1 [ M T A K Fd11F,� u,9 v I w M = 0 0 0 0 1,-- TO - Q r r r , r TO FACE BM2 O BACK nXr A4 GIR 3 F2 = �' CJ J a o0 0, o (n 43 W TO BACK OF B3 GIR �nj m o � CO w o Q � U z �- L LL L iC7 3 ~ o 0 o O O= M Q Q u7 d �P In J 2 o o 3_ v J3L. z (0 � Zw ►I m co O J c� cN cN �� VALID ONLY WHEN BEAM 3 K 8 U J 4 Z Q v cv o SIGNATURE 15 IN BLUE INK Q Q 0 Q oI oI o Of m w AND RAISED SEAL r r r r 4 V I� Q� [L U w = = Q 4�9 + K7 /15 w = cn Oa- V) � 0 co o~ Lnn �� J M ` K6 ~ J o qt® � (D , (,() REVISIONS BY T ❑ F 8 '9 LL d-.. Q Li Q x x x © �cn w �' O N o0 wJI- O w N N x � QO W W N �. .� OI N ZCD Z:z � K5 � C) in U-1 1 tet- (� � (� � �I o-I �I � 0 K 4 Z O � o © o �., o 10 CU � LIJQ J -J V) N N N Q W Q © = 9'1"2 PLT HGHT Q z J o I z � J a O � © N © `- X � � K3 z L p O= _ X .-, co ow w ® = 10'6"10 PLT HGHT `-'Cb cbU_z L10 `w N v N v 0Ul F 2 m E (n zw p = 11'3"13 PLT HGHT `-' K2 0 `0 n ctl Q V m = c) o 0 o I=- Q W W W W W W Q J x I_ I I 1 1 w � Z z � o© °' O N v,�- - Q � F1 o J U CD KI % �t = w o� 1 0 w Z /" ' W Z o of L-Z E) U Z C� U U Z J CTI K1 GE J J 0 a o o Ldm J V) �J Z � U CO c.0 TD JOf LL. Lj0 Z Q d © CO c0 U = = U Q O Ctf Oa N N O O~ V 3' z:tC7 i u i u i n (' Z N �I �ILO 9,4„ 32,3„ 8/4„ 7,2„ j 6 )2/3/43 1 4 Z z Q v O O ® v)� _ �) Cl� g N OI U U Ox Z QLij O 1 DO NOT CUT OR ALTER TRUSSES, UNLESS MANNI [IG BLDG , SUPPLIES 1. DO NOT CUT OR ALTER TRUSSES, UNLESS BACK O� E6 - o oN o 0 N 01 Joo APPROVED BY TRUSS OFFICE � � APPROVED �Y TRUSS OFFICEQ o o-� ; N N m W J W 2, VERIFY ALL SPANS AND AMOUNTS, AS 2, VERIFY A B / IP PITCH 2411 OH S W � 01 © N N © ox a- CD TRUSSES WILL BE BUILT IN STRICT 11155 PHILLIPS PKWAY PH# 268-8225 ALL SPANS AND AMOUNTS, AS m w w= X N N www AX. FLA, 32 TRUSSES WILL BE BUILT IN STRICT _ _ o z N �- `- N V)oV) COO) C,L, ACCORDANCE WITH THIS LAYOUT J L 256 J ❑ B J 0 6 ❑ 018 J z �,0 HAR ALLOWED, UNLESS APPROVED ACCORDANCE WITH THIS LAYOUT 0 U _ 3, NO BACKC GES L 3. NO BACKCH>^ GES ALL❑WED, UNLESS APPROVED CU ST ❑ MER BESTC ❑ N INC ZJ = 0 0 0 0Y TR P ANT MANAGER16flI IIN WRITING B USS L DEEP SY42 TRUSSES J � � ^I ^I � _ wa IN WRITING BY TRUSS PLANT MANAGER W N (n W BMJ - O6 - LOC : L ❑ T 41 PARADISE PRESERVE �- <4. APPROVED BYJ ❑ 0018F- X pa CUST1] MER : BESTC11NINC . APPROVED BV DESIGNER : PHILIP SHOEMIAKER WI CQ Z tj Lj Z APPROVAL DATE L11C ; LOT � 1 PARA PRESERVE � W � 0 0 0� DISE APPROVAL DATE z 9 ' 1 '2 PLT HGHT m � LO o� Q DEL DATE DESIGNER : PHILIP SHOEMAKER z J w (0 ( ZJ . DEL, DATE Q- X x wmw ILL. O O N N = 10 ' 6 " 10 PLT HGHT Z 0 � " �Jo o� Q l 0 0 of � w MANNING BLDG , SUPPLIES F 11 ' 3 " 13 PLT HGHT z ° ° LO (n SHEET INDEX 11155 PHILLIPS PKWAY PH# 268-8225 00 LL)Q N, N °° w _j _ 1 { 7 " PLT HGHT (A `� v pI N z < O SO.0-TRUSS PLACEMENT JAX. FLA. 32256 0 wI �\ 0 OI O) N OI J o 0 S1.0-FOUNDATION PLAN -' N N © iy <0-1 Q S1.1-FIRST FLOOR PLAN FIRST FLOOR TRUSS PLACEMENT PLAN SECOND FLOOR TRUSS PLACEMENT PLAN . O I @ N @ XQ_ p � � co o w G + SCALE: N.T.S. SCALE: N.T.S. N N NLd(if S1.2-SECOND FLOOR PLAN Z U' Lno Li LL S2.0-GENERAL SPECS. _ = o 0 0l o Q S2.1-STD. FRAMING DETAILS w w J O N V)11 err PRE-ENGINEERED TRUSS NOTES MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. BRACING NOTES AND SPECIFICATIONS 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, EXEPT H3 HURRICANE CLIP @ EA. COMPONENTS AND CLADDING: COMPLY WITH NEPA, TPI, AND AITC 100. FOR T-BRACE SHALL BE 1x4 SYP#3 PROVIDE BLOCKING FOR X-BRACE SPACING S004AIIC • OR BETTER OR 2x4 SPF#2 OR BETTER. ROOF DECK ® RIDGE. OUTLOOKER TO TRUSS. 2x4 SYP#2 OUTLOOKERS Do not scale dimensions from these @ 24" O.C. NOTE A drawings.If a dimension is unclear (LION) 4-12d TOE NAILS (TYP.) F DESIGN CODE: THE 2004 FLORIDA BUILDING RESIDENTAIL CODE & ASCE 7-02 refer to the Architectural drawings or CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS ( ) INSTALLED AT ALL TRUSSES AS INDICATED IN THE TRUSS SHOP to - BASIC WIND SPEED ----------------- 120 MPH contact the E.O.R. DRAWINGS. (1)DIAGONAL BRACE PER 2.)BRACING LUMBER SHALL INTERSECT ---- - IMPORTANCE FACTOR ---------------- 1.00 (4) TRUSSES APPLIED I°I THE WEB OF THE BRACED TRUSS, PER I ` I PROVIDE 2x4 SYP#2 UPRIGHT r 't - - -% MEAN ROOF HEIGHT ------- ------- -- 24.0 FT TO BACKSIDE OF WEB. DELEGATED TRUSS ENGINEER. FROM TOP TO BOT. CHORE OF - .%, - -, - -k- - ROOF PITCH------------------ -- 8/12 ALL TRUSS-TO-TRUSS CONNECTIONS SHALL BE PROVIDED BY I°I TRUSS @ EA. X-BRACE DELEGATED TRUSS ENGINEER. I I - -- - '- BUILDING CATEGORY -------------- -- II SUBDIVISION 3.)PERMANENT PERMANENT BRACING I (IF VERT. IS NOT PRESENT) EXPOSURE CATEGORY ------------- -- C PARADISE PRESERVE ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER BRACING APPLIED TO WHERE NOTED ON TRUSS MFR. SHOP I 3-12d ® ( �I 4 MIN, W/2 ENCLOSURE CLASSIFICATION ------------- PART. ENCLOSED FRONT SIDE OF WEBS. I i DRAWINGS. THE CONTRACTOR SHALL EA. VERT. ' I 2x4 SYP#2 DIAGONAL. OMIT THIS W INTERNAL PRESSURE COEFFICIENT ---------- t .55 LOT UNIT BLOCK 'COMMENTARY' AND RECOMMENDATION FOR HANDLING, INSTALLING 1°I PROVIDE 1x4 SYP#3 OR BETTER ( (TYP.) I �� I BRACE WHEN VERTICAL HEIGHT 41 & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." BOTTOM CHORD BRACING . ° ° I I 2kyr OF TRUSS AT BRACING I-C^ATI ON S CUSTOMER PLAN NAME T-BRACE FASTENED TO ° PERPENDICULAR TO TRUSS BOTTOM I I SYp IS LESS THAN 40". COMPONENTS & CLADDING DESIGN PRESSURES (PSF) FOR STRUCTURES DESIGNED AS PARTIALLY ENCLOSED, TRUSS I 1 ADDITIONAL BRACES AS REQ D. WEB w/ 12d @ 6 O.C. CHORDS AND ATTACHED TO EACH � EQUALLY SPACED w SPACING I I O/ / TRIBUTARY INTERIOR EDGE STRIP: BESTCON HOMES ENGINEER TO PROVIDE SPACING REQUIREMENTS FOR BOTTOM T-BRACE TO BE THE TRUS WITH 2-8d COMMON NAILS. AT � SAME SIZE, SPECIES, 1°1 GABLE END WALLS PROVIDE DIAGONALS I �COti „ „ OF 5'-8" MAX. AREA (sf) ZONE 'a' = 4'-0" DESIGN/DRAWN/CHECKED CHORD BRACING OF THE TRUSS WITHOUT USE OF RIGID CEILING '�( 0.131x3 TOE NAILS ® 8 O.C. CONTINUOUS LATERAL BRACING, SEE AND GRADE AS WEB 1°I AT END WALLS PROVIDE DIAGONALS I I FROM BOT. CHORD OF TRUSS 10 +49.3 -52.4 +49.3 -62.0 A08 AG LAP DIAPHRAGM. TRUSS SHOP DRAWING FOR QTY. AND TO BE BRACED. i 1 (APPROXIMATELY 45%) TO THE TO DBL. TOP PLATE WALL SHEATHING UP DATE BY SIGNING AND SEALING THIS TRUSS LAYOUT, THE ENGINEER OF LOCATION. I� MORE THAN (1) LATERAL 1°1 ADJACENT EXTERIOR PERPENDICULAR GABLE END TRUSS. 04.06.06 50 +45.4 -48.5 +45.4 -54.1 BRACE IS NEEDED, OVERLAP BRACE WALL BETWEEN EACH LINE OF BRACING 2-0.131x3" EA. END RECORD (EOR) MAKES NO CLAIMS REGARDING THE COMPONENT AS SHOWN. I°I TO FORM A ZIGZAG PATTERN ALL S►MPSON LSTA12 @ 24" O.C. I "1 12" LONG 2x4 BLOCKING 100 +43.7 -46.8 +43.7 -50.7 SCALE DESIGN THAT WERE PREPARED BY THE DELEGATED ENGINEER CONSTRUCTED OF THE SAME BRACING 2x4 SYP#2 BLOCKING ® 24"O.C. ATTACH \ WITH 4-10d TOE-NAILED AS NOTED (TRUSS DESIGN ENGINEER) TO ACHIEVE THE FRAMING DEPICTED MATERIAL. THIS REQUIRMENT IS NOT LATERAL BRACE w/16d @ 4"O.C. (INTO DBL. TOP PLATE, CTR'D 1. THESE PRESSURES REPRESENT THE NET PRESSURE (SUM OF EXTERNAL & INTERNAL NECESSARY AT HIP ROOFS. ALSO 2x4 SYN#2 BLOCKING AS CEILING PRESSUPF-S), APPEIEO NORMAL'n`lL4,�L S�SlIF ACES. ouB NO. ' ON THIS SHEET. THE EOR DOES NOT CLAIM THE WORK CONTAINED ON THREADED ROD. ALONG EXTERIOR WALLS PARALLEL TO 2X4X8 SYP#2 LATERAL BRACE EA. NAILER (NOT CONTINUOUS) AT TACH \ / 2. LINEAR INTERPOLATION BETWEEN VALUES OF TRIBUTARY AREA IS PERMISSIBLE. 060018 ON THESE TRUSS LAYOUTS AS HIS OWN. THE EOR CERTIFIES BOTTOM CHORD BRACING PROVIDE / 3. PLUS AND MINUS SIGNS SIGNIFY PRESSURE ACTING TOWARD & AWAY FROM THE AND BEARING X-BRACE w/ 3-16d INTO EA. TRUSS. w/ 0.131x3 @ F.;'O.C. STAG. EXTERIOR WALL SURFACE. THAT THE TRUSS AND BEAM SPAN DIRECTIONS, DIAGONALS IN THE END SPACE THREADED ROD TO EXTEND 4. ALL COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH SHEET WALL LOCATIONS ARE THOSE WHICH THE SUPPORTING STRUCTURE BETWEEN THE WALL AND THE FIRST OVER 2x4 BLOCKING AND POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. WERE DESIGNED TO CARRY. DUTIES DELEGATED TO THE TRUSS 1 PERMANENT TRUSS BRACING LINE OF BOTTOM CHORD BRACING ATA 2 GABLE END BRACING GABLE TRUSS BOTTOM CHORD 5. COMPONENT & CLADDING ELEMENTS WITHIN A DISTANCE 'a' FROM OUTSIDE DESIGN ENGINEER EXPLICITLY NOT COVERED BY THIS SEAL MAXIMUM SPACING OF 20 FEET. FASTEN PER SPECIFICATION. CORNERS OF THE BUILDING SHALL BE DESIGNED FOR THE EDGE STRIP PRESSURES. INCLUDE COMPONENTS INDIVIDUAL TRUSS DESIGN TRUSS TO S0.0 SCALE: N.T.S. PLATFORM FRAMING DETAIL OTHERWISE. USE INTERIOR ZONE PRESSURES. ( ) SO.O THREADED ROD 6. DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE TRUSS CONNECTIONS, AND TRUSS TO TRUSS LOADING. SEE KEYED NOTE 2, ON PLAN FOR BALLOON APPLICATION AT GABLE END RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET THE FRAMED GABLE END INFORMATION ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SHEET 1 OF 6 1 Lou Pontigo and ♦ a Associates, Incs 496 Osceola Avenue Jax. Beach,Florida 32250 Ph.242-0908 Fax.241-9557 CA# 8344 WYOUR COnCO� MENTSWLP-A. CURB 1 1 _- S1.0 S1 .0 i r ^fir ;r---------------,� ----- - ---__ --- --- -�- -- - - - -- -- - CURB F 2.5 51.0 VALID ONLY WHEN F2.5 SI NAT � G URE IS IN BLUE INK AND RAISED SEAL I -5" 5 -0 4 -7 I i ( ;� I - - 1 A --- - -1 --- I REVISIONS BY CD ,6 B r- I r p . 'I 68 I 4B - , i I I ! S1.0 �-o S1.0 ( : I, 1 I 3 I � � y I� S1.0 SIM F2.0 SIMPSON PA51 STRAP ANCHOR - -- - RB - -- � EMBEDDED IN WALL FTG. EA. OF N� s Q J 1j i ' GARAGE OPENING SEE 6/S2.1. TYP.- -' 7 - �.O i f-- 8„ ---- 1 CURB �` F2.0 � j LI S1.0 ._J 51.0 I „ -- - - - it I 4 CONCRE E SLAB w/ F2.5 ( ; ( I SEE 6/S2.1 FOR � I FIBERMESH @ 1.5 LBS CU.YD. ( I I I I GARAGE WING WALL h I of CONCRETE OR 6x6 W1.4xW1.'4--_ -=1 r , ( ) FOOTING SCHEDULE AND NOTES �; I; , � DETAIL TYP. C) WWF ON 6M[L- ;VAPOR- BARRIER ; I • I I N PREPARED GRADE`:_� _�t !�' '-�-_ -�=- -; °' I �� _----�=-I I i,s I I CURB TYPE LENGTH WIDTH DEPTH BOTTOM BARS . . � ---- - - - 3- T. i F 2 0 1 0 #5 EA WAY BOT. F2.5 2,_6„ 2,_6„ 1,_ 3- 5 EA. WAY I ---_---. I 0 # BOT. I IF ' I ``� I 1 F3.0 3'-0" 3'-0" 1'-0" 3- 5 EA. WAY BOT. I 3 -6 14 -6 I I s1.o „ J I 6 I i F3.5 3'-6" 30-619 1 -0 4-#5 EA. WAY BOT, - - - J w I I S1.O ,�'------ ---- - -- --------------------I ___. ----- - ----J -0" 4$-Opp it-Opp 4-#5 EA. WAY BOT. ® F 4 0 4' L I I F4 4 -6 1'-0" 4-#5 EA. WAY BOT. 5 ,_6„ 4' 0 I I SLIDING GLASS DOOR ------------- U) 7 i I ' $ 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. w S1.0 I FRAMES MUST BE RECESSEDK�6 , RELATED TO THE FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS � I SEE ARCHITECTURAL PLANS I S1.0 I � , I I ( I FOR LOCATON OF SLIDING o0 I I 7 ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY L I I I GLASS DOORS. - i V-O 2. FTGS. & FND. SHALL BE INA IR AN- CCO D CE w/FBC-R CHAPTER 4, 3. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY L-_=_-- -1---- -__----- --- = -------- ----_----==. I - - r -- - - --- -- - ----- - SUITABLE SUBSURFACE CONDITIONS. L74 4. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A U) MINIMUM OF 95% MODIFIED PROCTOR IN ACCORDANCE WITHASTM D1557. 4 P.T. SYP#2 4x4 P.T. SYP#2 5. MINIMUM CONCRETE COVER FOR REEINFORCING SHALL BE 3" IN ST, TYPICAL. POST, TYPICAL. FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. (2 PLACES) 1 (4 PLACES S1.0 CONTINUOUS 8" Q U-BLOCK BOIN BEAM w/1-#,5 CONT. 8" CMU WALL. w f `o #50 48" O.C. IN GROUT FILLED) C S. , SLAB ON GRADE, SEE PLAN. SO.0-TRUSS PLACEMENT GRA r NN� \\/\\ ��`� GRADE S1.0-FOUNDATION PLAN FOUNDATION PLAN //\ 8 S1.1-FIRST FLOOR PLAN SCALE: 3/16 = 10-01) s ° d ° .4 TYPICAL THICKENED S1.2-SECOND FLOOR PLAN a a STEMWALL t'SOTING, SLAB, SEE f ti z DETAIL 48/S1.0. S2.0-GENERAL SPECS. STEM WA • VE --i ON MONOLITHIC VERSION S2.1-STD. FRAMING DETAILS AT t TRACTOR OPTION, EITHER VERSION MAY BE USED .8 A/C SCREEN WALL i 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 i CORNER BARS 3' EA. SIDE AND ANCHORAGE PER 1#4 EXTENDED Do not scale dimensions from these PER CONSTRUCTION SPECS. OF RECESS. TYPICAL CONSTRUCTION SPECS. CORNER BARS (TYPICAL) \ / \ (TYPICAL) TYPICAL WALL FRAMING STEP, 3' EACH SIDE drawings.If a dimension is unclear 1#5 CONTINUOUS, PROVIDE I I 2-#5 CONT. AND ANCHORAGE PEROF RECESS. refer to the Architectural drawings or SEE ARCH. contact the E.O.R. (TYPICAL) 5 i TYPICAL WALL FRAMING CONSTRUCTION SPECS. � (TYP,) ° I CORNER BARS TYPICAL AND ANCHORAGE- PER SLAB ON DRILL & EPDXY #4 18" O.C. BRICK VENEER IS X 1 _� r z GRADPE, ,� a° °� STEP, SEE ° ACCEPTABLE WITHOUT a MONO SLAB FOOTING AT PORCHES CONSTRUCTIO, "'�tcS. & BEND DOWN INTO STAIR. INCREASE OF FOOTING �� ° WHEN SPECIFIED ON PLAN. S.. \ Y ° EE LAN. ? ARCH. T. c R \!\ \ 4 - f� 1-#5 CONT., PROVIDE / SIZE. GARAGE CURB DETAIL "�; \/� ° ° f CORNER BARS (TYP.) �;� SEE 613/S1,0 ° •° a (6" MAX.) EQUAL TO SLAB CONC, STAIRS SUBDIVISION e N SLAB ON GRADE, �� \ THICKNESS. / / SECONDARY POUR PARADISE PRESERVE TOP OF FOOTING / ° / SEE PLAN. ';., i " SEE ARCH PLAN SLAB ON 8 x16 1-STORY, w/(2)#5 CONT, \�//\ o . GARAGE �@ DETAIL �j SLAB ON 6A @ CURB 6B ® SLAB RECESS \ \ #40 18 O.C. LOT UNIT BLOCK \/� GRADE, 8"x20" 2-STORY, w/(2)#5 CONT. 5 4�:� Al a GRADE, DOWELS BEND 41 8 CMU STEMWALL w/ GRADE OR CON C. ��j AT WALLS GREATER THEN SEE PLAN. L ° ° SEE PLAN. INTO STAIRS. SLAB, SEE PLAN. �/ / :,- �;%\�, MONO. FTG;. ° / -�-.- ./ -- �;✓ /� �\ \�/ 4 -0 HIGH, NOTIFY E.O.R. o z / "� \ / ^ DEPTH IS. a. j\�\ BRICK VENEER IS #5 VERT. HOOKED� INTO a �,� CUSTOMER PLAN NAME N / '� 3 BEARING AT INTERIOR FROM LOW' / / / % . / / y/\y'C\�/ TYPICAL WALL FRAMING ACCEPTABLE WITHOUT FOOTING ® 40 O.C. \ g 4 MIN. BESTCON HOMES FOR TEMPORARY BRACING / V`\ �� / /\/ �\ '• AND ANCHORAGE PER INCREASE OF FOOTING BEND 2'-0" INTO SLAB a e \ \ �\i; LAYOUT PLAN, iv \\� m �a j'\\j�, ALT. FOOTING AT �-oSL B. v \A� \STEMWALL REINFORCEMENT / / /�� BUILDERS DISCRETION. /�\\\� SHOWER PAN, SEE ARCH CONSTRUCTION SPECS. (TYP) GRADE SIZE. a a DESIGN/DRAWN/CHECKED CMU �\ °a BRICKVENEER, ARCH ,: �` \ \ \\/ PLAN. MAINTAIN 4" MIN. SLAB THICKNESS. STEP, SEE ARCH. PLAN. REINFORCING (V a ° _ " /-/\� \�\/� � SLAB ON e \//\ DATE COURSES \� #4 DOWEL TO MATCH �\ 12 1-STORY, w/(2)##4 CONT. 1#5 CONT. z_ \/ �\ 9° a GRADE, " e • WALL REINFORCING. v� , I �'� ,�,1\ ° 1 TO 6 #4 VERT. ® 48'O.C. /�... 16 2-STORY, w/(3)#4 CONT. ° ° 9 GRADE, FOR MONOLITHIC OPTION SEE 2 S1.0 -� / - / .. / /\ SEE PLAN. ( a 04,06.06 ! /' �y':: 7 TO 10 4 VERT. ® 24 O.C. / CONT. CONCRETE FOOTING \ ' " ��. +° / OR / �; • a ° . /�% �- -- -i --- -� - d-•- SCALE # ' 20 3-STORY w/(3)#5 CONT. ° . / SEE PLAN. N a " e � ° �, / / Xi AS NOTED 11 TO 12 #4 VERT. 0 8 O.C. 8»x16" 1-STORY, w/(2)#4 CONT. 00 �\j �� • °/s' \ a /�\ �\a _. • _ \/ FOR STEMWALL OPTION, SEE 1/S1.0 `,%�.- '. `,� � / / \\�/ \ / TYP. FTG. EXTEND TYP_ FTG 0 3oe No. / 8 x16 THICKENED / WIm SEE STAIRS & PROVIDE STEMWALLS OVER 6 COURSES To 6"x8" EXTENSION FOR BRICK THICKENED EDGE �'\T � �� T 060018 10 x20 2-STORY DETAIL 1 S1.0 #40 18" O.C. E.W. HAVE TRUSS TYPE HORIZ, JOINT w/(3}#4 OR (2)#5 CONT. � REINF, BETWEEN EVERY OTHER ' LEDGE ADD 1-#5 CONT, / # =�� w/ 2-#5 CONT. 3 COURSE, FILL CELLS SOLID. 12"x24" 3-STORYIL , w/(3)#4 OR (2)#5 CONT. . I`' 6.;' w 1- 5 CONT. 8"x8" DETAIL 4A " / SHEET BRIDGE DETAIL �}_ ==�"� 8x16 1-STORY, w/(2)#5 CONT. STEM WALL AND FOOTING IN 12"x12" DETAIL 4Bz 8"x20" 2-STORY, w/(2)#5 CONT. MONOLITHIC EDGE FOOTING 4 THICKENED SLAB 5 DOTING w SHOWER RECESS 6 MONO. FOOTING AT STEP-DOWN CONCRETE STAIRS ON GRADE 0 �-o SIMILAR AT FRONT AND REAR PORCHES W/0 FRAME WALL ABOVE, STE DO C NTRATOR MAY OMIT CHAIR BLOCK & FORM EDGE FO 4" SLAB. 1• S1.0 S1.0 S1 n S1.0 SHEET 2 OF 6 M� LOAD PATH-SUPPORT/UPLIFT SUMMARY SYMBOL LEGEND BRG. MEMBER NODE SUPPORT UPLIFT - - WOOD BEAM OR TRUSS TRUSS F8 A 2.2x4-SPF (2)HTS20 INTERIOR LOAD BEARING WALL TRUSS E6 B 2.2x4-SYP (2)HTS20+(2)H8 TRUSS J1 B 2.2x4-SPF (2)HTS20 .-== 2x6 STUD WALL ® 16" O.C. TRUSS G2 A,B 2.2x4-SPF (2)HTS20 SW# SHEARWALL SEGMENT. BM#1 B,C 3.2x6-SPF 8D/S2.0 BM#1 D 3'/2x5'/4-PSL 8D/S2.0 '»F�,/. p/ STEP, SEE ARCHITECTURAL PLANS BM#2 A.B 3'/2 x5'/4-PSL 8D/S2.0 ,,,-- BRACE GABLE END PER 2/SO.0 OR SEE agoBM#4 A,B 3.2x4-SPF 8B/S2.0 KEYED NOTE 2 FOR BALLOON FRAMING. Lou Pontand * CONVENTIONALLY STRAPED AREA, SEE 7/S2.0 Associates! Inc, 496 Osceola Avenue BM# BEAM, PER TRUSS PACKAGE, U.O.N. Jax. Beach, Florida 32250 Ph.242-0908 Fax.241-9557 FB# FLOOR BEAM, PER TRUSS PACKAGE, U.O.N. CA#8344 LOADING CHART NOTES: THESE BEARING NODES CORRELATE WITH H# HEADER, SEE SCHEDULE BELOW, I CONTACT USWITH YOUR COMMENTS THE TRUSS PROFILES AND HAVE BEEN RE-LABELED AS A,B,C,D,..., COMMENTS�LP-A.COM FROM LEF-i" TO RIGHT. THE NODE LABELS GIVEN IN THE TRUSS ® BUILT-UP POST WITHIN THE WALL, SEE ENGINEERING HAVE BEEN DISREGARDED. PLAN AND SUPPORT CALL(OUT UPLIFT CONNECTOR SCHEDULE 0 CONNECTION UPLIFT (LBS) LTT20B (SIMPSON) OR PROVIDE (1)H8 �R (2)H3 < 745 C SPH4/6 w/'/2" ANCHOR BOLT O HD08 (SIMPSON) CONNECTION TO: 4 FROM STUD. DBL. TOP PLATE (2)H8 < 1490 HTT16 (SIMPSON) ♦ PA51 (SIMPSON) OR2 M TS12 < 2000 HEADER ( ) BOX FRAME WINDOW POST (2)HTS20 < 2900* HTT22 (SIMPSON) X THREADED ROD SEE 1 S1.2. 2x6 ROOF RAFTER (2)HTS20+(2)H8 < 4390• VALID C?5 WHEN SIGNATURE IS IN BLUE INK k . ) PHD2 SIMPSON AND RAISED SEAL (a? 24 O.C. ! ;-�-=�t-+ ± PROVIDE /2 � ROD ADJ. TO CONNECTORS HTS20 (SIMPSON) � (SIMPSON)n H 10 SEE 6 52.1 FOR NOTE: TRUSS CONNECTIONS SHOWN ON PLAN SHALL SUPERSEDE II_ / TABLE. AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO - �__ _ _ - _ __ _-__ __ _ _- _ _ _-__-__,_- ,-`_ _ ______ _ _ WALL AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING TWO HEADER SCHEDULE (MIINIMUM SIZE) GARAGE WING REVISIONS BY --- ---- ------ -- STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY DETAIL (TYP,) ACROSS DBL. TOP PLATE FROM EA. OTHER. MAXIMUM JACK KING I SYMBOL HEADER 'T OPENING STUDS STUDS � l ( I B BM#1 I C fl ! _ I H6 (2)2x6 4,-4" 1 1 I. H8 (2)2x8 6'-490 1 2 H10 OVER i ! H10 (2)2x10 8 -4 1 3 o _ POST FROM 'I ( POST FROM I ,1 3 SUPPORTS, ! I I I i „ z . SEE i x - SEE KEYED oo - --_ i -�)f ABOVE, SEE I ABOVE H12 (2)2 12 10 4 2 3 '! °D IL`- KEYED NOTE -�0 I i I KEYED PLAN NOTE 1. I`� -- i' } - -- r0 I H9.25 (2)9.25 LVL PER PLAN 2 3 I' I �i - - -: I N I NOTE 10. Q Ld Y �! ��r '� �� I 1 H11.88 (2)11.88" LVL PER PLAN 2 3 Cnl I' LLJ ' - «`` �`° -� - -- ''I � m U) H14.00 i �I GARAGE DOOR CONNECTION H14.00 (2)14.00" LVL PER PLAN 3 3 sX I a I H16.00 (2)16.00" LVL PER PLAN 3 3 FASTEN EACH JACK STUD ----- ; - - - - --� I TO HEADER WITH MSTA24 �- _- i A '=--- -- - A l � w 9-10d EACH END EACH TYPICAL PLAN NOTES: i - rz�z�Tzz7rrlrzTZTT1zT7�1__ T� O /( ) 1. BEAMS & HEADERS SUPPORTING ROOF FRAMING (EITHER DIRECTLY SIDE OF OPENING. (TYP.} OR THAT SUPPORT AN UPPER LEVEL WALL THAT SUPPORTS ROOF FRAMING) SHALL BE SUPPORTED BY (3)2x SPF#2 TO MATCH WALL I i DEPTH (U.O.N.). FASTEN BEAM TO POST WITH (2)HTS20. FASTEN POST POST TO MATCH \ i j ' I l TO FOOTING w/ HTT16. THESE SIMPSON FASTENERS MAY BE OMITTED IF H10 OVER I POST ABOVE. �! i I --, , THE BEAM PASSES BELOW THE, CONTINUOUS DOUBLE TOP PLATES AND l O A THREADED ROD IS WITHIN 6 OF THE SUPPORT POST. �J 3-SUPPORTS, i B ; - - - A -------- - -__ --_ ! i 77TfTIJTITT/Zj/T TTJ17717TJ77_Tl_ 717Z1ZZlr�� __ SEE KEYED 2. SEE 4/S2.1 FOR ATTACHMENT OF INTERIOR SHEARWALL TO FLOOR POST TO MATCH W PLAN NOTE 1. ! ---' i !! AND DETAIL 5jS2.1 FOR ATTACHMENT TO THE ROOF. -- I'! 00 POST ABOVE. ALL HEADERS „; m = j I 3. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN ' ✓ - H1O OVER TRUSSES, SEE ALT C. OF 5/S2.1 (TYPICAL) � ARE H6; U.O.N. - ---- � l r ' ;II 3 SUPPORTS, SEE ' NI "'- ,_". -' ✓� - -* _'` I x 4. FOR GENERAL UPLIFT REQUIREMENTS SEE ANCHORING SYSTEM IN w KEYED PLAN NOTE 1, N TYPICAL PORCH FRAMING NOTES ' CONSTRUCTION SPECS 0 S2.0. BEAM TO POST �,� - 5. CHIMNEY FRAMING (IF APPLICABLE), SEE DETAILS 15 & 16/S2.1. Z i (2)2x12 _ _ �I SEE 3A/S2.0, I 2. MS I A2_�4 w/9 10d EACH END FOR CONN. I; AM T AMIN 6. 'POST FROM ABOVE' WHEN NOT BEARING ON BEAM, INDICATES THAT a BE 0 WALL FR G THE SAME SIZE AND SPECIES POST SHOWN ON THE 2ND FLOOR SHALL 'I SEE 3A/S2.0, �' I � SEE DE 'A'IL 3/S2.0 FOR CONNECTION BE PLACED ON THE 1ST FLOOR ALIGNED w/ THE UPPER POST, PROVIDE �.. 2x6 OVERFRAME _ (2-- 2x12�-- RAFTERS 24 rO:C: - SOLID BLOCKING WITHIN THE FLOOR SYSTEM. FASTEN UPPER LEVEL FOR CONN. __ � _ _ IN! ^l„ J -�-;-- UPPER POST TO LOWER POST (MULTI-STORY) POST TO LOWER LEVEL POST OR TO LOWER LEVEL BEAM WITH (2)CS16 W w/ OVERFRAME LE( GER, - ; i ; (2)CS1 v w/9-8d TO EACH END STRAPS AND FASTEN TO FOUNDATION w/ HTT16 U.O.N. ON PLAN SII' SEE 11/S2.0 c POST TO SLAB 7. FOR BEARING WALL AND HEADER NOTES, SEE' CONSTRUCTION SPEC. ��..■ I I I N x8 �IDG-_ I cXi ABU44/66 w/6-16d EA. END OR I 3 8. ALL EXTERIOR WALLS ARE SW-3. INSTALL ONE ANCHOR PER HTT16 �w/1- /4 ROD TO FTG. SCHEDULE, ADJACENT TO ALL DOOR AND WINDOW OPENINGS. (UON) I I i 9. TYPICAL BUILT-UP STUDfPOST AT ALL MULTI-PLY TRUSSES AND i -- - � I r I i BEAMS PROVIDE ABUILT-UP PO T MP S F MULTIPLE WALL -! � E S COMPOSED (0 U X - --�' _L_; STUDS EQUAL TO THE NUMBER OF TRUSS OR BEAM PLIES. (U.O.N.) (2)2x12 - - - - X --- - KEYED PLAN NOTES:(APPLICABLE ONLY IF REFRENCED ON PLAN.) 4x4 P.T. SYP#2 SEE 3A/S2.0, 6x6 P.T. SYP#2 1. PROVIDE (2)FULL HT KINGS & (2)JACK STUDS EA. SIDE OF EACH POST, TYPICAL. SEE 3A/S2.0, FOR CONN. POST, TYPICAL. OPENING. EACH JACK STUD TO HEADER w/MSTA24. AT GROUND FLOOR 4 PLACES (IF THREADED ROD IS NOT POSSIBLE) FASTEN JACKS TO BOTTOM PLATE (2 PLACES) FOR CONN. ( ) w/SPH4/6 & '/,"0 ANCHOR BOLT TO BE PLACED WITHIN 4" OF JACK GROUP. AT ELEVATED FLOORS, FASTEN JACKS TO WALL FRAMING 2x6 ROOF RAFTER BELOW w/ (2)CS16. SHEET INDEX 24 0.C. 2. PLACE GABLE END TRUSS TO THE INTERIOR FACE OF BALLOON SO.0-TRUSS PLACEMENT FRAMED WALL AND FASTEN TRUSS TOP & BOTTOM CHORDS TO S1.0-FOUNDATION PLAN BALLOON FRAMED WALL STUDS w/ 2-12d COMMON WIRE NAILS AT EA. STUD. FASTEN GABLE END TRUSS w/ SIMPSON HI8 AT EACH END. CONVENTIONALLY STRAP WALL U.O.N. S1.1-FIRST FLOOR PLAN 3. SHEATH WALL FULL HEIGHT DOWN TO FLOOR FRAMING BEFORE ROOF S1.2-SECOND FLOOR PLAN DECKING. 52.0-GENERAL SPECS. 4. H10F OR H12F SYP#2 BEAM w/ 'A" CDX PLYWOOD FLITCH GLUED & S2.1-STD. FRAMING DETAILS NAILED w/ 3-ROWS OF 12d COMMON WIRE NAILS 0 6" O.C. (STAGGER FIRST FLOOR FRAMING PLAN FROM EA. SIDE) 5. PROVIDE SPF#2 SOLID BLOCKING AT 24" O.C. BETWEEN THE GABLE END SCALE: 3/16" = 1 -O" TRUSS AND THE FIRST INTERIOR TRUSS (TO MATCH TOP AND BOTTOM CHORD DEPTHS). INSTALL AN INFILL 2x4 SPF#2 STUD WALL ALONG THE 1. BEAMS AND TRUSSES INDICATED ON THIS PLAN ARE RAKE OF THE TOP CHORD AND FASTEN THE INFILL WALL PLATES DIRECTLY SECOND FLOOR FRAMING MEMBERS. TO THE BLOCKING ALONG BOTH THE TOP AND BOTTOM CHORDS w/3-12d Do not scale dimensions from these COMMON WIRE NAILS AT EACH INTERSECTION. drawings.If a dimension is unclear 2. AO INDICATES NODE OF FRAMING MEMBER, SEE LOAD 6. CURVED WALLS SHALL BE CONSTRUCTED OF STUDS AT 12" O.C. refer tot eArchtecturaldrawingsor PATH UPLIFT/SUPPORT SCHEDULE THIS SHEET. SHEATHED WITH 3/8" CDX PLYWOOD INSTALLED WITHI THE STRONG AXIS contact the E.O.R. VERTICALLY ON BOTH THE INTERIOR AND EXTERIOR SURFACES OF THE 3. REFER TO PLAN' NOTES AND KEYED NOTES AT RIGHT FOR WALL. FASTENING SHALL BE WITH 8d COMMON WIRE NAILS 0 6" O.C. EDGE PLAN SPECIFICS. AND FIELD, HEADERS SHALL BE CURVED PLYWOOD BEAM MINIMUM OF 24" SUBDIVISION DEEP GLUED AND NAILED PER SHEATHING SPECIFICATIONS, PARADISE PRESERVE 4. BUILT-UP POST SHOWN ON PLAN ARE MINIMUM AND MAY 7. OVERFR AME GABLE PONY WALL OVER ROOF TRUSSES. PROVIDE 2x4 LOT UNIT BLOCK BE INCREASED TO CORRESPOND WITH STUD WALL SIZE BLOCKING BETWEEN TRUSSES 0 24" O.C. FASTEN BILOCKING EA. END 41 SELECTED. w/SIMPSON A34 CLIP. ANCHOR WALL TO FRAMING PER SCHEDULE 7/S2.0. CUSTOMER PLAN NAME S. WALL SEAT FRAMING. PROVIDE (2)2x4 BLOCKS BETWEEN TRUSSES BESTCON HOMES 5. ALL EXTERIOR WALLS ARE SW-3. INSTALL ONE ANCHOR, FASTENED EA. END w/ (2)A35 CLIPS TO SUPPORT 'WINDOW SEAT. DESIGN/DRAWN/CHECKED PER SCHEDULE, ADJACENT TO ALL DOOR & WINDOW 9. CONVENTIONALLY FRAMED HIPS AND RIDGES WHERE NOTED ON PLAN AOB/ AG /LAP OPENINGS. (U.O.N.) PROVIDE (2)2x4 SYP#2 KING POST FASTEN TOP AND BOT, w/ (2)HTS20. DATE 10. FASTEN POST TO FRAMING BELOW w ( 04.06,06 6. REFER TO S0.0 FOR MINIMUM EXTERIOR BEARING WALL / (2)CS16 ©R 2)MSTA30 STRAPS. SCALE SCHEDULE IN COMPLIANCE WITH FBC-R TABLE R301.7. 11. PROVIDE INTERMEDIATE JACK STUDS BETWEEN OPENINGS. EACH AS NOTED JACK STUD TO HEADER w/MSTA34 AND TO FRAMIRG ME n\N \R/ JOB NO. (2)CS10 STRAPS. FF[A 060018 12. BOX BEAM BETWEEN UPPER AND LOWER OPENINGS, SEE 17/S2.1. SHEET Simi SHEET 3 OF 6 LOAD PATH-SUPPORT/UPLIFT SUMMARY SYMBOL LEGEND BRG. MEMBER NODE SUPPORT UPLIFT - - WOOD BEAM OR TRUSS TRUSS F8 A 2.2x4-SPF (2)HTS20 INTERIOR LOAD BEARING WALL TRUSS E6 B 2.2x4-SYP (2)HTS20+(2)H8 TRUSS J1 8 2.2x4-SPF (2)HTS20 _ 2x6 STUD WALL CSD 16" O.C. TRUSS G2 A,B 2.2x4-SPF (2)HTS20 SW# SHEARWALL SEGMENT. BM#1 B,C 3.2x6-SPF 8D/S2.0 BM#1 D 3'/2 x5'/4-PSL 8D/S2.0 STEP, SEE ARCHITECTURAL PLANS BM#2 A,B 3'/2 x5'/4-PSL 8D/S2.0 ,,_.- BRACE GABLE END PER 2/SO.0 OR SEE to BM#4 A,B 3.2x4-SPF 8B/S2.0 - KEYED NOTE 2 FOR BALLOON FRAMING. Lou Pon igo and * CONVENTIONALLY STRAPED AREA, SEE 7/S2.0 Associates, Inc* 496 Osceola Avenue BM# BEAM, PER TRUSS PACKAGE, U.O.N. .lax. Beach, Florida 32250 c � Ph.242-0908 Fax.241-9557 4-16d NAILS NOTCH IN UPPER TOP PLATE FB# FLOOR BEAM, PER TRUSS PACKAGE, U.0.N. 8344 LOADING CHART NOTES: THESE BEARING NODES CORRELATE WITH H# HEADER, SEE SCHEDULE BELOW. CONTACT US WITH YOUR COMMENTS THE TRUSS PROFILES AND HAVE BEEN RE-LABELED AS A,B,C,D,..., COMMENTS@LP-A.COM SEE PLAN VI FOR WALL STUD FROM LEFT TO RIGHT. THE NODE LABELS GIVEN IN THE TRUSS ARRANGEMENT _ LAP DOUBLE TOP PLATE AT CORNER ENGINEERING HAVE BEEN DISREGARDED. BUILT-UP POST WITHIN THE WALL, SEE UPLIFT CONNECTOR SCHEDULE PLAN AND SUPPORT CALLOUT CONNECTION UPLIFT (LBS) LTT20B (SIMPSON) OR PROVIDE EXTERIOR WALL STUDS HEADER TO SUPPORT (3)2x12 w/(2) 1/2 " CsPH4/6 W ' " (1)H8 QR (2)H3 < 745 //2 ANCHOR BOLT O HDQ8 (SIMPSON) (WINDOW NOT SHOWN) MAIN ROOF TRUSSES PLYWOOD FLITCH CONNECTION TO: 4 FROM STUD. INSTALL LAST DBL. TOP PLATE (2)H8 < 1490 H R (2)MTS12 < 2000 HTT16 (SIMPSON) « PA51 (SIMPSON) -1 HEADE "l POST (2)HTS20 < 2900« x THREADED ROD 2x6 HTT22 (SIMPSON) { I (2)HTS20+(2)HB < .4390" VALID ONLY WHEN SIGNATURE IS IN BLUE INK *PROVIDE '/2"0 ROD ADJ. TO CONNECTORS HTS20 (SIMPSON) PHD2 (SIMPSON) AND RAISED SEAL m NOTE: TRUSS CONNECTIONS SHOWN ON PLAN SHALL SUPERSEDE TABLE. AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. EN USING TWO HEADER SCHEDULE (MINIMiUM SIZE) REVISIONS BY i I I ! I S p�� STRAPS ON SINGI F PLY TRUSSES, PLACE STRAPS DIAGONALLY WH X SECTION ACROSS DBL. TOP PLATE FROM EA. OTHER. MAXIMUM JACK KING 1 4 SYMBOL HEADER OPENING STUDS T vU U STUDS IN AT O�YV H6 (2)2x6 4'-4" 1 1 ( 2)SIMPSON H8 (2)2x8 6'-4" 1 2 i i MSTA12 m H10 (2)2x10 8'-4" 1 3 H1 1 1 BAY WINDOW '-4' 2 (2)2x2 0 2 3 WING WALL. H9.25 (2)9.25" LVL PER PLAN 2 3 SIMPSON H11.88 (2)11.88" LVL PER PLAN 2 3 H14.00 2 14.00 LVL PER PLAN 3 HCU410 3 H16.00 (2)16.00" LVL PER PLAN 3 3 - IMPSON HTS30C ( ) 4 4 ' • . TWIST STRAP. NAIL TO r� I�' � . '��I MICROLAM 1 .9E LVL. TYPICAL PLA V-i ,; , �; .., N NOTES: • TOP OF BAY WINDOW 1. BEAMS & HEADERS SUPPORTING ROOF FRAMING I(EITHER DIRECTLY � NOTCH BOTTOM OF (3)2x12'S OR THAT SUPPORT AN UPPER LEVEL WALL THAT SUPPORTS ROOF WING WALL & DOWN d R ' PROVIDE SHORING UNTIL TO 5'/2 " AT BASE TO FIT FRAMING) SHALL BE SUPPORTED BY (3)2x SPF#2 TO MATCH WALL 1 TO FACE OF DOUBLE :;r DEPTH (U.O.N.). FASTEN BEAM TO POST WITH (2)H'TS20. FASTEN POST y- ALL FRAMING IS COMPLETE, WITHIN 2x6 WALLS. WALL STUD ADJACENT TO FOOTING w/ HTT16. THESE SIMPSON FASTENERS MAY BE OMITTED IF TO WING WALL FRAMING INCLUDING ROOF THE BEAM PASSES BELOW THE CONTINUOUS DOUBLE TOP PLATES AND C) (ONE EACH SIDE). A THREADED ROD IS WITHIN 6" OF THE SUPPORT POST. U) ATTACH STUB JOISTS ATTACH BASE OF (3)2x12 W a VERTICAL WIND BEAM W/ 2. SEE 4/S2.1 FOR ATTACHMENT OF INTERIOR SHEAIRWALL TO FLOOR NAIL PLYWOOD TO TO WALL w j JOIST AND DETAIL 5/S2.1 FOR ATTACHMENT TO THE ROOF. LAST JOIST HANGER (2)SIMPSON LS50 (ONE 913 EACH SIDE). SEE KEYED 3. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN S2.1 TRUSSES, SEE ALT C. OF 5/S2.1 (TYPICAL) Q PLAN NOTE 3E . BAY WINDOW FRAMING _ („V 4. FOR GENERAL UPLIFT REQUIREMENTS, SEE ANCHORING SYSTEM IN 2x6 STUD FRAMING I SW-3 CONSTRUCTION SPECS ON S2.0. WALL STRAPPED CONTINUOUS BEAM _-- - - _ ------- --- TO FLOOR w/MSTA12 FLOOR UNDER BAY WINDOW DOUBLE STUD ;�- --- B --- _.I i= --- _ __ K9A 5. CHIMNEY FRAMING (IF APPLICABLE), SEE DETAILS 15 & 16/S2.1. w TRUSS. O ! i 'POST FROM ' 3 0 52.1 6. OSABOVE WHEN NOT BEARING ON BEAM, INDICATES THAT a (2)1 /"X724" DESIGN BY MAIN WALL I THE SAME SIZE AND SPECIES POST SHOWN ON THE 2ND FLOOR SHALL BE PLACED ON THE 1ST FLOOR ALIGNED w THE UPPER POST, PROVIDE MICROLAM 1.9E LVL. OTHER / i j SOLID BLOCKING WITHIN THE FLOOR SYSTEM. FASTEN UPPER LEVEL �...�. to j I POST TO LOWER LEVEL POST OR TO LOWER LEVEL BEAM WITH (2)CS16 ... I � 9 B (2)SIMPSON LUS26 JOIST $ V) STRAPS AND FASTEN TO FOUNDATION w/ HTT16 U.O.N. ON PLAN /8 0 THRU `-_ TRUSS J1 HANGER wj 4-16d 2x6 @ 16 O.C. � _ _ � _ _ _ _ � _ _ � S2.1 WUp) BOLTS @ 16 0.C. 52.1 ; i I ►- I 7. FOR BEARING WALL AND HEADER NOTES. SEE CONSTRUCTION SPEC. .,..� TO HEADER & I , * M 2x6 SYP#2 BLOCKING 4-10d TO JOIST. 3-2x1 2 W 2 �/ BAY WINDOW -2x6 STUD I` I I ! 8. ALL EXTERIOR WALLS ARE SW-3. INSTALL ONE ANCHOR PER BETWEEN EA. KNEE j( ) z ! { - W_ PLYWOOD FLITCH NAIL TO 2x12 S { - 4 SCHEDULE, ADJACENT TO ALL DOOR AND WINDOW OPENINGS. (UON) @ 1q, O.C. WALL STUD w/4-12d , COMMON WIRE A _- - -- - - - -- -I - �i------- ---"----- - - -;\'\ 9. TYPICAL BUILT-UP STUD,LPOST AT ALL MULTI-PLY' TRUSSES AND TOENAILS (TYP) 2x6 @ 16 O.C. WALL SHEATHING '� 4 ' 9A BEAMS, PROVIDE A BUILT-UP POST COMPOSED OF MULTIPLE WALL CDSTUDS EQUAL TO THE NUMBER OF TRUSS OR BEAM PLIES. (U.O.N.) A- A SECTION s2.1 WALL STUD PLAN VIEW 9A s KEYED PLAN NOTES:(APPLICABLE ONLY IF REFRENCED ON PILAN.) 52.1 1. PROVIDE (2)FULL HT KINGS & (2)JACK STUDS EA. SIDE OF EACH DETAIL 1 '' i�rrriri�iriirirrrrrrirriiri�rri�r; _ OPENING. EACH JACK STUD TO HEADER w/MSTA24. A,T GROUND FLOOR '! No (IF THREADED ROD IS NOT POSSIBLE) FASTEN JACKS TO BOTTOM PLATE S1.2w/SPH4/6 & '/2"0 ANCHOR BOLT TO BE PLACED WITIHIN 4" OF JACK SCALE: 3/8 = V-0" I A Cn H10 OVER GROUP. AT ELEVATED FLOORS, FASTEN JACKS TO WALL FRAMING ALL HEADERS BELOW w/ (2)CS16. SHEET INDEX - �I ARE H6; U.O.N. 3-SUPPORTS, Lij SEEKEYED 2, PLACE GABLE END TRUSS TO THE INTERIOR FACE OF BALLOON SO.0-TRUSS PLACEMENT PLAN NOTE 1 . V) FRAMED WALL AND FASTEN TRUSS TOP & BOTTOM CHORDS TO (n S1.0-FOUNDATION PLAN BALLOON FRAMED WALL STUDS w/ 2-12d COMMON WIIRE NAILS AT EA. - 1_ f I STUD. FASTEN GABLE END TRUSS w/ SIMPSON H8 AT EACH END. I- ✓ I- S1.1-FIRST FLOOR PLAN CONVENTIONALLY STRAP WALL U.O.N. I 3. SHEATH WALL FULL HEIGHT DOWN TO FLOOR FRAMIING BEFORE ROOF S1.2-SECOND FLOOR PLAN DECKING. S2.0-GENERAL SPECS. SW-3 4. H10F OR H12F SYP#2 BEAM w/ '/2" CDX PLYWOOD FLITCH GLUED & * NAILED w/ 3-ROWS OF 12d COMMON WIRE NAILS CSD 6" O.C. (STAGGER S2.1-STD. FRAMING DETAILS a - SEE KEYED LEDGER, SEE FROM EA. SIDE) PLAN NOTE 3. DETAIL 2/S2.1. 5. PROVIDE SPF#2 SOLID BLOCKING AT 24" O.C. BETWEEN THE GABLE END 9A TRUSS AND THE FIRST INTERIOR TRUSS (TO MATCH TOP AND BOTTOM S2.1 CHORD DEPTHS). INSTALL AN INFILL 2x4 SPF#2 STUD WALL ALONG THE RAKE OF THE TOP CHORD AND FASTEN THE INFILL WALL PLATES DIRECTLY TO THE BLOCKING ALONG BOTH THE TOP AND BOTTOM CHORDS w/3-12d Do not scale dimensions from these COMMON WIRE NAILS AT EACH INTERSECTION. drawings.If a dimension is unclear 6. CURVED WALLS SHALL BE CONSTRUCTED OF STUDS AT 12" O.C. refer to the Architectural drawings or SECOND FLOOR FRAMING PLAN contact the E.O.R. SHEATHED WITH 3/g" CDX PLYWOOD INSTALLED WITH THE STRONG AXIS �. ...�.r..-.,- --t.. .«. VERTICALLY ON BOTH THE INTERIOR AND EXTERIOR SURFACES OF THE SCALE: 3/16" = 1'-O" WALL. FASTENING SHALL BE WITH 8d COMMON WIRE NAILS 4 6" O.C. EDGE 1. BEAMS AND TRUSSES INDICATED ON THIS PLAN ARE ROOF AND FIELD. HEADERS SHALL BE CURVED PLYWOOD BEAM MINIMUM OF 24" SUBDIVISION FRAMING MEMBERS. DEEP GLUED AND NAILED PER SHEATHING SPECIFICATIONS. ( PARADISE PRESERVE 7. OVERFRAME GABLE PONY WALL OVER ROOF TRUSSES. (PROVIDE 2x4 LOT UNIT BLOCK 2. (�) INDICATES NODE OF FRAMING MEMBER, SEE LOAD BLOCKING BETWEEN TRUSSES ® 24" O.C. FASTEN BLOCKIMG EA. END 41 PATH-UPLIFT/SUPPORT SCHEDULE THIS SHEET. w/SIMPSON A34 CLIP. ANCHOR WALL TO FRAMING PER SCHEDULE 7/S2.0. CUSTOMER PLAN NAME S. WALL SEAT FRAMING. PROVIDE (2)2x4 BLOCKS BETWEEN TRUSSES BESTCON HOMES 3. REFER TO PLAN NOTES AND KEYED NOTES AT RIGHT FOR FASTENED EA. END w/ (2)A35 CLIPS TO SUPPORT WINDOW SEAT, DESIGN/DRAWN/CHECKED PLAN SPECIFICS. 9. CONVENTIONALLY FRAMED HIPS AND RIDGES WHERE NOITED ON PLAN AOB/ AG /LAP 4. BUILT-UP POST SHOWN ON PLAN ARE MINIMUM AND M k`r' PROVIDE (2)2x4 SYP#2 KING POST FASTEN TOP AND BOT.. w/ (2)HTS20. DATE BE INCREASED TO CORRESPOND WITH STUD WALL SIZE 10. FASTEN POST TO FRAMING BELOW w/ (2)CS16 OR (2)IMSTA30 STRAPS. 04.06.06 SCALE SELECTED. 11. PROVIDE INTERMEDIATE JACK STUDS BETWEEN OPENINGS. EACH AS NOTED JACK STUD TO HEADER w/MSTA34 AND TO FRAMING 6111jQW \Kl JOB NO. 5. ALL EXTERIOR WALLS ARE SW-3. INSTALL ONE ANCHOR. 060018 PER SCHEDULE A©JACENT TO ALL DOOR & WINDOW 12. BOX BEAM BETWEEN UPPER AND LOWER OPENINGS. SEE 17/S2.1. SHEET OPENINGS. (U.O.N.) 6. REFER TO SO.0 FOR MINIMUM EXTERIOR BEARING WALL SCHEDULE IN COMPLIANCE WITH FBC--R T1� IP' R301.7, ■ SHEET 3 OF 6 . o DESIGN SPECIFICATIONS: SIMPSON APPROVAL CODES: SPECIAL REQUIREMENTS AT WINDOWfD00R OPENINGS GIRDER TRUSSES, &DESIGN CODE: 2004 FLA. BUILDING CODE - RESIDENTIAL (FBC-R) OCCUPANCY: RESIDENTIAL GROUP R-3 (SINGLE & MULTI-FAMILY) Co NECTOR FASTENERS CODE WI PAC!^I_ MAX. ROD SPACING CONVENTIONALLY STRAP WHERE MAX. ROD THREADED ROD TERMINATES GIRDER TRUSS OR TOP PLATE SPLICE SHALL NOT O5 WHERE ROD IS SPECIFIED ON PER DESIGN SPECS. SPACING IS EXCEEDED, SEE DETAIL 7/S2.0. AT UPPERMOST TOP PLATE DESIGN LOADS: ACTUAL AND UNIFORM CIS - " O� 1 BEAM w/ STRAP OCCUR BETWEEN THE KING STUDS PLAN ADJACENT TO GIRDER TRUSS DEFLECTION CRITERIA: D WASHER ` 1 AND THE FIRST THREADED ROD. OR BEAM, LOCATE ROD WITHIN 6" 1J7- I w/ NUT AND WASHER. ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 FLOOR FRAMING: LIVE LOAD L/360 AND TOTAL LOAD L/240 - PER ROD NOTES 6" MAX 2 FLOOR LOADING cd=1.00 _ 7 6" MAX OF POST, I I i 7111 ROOF LOADING (cd=1.25) ( ) 0 PROVIDE FULL SHEATHING ABOVE I I I I I TOP CHORD LIVE LOAD 20 psf TOP CHORD LIVE LOAD 40 psf +� WINDOWS, AND NAIL WITH 8d 0 3 ©AT OPENINGS GREATER THAN I SHEARWALL I I P TOP CHORD DEAD LOAD 10 psf - 5 O.C. EDGE AND FIELD. OMIT THIS 4'-2", ATTACH DOUBLE TOP PLATE I SEE KLAN SHEARWALL, SEE PLAN I TOP CHORD DEAD LOAD 7 psf p WALL STUDS & BOTTOM CHORD LIVE LOAD 10 psf BOTTOM CHORD LIVE LOAD 0 psf 6 REQUIREMENT OVER OPENINGS IN •• I BOTTOM CHORD DEAD LOAD 5 psf BOTTOM CHORD DEAD LOAD 5 psf - SHEATHING PER TO HEADER WITH SPH4/6 ® 32 THREADED ROD I WIND LOADING - ASCE 7/02 - SEE SHEET SO.0 FOR LATERAL LOADS AND COMPONENTS & CLADDING. _ RG ALL SCHES. POST BELOW BALLOON FRAMED WALLS. i ' & GENERAL NOTES. GIRDER, SEE O.C. IF CRIPPLE STUDS ARE USED TERMINATES AT I IN GENERAL NOTES I I FOR WINO UPLIFT, TRUSSES SHALL BE DESIGNED WITH A MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF _ PLAN ATTACH SPH4/6 TO CRIPPLES AND INTERMEDIATE I I (3 FOR ROD SPECIFIED ON PLAN I i I SEE SHEARWALL SPECS.I BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS OF ROOF TRUSSES SHALL BE REDUCED IN ACCORDAN THREADED ROD ADJACENT TO WALL OPENINGS, ATTACH CRIPPLE TO HEADER WITH LEVEL w/ NUT I I FOR CONVENTIONAL I I Lou w/ FBC SECTION 1605.3.1.1. SPECIFICALLY, ATTIC FLOOR LIVE LOADS COMBINED WITH ROOF LIVE LOADS SHALL B _ FND M PER ROD " H3. AND WA CHER. STRAPPING ALTERNATE I I 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 IPontlgo and CATIONS AND CONNECTIONS UNLESS A SPECIAL CONNECTOR DESIGN IS REQUIRED AND NOTED ON TRUSS LAYOUT) - TO BE USED LS ENDS I I STUD. (7 WHEN ROD SPACING EXCEEDS --+-- + OF SHEARWALLS. I I Associates, Inc. CALCI ( __ ______ _ RADON COMPLIANCE: BUILDING CONTRACTOR SHALL DETERMINE IF THE SITE IS LOCATED IN AN AREA WHERE LOCAL 0 ` - ILL ANCHOR IN FILL % 5'-4" PROVIDE AN ADDITIONAL � --------,�,'�-i--------I REQUIRES COMPLIANCE WITH APPENDIX F, FBC-R 2004, "FLORIDA STANDARD FOR PASSIVE RADON RESISTANT NEW RESIDENTIAL STAM24 L1901.61 ROUGH OPENING ( 1 (4 PROVIDE AN ADDITIONAL ROW OF I I I I I I BUILDING CONSTRUCTION." IN SUCH CASES, THE SLAB-ON-GRADE SHALL BE CAST WITH A MINIMUM STRENGTH OF 3000PSI ANDBETWEEN RODS PER SEE ARCH. - ' ROW LE O NAILS . 6 O.C. INTO FLOOR TRUSS • J 8D NAILS ® 6" O.C. INTO ONE OF �- -1---------I---4-- +-I•----- I I I 496 Osceola Avenue --CONSTRUCTION SPEC. I � DOUBLE TOP PLATE. STAGGER THIS OR JOIST. I I - ---------------I-i--I--------) SLAB CONTROL JOINTS SHALL BE SEALED AGAINST SOIL-GAS ENTRY. CONTRACTOR IS RESPONSIBLE FOR FULLY COMPL - i THE KING STUDS ADJACENT TO ALL I ax. Beach, Florida 32250 FIND 711001 -3 O OPENINGS IN ADDITION TO OTHER NAILING TYPICAL NAILING, I I I I i i 1 1 I I Ph.242-0908 Fax.241-9557 NAILS SPECIFIED IN GENERAL I I I I I I I I I 1 CA # 8344 STANDARD, ( I I MATERIAL SPECIFICATIONS: ROD EMBEDMENT FOUNDATION, NOTES. OMIT IF WALL SEGMENT 6'+ I I I I I I ZHEADER, I I ( i CAST-IN-PLACE CONCRETE: SHALL HAVE A COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS - DEPTH PER---� SEE PLAN ADJ. TO OPENING IS LESS THAN MAX SEE PLAN CONT��E ITH;OUR COMMENTSROD NOTES 17?-Ind TO TRUSS SHEA WALL( I I I HEARWALL I TSLP-A.COM CONCRETE IN MASONRY UNITS: SHALL BE CONCRETE MASONRY UNIT IN ACCORDANCE WITH ASTM C 90 AND SHALL HAVE A MIN NET AREA COMPRESSIVE STRENGTH OF 1900 PSI WHEN USING TYPE M OR S MORTAR (ASTMI C 270). IN ACCORDANCE WITH ACI -' F I i I SEE PLAN SEE PLAN I XX THE 1900 PSI BLOCK IN COMBINATION WITH TYPE M OR S MORTAR PROVIDES A DESIGN COMPRESSIVE STRENGTH (f'm) OF 1500 PSI. , SEE 18/S2.1 FOR FASTEN CORNER POST x GROUT: THE GROUT SHALL BE IN ACCORDANCE WITH ASTM C 476 AND SHALL HAVE A MAXIMUM COURSE AGGREGATE _+ - " SILL ATTACHMENT. TOGETHER w/12d COMMON cO I I I I I I I I PLACED AT AN 8 TO 11 SLUMP AND HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS WHEN T 40 MAX MULTIPLE STUDS AT I I I I _ END OF SFicARWALL, 6'+ 8 � 6" O.C. (STAGGERED). MAX " SES SHEARWALL FOUNDATION IN ACCORDANCE WITH ASTM C 1019. _ _ FASTEN THREADED ROD _/ REINFORCING STEEL: SHALL BE ASTM A615, GRADE 40. s " ANCHORING SYSTEM SPECIFICATIONS. PER DESIGN SPECS. NOT SHOWN ADDITIONAL ANCHOR STRAIGHT CORNER POST BOLTS PER DESIGN SPECS. STRUCTURAL STEEL: SHALL BE ASTM A36. " 1 SCHEMATIC AND SPECIFICATIOINS ROD IS ONLY AT 2 ANCHORING SYSTEM SYMBOL DEFINITIONS WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. - S2 0 SSP MAY BE USED IN LIEU OF SPH4/6. DBL. ROD INSTALLATION TYP. S REQ' s. s2.o ANCHOR BOLTS AND THREADED RODS: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. 16d TO TRUSS HOWEVER, SPACING SHALL BE REDUCED BY HALF. VA,IIID GNLY WHEN " SIGNATUIRE IS!N BLUE INK WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). - ' -DOUBLE TOP PLATE 1'/4" ® 2x6 AND RAISED SEAL PORCH HEADER, (2)SIMPSON MST/�424 2 MATCH AS A STUD-TO-PL'*TF 1 /2 @ 2x8 1 /2 NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. -' Li FI # SEE PLAN. 2 PLY 3 PLY STUD WIDTH. CONN. w/(12)10dx1I.5 DOUBLE TOP PLATE ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): - 1 474 9A4 NA11L S SYP #2, MATCH BEAM. BEAM. ° x a REVISIONS BY SIMPSON STRONG-TIE CO., PRODUCT: EPDXY-TIE SE7 OR APPROVED EQUAL. SIMPSON STRONG-TIE CO., PRODUCT: ACRYLIC-TIE SET OR APPROVED EQUAL. - STUD WIDTH. rN oo = co 12d NAILS yC'4 RATED SHEATHING, 14-16d TO HEADERMETAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED, Z-MAX OR SS. I cv ° BOUNDARY OF FROM OTHER SHEATHINGA-Mtl TO JOIST SEE DESIGN SPECS. a ,. -'--SIDE OF 2nd CONSTRUCTION SPECIFICATIONS: _ 0 X10 MEMBER WALL FRAMING 2 ROWS 16d 3 ROWS 16d PLY' x EXAMPLE OF PANEL ROOF ASSEMBLIES: ROOF ASSEMBLIES SHALL BE IN ACCORDANCE WITH FBC-R CHAPTER 9. PER 1 HIND , N COMMON WIRE iv COMMON WIRE EDGE w/ BLOCKING _ SHEATHING FOOTING AND FOUNDATIONS: SOIL BEARING (DESIGN MAXIMUM): 2500 PSF. IF THE FOOTING ELEVATIONS SHOWN OCCUR INA PORCH BEAM OMITTED FOR ®1 SIDE. EA. SIDE. GENERAL x ° ° WHEREGE ERALIRNOTED ES. DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE (NOTIFIED. UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE -411410 CLARITY. MIN , COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND (MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CON _ OPTION A (2)2x4 BELOW. (2)SIMP'SON MSTA24 w/(4) 1/4-x23/4 FOOTINGS PROVIDE #3 ® 48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR TITEN SCREWS TO FTG. AND (9) CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMIUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. - -DOUBLE TOP PLATE MULTIPLY LVL 2x6 or 2x8 >� NAIL SPACING AT #2, MATCH PORCH_AHNEADER, 10dx1/;2" NAILS TO STUD. NAILING PATTERN �.91l�n r, P , REINFORCED CONCRETE: DESIGN PER ACI 318 LATEST EDITION, f'c = 2500 PSI. ALL REQUIRES COMPRESSIVE STRENGTHS (UNLESSSTUD WIDTH. ^PATTERN NAILING PATTERN SUPPORTED EDGES OTHERWISE NOTED ON PLAN 7-5-4"d F/A GENERAL NOTES 63UILT-UP POST SEE PLAN. t' MASONRY: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY U 2-!4"d FiOR NAILING SEE DET. 5/S2.0. (2)2x ADD 3rd 2x } 3 ROWS 5/e HEX EXAMPLE OF UNSUPPORTED CONTAIWITH NING'SVERTIICALR. WALL REINFORCEMENT IWITH 30 0 PSG SHALL BE I}PEIA RUNNING, DCO CRETE BGROUT. SPLICES INRE{REINFORCING, WERECPERMITTE , -' " (UNBLOCKED) PANEL EDGE. WA HA A��A� \ HEX NUTS BOLTS w/ 2 PLY BEAM (TYPICAL) SHALL BE 48 BAR DIAMETERS ALL CELLS BELOW FINISHED SHALL BE GROUTED SOLID. ALL EXTERIORLLS S LL BE _s " C�NECTTE U S & WASHERS 2x10 QR 2x12. FULL HEIGHT WITH - #4 ® 4'-0" O.C. MAX. 4 AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. AT STEMWALL CONSTR SIMPSON HUSC28-2 " SILL PLATE AND @ 24" O.C. a OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE), AND HANGER w/ 6-16d 4 ANCHOR. iv 2 ROWS 16d NAILING TO INTERMEDIATE VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 1/S11.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SH74 TO HEADER AND COMMON WIRE " MINIMUM OF 6". IF THE FOOTING ELEVATIONS SHOWN OCCUIR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHOULD BE 6-16d TO WALL PARALL BEAM. PSL ® 12" O.C. SUPPORT IS 6 O.C. MAX. STUDS, ROOF PORCH BEAM FRAMING. EA. SIDE. FLOOR JOISTS. NOTIFIED. -' " 4 ' a � PLANFORE� � �� LION TRUSSES, OR WOOD: ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE - OPTION B OF PLIES) /z CDX PLYWOOD FLITCH. PRESSURE-TREATED. WOOD FRAMING SHALL BE IN ACCORDANCE WITH FBC-R, UNLESS OTHERWISE NOTED HEREIN. PT LUMBER FASTEN w/ CONSTRUCTION 3IMPSON ACRY1 1C TIE OPTION A MAY BE USED IN LIEU OF INDICATED IN SECTIONS PRESERVED WITH SODIUM BORATE (DOT-DISODIUM OCTABORATE TETRA HYDRATE). IF HOWEVER, ACQ OR ADHESIVE AND NAILED. NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. TION B AT CONTRACTORS DISCRETION (2)SIMPSON SPH4/6, PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. PARALLAM BEAM FLITCH BEAM BEARING WALL NOTES: HEADER NOTES: PORCH BEAMS DENOTED AS H10F OR H12F. 1.2. POABES N CONTACT /LE TOP PLATES D CONCRETE OR CMUSILL PLATES LSHALL BE P.T.E SYP 2, JCKHEADER KI GSTUDS U.O.N. P#ON PLAN. - N 3 CONNECTION 4 ROD ALTERNATE 5 ATTACHMENT OF BUILT-UP MEMBER 6 SHEATHING NAILING DETAIL 3. SILL PLATE ANCHORS PER GENERAL NOTES. 3. SEE DETAIL 7/S2.0 FOR TYP. FRAMING. STI Ir) NOTED S2.0 S2.0 52,0 S2 0 4, STUD SIZE & GRADE ON STRUCTURAL PLANS SUPERSEDE THIS TABLE. 4, HEADERS ON PLAN SUPERCEDE THIS -10el TO TO TOP PLATE 5. MIN. OF SPF UTILITY GRADE FOR INTERIOR NON-BRGI. TOP PLATES, 5, PROVIDE (2)2x12 SYP#2 HEADER ® GARAGE 6. USE SPF#2 OR BETTER FOR ALL WALLS IN THESE PLANS. - 7. SPACE STUDS AT 24" O.C. IN NON-LOAD BEARING WALLS. 8. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR - " CONNECTOR F PART. ENC. EXP. 19' 1!c AML(. EXP. 'C' ENCLOSED M. 'B' Q FLOOR BEARING ELEVATION, UNLESS NOTED OTHERWISE ON PLAN. " TYPICAL CONNECTION DETAIL SCHEDULE 2nd LVL KING STUDS TO A SPH4/6 016" O.C. SPH4/6 032" O.C. nW GENERAL EPDXY EMBEDMENT: (SEE ANCHORING SYSTEM BELOW FOR ADDITIONAL INFORMATION) EMBEDMENT OF RODS _ TIM 1st LVL FRAMING. SIMPSON FASTENERS TO CONN. UPLIFT DOWELS SHALL BE 12 BAR DIAMETER MINIMUM (UON), HOLES SHALL BE '/4" LARGER THAN REBAR SIX AND '/e" LAIR PER THAN B CS16 ®32" O.C. CS16 032" O.C. DETAIL CONNECTOR TRUSS/LVL HEIGHT CAPACITY SIMPSON PHDS HOLDDOWN w/ THREADED ROD SIZE. - oO C SPH4/6 032 O.0 SPH4/6 032" O.C. 8A PHD5 14-SDS '/4x3" 11'/2' 4685 14-SDS'/4%3". WHEN DOUBLE IS '- MSTA24 TO 4 WDIE MSTA24 TO 6' WIDE •• , „ _ c•� D 8B HTT16 18-16d 16 3480 MINIMUM 2-PLY SPECIFIED ON PLAN USE 1 /2 SDS Q SHEATHING SPECIFICATIONS: PRLLJOVIDE Z (2) MSTA24 TO 9' WIDE (2) MSTA24 TO 12' WIDE -- SHINGLE ROOF - 14/32" APA RATED SHEATHING, NAILED vw/8d COMMON NAILS a 6" O.C. EDGE & 6" O.C. FIELD (® A L N -.-]Od TO TO TOP PIATE 8C HTT22 32-16d SINKERS 22" 5250 SCREWS INSTEAD. O LTT20B TO 4 WIDE LTT20B TO 6 WIDE , LVL OR TRUSS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). SOLID 0 E 80 HDQ8 20-SDS /4x3 14" 8325 FOR HTT22 CONNECTION NOTCH - BLOCKING HTT16 TO 9' WIDE HTTI6 TO 12' WIDE 8E HHDQ11 24-SDS '/4x2'/2" 183/4" 11445 ' TILE ROOF - 19/32" APA RATED SHEATHING, NAILED w/8d COMMON NAILS a 6" O.C. EDGE & 6" O.C. FIELD (0 CABLETT OR -10d TO TO TOP PIATE BETWEEN F CS16 TO 4' WIDE CS16 TO 6' WIDE 8F HHDQ14 3C' SDS '/4x2'/2" 21'/2" 14700 DBL. TOP PLATE AS REQ D FOR DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). FLOORS. (2) CS16 TO 9' WIEDE (2) CS16 TO 12' WIDE ALL NAILING T'0 ENGAGE HEADER. WA - 14 32" APA RATED SHEATHING, NAILED w/ 8d COMMON WIRE ® 6" O.C. EDGE AND 6" O.C. FIELD. PROVIDE 2x4 BLOCKING BRICK LINTEL SCHEDULE ND FASTEN PER SCHEDULE ON S0.1. _l.L / SIMPSON MSTC66U) AT ALL JOINTS. AT WALLS WITH STUCCO FINISH, PANELS SHALL BE ORIENTED LOG DIRECTION PERPENDICULAR TO WALL STUDS. MISC. BRICK SPECIFICATIO S CONNECTOR, PER ON TOP OF TRUSS ;; FLOOR - 23j32" APA RATED STURD-I-FLOOR SHEATHING, GLUE AND NAIL WITH 10d COMMON ® 6" O.C. EDGE & FIELD LINTEL MIN. MAX. CONNECTOR A MINIMUM 2-PLY TABLE ABOVE. AND DOWN OUTcIDE Q DIMENSION BRG. SPAN DOUBLE TOP PLATE TO WALL STUD. LVL OR TRUSS SYP#2 DOUBLE FACE OF POST. 5/8 "0 ROD, EA. END PORCH - '/2" GYPSUM (WATER PROOF} GREEN BOARD, w/ 5d COOLER NAILS ® 6" O.C. EDGE AND FIELD , HEADER, SEE SCHEDULE. TOP PLATE <� OF HEADER. PROVIDE -'/4" (OR GREATER) CDX PLYWOOD, w/ 6d COMMON NAILS ® 6" O.C. EDGE AND FIELD L3'/2x3'/2x/4 4 IN. 6 FT. CONNECTOR B (2)I RODS IF DOUBLE 2nd LVL WALL STUDS TO (2)SIMPSON HTS20 IS ''SPECIFIED ON PLAN. -7/18" OSB, w/ 8d COMMON WIRE NAILS ® 6" O.C. EDGE AND FIELD. L4x3'/2"x'/4 6 IN. 8 FT. 1 st LVL WALL STUDS OR ZSIMPSON H3 AT SAME CONNECTOR D ATTACH (1)HTS20 TRIM OVERHANG (AVOID NAILING FRAMING CONNECTOR HEADER TO JACK STUD FROM TRUSS/LVL TO FOR PLACEMENT PROVIDE 1-MSTA24 HARDIPANEL SHEATHING: WHERE HARDIPANEL SHOWN USE 5/16" HARDIPANEL SHEATHING FASTENED WITH 6d NAILS C� 6" O.C. EDGES SPACING AS CONNECTOR A A307 THREADED DRILL FROM DPP. SIDE) � & FIELD. WHEN SW-3 IS NOTED FASTEN WITH 8dx2'/2 GALV'. COMMON WIRE. IF SW-1 IS SHOWN. PROVIDE WOOD PANEL SHEATHING L5x3'/2"x'/4 6 IN. 10 FT. POST/BEAM TO POST. �+ OF STRAPS FASTENED EA. JACK AND EPDXY, 12 EMBED s STUD TO HEADER. AS INDICATED ABOVE BENEATH HARDIPANEL APPLICATION AND PROVIDE HORIZONTAL BLOCKING AT 48 MAX L6x3'/z"x'/4 6 IN. 12 FT. KING STUDS ROUGH OPENING SEE ARCH. AT OPENINGS LESS THAN 4' _ INTO MONO. SLAB FTG. /8"0 ROD EA. 1/2" ROD- V(23/," MIN. EDGE DISTANCE) SIDE OF TRUSS EXTERIOR AND INTERIOR SHEARWALL SPECIFICATIONS: SHEATH PER WOOD PANEL SHEATHING SCHEDULE BELOW, WITH 2x BLOCKING AT JACK STUDS 1PROVIDE SPH4/6 AND ANCHOR CONNECTOR E (woo) BUILT-UP POST 5/a"0 ROD ® 8A, 8B AND 8C WHEN 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 D KING STUD TO FOUNDATION. 16", UNLESS SHEARWALL ANCHOR SEE PLAN FOR ATTACHMENT '/8"0 ROD 0 8D PROVIDE THIS CONNECTOR ASSEMBLY WOOD PANEL SHEATHING: SW-# INDICATES WOOD PANEL SHEARWALL. PROVIDE NAILING AND ANCHORING AT EACH END OF 6" IIS PRESENT. AT FOUNDATION 1"0 ROD n 8E & 8F UPLIFT = 5660 PG.135 ON BOTH SIDES OF LVL/TRUSS. SHEARWALL PER SCHEDULE BELOW OR AS INDICATED ON PLAN. PROVIDE DOUBLE STUDS AT ENDS OF SHEARWALLS. (KING STUDS AT C STEEL LINTELS TO BE MIN. 36" LINTEL MUST HAVE �. HEADER MAY SERVE AS DOUBLE STUD). IF CONVENTIONALLY STRAPPED, ANCHOR SECOND STORY END STUDS TO FIRST FLOOR WALL CORROSION RESISTANT COATING " EPDXY BASED PAINT. FRAMING w/ (3) CS16 OR AS INDICATED ON PLAN. TYPICAL LOW HEEL TRUSS HEADER e 2. LINTEL MORE THAN 8'. SHOULD BE LATERALLY CONNECTION CONNECTION CONNECTION LABEL NAILING & END ANCHORAGE OF SHEARWALLS SUPPORTED NOT TO EXCEED 6 FT. O.C. w/1-'/4x3" WD. SEE 18/S2.1 FOR SWI: NAILING- 8d COMMON WIRE NAILS ® 3" O.C. EDGE & 6" O.C. FIELD ANCHOR- 5/8"0 ROD Q&(2)'/2"0 RODS SCREWS INTO HEADER PROVIDE A '/2" VERT. SLOTTED CONNECTOR C SILL ATTACHMENT. DETAILS SA,SB,SC,HD.8E.SF DETAIL 8G DETAIL 8H _..I ) HOLE FOR SCREW. 1st LVL WALL STUD SW2: USE SW1 NAILING, EXCEPT SHEATH BOTH SIDES OF STUDS ANCHOR- W/ (2) 5/8"0 RODS TO SILL PLATE UPLIFT SINGLE - 4685 PG.26 SW3: NAILING- 8d COMMON WIRE NAILS 0 6" O.C. EDGE & 6" O.C. FIELD ANCHOR- w/ '/2"0 ROD TYPI CAL OPENING D ETAf L SAN D UPLIFT DOUBLE - 9,370 PG.26 3. BRICK VENEER SIDING: HORIZONTAL TIES ® 24" O.C., 7 CONVENTIONAL STRAPPING SCHEDULE WHEN02f HIGH UPLIFT TRUSS OR BEAM CONNEC N � ANCHORING THE THREADED ROD ANCHORING SYSTEM SHALL CONSIST OF '/2"0 A307 THREADED RODS, ORIENTED VERTICALLY VERT. TIES 0 16 O.C.. PROVIDE 3/16"0 WEEP HOLES TI D S ® 33" O.C. IMMEDIATELY ABOVE FLASHING. w AND ATTACHED TO THE FOUNDATION AND TO THE UPPERMOST PLATE AT THE LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE S2.0 SSP MAY BE USED IN LIEU OF SPH4/6 HOWEVER SPACING SHALL BE REDUCED BY HALF. OTFD TOP PLATE, PROVIDE A 3"x 3"x'/4" 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 W 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 1N THE PLATE / LARGER THAN THE DIAMETER OF THE DBL. TOP PLATE w/10d ® 3 G.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 PERPENDICULAR TO WALL: CONVENTIONAL ROOF FRAMING SCHEDULE NAILS ® 3" O.C.(TYP BE SLANTED FROM TRUE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. 2x6 SYP#2 BLOCKING BETWEEN EA,. THE NUT ABOVE THE UPPERMOST PLATE SHALL BE SECURED OVER THE WASHER TOA SNUG-TIGHT CONDITION PLUS ONE-HALF TURN JOIST TO SILL QR, GIRDER TOE NAIL 2-16d 2x12 SYP#2 LEDGER, FASTEN T(0 ROOF FRAMING TRUSS. FASTEN TO DBL. TOP PLATTE ASPHALT SHINGLE CONCRETE TILE BELOW w/ 4-12d NAILS AT EACH OF A STANDARD WRENCH (APPROXIMATELY 25 FT.-LBS. OF TORQUE). ROOF RAFTER UPLIFT CONNECTOR ® ROOF SDESIGN NSP CS RAFTER INTERSECTION. w/10d � 4 O.C. MAXIMUM SPAN MAXIMUM SPAN 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) FROM CENTERLINE OF ROD TO EDGE OF SLAB) OF 2" FOR 2x4 FRAMING AND 3" IN 2x6 FRAMING. PROVIDE 6" EMBEDMENT FOR ®24" O.C. d16" O.C. ®24" O.C. ®16" O.C. DBL. TOP PLATE PRE-ENG TRUSS OVERFRAME RAFITERS, 1 SOLE PLATE TO JOIST/BLOCKING FACE NAIL 16d® 16" O.C. 2 x 6 9'-6" 11'-6" 8'-6" 9'-9" (1) H3 OR 4-12d TOE NAIL (1) A35 QR 4-12d TOE NAIL {I SEE PLAN. MONOLITHIC CONCRETE AND 12 EMBEDMENT FOR STEMWALL,A>>AD CMU AND ICF INSTALLATIONS. �I GENERAL UPLIFT REQUIREMENTS: AT WALLS INSTALL %00 A307 THREADED ROD ANCHORS PER DETAILS 1 & 2/S2.0 WITH A MAX TOP OR SOLE PLATE TO STUD FACE NAIL 2-16d 2 x 8 13'-0" 15'-0" 11'-6" 13'-0" (2) H3 �R 8-72d TOE NAIL (2) A35 �R 8-12d TOE NAIL SPACING OF 6'-8" O.C., AT EXTERIOR WALLS & 4'-0" O.C. AT INTERIOR BEARING WALLS, AND AT ALL CORNERS AND WALL 2 x 10 16'-6" 19'-0" 13'-9" 17'-0" (1) MT512 (2) A35 I. SIMPSON H2.5 w/10-8d COMMON INTERSECTIONS, ALSO, LOCATE AT SPECIAL ANCHOR LOCATIONS INDICATED ON PLAN, INTERIOR PARTITION WALLS AND INTERIOR STUD TO SOLE PLATE TOE NAIL 3-16d NAILS FROM RAFTER T'0 LEDGER WHEN USE DETAIL ONLY IF BEARING WALLS WITH NO ROOF UPLIFT DO NOT REQUIRE ANCHORS. ANCHORS AT ENDS OF SHEARWALLS MAY VARY, SEE SHEARWALL 2 x 12 19'-0" 23'-0" 16'-3" 19'-9" (2) MTS12 (2) A35 PROVIDE 2x4 SPF#2 BLOCKING NO SPECIFIED ON PLAN SPECIFICATIONS ABOVE AND PLAN FOR LOCATION. AS AN ALTERNATE THE CONTRACTOR MAY INSTALL CONVENTIONAL STRAPPING DOUBLE STUDS FACE NAIL 16d® 12 O.C. SIMPSON H2.5 w/ 10-8d NAILS PER 7/S2.0 FOR INTERIOR/EXTERIOR ROOF BEARING WALLS IN LIEU OF THE ANCHORING SYSTEM. NOTE: FROM LEDGER TO ROOF MEMBER. TOP PLATE, LAPS/INTERSECTION FACE NAIL 2-16d /i6" OSB OR 3/e" CDX USE THIS SCHEDULE FOR ALL ROOFS NOT FRAMED BY PRE-ENGINEERED WOOD ROOF TRUSSES. AT USE THIS DETAIL TO SILL PLATE CONNECTORS: ALL EXTERIOR WALLS & INTERIOR SHEARWALLS, PROVIDE '/2"x6" Ig THREADED ROD ANCHORS w/ 2x2x'/4"0 16 16" 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 d® O.C. TRUSS OR CEILING JOIST ATTACHMENT OF OVERFRAMED RAFTERS TO MAIN RAFTERS. WHEN USING TWO H3 CLIPS ON 1'/2" WIDE SEE PLAN. PRODIDE MTS12 OR CS16 OR V/2%11/2"x'/8"O PLATE WASHER DRILLED & EPDXIED ® 40' OC BETWEEN ANCHOR RODS INCLUDING BENEATH WINDOW SILLS. CONT. HEADER, TWO PIECES FACE NAIL ea. EDGE HEADER PER PLAN. ROOFS VALLEYS ETC. " LUMBER PLACE CLIPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA, OTHER. WHEN USING TWO A35 CLIPS ' 11,03,05 w/8d ® 3 O.C. EDGE DIRECTLY BETWEEN OVERFRAMING ROOF AND CEILING FRAMING: REFER TO TRUSS SHOP DRAWINGS FOR TRUSS PROFILES. PROVIDE SOLID BLOCKING AT SHEATHING CEILING JOIST TO PLATE TOE NAIL 2-16d WALL FRAMING AND 12"O.C. FIELD ON 11/2" WIDE LUMBER, STAGGER CLIPS VERTICALLY TO AVOID NAILING INTERFERENCE. RAFTERS SHALL BE PROVIDE SOLID SPF#2 BLOCKING RAFTER & ROOF (MEMBER. DESIGN/DRAWN JOINTS IN THE FIRST TWO RAFTER OR TRUSS SPACES FROM GABLE END. ROOF SHEATHING SHALL BE ATTACHED TO BLOCKING WITH PER 11/S2.1. STRAPPED TO NEAREST MAIN ROOF RAFTER, AT PANEL JOINTS ADJACENT TO PANEL-END NAILING REQUIREMENTS. ALL CONVENTIONAL FRAMING SHALL BE SYP#2. TIE IN OF OVERFRAME RAFTERS LAP/MRG CONT. HEADER TO STUD TOE NAIL 3-16d P.T. POST OR BOX MEANS AND METHODS: THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL QR_ BE RESPONSIBLE FOR CONSTRUCTION MEANS, FRAMED COLUMN, TO TRUSS FRAMING, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS CEILING JOIST TO ROOF RAFTER FACE NAIL 8-12d PORCH ROOF SEE PLAN. LAP PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. RAFTER PLATE TOE NAIL 4-16d 9 TRUSS CONNECTION CONVENTIONAL ROOF SCHEDULE 11 LED GER/OVERFRAME RAFTERS SHEET WHEN 10 LIMITS OF STRUCTURAL ENGINEERING (DESIGN RESPONSIBILITIES: THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER BUILT-UP CORNER STUDS FACE NAIL 16dO 12" O.C. S2.0 OTE D F ARE LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, WOOD PANEL SHEARWALLS, WALL FRAMING AND S2.0 S2.0 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, S2mo MECHANICAL OR ELECTRICAL SYSTEM. UPLIFT CONNECTION PER SCHEDULE. WALL STUD (1) SIMPSON A34 '/,�" OSB DIAPHRAGM 2x- SYP#2 CONT. ATTACH TO DBL. ROD, NUT AND 2x8 SYP#2 CLIP EA. RAFTER. FASTEN TO NAILER w/ TOP PLATE AND TRUSS w f 10d SYP#2 2x4 NAILER WASHER PER RIDGE BEAM FLOOR DECK. 1 ROW 10d 0 4"O.C. ATTACH SW SHEATHING TO 0 3" O.C. EDGE OF 2x_ MAY FASTENED TO TRUSS NOTES HEADER, PER FLOOR DECK. ( ) HEADER SCHED. OPE TNG oo 10d0 4 O.C. FASTEN TO TOP PLATE w/ ADJACENT TRUSS. BLOCK ALL-1 OVERHANG DBL. TOP PLATE. WOOD ROOF TRUSS. BOT. CHORD w/(2) (2)ROWS OF 10d 0 4"O.C. PANEL EDGES. NAILING TO WOOD ROOF ROWS 10d © 3" O.C. x/16" OSB DIA. FASTEN TO MATCH SHEARWALL. 4-16d TOE NAILS 6-12d COMMON AT EA. "" TOP PLATE w/ (2)ROWS 10d TRUSS. ATTACH SW SHEATHING FASTENED TO SHEATHING e TO ADJACENT TRUSS. WITH 10d ® 3" O.C. { %- % 4 O.C. & 2x4 NAILER w 2x4 SYP#2 CATS AT 12 BLOCK ALL PANEL EACH RAFTER TO END OF CEILING JOISTto WOOD ROOF FASTENED TO TOP SHEATHING FASTENED TOP PLATE TO ROOF RAFTER (TYP) % (1) ROW 10d ® 4 O.C. O.C.11'/4" EDGES. NAILING TO 16 MAX. GIRT & FASTEN RS ROOF TRUSS (TYPICAL) TRUSS. MAX. PLATE w/(4)12d COMMON. MATCH SHEARWALL TO TOP PLATE w/ KING AND JACK PER 18/52.1. STUDS PER SYP#2 LEDGER ATTACH TO 1 d 3 0.C. HEADER - STUDS r 16" O.C. w/1,2d ° o ° o ° FLOOR FRAMING Lou Pontiga and SCHEDULE - - COMMON WIRE NAILS PER SYP#2 2x4 NAILER FASTEN TOP PLATES SYP#2 2x4 NAILER FASTENED FASTEN TOP PLATES SCHEDULE BELOW. 2x6 SYP#2 CEILING JOIST w/ INTERIOR SHEARWALL. FASTENED TO TRUSS TOGETHER w/ 2 ROWS TO TRUSS BOT. CHORD w/(2) FASTEN CATS TOGETHER w/2 ROWS Associates, Inc, VERTICAL 8-12d NAILS EACH END, BOT. CHORD �w/(2) OF 4 10d BETWEEN ROWS 10d 0 4" O.C. EACH END w/ OF (4)10d BETWEEN REACTION LEDGER SIZE & NAILING ROWS 10d 0 4 O.C. EACH )STUD. (3)10d COMMON EACH STUD. 496 Osceola Avenue 2x SPF DIAGONAL 0-775 2x6 w/(5) NAILS EACH STUD (1) SIMPSON H3 '/is" OSB (ON ONE SIDE) BLOCKING IF SHEARWALL IS ALIGNED DIRECTLY SHEARWALL OR TOE NAILS BLOCKING FASTENED 7 -775 0 2x8 w 8 NAILS 0 EACH STUD CLIP EA. JOIST. WALL STUDS AND PANEL BETWEEN FLOOR TRUSSES BENEATH FLOOR TRUSS OMIT HORIZ. SHEARWALL SHEARWALL EXTERIOR WALL Jax. Beach, Florida 32250 Lw/(2) 12d E.E. /( ) SHEATHING CONY. (2x4 SPF ALL AROUND). ATTACH SHEARWALL Ph.242-0908 Fax. 241-9557 1251-1540 2x10 wf(10) NAILS ® EACH STUD OSB & EXTEND WALL SHEATHING TO TOP 1540-1850 2x12 w/(12) NAILS D EACH STUD STRAP PER 7/S2.0 TO DOUBLE TOP PLATE w/5-16d FLANGE OF FLOOR TRUSS. CA# 8344 NAILS BETWEEN EA. FLOOR TRUSS. ALTERNATE A ALTERNATE B ALTERNATE C ALTERNATE D CONTACT US AT: ROUGH OPN'G, SEE ARCH, ANCHOR WALLS TO FRAMING w/SIMPSON MTS30 0 32" USE THIS DETAIL AT EXTERIOR USE THIS DETAIL WHERE LEDGER NOTES: COMMENTS@tLP-A.COM WHERE A LEDGER IS INDICATED ON PLAN AND NO O.C. WHEN OVERFRAMING FALSE DORMER OVER ROOF WALLS THAT TERMINATE SHEARWALL RUNS PARALLEL TRUSSES PROVIDE 2x4 BLOCKING BETWEEN TRUSSES 0 PERPENDICULAR PARALLEL BETWEEN ROOF TRUSSES. TO THE TRUSSES. NOTE: TRIM WALL SHEATHING TO MATCH TRUSSES BEAR AT THAT LOCATION, THE LEDGER 16" O.C. FASTEN BLOCKING EACH END w/ SIMPSON A34. ANY ALTERNATE MAY BE RADIUS WINDOW FRAME BY G O IS BEING USED TO ATTACH THE ADJACENT ROOF TO FLOOR FRAMING TO FLOOR FRAMING USED AT ANY SW, EXCEPT DECK. USE A 2x6 LEDGER PER SCHEDULE ABOVE. AT SW-2. AT SW-2, USE ATTACH ROOF DECK PER GENERAL NOTES. ALTERNATE A AND i DORMER RI)OF FRAMING SHEARWALL FRAMING AT FLOOR REDUCE TYPICAL 4" NAIL RADIUS WINDOW FRAMING WHEN 2 LEDGER CONNECTION WHEN 3 4 SPACING TO 2" O.C. 5 SHEARWALL FRAMING AT ROOF 52.1 OTED S2.1 OTED S2.1 52.1 52.1 r 'r r GREATER THAN 3'-6" NO PA51 REQUIRED. NOTE: IF SHEARWALL IS SPECIFIED SHEATHING WALL SPH4/6 � 32 O.C. + o f� ..,. ABOVE ADJ. ROOF OR ;.? ON PLAN AT THIS CONDITION, UP TO HIGH DBL. VALID ONLY WHEN DBL. TOP PLATE. �` EXTEND SHEATHING FULL HEIGHT y r SIGNATURZ IS iN BLUE INK (2)SIMPSON MSTA24 SSP ® 24" O.C. SIMPSON MSTA24 FLAT '�.- ,� TOP PLATE. � `f� STRAPS FROM GARAGE STRAP AT EA. SUPPORT / SPH4/0 32 O.C. DOWN TO FLOOR FRAMING & FASTEN AND PRISED SEAL DBL. TOP PLATE. R ' DECK LEDGER OVER WALL SHEATHING. DOOR HEADER TO JACKS STUD. (TYP) `3K � ��.; 8d COMMON E JACK STUDS. '/2"0 ROD, UNLESS <'f SSS'.''© 24" O.C. Y.�� WIRE NAILS _ �` TO BLOCKING / `F SHEARWALL SPEC. REVISIONS BY '12"0 ROD, UNLESS REQUIRES GREATER. 0 3 O.C. 1 A SHEARWALL SPEC. TYPICAL GARAGE HEADER/JACK CONNECTION . �' } 2x6.SYP#2 RIPP REQUIRES GREATER. THICKENED SLAB p GARAGE HEADER. GARAGE,HEADER. 4 /4 DEEP EA EDGE 0 GARAGE OPENING. ADD SIMPSON PA51 STRAP WHEN IMPSON,:'A51 STRAP ANCHOR 7�/ " �' SHEATHING WALL DOWN POR RAMNG SEE PLAN. 4 : . TO INTERSECTION OF 2x4 BLOCKING -y GARAGE WING WALL < 3 -6 SEE 6/82.1 FOR VARIOUS STUD WALL FRAMING % EMBEDDED IN CONC. FILLED INSTALLATION OPTIONS. FLOOR FRAMING. BETWEEN EA. TRUSS. FLOOR DECK. WATER hROOFING, SEE ARCH. 1 5/ " ROD AT gra 2x8 SYP#2 w/2x SOLID BLOCKING ATTACH AT EACH WALL w v STEM WALL. FASTEN TO KINGS ( ) a # w (3)2x STUD CORNER w 18-16d NAILS. CENTER OF WALL ALTtRNATE RETROFIT FOR PA51 STRAPS EACH SIDE 8d COMMON WIRE - AT SHEATHING EDGE v� SLOPE, fz f STUD w/ 3-16 NAILS FLOOR DECK. / SEGMENT 2,MSTAM24 FLAT STRAPS EACH SIDE f', ', a' TO LEDGER 0 3 O.C. �� AT EACH FRAMING /,-SEE Af�ItH. 4J-L 33/4" TO 5'/4" OESTEMWALL TO JACK STUDS. FASTEN N � INTERSECTION. FLOOR TRUSSP.T. SILL PLATE TYPICAL GARAGE WING-WALL > 3'-6" TO STEMWALL w/ (5) 3/16" TITAN ROOF 1 (MIN. 6-16d BETWEEN'Kill 11111111 OR JOIST. CONT. 2x RIM BOARD ALTERNATE RETROFIT FOR PA51 STRAPS MASONRY SCREWS AND TO STUDS wf EACH TRUSS) (TYPICAL) 2-MSTAM24 FLAT STRAPS EACH SIDE 9-10d COMMON WIRE NAILS. 12d 0 4 O.C. VERT TRUSS OR � � OF STEMWALL TO JACK STUDS. FASTEN SIMPSON PA51 STRAP (STAG. w/ NAILING JOIST ROOF TRUSSES PERPENDICULAR SIMPSON H3 CLIP TO STEMWALL w/ (5) 3/16" TITAN EMBEDDED IN GARAGE ,f FROM OPP. SIDE) DETAIL B 2x12 SYP EA. RAFTER. THICKENED SLABEDGE. � � � #2 LEDGER MASONRY SCREWS AND TO STUDS w/ _..-, CONTINUOUS 2x6 SYP#2 CONT. w/10-12d COMMON .HEADER, SEE PLAN. 9-10d COMMON WIRE NAILS. FASTEN TO KINGS wf LEDGER, SEE LEDGER WIRE NAILS 0 16" O.C. t SHEATHING. 16" MIN. EMBED. 18-16d NAILS. f OF PA51 IN EMBED. CONIC. THICKENED SLAB THICKENED SLAB _ THICKENED SLAB PROVIDE ABU88 HOLD NOTES 2/S2.1 & (3)SDS Ya x3 WOOD SIMPSON LUS28 JOIST HANGER THICKENED SLAB EDGE 0 GARAGE --J EDGE 0 GARAGE', WN AT BASE, U.O.N. SCREWS ROWS 0 32"O.C. - .. -, w/ 6-1 Od TO HEADER AND 4-l Od `` TO JOIST. FILLED STEMWALL. EDGE D GARAGE OPENING. '/2"0 EDGE 0 GARAGE OPENING. OPENING. ; ROOF TRUSSES PARALLEL " ROD, UNLESS OPENING. a r GARAGE WING-WALL < 3'-6" ALT. A SHEARWALL SPEC. REQUIRES GREATER, ' ;. DETAIL A BUILT--UP WHEN 6 GARAGE WING WALL ELEVATION WHEN 7 GARAGE CENTER WALL ELEVATION WHEN 8 COLUMN POST ,+�.,EN 9 WALL ADJ. TO ROOF FRAMING WHEN` �� TYPICAL PORCH FRAM ING OTED S2 1 STEMWALL SHOWN, MONOLITHIC SLAB FOOTING SIMILAR. OTED S2.1 ;;5 EP�IWALL SHOWN, MONOLITHIC SLAB FOOTING SIMILAR. OTILD S2 �/ TWO STORY OTED 52.1 SEE CONSTRUCTION SPECIFICATIONS FOR ROOF AND 0 52.1 WALL SHEATHING AND STUD FRAMING. GARAGE WING-WALL < 3'-6" ALT, B 2x SPF BLOCKING Q 4-16d EA. SIDE IF UPPER PLATE BREAK OPTION (p IS USED, AT BREAKS IN UPPER PLATE OF DOUBLE TOP RIPPED TO FIT M c� TRUSSES ON BOTF, SIDES OF BREAK SHALL PLATE THE FOLLOWING OPTIONS ARE ACCEPTABLE: WITH GAP SHOWN , ' BE STRAPPED WITH A MINIMUM OF ONE H8. A INSTALL SIMPSON LPT4 CENTERED ON BREAK CENTER ROD ON JOINT IN UPPER PLATE CONVENTIONAL ROOF FRAMING, UPPER PLATE BREAKS THREADED ROD, PER SPACING. C PROVIDE ROD WITHIN 12" OF JOINT EA. SIDE. ►, 4' SPLICE, MIN. (TYP) D OMIT ABOVE REQUIREMENTS, IF NO ROOF TRUSS �..� ROOF SHEATHING PER SEE ROOF FRAMING PLAN OR 6 MAX. CONSTRUCTION SPECS, SHEATHING MAY SCHEDULE 10/S2.0. STRAP FROM 2ND IS LOCATED WITHIN 12" OF BREAK ON EITHER SIDE. TERMINATE AT TOP FASTEN ROOF TRUSS AT EDGE ' 2x4 SYP#2 DIA. & HORIZ. STRAP FROM 2ND FLOOR FLOOR STUDS TO OF DBL. TOP PLATE. �. I i OF HIGH SIDE OF WALL WITH PRE-ENGINEERED WOOD CEILING JOISTS PER TABLE BRACING ® 24 O.C. I STUDS TO 1ST FLOOR I 1ST FLOOR STUDS DBL. TOP PLATE NAIL UPLIFT CONN. LONG ENOUGH ROOF TRUSSES. TRUSSES WITH BELOW w/ 8-12d COMMON UPLIFT CONNECTOR, PER BETWEEN OUTER WALL & STUDS SEE UPLIFT ��NN. SEE UPLIFT CONN. w/lOd x 3" 0 8" O.C. TO ENGAGE STUDS. ALIGN STUD UNDER DBL. TOP PLATE NAIL CLIP, PER UPLIFT " WIRE NAILS EA. END INTO FIRST INTERIOR TRUSS. SCHED. OMIT ® Irlt,L-r,DED SCHED. OMIT 0 " HEEL < 1 -O SCHEDULE 10/S2.0 AND TOE NAIL EACH END R00 ANCHOR SYSTEM THREADED ROD STAGGARD. (TYP) 6" MAX. LOWER TOP PLATE, w/lOd x 3 0 8 O.C. CONNECTOR SCHED. RAFTERS. (TYPICAL) 2-12d TOENAILS EACH I I ANCHOR SYSTEML_____ _________ STAGGARD. (TYP) SEE LEFT SIDE OF RAFTER. w/4-12d NAILS (TYP) I I -_ FOR INFO. IF HIGH SIDE OF WALL IS NOT SHOWN I - I INDICATED AS A SHEARWALL, DRYWALL CEILING AND I INSTALL DBL. 2x BLOCKING AT PART. ENCLOSED I STUDS FASTENED w DBL. TOP CEILING JOIST BOARD RIBBON IN FIRST TWO STUDS SPACES BUILDINGS, BOTTOM I I 10d x 3" ® 6"' O.C. CHORD BRACING PER PLATE SYP#2, I I (TYP) STAGGARD. TYP TRUSS ENGINEERING. MATCH STUD WIDTH. FRAMING SCHEDULE FLOOR I I FASTEN (2)MSTA36 AT INSIDE INSTALL AN ADDITIONAL '/2"m ROD, UNLESS SHEARWALL 6" (TYP) TRUSSES FACE OF SHEARWALL OR BEND THREADED ROD ASSHOWN. SP R I JOIST MAXIMUM SPAN WA OR JOIST, - --- I IEC. REQUIRES GREATER. MAX CLIP FROM DBL. TOP THREADED ROD QR NON-STRUCTURAL, " LL FRAMING I I AROUND ENDS AT NON-SHEARWALL. PLATE TO STUD, SEE OMIT WHEN USING SOFFIT SEE ARCH. (SYP #2) n24 O.C. ®16 O.C. PER 7/S2.0. I FLOOR TRUSSES I PLATE HEIGHT CHANGE TOP PLATE BREAKS UPLIFT CONNECTOR CONVENTIONAL 2 x 6 11'-9" 12'-9" CEILING LINE I OR JOIST. I EXTEND SHEATHING IF NO THREADED ROD OR ANCHOR Q SCHEDULE, OR STRAPPING. 2 x 8 15'-0" 17'-0" I I BOLT IS LOCATED SHOWN PROVIDE '/2"0 OMIT AT THREADED VERTICALLY TO TOP WALL FRAMING I WALL FRAMING I 2x STUD WALL FASTEN ROD, UNLESS OF TRUSS AS SHOWN. 2 x 10 19'-0" 21'-6" BUTT J01 A '/2"0 THREADED ROD ANCHOR BOLT TO BLOCKING w SHEARWALL SPEC. ROD SYSTEM. DBL. TOP PLATE PER 7/S2.0. I PER 7/S2.0. I / SYP #2, MATCH PROVIDE 2x4 BLOCKING 2 x 12 23'-3" 26'-3" w/ 1'/2" PLATE WASHER. 4-lOdx3" NAILS. REQUIRES GREATER. STUD WIDTH. AT HORIZONTAL JOINTS. ATTIC DESIGN CRITERIA: BLOCKING OR SOLID, w/ TRUSSES WITH 10 PSF DL, 15 PSF LL PT. SYP#2 1'-0" 6" PROVIDE AT A DISTANCE OF NO LESS MIN. OF 3-12" BLOCKS, Q HEEL i � O SILL PLATE I THAN 6" AND NO MORE THAN 12" FROM NOTE: ONLY ONE ROD IS MAX. MIN, ALL BUTT JOINTS IN THE SILL PLATE. + a REQ'D AT TYP. CORNERS. 11 ROOF AND WALL FRAMING WHEN 12 CONVENTIONAL RAFTER ,3 FLOOR TRUSS & WALL FRAMING SILL PLATE BREAKS ,4 STANDARD WALL FRAMING DETAIL CORNERS OTED 52.1 S2.1 FOR INFORMATION NOT 52.1 52.1 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 HEADER, PER � � .-. � & WASHER OPE TNG (2)CS20,STRAP:S (9)8d NAILS A ARCH. DEPTH REQ D. -SHEA�,-II�•G PE:R NOTES HEADER SCHED. SHEATHI.," PES- SW-1 EACI#`END.. TYP. EA. END � CO�tT. AT -^�:.. 3x3 PLATE 2x4 SPF#2 STUDS ` ( ) SPECIF1 ATION r.� * LTP4 MAY BE i = GIRT,/VERT w WASHER. AT 16 O.C. (TYP ' Y' wEND PROVIDE NOTCHED AND FktED Ox8 / I I OMITTED IF JACK I JOINT. FASTENER I '/2"0 RODS 0 48" O.C. 2x4 SYP#2 SCAB INSTALLED UNDER V) 2 SYP#2 w/ PLYWOOD OF€ tSB SPACER TO } a MIN. OF TWO ON EA. FACE (2)2x8 SYP#2 FASTEN {2)2x4 EXT. STUDS TO } �j BOX BEAM. /2 0 THREADED ROD w/ 3x3 SUPPORT HANGING. WALL 4$,f b.C. MAX. BELOW BOTTOM ._. J,=" I _. OF GLASS AND MIN. 1 w SPACER, ' � �� HEADER BELOW w SIMPSON * � '� O � „ ALIGN WITH HAf��iNG.<WA�L;WHEN TRUSS / PLATE FACE-NAIL TO RATE� 5 , ATHING TO RUN / / LTP4 ON INSIDE FACE w/6-12d.� =r- KING & JACK WITHIN 8 OF MITER. WASHER TOP & 1 /2 WASHER PERPENDICULAR, TQ' VALE �� /2' '�TRUSS TOP CHORD 6ON,�INUOUSLY TO INSIDE (2)CS20 STRAPS (9)8d NAILS ` '� TOE NAILS TOP & BOT. e: STUDS PER BOT. RECESSED IN LOWER PLATE. ROD . ,,-.. w/12d NAILS 0 3" 'FACE -O` CHIMNEY FRAMING. EACH END. P. EA. END " FASTEN MULTI-PLY ,f HEADER SCHED. DROPPED HEAD �' DETAIL A-A PER 5/52.0. 0PTI0N A. BOX BEAM BETWEEN 2x6 OR 2xa T& 7(2)112d TOE D "�O.C. (TYP EA. SIDE) {TYP):' ; STUD, AND OR SILL;' (BOTH ENDS)TYP. WINDOWS IN TWO STORY FRAMING TO MATCH WALL PLATES SEES E.E. A-A �. ` ,, .� - THICKNESS w/ (MIN) 29 STANDARD ROOF TRUSS g0 Q$ 45 Q& 22.5 2-A35 AND - „ `i SCHEDULE STUD CORNER OR JOIST. CORNER OF GLASS 2-SIMPSON MSTA24 r, MAIN 6-12d TOE �;; >' �%� 12d 8" O.C. ROUGH OPN'G, SEE ARCH. POST. / 2 H3 EA END AND WALL. STRAP TIE BENT AT ROOF TRUSS - "�_:, (TYP) ( ) ' BY OTHER. " HOUSE NAILS TOP DET _ / 12d COMMON NAILS,. USE s� T � EXTERIOR AND BOT. B "��, ' WALL COF�NERS w 22-10d r (2)2x6 HDR. A WALL. 2x SPF RIPP�1� HEAD & SILL FRAMING IN 1 St 1-SIMPSON 8 MAX. ' „ L �' ;�- SHEATHING, „I Ci ELEV. OF TOP n TO 1st 8 ® 11 /4RAAING, ELEVATION ' r<,:a PER SW-1 PLATE. FASTEN TO TO FIT ARCH. OR 2nd FLOOR OF SINGLE STORY WALL A35 TOP AND 6 0 7'/.4"'FRAMING, ROD. (3)2x SYP#2 FLAT WISE SPECS. STUDS w/SIMPSON DEPTH:`R£C?'D. BOTTOM ,w/ 16" 4"�D 5'4'o: AND HEADER PLATES. LAP HUC26-2 HANGER � = 12-8dx1 /2 MAX t INTERSECTING PLATES. WHEN USE DETAIL ONLY IF 0 SHEATHING ,. 3/2" FRAMING. NOTED SPECIFIED ON PLAN -- ---- (TYP. EACH END) w TO 1 st 90 Q$ 45 ,�- LArSEE 5/52.0 FOR NAILING (NAIL CORNER w/ Q CONT. AT ROD. MITERED OR 22.5• GYP. OF BUILT UP MEMBERS. 12d IN EACH PLY HEAD AND SILL FRAMING � FASTENING SCHEDULE r`- w GIRT/VERT I GLASS CORNER_.0i= 2x4 SYP#2 N JOINT. ROUGH MIN. HEAD OR MINIMUM GLASS & WALL MITERED GLASS (USE 9 ® 11 /;to ,�\', .; ,.` STUDS AT �� SEE SECTION B FOR (FRAMING, 7 0 71,/4, 2x4 SYP#2 SCAB I I _ }�t OPENING SILL PLATES FASTENER E.E. ,,,,,, DESIGN & ATTACHMENT STRAPPING REQUIRED BELOW BOTTOM I I �` "' (2)2x4 SYP#2 BLOCKING BELOW 16 O.C. 4._4.. 4-12d ELEVATION t' FRAMING 5 0 5'/ ' DATE `. OVERLAP SIDE TOE NAILS �' k (1)2x4 SPF #2 BY OTHER. ALONG OUTSIDE CORNER 2 I I PLATE TOE-NAIL TO TRUSS TOP } ; TYP WALL TOP PLATE .` HEADER, 2-12d OF WALL ELEMENTS. ' '� PLATE FACE-NAIL TO I I ( ) SAND 3/2 FRAMING 11.03.05 CHORD w 4 12d NAILS EACH SEE PLAN. F 6'-411 (2)2x4 SPF #2 (1)A34+ TOE NAILS TRUSS TOP CHORD I I �„»" _ a /( ) AS SHOWN (TYP,) � � , A34+ 6-12d (3)2x SYP#2 COLUMN, SEE 5/S2.0, rOR NAILING DESIGN/DRAWN w/12d NAILS CSD 3 END (TYP EA. SIDE) � ,,y. _,� 6 8'-4'* (3)2x4 SYP #2 O TOE NAILS OF BUILT UP MEMBERS. AT BASE PROVIDE LTT208 O.C. TYP EA. SIDE I I r' " 6-12d A TION AT HEAD SECTION AT CORNER LAP MRG ( ) �` TNG & JACKS PER SCHED. < 12-0 (3)2x6 SYP #2 (2)A35+TOE NAILS CONNECTOR OR ALTERNATE PER LEGEND ON THIS / SHEET ALSO PROVIDE THIS CONNECTOR AT CORNER CN1=CxED 1 � SEE 17/52.1 FOR BOX GIRTS REQUIRED BETWEEN OPTION_ _6f SPECIAL BOX BEAM BETWEEN WINDOWS IN TWO STORY CLEAR HEIGHT WALLS. POST OF KNEE WALL AT MITER. LAP r °-P--� ELEVATION VATION PLAN �� DOORS/J//)WINDOWS IN TWO STORY FRAMING SHEET SILL & DROPPED ,5 :: - HIMNEY FRAMING DETAIL - - r,6CHIMNEY FRAMING DETAIL ` 4�:�r 17 BOX BEAM DETAIL 18 HEAD FRAMING ,,,SEN 19 MITERED GLASS OPENING FRAMING 52.1 ON TOP OF ROOF ` { ) '� 52.1 (ON SIDE OF BUILDING) , � _� 52.1 52.1 OTED 52.1 �