The URL can be used to link to this page

Paradise Lane 721 (2) l • � � � C CD N 4 t U Sherman s Residence �g,E :n � SSA ta = 98SL Jacksonville Beach, N 1+ Q0 co M M Q O O O C? 4 O LU W W U1 BFSTCON Homes L mow • „ U COV N O 0 LL N M J . 2 N ro > � C7 C � a° a — f. ■ rrr CIO - - ..__. ..._.------- CN co r� J � a� T3 a� Y a a 0 [ LL m ? � o � rn x 1 m '�'C A�PPr2©VE© u a CITY OF Al LANN UAW .� pp }!!11 ■ JOB NO. 04-81-0023 Iv CU�I Paul's Bay SHEET TITLE SHEET COVER SHEET AD ----------- .. .............. . r U j .4 m m c1 m o c m a w c E GENERAL NOTES 4D ABBREVIATIONS SHEET INDEX N q 3 N p '2 A.B. ANCHOR BOLT FAS FASTEN(EA) PAR PARALLEL �LL m y yyy555 U a E .o 1. All work performed shall comply with all applicable Local and State Building codes, 5. SIDING&ROOFING A ABV ABOVE F F.B. FACE BRICK P P.BD. PARTICLEBOARD ordinances,and Regulations and all other authorities having Jurisdiction. A/C AIR CONDITIONING F.B.O. FURNISHED BY OTHERS PC.CONC. PRECAST CONCRETE ARCHITE^'"r URAL A. Vapor Barrier shall be applied on all exterior walls. Install as per manufacturers ACC ACCESS F.O. FLOOR DRAIN P.E. PORCELAIN ENAMEL (�/_ pp AC.T, ACOUSTICAL TILE(CLO) F.E. FIRE EXTINGUISHER PED PEDESTAL(SINK) requirements. AFF ABOVE FINISH FLOOR F.F. FINISH FLOOR(LINE) PERI PERIMETER A.D' AREA DRAIN F.G. FIXED GLASS PKG PARKING 2, Minimum Design Loads, B, Install#15(min.)felt under all shingles, ADD ADDENDUM FGL FIBERGLASS PL PLATE(HEIGHT) AQ.Q COVER SHEET FLOOR: 40 P.S.F.Live Load ADH ADHESIVE FIN FINISH P.LAM. PLASTIC LAMINATE c� 10 P.S.F.Dead Load C. Nails only to be used for roof shingle attachment. ADJ ADJUSTABLE FLO FLASHING PLAS PLASTER 00A1 " w r— - AGG AGGREGATE FLR FLOORING) PNL PANEL � w N 6 No staples allowed. > ABBREVIATIONS> SYMBOLS AND ti Cp 0 m W o .1 INDEX A.H.u. AIR HANDLING UNIT PLUR FLORESCENT(LIGHT) PNT PAINT(ED) a o 0 o a r ROOF: 40 P.S.F.Live Load AL ABOVE LANDING FN FENCE PR PAIR(OF) GENERAL NOTES 10 P.S.F.Dead Load D. Flash all roof to wall conditions. ALT ALTERNATE FND FOUNDATION PREFAB PREFABRICATED ppp Verify design loads with local Building codes and Conditions.Refer to Structural E. Gutters to be 5"(min. 27 auge aluminum with baked enamel finish, Downs ut to be 4" ALUM ALUMINUM F.O. FACE R PSP POUNDS PER SQUARE FOOT to co )• 9 � A.P. ACCE55PANEU FP FIREPROOF PSI POUNDS PER SQUARE INCH Engineering for all structural details,specifications,anP1 N PARTITION d notes. .20 gauge aluminum with baked enamel finish. APx APPROXIMATE FPHB FIRE PROOF HOSE BIBS LAYOUTS � 7 � ARCH, ARCHITECT(URAL) FPL FIREPLACE P.T. PRESSURE TREATED(WOOD) ASPH ASPHALT PR FRAME(D)(ING) PV PAVE(D)OR PAVING A.T. ASPHALTTILE PS FULL SIZE PVC POLYVINYLCHLORIDE(PIPE) 3. CONCRETE 6, INSULATION AUTO, AUTQMATIC FTG FOOTING PVMT PAVEMENT r� AVG AVERAGE FUR FURRED(ING) PWO PLYWOOD A2.0 FOUNDATION 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-119(minimum)blown insulation 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 838 B AIDE BASE CAB. G.B. GAUGE Q.T. QUARRYTILE A2.1 MAIN FLOOR PLAN where inadequate soils or landfill occurrences require special or additional design for spaces,plus R-19 at exposed floors. All insulation to meet HIUD minimum property specs. B B F BOARD .BGYPSUM(WALL)BOARD structure or as mill ation due to these occurrences. R-11 balls at fireplace chase walls and under fireplace unit BF BITUMIN-FQLD(DOOR) G.C. GENERAL GRADIN CONTRACTOR R RISER{ON STAIRS) A2.2 SECOND FLOOR PLAN g g p 817, BITUMINOUS GD GRADE OR GRADING R r'-- BLKG BLOCKING G.D.O. GARAGE DOOR OPENER A.B. RETURN AIR W BLDG BUILDING GFI GROUND FAULT INTERRUPTER RAI RUBBERADIBASE A2.3 ROOF PLAN BLK BLOCK(CMUs) GL GLASS OR GLAZING RBL RUBBLE A2,4 FRONT & RIGHT ELEVATIONS B. All design,revisions,engineering,installation and liability of soil Conditions,gas mitigation BLKG BLOCKING GL.BK. GLASS BLOCK R.D. ROOF DRAIN and structural designs due to inadequate soils or landfill occurrences shall be the 7• DRYWALL BM BEAM G.1. GALVANIZED IRON REFR REFRIGERATOR responsibility of the"Builder Developer"Or it's subcontractors involved with the design and B,M• BENCH MARK GT GROUT REQ REQUIRED A2.5 REAR & LEFT ELEVATIONS e '' installation of such;and the Architect shall not be held liable or responsible for their BP BI-PASS(DDDR) RES RESILIENT 6+ BAG BEARING 42"H 4Y HIGH(WALL) REV REVI5IUN(S),REVISED A2.6 INTERIOR ELEVATIONS � �.. — w implementations. A. All walls to have 1/2"gypsum and all Ceiling to have 5/8"gypsum or 112"ceiling board unless BRK BRICK H HB HOSE BIBB REINF REINFORCED(ING) noted otherwise, B.S, BOTH SIDES H.C. HOLLOW CORE RFG ROOFING BSMT BASEMENT WD HEAD OR HARD R.J.B. REINFORCED JUNCTION BOX L �1'R I CA L B. Use water resistant gypsum board for exposed walls and ceiliing at shower and tub wall Bl'M 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 W/MICROWAVE per local codes or specific soil conditions,whichever is more restrictive. BVLBEVELED HDw HARDWARE B.W. BOTH WAYS HOT HEIGHT RM ROOM R.O. ROUGH OPENING 8, INTERIOR TRIM AND FINISHES to be selected by contractor. ^ CAB CABINET H,Z HOLLOW METAL R.O,W. RIGHT OF WAY E1.1 MAIN FLOOR ELECTRICAL PLAN C HORZ HORIZONTAL R&5 ROD AND SHELF(S) � n D. Soil test must be approved by Gea technical Engineer prior to footing pour. C.B. CATCH BASIN HR HOUR u) N GEM CEMENT H.R. HALF POUND(WINDOW) SC SOLID CORE(DOOR) E1.2 SECOND FLOOR ELECTRICAL PLAN CER CERAMIC 9, DOORS&WINDOWS HS HORIZONTAL SLIDER S SCH SCHEDULE CF CUBIC FOOT HTG HEATING E. All concrete footings are designed to bear on minimum soil pressure of 3000 p.s.f.and CRAM CHAMFER SD SMOKE DETECTOR c'>_ HVAC HARDWO D(FLOORS)AIRCOND. SEC SECTION DETAILS _ 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(FLOURS) o o u. S.F. SQUARE FEET � � ti reinforce concrete footings and poured concrete walls as required for specific soil conditions C.I.P.CQNC. CAST-IN-PLACE CONC, SF.GL. SAFETYGLA55 _ ti or local Codes,whichever,is more restrictive. B. Door and window infiltration shall be in accordance with local ordinance and shall meet CIR CIRCLE LB, IRONING BOARD 5,G.D. SLIDING GLASS DOOR performance standards ANSUAAMA 101-88 for metal windows DH-C40 for vinyl windows CIRC CIRCUMFERENCE .D. INSIDE DIAMETER SH SINGLE HUNG OR SHELF(VING) m a C J. CONTROL JOINT OR CONSTRUCTION JOINT LL.O, IN LIEU OF and the CRF shall not be less than 55, sHT (DRAWING)SHEET WL m CK CALK(ING)CAULK(ING) I.M. INSULATED METAL ADA FOUNDATIION & WALL SECTIONS � 0 Q CL CLOSET OR CENTER LINE INS OR INSUL INSULATED(TION) SHT M SHEATHING F. All concrete shall attain a 28 day compressive strength of 3,000 ps.i. SIM SIMILAR /7 � > CLG CEILING INT INTERIOR SKL SKYLIGHT AD.2 ROOF SECTIONS C. Provide insulatingdouble glazing at all exterior lass areas and tempered glass in all sliding CUR CLEARANCE) 5L SIDELIGHT OR SLEEVE 9 g g g CLS CLOSURE OR CLOSER(DOOR) JST JOIST(FLOOR OR ROOF) SNC SEALANT AD.3 MISC DETAILS G. Provide minimum 4"concrete cover at under slab utility locations. When concrete glass doors and in windows as per local codes, CM CENTIMETER($) JT JOINT a a. encasement of utilitylines is required,increase slab thickness at the utility line. Install SPC SPACER rty CMU CONCRETE SPEC SPECIFICATIONS AD.4 MISC DETAILS utilities lines well below slab, C.O. CASED OPENING KD KNOCKDOWN(CEILING) SPK (AUDIO)SPEAKER(S) D. Caulk at all sash,sliding glass doors,entrance doors and bottom plates(all sides of COL COLUMN KIT KITCHEN S.ST. STAINLESS STEEL A D.5 MISC DETAILS openings)and head flash all windows and doors. COMB COMBINATION KO KNOCKOUT STD STANDARD H. Provide isolation joint material(asphalt impregnated)between foundation walls and all slabs GONG CONCRETE KPL KICK PLATE(ON DOOR) STG OR$TO STORAGE CONDENSERCOND (AC) KIS KNEE SPADE STL STEEL including patio, porch and sidewalks. CONST CONSTRUCTION 10. MECHANICAL&ELECTRICAL CONT CONTINUOUS i LAM. LAMINATE(U) STIR STRUCTURAL CONTA CONTRACTOR Lr LAV LAVATORY(SINK) $Q SQUARE DED I. Provide"Zip Strip"or tooled control joints where indicated on the foundation plans. CORR CORRUGATED SUS SHEAR WALL DIMENSION NOTE A. All electrical and plumbing requirements shalt comply with local building codes. All outdoor, L.B.O. LIGATION BY OTHERS 5.W. SHEAR WALL p g q p y 9 CPR COPPER LIV LIVING bathroom and garage wall receptacles shall be provided with ground fault circuit protection. C OR CPT CARPET Service panels to be(min.)20 circuit,100 amp,110 volt. CRS COURSEL.P. LAMINATED PLASTIC S) L.L. LIVE LOAD T 7 TREAD(AT STAIRS)OR TILE 4. FRAMING CSMT CASEMENT T.B. TOWER BAR LT LIGHT T.B.P. TO DETERMINED C.5T. CASTSTONE L.T. LAUIIDRYTUB TC TERRA COTTA DIMENSIONS ARE TAKEN FROM FACE OF STUD TO C.T. CERAMIC TILE A. Laminated veneer lumber(LVL)shall provide the design values equal to or exceeding the LTL LINTEL T.C.J. TRAWLED CONTROL JOINT FACE OF STUD,UNLESS OTHERWISE NOTED. following: B. Provide gray box for washer and provide solid metal dryer vent(taped-no screws)to CCR TR CE NNECOIRR NNTERCOUNTER LVL LAM VENNER LUMBER(BEAMS) TEMP. TEMPERED(GLASS) 6Fteripr. LVA LOUVER T&G TONGUE&GROOVE 2800 psi in Bending,Fb CY CUBIC YARD TEL TELEPHONE 285 psi in Horizontal Shear,Fv C. All sewer and water sleeves to be depth and separation as r local code below adjacent M METER(S) THK THICK(NESS) p p per ) D 12"0 12"DEEP M MAX MAMMUM 2,000,000 psi in Modules of Elasticity,E finish grade. 0 DRYER,OR DRAIN THR THRESHOLD MAS MASONRY T•D.C, TOP IF CONCRETE DBL DOUBLE MATL MA•'t:flIAL T.O.F. TOP OF FOUNDATION B. Unless otherwise rioted,all dimension framing lumber shall have an allowable bending DECO DECORATIVE MC MEDICINE CABINET T.Q.M. TOP OF MASONRY stress+875 p.s.i.,(1000 psi repetitive)or better. D. Provide main sewer clean-out within 5'-0"inside or outside of the building line unless noted DEM DEMOLISH,DEMOLITION MECH MEC iANICAL T.O.W, TOP OF WINDOW otherwise, DEP DEPRESSED MFR. MANUFACTURES TR OR TRN TRANSOM(WINDOW) DET DETAIL MH MAVHOLE TP TOILET PAPER HOLDER VARIES C. Unless otherwise noted,provided: E. In all buildings a continuous conduit shall be installed from the water meter to an exterior D.F. DRINKING FOUNTAIN MIN MINIMUM TV TELEVISION OUTLET OR LOCATION rcm.ote 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 secure) braced both during erection and after permanent installation in ;onduit shall be capable of accepting a low voltage minimunn 2 conductor cable supplied DIAM DIAMETER MISC MISCELLANEOUS y g {� DIM DIMENSION MLD MOULDING UC UNDERCUT(DOOR) a building in accordance with commentary and recommendations as published by the Truss and installed by the electrical contractor.The cable shall be copper and a minimum#18. The water department shall make the A.L. DEAD LOAD MM MILLIMETER UNF UNFINISHED eSamae connections.Plate Institute, DN DOWN(STAIRS) MMB MEMBRANE U.N.O, UNLESS NOTED OTHERWISE DIMENSIONS ARE TAKEN FROM FACE TO FACE OF MASONRY CIO D.P. DAMP-PROOFING M.O. MASONRYOPENINGLM DR DOOR MOD MOVUL?"a VB VANITY BASE UNIT OR PACE OF MASONRY UNIT TO FACE OF STUD. 2• high density T&G,Plywood sub floor glued and Waited. Panel span rating shall be APA DRY DRYER MACHINE MRB MARBLE V V.B. VAPOR BARRIER 24/32, Exposure 1,with sealed edges, Instal!per manufacturers'spacing and edge OS DAWN SPOUT MTL METAL VB38 38"WIDE VANITY BASE recommendations. F. Water service shall be t"minimum from each exterior shut cliff valve. D/S DRAWER STACK(CABINET) MT MULLION R M VERT (SHEE-AL D.T. GRAIN TILE MULL MULLION OR MULLED VIN (SHEET)VINYL CIO DTL DETAIL V.S.,TVEGETABLE SINK DW DISH WASHER N/A NOT APPLICABLE V.T. VINYL TILE � 0. All shower head heights to be 80"AFF at fiberglass showers and 84"AFF at ceramic N.I.C, NOT IN CONTRACT Lu 3• 4"underlayment(minimum)under vinyl or life on wood frame floor systems. g g DING DRAWING Showers. DWR DRAWER NL NAILABLE r�, W WIDE W3630 36"W X 30'H WALL GAB 4 NOM I 4. Min'32"high density O.S.B.wood roof sheathing with'H'clips.APA panel span rating shall C EA EACH NTS, NOT ES SCALE Y Y R WASHING MACHINE y be 24/0,exposure 1,with sealed edges, Install per manufacturers'spacing and edge G E0 EYEBROW(FLAT ARCH) N.G.V,p, NAT.GEODETIC VERTICAL DATQM WC WATER CLOSET E.F. EACH FACE WD WOOD recommendations. IMPORTANT NOTE: � OA OVERALL WF WIDE FLANGE(STEEL BEAM) • E.J. EXPANSION JOINT OBS OBSCURE(GLASS) WH WATER HEATER ALL. REFERENCES BY STRUCTURAL & MEP EL ELEVATION O.C. ONCENTER W.M. WALLHUNG D. Roof truss systems shall be fabricated with woad chords and wood webs in accordance with ELEG ELECTRICAL) O,CA.D OVERHEAD CABINET Wt WROUGHT IRON ■ designs prepared under the supervision of a registered professional engineer. EO ENGINEERING WILL SUPERSEDE ALL NOTES, E.P. ELECTRICAL PANEL O.D. OUTSIDE DIAMETER WIC WALK-IN CLOSET REFERENCES & CALL OUTS ON THE ARCHITECTURAL EST ESTIMATE UAL O.G.D. OVERHEAD GARAGE DOOR AIN WINDOW DH OVERHEAD W!Aro WITH OR WITHOUT E.W,C, ELECTRIC WATER COOLER OPNG OPENING WP WATERPROOFING) PLANS. NOTIFY DRAFTERS OF DISCREPANCIES & EXG EXISTING OPT OPTIONAL W.R. WATER RESISTANT E. Roof trusses manufacturer shall submit 2 sets of sealed shop drawings to builder for CLARIFY CONFLICTING INFORMATION. EXT EXHAUST OSB ORIENTEpSTRANDBpARD SCT WATER WAINSCOT approval of roof trusses and beams EXT EXTEROR ATTIC VENT WSCT WAINSCOT W.T.W. WALL TO WALL WWM WELDED WIREMESH F. Min'/te exterior grade plywood or OSB wood sheathing behind all masonry veneer,dryvit CALCULATION panels and cedar siding.See elevations for locations. G. Pressure treated lumber to be used where wood is in contact with concrete and for 2x4 mud SYMBOLS sill. FORMULA:H. Exterior deck construction shall be with pressure treated lumber with dimensions as FORMULA. indicated on the plana I I EARTH PLYWOOD ELEVATION KEY OR SECTION KEY � 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING SHEET NUMBER s .• ..':•- SAND OR GRAVEL FILL LLL)LL1 W INSULATING SHEATHING *144 SQ. IN. = 1 SQ, FT. BLDG.CEILING(SF)X 144= BLDG (SQ. IN.) WOOD STUD PARTITION L BATT INSULATION BLDG. (SQ. IN.)/300=SQ, IN, OF VENT REQUIRED g DETAIL NUMBER OR SECTION KEY SQ. IN.OF VENT REQUIRED 12=50%AT RIDGE&50%AT EAVES SHEET NUMBER 3-2X4 WOOD POST OR 2-2XIS UNLESS OTHERWISE NOTED RIGID INSULATION LZIABRICK WATER CLOSET ANGLE CAREA TABU CONCRETE BLOCK r CENTERLINE CONCRETE TUB/SHOWER MAIN FLOOR PLAN 169��5�� SQ.FT. HS HOSE BIBB(FREEZE PROOF) ECr N V FLOOR 1022 S .FT. STONE —SECOND — —� r � QCN q--- GAS LINE STUB n LAVATORY TOTAL A/C AREA 2717 SQ.FT. Q N Q ® STEEL 120 d PENNY FRONT PORCH 108 SQ.FT. d a DIMENSIONAL LUMBER DOUBLE SINK LANAI 160 SQ.FT. .� PERPENDICULAR PLATE GARAGE 487 SQ.FT. JOB NO. D4-Bt-4023 R � _ ---- — BLOCKING SINGLE SINK TOTAL AREA 3472 SQ.FT. Paul's Bay ROUND OR DIAMETER FINISH GRADE WOOD SHEET TITLE SHEET GENERAL n r NOTES L FOUNDATION NOTES _ [NOTE_FOUNDATION] a •g 3 1. STRUCTURAL FOUNDATION PLANS SHALL R2 LE 8 BE BY OTHERS. SEE STRUCTURAL � A � .s ENGINEERING FOR ALL STRUCTURAL DETAILS AND NOTES. 2, SLOPE GARAGE FLOOR 1/8" PER FOOT TO 4 ,2 ° = OVERHEAD GARAGE DOOR OPENING. ° 3. 4"CONCRETE SLAB w/6"x6"x10"/10"W.W.M. S OVER 6 MIL VAPOR BARRIER OVER CLEAN J_ m S d 8 z E WELL COMPACTED (MIN. 3000 P.S.I.) TERMITE TREATED FILL. (3000 P.S.I.) FIBERMIX OPT. 4. CONFIRM ALL INTERIOR BEARINGS WITH TRUSS ENGINEERING OR CONY. FRAMING PLAN. 5, SUPPLY SEPARATE CONDUITS TO ANY ISLANDS FOR GAS AND ELECTRIC, 6. CONFIRM ALL FLOOR OUTLET LOCATIONS a o o p WITH BUILDER AND/OR HOMEOWNER PRIOR a TO SLAB POUR. ° CD 7. GENERAL CONTRACTOR TO PROVIDE SLAB CONTROL JOINTS EVERY 400 SQ. FT. - L •� • C w 70'-0" ® 2-STORY FOUNDATION ' s 45--0" 25-0" CONFIGURATION 3'-3%" 10'-8%" 4'-0" 7�„ 4'-0" 11Y" S-6" 11'-3° ® CONFIGURATION RY TION I--� 31 0„ h-I-� t „ „ (2) 4° CO A/C PADS 1 -9I2 1 -s 3-9%2 2'-8 4-3lil", OPT. PAD w/ DOOR ------------ 1 --_ c 3 I 4 � N 0 AD.1 i i Ap.1 P BL.00K CH NGE O A I HB > x I I1 — �. ._._ ..... ..,._ ..... ..... ._..- - - - - - - - —.... .,... _,. _ _ — ...._ — ...— ..._ .,r ._.. — _... .... ..... ..... ..._ ...._ ...._ _ I Ii F — II ------1- - -- ..- - - -- - - _.. � - � mN O d ii it AIO i C 0 1 JAG ZZI ii `° I MQT R I � a ACC SS A J CN —10 / -------------- R S �I I� ❑ SLOPE 2" I a e a0 E� I I LU W I 1 ' U_ 4, BLOCK CHANGE N I _ cv) 11-81f a \ I I �� I W/S P 111 D/ IP 24'-2" _7�2 2'-7" I _-_--� I L.__�.j I1 I AD.1 i OPTI NALL-----��---I-- UTILI TUB I I I I .4 4 . � d av S-3" 2'-10" 4#-())' I I 24'-7y2" ' I s I VERIFY INTERIOR BEARING WALLS I I I BLOCK CHANGE I e r-- I WITH TRUSS ENGINEEERING c"I V/�YX NOTE: ALL ANGLES ARE 45° I_ - - - - I �_ I UNLESS OTHERWISE NOTED — O- -O—C—. S—TE—PS— - - - - - - - - - - - - -- T � W/ 10" TREADS s 4 A R co Ln o I SLOPE 1" I I I AD.1 i A ------ �r----- N ► I 31/2" CONC. SLAB W/ U LU W r — I I I ( 6 x 6 NO. 10 WWM OR FIBERMESH. 11 I I REINF. OVER VAPOR BARRIER I I ' [7)CL 11 I OVER CLEAN COMPACTED �' i o u Mo 1 + i r `- `i i STEPS TO GR DE TSPS TO GRADE ( 0-0 FIN. FLR. i REQ'D BY CODE TREATED FILL ! � 1otIF IER'D BY CODE I s'/zip I YL i I I SLOPE 1" I I a ?� I (n° -51/2' Ob I INr00 I AD.1 I l i I I 9 I I 5 ADA AD.1 I II I Q i_ — - - - - - -- - - BLOCK CHANGE._ .._ L ,_... _.. -- - _. - - ._. — __ - -- -- - - - - - - - - - - - - - - - .._. ..... .._. .._ ._ _ — - - - -_ - - - - - - - ...- .r_ — _.,. — _...,. ..... ..._ ..._ ._. ._.. - - -- - - ._._ ..... - - — — r- - - - - - � BLOCK CHANGE HB 3 AD.1 24'-5y2„ 12_11" 16'-7y2" 2'_0„ 6,_0„ 54'—On $'—Q" 54'-0" 70'-0" CD FOUNDATION ycDcl e i. U- c! SCALE: 1/4"=11'-O" a, oro O y 1j sri O C N m E o n0 .2? a A ■ JOB NO. 04-B1-0023 Paul's Bay SHEET TITLE SHEET FOUNDATION r PLAN L 'l2_l pff&dtde___, hi 1 ..... ..... r MAIN FLOOR NOTES G Q [NOTE-FLOOR] s 1. WINDOW GRILLS ARE STANDARD IN FRONT 2 AND SIDE ELEVATIONS AND REAR 2 it7 ELEVATION TO BE CLEAR GLASS. ro 2. ALL UNDIMENSIONED PARTITIONS ( �' ARE 3 1/2" ROUGH. ro 3. ALL ANGLED PARTITIONS ARE 45 $ DEGREES UNLESS OTHERWISE NOTED. 4 4. PROVIDE MINIMUM 2-2x12's w/1/2" 8 S 'a E a PLYWOOD FLITCH PLATE AT ALL EXTERIOR WALL OPENINGS AND INTERIOR BEARING WALL OPENINGS UNLESS OTHERWISE NOTED, 5. 3-2x4's MIN.AT EACH END OF ALL BEAMS AND GIRDER TRUSSES UNLESS OTHERWISE NOTED. ALL SUCH CONCENTRATED LOADS SHALL BE TRANSFERRED TO FOUNDATION cD oS w N a0 VIA BEAMS, POSTS AND/OR SOLID r- C6 ob w 0) o BLOCKING. 0 0 0 0 0 r 6. ALL.EXTERIOR DIMENSIONS ARE TO FACEw � OF STUDS UNLESS OTHERWISE NOTED, Lo 7, ALL TRUSSES TO BEAR ON EXTERIOR cn w WALLS AND/OR GIRDER TRUSSES UNLESS0 a� OTHERWISE NOTED ON FOUNDATION PLAN. L 8. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, 70'-0" HANGERS& SET SPACING FOR ALL TRUSSES, 1 9. WINDOW SUPPLIER TO VERIFY AT LEAST 4'-0" 6'-10° 1 -9Y2 1'-6" 8'-2" 2'-�9" 11'-9y2" 1 '_0" ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING OF 5.7 SQ. FT. C w WITH MIN, DIMENSION OF 24" IN HEIGHT AND CONDENSER CONDENSER OPT,286 SC W/42"x 2"STOOP 20" IN WIDTH; SILL HEIGHT NOT GREATERoe r--_ ---iTHAN 44"ABOVE FLOOR. IF 10. BALLOON FRAME ALL EXTERIOR WALLS(ABOVE 8'-1")TO UNDERSIDE OF ROOF �' 0 H� SHEATHING -PROVIDE FIRE STOPPING r•� .... 3060 H 306D H 2O30 H 88GL a KS j Ij j EVERY 8'-0"VERTICALLY IN WALLS>8'-1". 90"A F 1D' 1 1/9"PLT. 90"A F 90"A F 10'-1 1/8"PLT. 90"AFF 1 jl i 1 9'1 1/8"PLT. 11, ALL HANDRAIL BALUSTERS TO BE - SPACED SUCH THAT A 4"SPHERE CANNOT DBL R/s ®' _ PASS BETWEEN BALUSTERS. — — r - ` — D/s I �( )) q W/Fi 4 d 12. ALL ELECTRICAL AND MECHANICAL 1 CUzzl MOTOR ACCESS EQUIPMENT& METERS ARE SUBJECT TO � d I 5'JA uzzl Tu� \ RELOCATION DUE TO FIELD CONDITIONS; w ¢ SHELF @ 9'-0" �r \ a° d . n 0� BOTTOM "' a I 10'-0"CLO. I a \ CONTRACTOR TO VERIFY. 1 I _ � 13. FOR ADDITIONAL NOTES SEE GENERAL _ RECES ED GLS SHOWER \ :� 4 �' NOTES ON TITLE SHEET& DETAILS.ui 0 1� _ENCC. 24TDUOR-1 \ °` v. . I o� — \ 14, TYPICAL WINDOW HEAD HEIGHT SHALL BE E 0 0 40,5"KNEE WA Q 2068 PKT ff5Yj 96"ABOVE FINISH FLOOR (U.N.O.).`D '-10 - 1 DROPPED CLQ.@ ' \ 15. WINDOW MANUFACTURER TO TEMPER ALL m a 10'-0"CLG. FOR A/C CHASE w 1 U 1 .a WINDOWS 2'WITHIN DOORS, OVER TUB& �"L MASTER SUITE N ¢ SHOWERS 7 WINDOWS WITHIN 18"OF THE 0 xLL 5 6 5-7Y2„ 4'-3" 5'-8" z� \ v 4 m CobVAULTED CLG. (FROM 10' L��L2068 PKT Op I I a 1 \ ' e a FINISHED FLOOR. a a HEAD I I LU 12-CAR \\ ° " I I HLL v 4 ri I 10"0"CLG. `vcl) �' _QARAGE O e e 4 N PED.SINK I 9'-0" CLG. N 1 2x8WALL N ° BATH I -- - _ m �I ��rp � �� Wl DRYER ENT ° ° ' 4 ' rt I�.I r.. r q 10'-0" CLG. DBL RAS I i X��X�1 I I W/SPI II D/SP I THRu s 13 1 9 �D6O 12'-8,r 2868 PKT a —OPTIONAL ---_JL-----�I esti � ��, , , UTILITY TLB LITY 1 � , N dh I @ 19R 1 10'_0° CLG4 10,-0,CLG. SLOPED CLG. I /� °9 J I I I UNDER STAIRS O / °. - o co co Ft'S OHC c0v °— STEPS TO GRADE -6n� � n I I " Q.OPENING 1 I HEADER @ 5-8" _(2)1668 DESK REQ'D BY CODE I 1 l' w -1 BOTTOM 9 SHELF@8' ' 4 I o cc � I ENTRY iI S 9y7-4pVAULTED 1'D"PQNYALL w/ 22s% I . ua w � Ln 2'-6"HANDTIL x I q o ■ o rn 11 a 1 1 I------ I I LL,W I -_-__- _---8:1Z -------I--7 3:12 N I 1 OPT, I LILUF __ ________________ POST TO CLG, I I 1 " , I I STARTING TREAD I D/W frQ I U� I ��Z----------- "vis LA All ma I OI 1 1�'-0" C G. 40.5"h WALL I I I m(/) N CD I , GREAT ROOM i w/15'BARTp I I u_._. I I DORMER IN CEILING 3,- �, FRONT 11 STE S TO GRAVE . VAULTED CLG. FROM 10' REQ 0BYCOD 1 I I 1 1 Zym:� , I 4a =� ©n 1 I r f--L� N 1 1 czi�uLL I � I I 32"KNEE WALL o¢ 1 Q'-Q" CLG. a N4aK `�°KITCHEN 48" I o E _-_-_____�-____====�' DINING 1 , CD U-0 CLG z,"D,S 10'-�"CLG. 1 , r I I Q c CN 11 1 I I RANGE 1 ABOVEVEL VIAULTED CLG. FROM 10LL in N u�. I I i • w/MICRO HOOD 1I 1 G,¢ co US 21" 0 21" L/S I 8:12 , 3:12 w 1 1 I � 0� \=� I 1 I OHOOHC f — _. — .._ — — N -- 10'-1 118"PLT, gg ELKS 10'-1 1/8"PLT. J909A F 90p FF 30 SH F 8"SQ FRAMED HB COLUMNS( 8'SO.FRAMED 1YPJ COLUMN(TYP.) AD.1 z 2'-�" 2'-2Y2" 2'-4" 16_0° 3'-4" 2'-9Y2" 6'-8" 6'-3" 16'-7)/2" Ole 3,-7„ 4,_5" 54'-0" 2'-0' 6'-0" 70'-0„ 4 9 t � F 0 LL AREA TABULATION MAIN FLOOR PLAN 1695 SQ.FT. 0. U. a .� SECOND FLOOR 1022 SQ.FT. JOB NO. 04-B1-0023 N TOTAL A/C AREA 2717 SQ.FT. Paul's Bay FRONT PORCH 108 SQ.FT. LANAI 160 SQ.FT. SHEET TITLE SHEET GARAGE 487 SQ.FT. MAIN FLOOR PLAN A2. 1 TOTAL AREA 3472 SQ.FT. L 0 s 2 0 �a R E I (V r= a0 � of rn a LU W W co 70'-0" 24'-2" 21,-6" 11 6'-0" 14' 4" 4,-0,, 3'-0" 9'-6" 2'4" 4'-3" 2'-5' Caw w . � SHELF BO OM @ 8'-0VJ" ; ■r 50 FF 905A �H �14 90 F - - - - -- - - - - ._... .- _._ - _... - ..._ - .- - - - .- - - - - ...._ - - Y _ 6 GABL - w - - - .Y.._ - - - _.-. - - - - - - ..- - -.., _.. - - - - _.-. - - i SHELF @ E'6" / I 2 ti AT BEDROOM 2 �' / AULTED CL I °' FRO0 a I CATHEDRAL CLG.IFROM 10'°' / Na 10'-0"CLG. roc-? m cn co I 12"x 12•FLAT / / FOR FAN I I% ,,, 1668 N N J I Q a 0. 0. I i m I 3'-10" JiO4 p„ 1'-6" 2'-6„ 2668 I BEDROOM 4 2 I z I 42"HANDRAIL 2'-0" 4'-0" CATHEDRAL CLG. FROM 10' LL I I - I cm - 10'-0"CLO. 2' GLG/STORA E - - - �� L_ J BOT @ 8'-1 1/ A. .F. DO NN 9R I - `tl 12"x 12"FLAT I I I@ •2" a10'-0"CLG. 8 o¢ FOR FAN PLANTER-12" I I _ 1'-0"PONYINALL R/S "' ( SHELF @ / 6S /(2j�20�8/ / / / / / / / `-C I( ■ � �� _ I(I OPEN TO BELOW I ' " DORMER IN CEILING ------- I ��-------- I cu I 9-2 4'-2„ 2 w0 1 - L3 LL 12”x 12"FLAT i� FOR FAN 3 0 III I LL I I o o I � . r --� ----------- � CO t.� III I a I I L_ ;� 0- co I BEDR6OM 3 a ��=W==------------ CATHEDRAL (tLG. FROM 10' TU DY III l CA HEDRAL CLG. III I N Tu- I FR M 10' III OPEN TO BELOW I I I NL .._.. _. .._._ _...- -- -- - — — — ._._ ._.,.. ..-. --- — — — — ---- — — — __.. ._._. .-.._ — — — — 2 6 3050 SH - 3050 SH- 90"A F 90"AF F AD.1 3'-1Q1/2" 16'-7y2" 24'-2" 37.-10" 2,µQ„ 2'_0" 4,_Q" 70'-0" asa B SECOND FLOOR PLAN 4 SCALE: 1/4"=1'-0" _ C AREA TABULATION MAIN FLOOR PLAN 1695 SQ-FT. SECOND FLOOR 1022 SQ.FT. • JOB NO. 04-B1-0023 wi TOTAL A/C AREA 2717 SQ.FT. Paul's Bay FRONT PORCH 108 SQ.FT. LANAI 160 SQ.FT. SHEET TITLE SHEET GARAGE 487 SQ.FT. SECOND FLOOR n PLAN �1 . TOTAL AREA 3472 SQ.FT. L i r p � � aa� o E n c ,S m (D N T N W tz Cd Cn' 07 m o C O 4 O O w W co af L — � CDw e . V) 5 � i r - #/8"BRG. - -- VY- 18"BRG. — - - - - ----- - -- a-- A — -- --- �- 4 ,r 4 m 0 LLLL I a - I I ----44V-1_4ul$'=BRG. T a U`t � M - I SE OND LEVEL °- °�. N -- I 8:12 co U) ° �(D corn SLOPE I ° a ° a > � - v 1 --f 9 N - --- �/ — - a a �— a' _�. . T- ...� .:x — -- —._..,�. .:r- 1 1 - sLOP� co _ 4 A _ . o � _... CD U) (j W a yLU ❑ RIDGE I r a- I 8:12 z I - SLOP 47 70 r d' 6 LU m 1 - - r CL _ 5 4 co o I AD. ° U) a ° d ■ I RIDGE , I __ / .. 10'-1 1/811—B R�G ( I FIRST LEVEL II 6 cu coo I I I AD.2 I N U-I I I I AD.2 I I -j Ab.2 I L812 I I I SLOPE _ —• 1 : ( 3:12 AD.2 8:12 j I sl oPE 7LOPE I I I 12 sLOP� I i , I I I -.--- --__--- --- i I II I II � I I I I I it I -�r iI m 2 5 Ab.2 AD.2 Q? c� Ora T1 ncu � i ROOF LAYOUT 0 :jm SCALE: 1/4"=1'--0" ,,� P � L Ce. & p G Cy � y CC A ' dl-d ■ JOB NO. 04-s1-0023 Paul's Bay SHEET TITLE SHEET ROOF PLAN A2■ . L ......... 1 EXTERIOR ELEVATION NOTES y ' MIR [NOTE_EXTELEV] 6" TRIM ATTACHED TO FASCIA 1 GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. o BUILDER SHALL VERIFY AND COORDINATE v g _ - PER ACTUAL SITE CONDITIONS. :2o d ' --- � —'— — v — — 2. PROVIDE ROOF AND SOFFIT VENTS AS - g d Q A 8 E REQUIRED BY CODE AND MANUFACTURERS LL SPECIFICATIONS, - - - - 12 ASPH. SHINGLES (TYP.) r r r r N 10'-11/8" PLT 0 0 0 o a a w w u, 6" BAND _ - - _ LAP SIDING (TYP.) J 8" BAND (TYP.) 1 -8 1/2" PLT BEAM TO BE SIZED 8 .. BY ENGINEER 9'-11/8" PLT tlp N 8" SO FRAMED �� M COLUMNS (TYP.) 0 N a X �O O LL LL G ti 4" TRIM (TYP.) °' t0 N fq 7 n c n 0'-0" F.F. OrnOrr F.F. GRADE I L GRADE FRON f ELEVATION- SCALE: 1/4'=1'-0" L 12 8 SEE WINDOW TRIM DETAIL SHEET AD.4 (TYP.) X10'-1 1/8" PLT co LAP SIDING (TYP.) - - --- 8" BAND (TYP.) - - - -- - - _ 12 3 f -- - - ASPH. SHINGLES (TYP.) 3 — - - - -- 1/8" PLT 4 FRIEZE (TYP.) 4" FRIEZE (TYP.) 4" TRIM (TYP.) - - F f �I� �- _ - -_ - 4,r TRIM (TYP.) L Q 8" BAND (TYP.) II iIII II r - - _ - -- - - --- k ! C7 r SEE SHEET AD.3 L JLON — F. 0'-0" F. ___ I r ___ _ _ _ ___ ___ _ _ ._ __ ___ 0'-0" F.F. 2 _ . " III I I I I f I I I I � 1 ° a GRADE -- - -- OPT. DOOR L �L � GRADE CL Lf ■ JOB NO, 04-B1-0023 RIGHT ELEVATION- Paul's Bay SCALE: 1/4"=V-0" SHEET TITLE SHEET • FRONT & RIGHT A2.4 �' r 4 ELEVATIONS L - EXTERIOR ELEVATION NOTES [NOTE_EXTELEV] wo ro 1. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. 0 3 � 8 BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. � z _ 2. PROVIDE ROOF AND SOFFIT VENTS AS y G o E REQUIRED BY CODE AND MANUFACTURERS ASPH. SHINGLES (TYP.) SPECIFICATIONS. fD W N I+ 1-0'--1 1/8" PLT _ . _.. ., - __ _r T - _— w_ _ - -- 10'-1 1/8" PLT 0 0 0 o r - — - p - - Uj cn ' SEE WINDOW _.._ _-.._._..-..._ � L .� TRIM DETAIL V-6" DIA, VENT 4" WINDOW TRIM (TYP.) SHEET AD.4 6" TRIM ATTACHED TO FASCIA Ln 12 14 m C LAP SIDING eS — — r, - 6" TRIM _� V) 4" FRIEZE (TYP.) X1.0'-1 1/8" PLT - -- W - - — 10'-1 1/8" PLT N r � CCpp c N BEAM TO BE SIZED BY ENGINEER 4" TRIM (TYP.) ° , m n � M 8" SQ FRAMED m COLUMNS (TYP.) w 0 8" BAND (TYP.) SEE SHEET AD-3 0 r- 0'-0" F.F. - - — 0'-0" F.F. (D GRADE .. GRADE 4 TRIM (TYP.) 8 TRIM (TYP.) 4 TRIM (TYP,)_j (n (D READ ELEVATION- SCALE. 1/4"=1'-0" (D U 12_ ---- 8 SEE WINDOW TRIM DETAIL ASPH. SHINGLES (TYP.) n li SHEET AD.4 ------- - �__ - _ 12- 3- 10'-1 2 10'-1 1/8" PLT - " FRIEZE (TYP.) _ LAP SIDING (TYP.) 11'-8 1/2" PLT 6L 7'-6" T.O.W. TRIM (TYP.) a BEAM TO BE SIZED 8" SQ FRAMED BY ENGINEER COLUMNS (TYP _ .) COLUMNS (TYP ) `�° _8" SID FRAMED T — - r- @ � a (12) 8 GLS BLKS - -- - @ 54" AFF- ----- _ _ �__ 42 HANDRAIL 9 cD Q'-0" F.F. 0'-0" F.F. M f n�. LL c7 All GRADE GRADE mE l 0- LL L1. LEFT ELEVATION- SCALE., JOBNd 44-61 0023 1/4"=1'-0" Paul's Bay SHEET TITLE SHEET REAR & LEFT ELEVATIONS 2 0 c n 8 ti r N 1+ co c0� 6] CD 4 O O O O O O O W Ln w L 3'-3" 4'-0 2,_0„ V_911 1 X 4 be a C) 2X4CD REMOVE AS NECESSARY FOR ELECTRICAL OUTLET 40.5" 1 y 2'-0„ 3,_Q„ 0., el I LLI /�/--- N r.11 J _ CT� J 0 0 0 0 - � i [T� LTA j 2 X 4 --- f — I � co 11 _ I' J _,I 4 40 . 5 KNEE WALL DETAIL _ _ _ __ > �a QD KITCHEN CABINET ELEVATIONS. Cu 0_ Cly w wwww� co OPT. CABINETS CN ILLIL TTr �r� - — _ � I —1 ,, ::1077 ppl I E]Ell r II IJ ILLL j » „ _F 71 Llr Lo L Ll I I I OPT . W/D UPPERS MASTER BATH CABINET ELEVATION BATH # CABINETELEVATION woN clwcl ME. 1t.o1,-T MALE: 1/.s1•`V 9CALE: 11fof-T y � p 4 A p C N S AO m'E G $ � 0.LL Q O JOB NO, 04-B1-0023 O Paul's Bay SHEET TITLE SHEET INT E:HIOR ELEVATIONS A2.6 L A -12-1 Parac&,5e_ /Alv- i ¢ co ' `o Ls CLcc n m IV d1 ri c 16 � -2 S cS SLOPE 3/4"x12" AT GARAGE DOOR 112"x7"WEDGE ANCHOR 3 1/2"CONCRETE SLAB REINF. @ 32"O.C.w/2"x2"x1/8" w/6xFx10/10 W.W.M. 3 1/2"CONCRETE SLAB REINF. WASHERS @ 32"O.C. 3162"CONCRETE SLAB REINF. w/&x6x10/10 W.W.M. EXPANSION JOINT w/6x6x1Oil 0 W.W.M. 3 1/2"CONCRETE SLAB REINF. v •^ •_ w/6x&10/10 W.W.M. 4 I ' 6 MILL POLY VAPOR BARRIER _ ''° •' • ' �- 6 MILL POLY VAPOR BARRIER ,t ' .;•;.�; s '�`-""'.';�• "��. . ,r— c"'momm,COMPACTED EARTH -I j .: t: ,.-. ;. IT . .�,; COMPACTED EARTH 6 MILL POLY VAPOR BARRIER •� LL POLY VAPOR BARRIER 8i (2)#5 REBAR CONT. ' , (2)#5 REBAR CONT. ZIP 1'-0" COMPACTED EARTHPACTED EARTH '-0" #5 REBAR CONT. , ''�-- — ' BAR DONT. In Sao m CONCRETE FOOTING 'CONCRETE FOOTING CONCRETE FOOTING CONCRETE FOOTING THICKENED EDGED GARAGE TURNED DOWN EDGE DETAIL BEARING STEEP DOWN INTERIOR STEP DOWN DETAIL 11 SCALE; 3/4"=1' O SCALE: 3/4"=1'-0" SCALE: 3/4"�1'-0" SCALE: 3/4"=1'-D" m � Lo N d c ca 7 � � fC � � K O _O ll.. ca u- r f.1 � OVERLAP SLAB `y 1 1/2" HOLD HDR.BLK. a TO OUTSIDE NAIL ROOF SHEATHING o 1 1/2" (PER STRUCTURAL) a t IMPORTANT NOTE: FIBERGLASS SHINGLES REFER TO ROOF PLAN AND 1/2"x7"WEDGE ANCHOR TYP.SLAB OVER 30#FEET OVER 7/16" SHT @ 32"O.C.w/2"x2"xl/8" EXP.JOIN" OSB BOARD OR 15/32"PWD SAVE DETAILS ON WASHERS @ 32"O.C. SHEATHING. FOR ALL HOUSES PITCHES 3 1!2"CONCRETE SLAB REINF. - I i i I I - IIII IIII TYP.SLAB AIR BAFFLE BTW EA TRUSS 12 , .,. ;. ".",;,,� TO MAINTAIN 1/2"MIN AIR VARIES STRAP FOR TRUSS SPACE FOR VENT II �' ANCHORAGE HAIw/6x6x10110 W.W.M. �I I I I I I I I I ( III i I I I I i ( I _ ,�1 I I I I I I I 16" (SEE STRUCTURAL) I III III -) Iii1ill —) III IIII JIII IIII IJ11 IIII GAIN.METAL O.H. DRIP EDGE R-30 INSULATION AT CLG. ' •" ' �i � (— :•i� q•.. •,••�- •4. •{.. I I I I IIII IIII IIII IIII III --IIII IIII I I l l ICAL FOUNDATION MILL POLY VAPOR BARRIER TYP I I I I IIII I I I i^ TYPICAL FOUNDATION IIII I I I I I I IIII { I i i I WRAPPED 5/8"GYP. BD.CLQ.(2)#5 REBAR CONT. , I 1 , ,COMPACTED EARTH ALUM. 1111 1111 II 1111 IIII III III .. ' . • . 1111 IIII OVER 2x8 I I I � I III .. ,' IIII IIII --�- I I I I ,• - � ( III PERFORATED VINYLJ ALUM. 1/2"GYPSUM BOARD SOFFIT -III IIII IIII---IIII IIII III ( I ( STUCCO FRIEZE 2x STUDS @ 16"OG(MIN#2 SPF' II11 11 ( I " " I111 11 I r IIII IIII--W -111 PROVIDE MlD-WALL BLOCKING FLAT r WISE @ JOINTS IN SHEATHING ¢, P.Y. 2x PLATE 7/8"MIN.LIGHT CONCRETE FOOTING STEMWALL FOOTING STEMWALL FOOTING TEXT.STUCCO INTERIOR BEARING DETAIL FOUNDATION � DOOR PORCH EDGE VENEER MTL LATHEEAND TTO PLYWOOD GLUED&SCREWED NO 16" PRE-ENGINEERED FLOOR 7 VAPOR BARRIER TRUSSES OR T.J.I.JOISTS @ 24" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0' SCALE: 3/4"=1'-0" OC (SEE FLOOR TRUSS ENGINEERING) RIM JOIST BY TRUSS MANUF• IMPORTANT NOTE: (SEE•FLOOR TRUSS � (PER STRUCTURAL) 12 i 2ND FLOOR ENGINEERING) NAIL ROOF SHEATHING 1 ST FLOOR TO Y _ REFER TO ROOF PLAN AND EAVE STRAPPING PER FIBERGLASS SHINGLES OVER VARIES DETAILS ON SFT AD.2 FOR ROOF STRUCTURAL 30#FELT OVER 7116"OSB BOARD PITCHES FOR ALL HOUSES 112"CEILING BD OR 5!8"GYP. BD OR 15/32"PWD SHEATHING. 16" TYP. D.H. STRAP FOR TRUSS ANCHORAGE(SEE P,T.2x BOTTOM PLATE W/SILL SEALANT AIR BAFFLE BTW EA TRUSS STRUCTURAL) " & 1/2"x 10"ANCHOR BOLTS AT 32"O.C. TO MAINTAIN 1/2"MIN W/2"x 2"x 1/8"WASHER AT EACH BOLT. AIR SPACE FOR VENT R 30 INSULATION AT CLG. TYPICAL ANCHOR GALV.METAL 112"CEILING BD OR 5/8"GYP.BD TEP a SEMCO TPP4 AT 32" DRIP EDGE STOP EXTERIOR WRAPPED ALUM. FINISH 1" 4"CONIC SLAB W/6X6X10/10 WWF FASCIA OVER 2x8 cn 0 BELO)W FINISH OVER 6 MIL VAPOR BARRIER OVER t FINISHED PERFQRATED i= PROVIDi~ MiD-WALL BLOCKING FLAT �j Sim TYPICAL SLAB FLOOR CLEAN,WELL COMPACTED,TREATED FILL VINYL/ALUM.SOFFIT WISE @ JOINTS IN SHEATHING :z a.© (� -� 7/8"MIN. LIGHT g TYP. VERT. REINF. SLOPE " r..r.w STUCCO FRIEZE D TEXT. STUCCO P�TUDS @ 16"OC(MIN#2 S ----» ,-� I-� N VENEER OVER �i GRADE I I ( 1 STORY: 2("X 10"CONC.FOOTING W/ 02 MTL LATHE AND `) _ P.T, PLATE w/ANCHOR x -- _ IIII III ( IIII I I I I (2)#5 CONTINUOUS AND(1)#4 DOWEL PROVIDE MID-WALL BLOCKING FLAT Cj n..- VAPOR BARRIER BOLTS PER v� 0 o AT CORNERS/OPENINGS AND 46"O.G. WISE @ JOINTS IN SHEATHING g b STRUCTURAL TYPICAL FOUNDATION I OR-(1)#5 DOWEL AT CORNERS/OPNG'S AND 96"O.C.,AND(1)#5 CONTINUOUS AT 2x STUDS @ 16"OC(MIN#2 SPF) g u_ 4"CONCRETE SLAB WITH w --- - Lu )III I I I i —IIII IIII III IIII I I I I IIII_ HEADER BLOCK. 6"x6"x1Oil D W.W.F.TYP, (3000 Fo- ry x PSI. FIBER MESH OPTIONAL). CV (� ro l+,, 1 " " 7/8"MIN.LIGHT P.T. PLATE w/ANCHOR BOLTS PER (1)#5 CONT. U N I I I I ' I I I I I i I ( # I i 2 STORY: 24 X 10 CONC.FOOTING W/ a 4i�. (3)#5 CONTINUOUS AND(1)#4 DOWEL TEXT. STUCCO STRUCTURAL IRE: SLOPE GRADE '' o AT CORNERS/OPENINGS AND 48"O.C. VENEER OVER �' a: MTL LATHE AND AWAY ALL SIDES 4 . 4"CONCRETE SLAB WITH 6"x6"x10110 w IIII p o ; IIII O Q' OR-(1)#5 DOWEL AT CORNERS/OPNG'S VAPOR BARRIER w \/ / / / ,•,.4,`"'` °' -I I I IIII I I I W.W.F.TYP. 3000 PSI.FIBER MESH 6 MIL VAPOR BARRIER x a� AND 96"O.C.,AND(1)#5 CONTINUOUS AT ( `� \ \\ \//\/ HEADER BLOCK. (1)#5 CONT. OPTIONAL). \/\\ \/\ o : TYPICAL FOOTING (MONOLITHIC OPT) a IIII IIII IIII IIII I I (� I ' ' , ` I (NOTE): BEND ALL DOWELS MINIMUM • f\\/ • • r. � SEE STRUCTURAL FOR SIZE& " f 20" I I I 12"AT TOP&BOTTOM,EMBED MINIMUM SLOPE GRADE AWAY ALL SIDES + / REINFORCING 6"INTO FOOTING. �� /�//\f/ \ \/ fi MIL VAPOR BARRIER `/r\�/j//`/////�// JOB NO. 1 STORY \��\\/ /\\ \\ \�\�. . PRO,!,MGR, DRAWN BY TYPICAL FOOTING(MONOLITHIC OPT) • , /\ SEE STRUCTURAL FOR SIZE& CHECKED BY STEMWALL FOOTING STEMWALL FOOTING r\ r\ i\ r\ ti\ ^ \� REINFORCING CURB DETAIL AT GARAGE TYPICAL FOOTING TYP 1 swrORY WALL SECTION TYP 2 STORY WALL SECTION SHEET TITLE SHEET 4 SCALE: 314"=1'--0" SCALE: 3/4" -0" 2 SCALE: 1/2"=1'-0" "=- ' " FOUNDATION TAS ION / SCALE: 1/2 -1 •-0 ADA `.. ..� -12-1 PMA&1'�6 PRE-FAB CHIMNEY NO PENETRATIONS AT FIELD NO PENETRATIONS AT FIELD ° c CAP OF SADDLE FLASHING OF SADDLE FLASHING G S o n 5p a m 8 �r ALUM.FLASHING Q O_ SIMPSON W5 — WOOD STUD WALL SYSTEM �, �, AT EACH JOINT � U � � � � � WOOD STUD WALL SYSTEM is 2"x4"BLOCKING(SEE CEMENTITIOUS FINISH SYSTEM CRICKET (TYPICAL) F MANUF.SPECS,FUR � _a- Cu2:s A. 7/8"MIN SIDING OVER CHIMNEY MIN.DISTANCE) CEMENTtTIOUS FINISH SYSTEM ro d � y G d MTL LATHE74 CONTINUOUS WALL SHEATHING CONTINUOUS WALL SHEATHING �" "� n SHEATHING ni CORROSION RESISTANT METAL 3 EXTERIOR FINISH CORROSION RESISTANT METAL SCREED At d. 0= OVER 1/2 SHEATHING SCREED CORROSION RESISTANT METAL 5"x5* OR O.S.B. Z-BAR FLASHING W/SEALANT FLASH NGT r CORRASION RESISTANT METAL CORROSION RESISTANT METAL 2X6s NAILED TO ¢ " GALW.MTL. " STUDS w/16d @ 6" � �d F FLASHING OVERIMTS�STUCCO Z-BAR FLASHING W1 SEALANT TOP FLASHING STD ROOFING OG ¢ CORROSION RESISTANT METAL 4 �z _ BLOCKING @MID POINT PAN FLASHING ROOF SHINGLES TRUSS TOP CHORD _ �Y WHEN CHIMNEY EXCEEDS 6'-0"IN HT. z a C7- ROOF SHINGLES ROOF SHEATHING CL Vj SEE STRUCTURAL - FOR HURRICANE PRE-FAB CHIMNEY ROOF SHEATHING ROOF FRAMING u� _ ANCHORAGE ROOF FRAMING z , 1"M,N. a DETAILS2" 4 1 ? TRUSS 2"x4"STUDS @16"O/C. M BOTTOM TRUSS CHORD � V� CHORD CRICKET GALV.MTL. FLASHING A �^ so x 10001 ` DB'L 2"x4"BLOCKING SiMPSON MTS 12 EACH CORNER IV m kx and „ -- K za" i - � r��`l■ 4- 16d EA SIDE, 1w MIN. rT� C TYP ►+ -� Fri CHIMNEY CHIMNEY ROOF- FLASHING ROOF- FLASHING CHIMNEY ATTACHMENT DETAIL CHIMNEY SECTION ROOF TO WALL ROOF TO WALL- 1210 SCALE: 1 1/2"=1'-0" SCALE: 11 1/2"=1'--0" SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'--0" c � � N C] t�y0 M �xx SECURE VALLEY FLASHING AT MAX.24"O.C.W/CLIPS IMPORTANT NOTE: a o U. PROVIDE STARTER STRIPS AND WIND CLIPS AS REQUIRED REFER TO ROOF PLAN , �" FABRICATED OF SIMILAR OR COMPATIBLE MATERIAL. PER ROOF MATERIAL MANUFACTURER REQUIREMENTS 5 " c 12 FOR PITCHES 1-4 NO PENETRATIONS THROUGH VALLEY FLASHING. RIDGE OR HIP RIDGE VARIES ` N PROVIDE STARTER STRIPS AND WIND CLIPS AS REQUIRED AD. � - � � .� PER ROOF MATERIAL MANUFACTURER REQUIREMENTS TYPE LINEAR VENT y 0 m INSTALL AS PER ALUM RAKE FASCIA 2x8 RAKE � > MANUFACTURERS WRAPPED IN ALUM o o CORROSION RESISTANT METAL TRIPLE RIB WRITTEN INSTRUCTIONS TYP ROOF CONST 'r ° s VALLEY FLASHING WITH 1"HIGH'V'CRIMPS I sr �. a SEE WALL SECTIONS � ._., _ 2X4 OUTLOOKERS AT I; 24"O.C. REQUIRED CLEARANCE PER ROOF ROOF SHINGLES MANUFACTURER REQUIREMENTS APPLIED TO LINEAR RIDGE CAF SEE 1-AD.1 FOR FASCIA& ROOF SHINGLES VENT �I SOFFIT NOTES& FINISHES ROOF SHEATHING ROOF FRAMING ROOF SHINGLES ROOF SHEA-MNG tl 10" ROOF FRAMING11 -- SIDING OVER 7/16"OSB MIN. - 2" GABLE END TRUSS W/ ALUM FASCIA OVER VERTICAL MEMBER ` @ 16"O.C. 3 FRIEZE �. WEAVE ROOFING °M1N• � UNDERLAYMENT PER ,��6 4"MIN. AD-2 ROOFING MFR'S ,I RECOMMENDATIONS W/ 36"WIDE 30#SWEAT SWEET RIDGE GAP FOR VENTILATION ROOF - FLASHING ROOF - RIDGE LAP SIDING ROOF - VALLEY ROOF - RIDGE & HIP RIDGE VENT CORNER ELEVATION TYP RAKE DETAIL - 8" OH 8 SCALE: 1 ,/2"=1'-0" SCALE: 1 112"=1'-0" 6 SCALE: 1 1/2'=l'-O' SCALE: 1 1/2x=1'-0" TRUSS ENGINEER TO PROVIDE FIBERGLASS SHINGLES TRUSS ENGINEER TO PROVIDE FIBERGLASS SHINGLES TRUSS ENGINEER TO PROVIDE FIBERGLASS SHINGLES TRUSS ENGINEER TO PROVIDE FIBERGLASS SHINGLES TRUSS HEELS WHEN VARIOUS PITCHES TRUSS HEELS WHEN VARIOUS PITCHES TRUSS HEELS WHEN VARIOUS PITCHES TRUSS HEELS WHEN VARIOUS PITCHES INTERSECT EACH OTHER, SO FASCIAS INTERSECT EACH OTHER,SO FASCIAS INTERSECT EACH OTHER,SO FASCIAS INTERSECT EACH OTHER, SO FASCIAS ALIGN w/CONSTANT OVERHANGS,SEE AIR BAFFLE ALIGN w/CONSTANT OVERHANGS,SEE AIR BAFFLE ALIGN w/CONSTANT OVERHANGS,SEE AIR BAFFLE ALIGN w/CONSTANT OVERHANGS,SEE AIR BAFFLE ROOF PLAN ROOF PLAN ROOF PLAN ROOF PLAN LINE INDICATES ROOF AT LINE INDICATES ROOF AT LINE INDICATES ROOF AT 8:12 ROOF PITCH7.12 ROOF PITCH 6:12 ROOF PITCH 2'-8" 2'"8" ALUMINUM 2-$" ALUMINUM 2'-8" 12 ALUMINUM GUTTERS GUTTERS 12 � 12 ALUMINUM GUTTERS 12 �w U GUTTERS 3 $ 6 I � x 7 R-30 INSULATION °" NSA z OVER LIVING SPACES R-30 INSULATION R0 INSULATION OVER LIVING SPACES OVER LIVING SPACES R-30 1NSULATION �' m ' OVER LIVING SPACES t R HEADER AT WINDOW HEADER AT WINDOW HEADER AT WINDOW "7 ) U N P �� b AND DOOR OPENINGS AND DOOR OPENINGS cn AND DOOR OPENINGS SEE TYP.WALL SECTION FOR C " N FASCIA, SOFFIT NOTES&FINISHES to m �? N "J"CHANNEL STOP *` � -" o > ,:; x u SEE TYP.WALL SECTION FOR SEE TYP.WALL SECTION FOR SEE TYP. WALL SECTION FOR SIDING OVER o c m LATHE AND VAPOR BARMIER " E a FASCIA&SOFFIT NOTES& FINISHES FASCIA&SOFFIT NOTES&FINISHES FASCIA&SOFFIT NOTES&FINISHES ,A 0ACL LL = a. BM OR LINTEL(SEE STRUCTURAL) "J"CHANNEL STUCCO STOP "J"CHANNEL STOP "J"CHANNEL STOP 6"BAND • JOB NO. 2"BAND PRO,I.MGR, SIDING OVER {{ DRAWN BY 7" LATHE AND VAPOR BARRIER 7" LATHE AIDING ND VAPOR BARRIER 7" LATHE AND VAPOR BARRIER t VARIES L COL w/EXT FIN CHECKED 3Y SHEET TITLEEAVE DETAIL - 8:12 PITCH EAVE DETAIL - 7:12 PITCH EAVE DETAIL - 8:12 PITCH EAVE DETAIL - 3:12 PITCH ROOF 5" � RQQF DETAILS /� ry r� SCALE: 1 1 2"=1'-0" 3 SCALE: 11/2'=1'--0" SCALE: 11/2"=1'-0' SCALE: 11/2"=1'-0' AD.2 / L j Z.l far i 1.a..f� I r a y m o B Gr aB '� � � yy 4 1/2" o . � � u MINro CL cc� 0 3 � 2 8L 8 WALL SIDING � � SHEATHING TYP.WALL CONST. SIDING OVER LATHE AND DOOR FELT-SEE WALL WAY SECTION w Lo 1/2"STARTER STRIP F-.F 2X4STUDS CAP FLASHING 1 x4 CORNER BOARDS PLACEMENT BY 1x8 PT DOOR WAYS TEXTURE FIN, ON FOUNDATIONIle MI/ r. ... C) EXTERIOR TRIM DETAIL. ELECTRICAL WATER BOARD CORNER DETAIL SWITCH PLACEMENT SCALE: 11/2"=1'-0" SCALE: 11/216=1'-0" SCALE: 11/2"=1'-0" 0 t � o N WALL 1 n O D V- m ~ SIDE MOUNTED AT BACK SPLASHES, 112"CLQ ODOR 1 LAYER GYP, BOARD ti COUNTERTOP 518"GB w/fi"BATT INSUL a m REAR WALL OR SIDE WALL MOUNTED; 20"TO 25" PER SUPPLIER ATTACHED TO BACK (2)2x HDR TYP 1900 J-BOX LIGHT SWITCHES, HORIZONTAL SINGLE (SEE STRUCTURAL) COVER PLATE/OUTLET 2 LAYERS I 1/2"PLYWOOD SPACER } AND ALL OTHER R-11 BATT FINGER JOINTED C:, 2 c THERMOSTATS, INSUL WOOD CASING 3 a- CL ENVIRONMENTAL CONTROLS 3/4"STOP 1/2'x 12"H I I BOTH SIDES KITCHEN TOP PWD ALL 4 SIDES ` 1 I 2x— TRUSS • CHORD WOOD FRAME OUTLETS-PHONES OPTIONAL TYP 1900 J-BOX R30 &TV's HORIZONTAL SINGLE INSUL WALL CAP OR COVER PLATE/OUTLET TYP DOOR PER SCHEDULE BRKFST.TOP _ SEE FLR.PLAN \\\� \\\r, / i!/\\\ �� NON LOAD LOAD 3/4"STOP ° " �` /III j III/� SII/ 0 Iii CONDITION CONDITION • GYP. BOARD BOTH SIDES !/\`\\ !/\C KITCHEN TOP !/tlt�// u3 it 2xw . 1� / Lu \e\�//\�� \� FINGER JOINTED 2x6 OR 2x4 IIS. WOOD CASING j I I FRAMING /--. �/ N DRYWALL `.° 24"DEEP BASE N CASSING CABINETS 24" TYP FLR CONST 2 WO TYP DOOR PER SCHEDULE Ilk FINISHED FLR FRAMETYPICAL WOOD FRAME JAMB (2)2x4s CABINET DOOR OUTLET MOUNTING HEIGHTS COUNTER DETAIL ATTIC ACCESS 221 /211 X 4811 INT HEADS & JAMB 87 5SCALE: 1 1/2"-1'-0" SCALE: N.T.S. SCALE: 1 1/2"-1'-0" SCALE: 1 1/2"=1'--0" EXTERIOR INTERIOR ---TEMPERED SHOWER MARBLE CAP ENCLOSURE 4"CURB W/ SR ON SIDE MARBLE CAP CERAMIC FLOOR TILE ADHESIVE ON 8- DOOR CLEAVAGE MEMBRANE BRUSH TYPE VANITY 2X4 WD.STUD CONCRETE SLOPED FILL 2x STUD WALL WEATHERSTRIP NLFULTHRESHOLD SET @ 16.O.C. FLOOR SYSTEM SEALANT BED 1/2"MR.GYP BD. SHOWER DRAIN PAINTED FINISH OVERHEAD EXPANDABLE JOINTI GARAGE DOOR FILLER,WHERE APPLICABLE ra CERAMIC TILE CERAMIC FLOOR TILE $: ;t< � w m 1x6 WD DOOR STOP a d a ° 4n gem � SLOPE TO DRAIN r Q 4 co o -c o ,. (4)2x P.T. BUCK d a 4 ;- SLOPE d ° v d• TO DRAIN 4 d v a fj N h FINISH TRIM OR ° - d BANDAl III Ifl a a f> g u� FINISH I ,�f ; „ »:r:; co o) FLOOR SYSTEM j o 1l, -= SII - ,..,,,1 � •� � CONC.WALK 0 a.2 u- SEE STRUCTURAL DWGS a. CONC. SLAB& FOUNDATION SEE STRUCTURAL DWGS, JOB NO. PROJ.MGR. DRAWN BY CHECKED BY BATH BATH DOOR - OVERHEAD GARAGE DOOR SHOWER WALL a VANITY SHOWER CURB DETAIL OVERHEAD GARAGE JAMB THRESHOLD EXTERIOR SHEET TITLE SHEET 4MISC,DETAILS SCALE: 1 1/2"=1'-0" "' SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"=1'--0" SCALE: 1 1/2"=1'-0" AD-3 IL --72- 1 Pavadw-, _ 1 � 1x4 CEDER 2 L B 10°ANGLE CUT o c, vi 2x6 FJ CEDER 2X6 FJ CEDER 6" 2x6 FJ CEDER 6" w y o o ix2"x2"CEDER LU9 6 o � � p R U mill B E 2x4 FJ CEDER 2x4 FJ CEDER 2x4 FJ CEDER 65 50 ANGLE 50 ANGLE 51'ANGLE � � . Cw 2x4 PT SPLIT 2x4 PT SPLIT 2x4 PT SPLIT ►� OPTION 3 OPTION 2 , OPTION 1 WINDOW TRIM WINDOW TRIM WINDOW TRIM r SCALE: 1 1/2"=1'-a" SCALE: 1 1/2'=l'-O" SCALE: 1 1/2"=1'-Q" gc � � N M c' cz Q o LL m ti c c r� cb v N ,� ct 0o 7 m 6"HARDI BOARD BAND 6'STUCCO BAND 6"HARDI BOARD BAND c o TOP OF COL TOP OF COL TOP OF COL OR STUCCO a° d $" INSTALLATION SEQUENCING: 2" I I 2" 2" I I 1. THROUGHOUT INSTALLATION,KEEP THE WINDOW JAMBS PLUMB AND SQUARE, KEEP HEAD 12"Sa TAPER TO 10" I ANS SILL LEVEL AND SQUARE, MAKE SURE HEAD AND SILL ARE NOT CROWNED UP OR DOWN. COLUMN 2.CONSTANTLY CHECK WIDTH AT MEETING RAILS(i.e. DOUBLE HUNGS)TO AVOID"BOWED OUT" 1'-2" 8"SQ COLUMN 2'-W 12"SQ COLUMN INSTALLATION. I3.APPLY GENEROUS BEAD OF CAULK ALONG INTERIOR SURFACE OF NAILING FIN ON ALL SIDES PRIOR TO SETTING WINDOW INTO OPENING, STUCCO 4.PLACE 1(4"SHIMS AT SILL CORNERS AND SET WINDOW INTO SHIMS, CENTER THE WINDOW IN ` 2'•0" I I THE OPENING ALLOWING A 1/4"GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE, WHEN INSTALLATION IS COMPLETE,THESE SHIMS MAYBE REMOVED. 2" I HARDBOARD 2"2" I HARDISOARD PAINTED 5. INSTALL FASTENERS(STRAIGHT, NOT ANGLED)IN EVERY OTHER FASTENER SLOT STARTING PAINTED STUCCO BAND ` I OR STUCCO AT THE MIDDLE OF THE WINDOW.FASTENER MUST BE EMBEDDED INTO SOLID WOOD A MINIMUM II OF 1". KEEP WINDOW LOCKED UNITL ALL SIDES ARE SECURED, 1 10"HARDI BOARD BAND i OR STUCCO 6.CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT USED, 7.CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW, 6" HARDI BOARD BASE I 6"HARDIBOARD BASE 4 IOR STUCCO 8, INSULATE AROUND PERIMETER WITH BATT TYPE INSUALTION. DO NOT USE EXPANDABLE 1/2"SPACE w- I fl/2*SPACE THE USE OF EXPANDABLE FOAM WILL VOID WARRANTY, PORCH LINE RCH LINE Sp 9, FOR ANY INSTALLATION FINISHED WITH BRICK OR STONE,ALLOW 1/4"GAP AT SILL BETWEEN m STACK STONE STRUCTURE AND WINDOW.THEN,CAULK THIS GAP. SQ STUCCO UC�✓� COLUMN ( SO STUCCO COLUMN 10.CAULK GAP BETWEEN INSTALLED WINDOW EXTERIOR PERIMETER AND J-CHANNEL(OR BRICK OR OTHER EXTERIOR FINISHING MATERIAL WHICH SURROUNDS WINDOW), FLASHING SEQUENCING: PORCH LINE 1. APPLY BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER ALL OF ROUGH OPENING, 2, SET WINDOW UNIT. SOS STONE ACCENT 3. APPLY 2ND BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER NAILING FIN AND BLDG PAPER, COLUMN 4. APPLY SIDE STRIPS OF SELF-ADHESIVE TYPE FLASHING, 44 P.T.POST 5, APPLY TOP PIECE OF SELF-ADHESIVE TYPE FLASHING. SEE FLOOR x SEE FLOOR 4x4 P.T.POST 4x4 P.T.POST PLAN FOR SEE FLOOR PLAN FOR NOTE: LOCATION PIAN FOR LOCATION SELF-ADHESIVE TYPE FLASHING IS A GENERIC TERM. LOCATION SEE SPECIFICATIONS FOR MATERIAL TO BE USED. ' STUCCO FINISW t� � I� STONE FINISH s o fTRIM BELOW TRIM BELOW P.T.WD WRAPPED COLUMNS IMPORTANT: HARDIBnARp ' �? P,T,WD WRAPPED COLUMNS cv (PAINTED) * (PAINTED) � I IT IS THE RESPONSIBILITY OF THE OWNER OR BUILDER TO SELECT PRODUCTS IN I EA -' 2X4 STUDS 2X4 STUDS COMPLIANCE WITH APPLICABLE LAWS AND BUILDING CODES. u" C142X4 STUDS ° o a CD DO NOT USE MURIATIC ACID ON HOMES AFTER INSTALLING THIS WINDOW. THE ACID MAY o DESTROY THE COIL SPRING BALANCE SYSTEM,WINDOWS WILL NOT BE UNDER WARRANTY , 2'-0" IF EXPOSED TO MURIATIC ACID. <,:``,� ca 2'-0" DO NOT LAY WINDOWS FLAT OR STORE IN SUN BEFORE INSTALLING. STUCCO) COLUMN BASE SOS STONE ACCENT STUCCO) COLUMN BASE ALL WARRANTIES NULL AND VOID IF ANY VERTICAL HOLES ARE PUT INTO WINDOW SILL ■ JOB NO. AREA OF ANY WINDOW. PROJ.MGR. COLUMN BASE CROWN CHECKED BY STONE ACCENT COLUMN WINDOW PORCH COLUMN DETAIL ENTRY COLUMN DETAIL ENTRY COLUMN DETAIL TYP FLASHING DETAIL SHEET SHEET ' 1/2"=l'-O" � M(SG. DETAILS SCALE. 1SCALE: 1 1/2'4-0" SCALE: 1 1/2"=1'--0" SCALE: 1 1/2"=1'-0" A�J.``1' L A -� 2- 1 P �.. i rco s � a B .sU i' �~ NAIL W/ 11 10d c° .s . COMMON IN THIS AREA. F m .9 ZQ� o° Q N a U Cl ° VERIFY w/STRUCT. � o ro ° 44"MINIMUM i� o ro y 0 NAILING NOT NEEDED l IN THIS AREA UP TO 16" FLOOR SYSTEM SYP DOUBLE PLATE NAIL W/11 10d COMMON IN THIS AREA. V) ° VERIFY w/STRUCT. 10 m C w PROVIDE MINIMUM 1"END DISTANCE EQUAL NUMBER OF SPECIFIED NAILS IN EACH END63 rr W STRUCTURAL TWO STORY STRAPPING SCALE: 1 1/2"=1'-0" ' � � N � � X 4 O u- WOOD TOP RAIL HANDRAILS SHALL NOT BE LESS THAN 34"OR MORE THAN Ii AS SELECTED BY OWNER&CONTRACTOR 38"IN HEIGHT ABOVE THE STAIR NOSING. ti HANDRAILS SHALL BE CONTINUOUS PER FLIGHT OF STAIRS, Cl HANDRAILS SHALL BE 1,1/2"CLEAR OF ALL ADJACENT ' N FINISH MATERIALS AND ENDS SHALL RETURN TO WALL OR TERMINATE o IN NEWEL POSTS OR 5AFE,TERMINALS. HANDRAILS SHALL BE j 1 1/4" MIN, -2"MAX, 1 112" CLR. 1 1/4"-2" IN CROSS SECTIONAL DIMENSION,OR APPROVED EQUIVALENT, o a2 c z m HARDWOOD TOP RAIL - 'P AND BE SMOOTH WITH NO SHARP EDGES/CORNERS. � a � 0 a u STAIR AND RAILING SUPPLIER INSTALLER SHALL SATISFY ALL STUCCO W/CORROSION RESISTANTBUILDING DEPARTMENT APPROVAL REQUIREMENTS FOR METAL LATH OVER 15#FELT u_ WALL BRACKET THE PRODUCTS THEY PROVIDE OR INSTALL. AT 4'-0" CARPET O.G., MAX. " THE HANDRAIL CONSTRUCTION SHALL BE 2X FRAMING WOOD BASE ` ABLE TO RESIST A LOAD OF 200 LBS APPLIED IN INTERIOR SUBFLOOR / ANY DIRECTION AT ANY POINT ALONG THE TOP RAIL. 1/2"GB 2x BLK'G QIP i J ELASTOMERIC DECKING 0/PLYWOOD SHEATHING. a GUARDRAILS SHALL NOT BE 200 lbs vs� a WRAP 6"UP WALL&ALL PENETRATIONS. =70 LESS THAN 42" !N HEIGHT. ANY DIRECTION � � I INSTALL PER MANUFACTURER'S REQUIREMENTS. �� `, ANY LOCATION Z) v 5QFE STAIR FRAMING a0 O 1WA'-Cr z OPEN RAILS SHALL HAVE INTERMEDIATE RAILS OR U AN ORNAMENTAL PATTERN SUCH THAT A 4"MINz 4"DIAMETER SPHERE CANNOT PASS THROUGH. Mw SEE STRUCTURAL DRAWINGS FOR FRAMING d THE GUARDRAIL CONSTRUCTION SHALL BE 4'SPHEAE o O INFORMATION 5/8"TYPE"X"GB ¢ F` MAv NOT PAS,$ M ,t � cn ABLE TO RESIST A LOAD OF 20 LBS PER THROUGH @ ENGLOBED USABLE z LINEAL FOOT APPLIED HORIZONTALLY ALONG SPACES BENEATH STAIRS < y THE TOP RAIL OR AS REQUIRED BY CODE. 8"SPHERE 17 77 MAY NOT PASS 2x4 STUDS @ 16"OC WALL MTD THROUGH THE TRIANGULAR OPENINGS THIS DIAGRAM AT STAIR TREAD, RISER,& ILLUSTRATES THE BOTTOM SHALL BE SUCH SPECIFIC REQUIREMENTS THAT A 6"DIAMETER OF THE BUILDING CODE SPHERE CANNOT PASS THROUGH, AND IS ONLY AN AID FOR BUILDING DESIGN AND STAIRS STAIRS STAIRS CONSTRUCTION, DECK FLASHING DETAIL GUARDRAIL - WALL DETAIL HANDRAIL DETAIL 5-1' GUARDRAIL / HANDRAIL CODE DATA SCALE: 1 112'0=10-0" SCALE: 1 1/2"=1'-0" SCALE: 1 1/2"-1'-0" SCALE: 1 1/2"=1'-0" FINISHED SURFACE MATCH HEIGHT OF BASEBOARD FINISHED SURFACE EQ,TREADS 3/4"PLYWOOD TREADS 3/4"PLYWOOD TREADS SEE PLA '1` w v 2� < 2x FRAMING EQ.TREADS g " � Q ¢ a GYP. BD. SEELu -PLA '� (y 3/4 coEE w TYP U 1 x10 SKIRT BOARD � Z d LU TYP. ° SQ CL 3/4" w a X uj w TYP ;,e d 5/8"PLYWOOD RISERS (TYP.) EXPANSION XPANSION 2x12 STRINGER 2x12 NOTCHED STRINGER �''' 2x12 NOTCHED STRINGER - GAP GAP-- � b (3 STRINGERS MIN.AT �y (N� TYP EACH STAIR RUN) ti EXPA GAP SIONr� T � 5/8"PLYWOOD RISERS (TYP.) / �y � o 2x12 NOTCHED STRINGER N SECURE NOTCHED STRINGER TO SILLr � N 2x4 SPACER PLATE WITH FRAMING ANCHORS. SECURE n o PLATE TO SLAB WITH SLOT PINS. ALL WOOD IN DIRECT CONTACT WITH c r ri o ro vo CONCRETE TO PRESSURE TREATED OR PROVIDE IMPERVIOUS MEMBRANE SEPARATION AS ALLOWED BY CODE. a E o CL (3)2X12 STRINGERS TYP. (3)2X12 STRINGERS TYP. INSTALL 2X FIRE STOP AT ---- ""` J MID SPAN OF STRINGER (3) 2X12 STRINGERS TYP. JOB NO. STAIRS STAIRS STAIRS STAIRS SHEET TITLE SHEET STRINGER DETAIL FLOOR STRINGER ? LANDING (BOT) STRINGER LANDING (TOP) SKIRT f WALL DETAIL MISC. OETAILS 4 SCALE: 1 1/2"-1'41 3 SCALE: 1 1/2"=V-0" 2 SCALE: 1 112"=I'-O" SCALE: 1 1/2"-1'-0" AD-5 ELECTRICAL KEY _ _ [NOTEELECSYMI Y °' .4 ' ii9 _ .� _ SINGLE POLE OUTLET �,e � .o � 's s ~ PQC DUPLEX CONVENIENCE OUTLET -`a a � DUPLEX OUTLET ABOVE COUNTER a Wp WEATHERPROOF DUPLEX OUTLET o o .y 8 = v M GFI GROUND-FAULT CIRCUIT-INTERRUPTER DUPLEX OUTLET E Vl 5 HALF-SWITCHED DUPLEX OUTLET 8�•+- � $ �' $ aO E a SPECIAL PURPOSE OUTLET/JUNCTION BOX DUPLEX OUTLET IN FLOOR 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX WALL SWITCH $ $ CD r c6 NN N 3 THREE-WAY SWITCH 7 7 rn o 1co�-4 FOUR-WAY SWITCH 0 0 0 0 0 R RHEOSTAT SWITCH w Ld OM DIMMER SWITCH Q REINFORCED JUNCTION BOX L CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE w RECESSED ADJUSTABLE EYEBALL IIII INCANDESCENT LIGHT FIXTURE INCANDESCENT LIGHT FIXTUREff m _0_PC WITH PULL CHAIN I r +►0 EXIT LIGHT .' �� EMERGENCY LIGHT M M FLUORESCENT LIGHT FIXTURE �•L� ~ =*E:J FLUORESCENT LIGHT FIXTURE --------`I WITH PULL CHAIN I N TRACK LIGHT w I I N I 3Nco EXHAUST FAN(VENT TO EXTERIOR) o I I OPT. LIGHT WP 220V WP 220V i Ij 1 I \ EXHAUST FAN/LIGHT COMBINATION M x 11 -_-_-_ (VENT TO EXTERIOR) o0 im LOVA VOLT. GFI - / GFI / EXHAUST FAN WITH HEAT LAMP �� a - SECURITY 72" W/H / a (VENT TO EXTERIOR) 7!2 m 010 30ca.�. 0 CHIMES m� BTM S6° i . 1 0 220V \\ / f i a APB PUSHBUTTON SWITCH (D VENT VP \ ) ° a' S� SMOKE DETECTOR o I c I TO EXCL T. _ . \ O CL CL v \ ° ' a'a HD HEAT DETECTOR a / r r. I / / o \\ 1 e • t Co CO2 DETECTOR ET TILE i ��"" \ : ee QT THERMOSTAT �. .�- .� r f• 'r.� .� a \ o , ,. 'A . Q SPEAKER VENT VP / \ s b PHONE 1 CAT3 -- TO EXT. I \ d a c > H DDC(1-CAT5, 1-RG6) \ ( I ¢ MDC(2-CAT5 2-RG6) GFI I GFI V — — —� — J ELECTRIC METER / � ELECTRIC PANEL �. I — � LU / a XX 1 / / yll IWrJPI II ( / CEILING FAN PREWIRE OPONALc.---_JL-----J GFI .. / '.�-- .-._ ... --.�' // v � /a (PROVIDE ADEQUATE SUPPORT) TIn 1 Tv ® / I UTILITY TUBI OUTLET @ I� / a CEILING FAN/LIGHT PREWIRE j' ' eo (PROVIDE ADEQUATE SUPPORT) N11Z �• I I 42" A.F.F. I � � // - , • I I - I \ SIL L E3 / � I . - MDC P I - - - - - -� _ ELECTRICAL NOTES: �' GFI \ �•� e, ( I [NOTE_ELECTRIC) 1, PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DOORBELL I I DETECTORS AS REQUIRED BY NATIONAL FIRE I � CARPET TILE _ .. •-- •- -I• 1 any PROTECTION ASSOCIATION (NFPA)AND MEETING THE REQUIREMENTS/ / / / I / / `, r• mow~ PROVIDE AND INSOTALL GROUNDF ALL FAULT AU TING ODES / -- - — I i �,�. `T I I I 2. CIRCUIT INTERRUPTERS (GFI)AS REQUIRED BY U Y / I I'' / ° NATIONAL ELECTRIC CODE(NEC)AND MEETING THE r REQUIREMENTS OF ALL GOVERNING CODES, LUZ PH r U u-LU — — — — — ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED U I — — / I I I 3, DIRECT HOOK-UPS/CUTOFFS. f HVAC CONTRACTOR TO VERIFY THERMOSTAT C!]I I I / 4. LOCATIONS. CN I I I I ALL ELECTRICAL AND MECHANICAL EQUPMENT(I.E. u I / I I I 5, FURNACES,A/C UNITS,ELECTRICAL PANELS,SANITARYcy) / I Y�j \ I FL SUMP PITS,I I + I ! I I ARE SUBJECT DRAIN O RELOCATION DUE O FIELDEATERs> CONDITIONS. I I � II I �•� .r•�� I I I _ I FLI I ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: I I •t i _ i i SWITCHES OVER COUNTER . . . , , . . 48"TO CL ( I O WALL OUTLETS OVER COUNTER . . . . 48"TO CL \ WP =J �IIL�J WP REMAINING SWITCHES . . . . . . . . . . 48"TO CL - - _ _ - - - - - .� — FI G I — — — — — _._, — WALL OUTLETS. . . . . . . . . . . . . . . 16"TO CL BATH VANITY BRACKET OUTLET (1"ABOVE TOP OF MIRROR). . . . . 88"TO CL 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 GFI(ABOVE GARAGE FLOOR) 48"TO CL FRONT DOOR COACH LIGHT. . . . . . . 84"TO CL '� GARAGE DOOR COACH LIGHT, (ABOVE GARAGE FLOOR). . . . . . 84"TO CL DINING AND BREAKFAST FIXTURE. . . . 64"TO BTM OF FIXTURE FOYER AND STAIRWAY FIXTURE . . . . 96"TO BTM OF FIXTURE THERMOSTAT. . . . . . . . . . . . . . . 54"TO CL DOORBELL CHIMES . . . . . . . . . . . , 84"TO CL o MAIN FLOOR ELECTRICAL DOORBELL BUTTON. . . . . . . . . . . . LEVEL W/ ; . DR HANDLE �: e•�� KITCHEN WALL HUNG MICROWAVE I ro SCALE: 1/4"=V-0" OUTLET. . . . . . . . . . . . . . . . . . 76"TO CL W m KITCHEN DISHWASHER RECEPTACLE . UNDER SINK ' -o w � � N KITCHEN RANGE. . . . . . . . . . . . . . 24"TO CL y KITCHEN REFRIGERATOR . . . . . . . . 48"TO CL 1 'E S WASHER/DRYER OUTLETT. . . . . . . . . 48"TO CL } 4 Ua mi • JCB NO. 04-Bl-0023 CL=CENTER LINE 1 = FIELD VERIFY Paul's Bay 2=MASTER BATH STANDARD 30"HIGH 1 c.t ��77 �.✓ �,// VANITY TO BE RAISED 4" SHEET TITLE SHEET MAIN FLOOR C -� ELECTRICAL C j ELECTRICAL KEY8 9 [NOTE-ELECSYM] 'n o m �$ SINGLE POLE OUTLET .g U DUPLEX CONVENIENCE OUTLET ° � 7R DUPLEX OUTLET ABOVE COUNTER .9 Wp WEATHERPROOF DUPLEX OUTLET o a S GFI GROUND-FAULT CIRCUIT-INTERRUPTER S wct ' � S N _ � DUPLEX OUTLET g� 0 a � G 9 HALF-SWITCHED DUPLEX OUTLET o a`S g o e a A SPECIAL PURPOSE OUTLET/JUNCTION BOX DUPLEX OUTLET IN FLOOR 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX WALL SWITCH THREE-WAY SWITCH 7 7 7o� Nrn 7 3 co o 4 G7 4 �-4 FOUR-WAY SWITCH R RHEOSTAT SWITCH w LU DM DIMMER SWITCH Q REINFORCED JUNCTION BOX L CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE # T RECESSED ADJUSTABLE EYEBALL F� INCANDESCENT LIGHT FIXTURE (�} INCANDESCENT LIGHT FIXTURE PC WITH PULL CHAIN EXIT LIGHT �+J EMERGENCY LIGHT P H I FLUORESCENT LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT :-' ^• N EXHAUST FAN(VENT TO EXTERIOR) o EXHAUST FAN/LIGHT COMBINATION Q� x — — — �.. — �.-- — — --•— — — — — __._ — — — .--_-. — ....-_ .... — .— — — —. — ____ � 2 .. - - _ _ _ � � _ - - - _ Y f _ - - - - - - - -I r - (VENT TO EXTERIOR o '8 LL C3 [-LF.- PH MD / I EXHAUST FAN WITH HEAT LAMP tIt (VENT TO EXTERIOR) c co co / / I CHIMES (D Z ybo pPs PUSHBUTTON SWITCH I � I �� / �'•\ i a SMOKE DETECTOR n � ° I va° a HEAT DETECTOR I r/ / I ® CO2 DETECTOR I / /All I QT THERMOSTAT SPEAKER TV j b PHONE(1-CAT3) DDC(1-CATS,1-RG6) MDC(2-CAT5,2-RG6) 4 SD ELECTRIC METER ELECTRIC PANEL TV ® '\ I I — — — _ — — — — — — — I CEILING FAN PREWIRE \ I (PROVIDE ADEQUATE SUPPORT) I •1 I I I � '. � � •� � . Q I I VJ U I I CEILING FAN/LIGHT PREWIRE I I TTT I (PROVIDE ADEQUATE.SUPPORT) ■ ■�ww� — — — — — PM i ELECTRICAL NOTES: I rl MD I [NOTE-ELECTRIC] I 1• PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE I PROTECTION ASSOCIATION(NFPA)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES cz PROVIDE AND INSTALL GROUND FAULT III I 2. CIRCUIT-INTERRUPTERS (GFI)AS REQUIRED BY I I III NATIONAL ELECTRIC CODE (NEC)AND MEETING THE -'e9 REQUIREMENTS OF ALL GOVERNING CODES, ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED i 3, DIRECT HOOK-UPS/CUTOFFS. HVAC CONTRACTOR TO VERIFY THERMOSTAT 4, LOCATIONS, III I I ALL ELECTRICAL AND MECHANICAL EQUPMENT(I,E, III I 5, FURNACES,A/C UNITS, ELECTRICAL PANELS,SANITARY 4c SUMP PITS,H III I I CL ARE SUBJECT I LE O RELOCATIONAWATER HEATERS) DUE TO FIELD MDC I CONDITIONS, a � III I III I ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: o Iii I SWITCHES OVER COUNTER . . . . . . . 48"TO CL I WALL OUTLETS OVER COUNTER . . . . 48"TO CL I I I REMAINING SWITCHES . . . . . . . 48"TO CL ._ _ _ _ - - _ - - _ J WALL OUTLZTS. . . . . . . . . . . . . . . 16"TO CL BATH VANITY BRACKET OUTLET (1"ABOVE TOP OF MIRROR). . . . , 88"TO CL 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 GFI (ABOVE GARAGE FLOOR) 48"TO CL FRONT DOOR COACH LIGHT. . . . . . . 84"TO CL GARAGE DOOR COACH LIGHT, ' (ABOVE GARAGE FLOOR). . . . . . 84"TO CL DINING AND BREAKFAST FIXTURE. . 64"TO BTM {iJ° OF FIXTURE FOYER AND STAIRWAY FIXTURE . . . • 96"TO BTMc a OF FIXTURE ` j THERMOSTAT. . . . . . . . . . . . . . . . 54"TO CLr DOORBELL CHIMES . . . . . . . . . . . CALD �' L � R ELSCTRI . 84"TO {. DOORBELL BUTTON. . . . . . . . . . . W1 LEVEL W/ ry' r � Q DR HANDLE KITCHEN WALL HUNG MICROWAVE r SCALE: 1/4"=V-0" OUTLET. . . . . . . . . . . . . . . . . . 76"TO CL f. [Wn. LL 4:. KITCHEN DISHWASHER RECEPTACLE UNDER SINK KITCHEN RANGE. . . . . . . . . . . . . . 24"TO CL y � = ai KITCHEN REFRIGERAT.QR . . 48"TO CL a LL a WASHER/DRYER OUTLET, , , . , . . . . 48"TO CL • JOB NO. 04-B1-0023 GL=CENTER LINE Paul's �� r B 1 =FIELD VERIFY y 2=MASTER BATH STANDARD 30"HIGH VANITY TO BE RAISED 4" SHEET TITLE SHEET SECOND FLOOR ELECTRICAL E1 .2 L NOTE: UNLESS RULED OTHERWISE BY THE SOIL ENGINEER OR CONSTRUCTION PROFESSIONAL THAT IS FAMILIAR WITH THE HISTORY OF THE SPECIFIC CONSTRUCTION m U SITE, THE UNDERSIGNED ENGINEER RECOMMENDS THAT AT LEAST TWO (2) 25 ft, DEEP SOIL BORINGS BE PERFORMED AT THE CONSTRUCTION SITE FOR THE PURPOSE N c OF EVALUATING THE DEEP SOIL CONDITION AND TO INSURE THAT THE SOIL o RGANIC SOIL, DOES NOT CONTAIN POCKETS OF UNSUITABLE SAIL (I.E. O $ c E UNCONSOLIDATED CLAY, ETC.) THAT MAY CAUSE FUTURE DETRIMENTAL T STRUCTURAL SETTLEMENT. g HOWEVER, 6 ft. DEEP SOIL BORINGS SHOULD BE PERFORMED 1"0 ESTABLISH 211 U THE DEPTH OF SOIL EXCAVATION AND BACKFILL. NUMBER OF BORINGS SHALL p BE RECOMMENDED BY THE SOIL ENGINEER. IF NO DEEP SOIL BORING INVESTIGATION IS PERFORMED (I.E. 25 ft. DEEP SOIL BORINGS) THEN THE UNDERSIGNED ENGINEER ASSUMES THE FOLLOWING: THE UNDERSIGNED (LE. ENGINEER) HAS NO KNOWLEDGE OF ANY SUBSURFACE SOIL CONDITION REPORT, THUS, ALL FOOTINGS ARE DESIGNED AS SHALLOW FOOTINGS BEARING ON SOIL THAT POSSESSES A MAXIMUM BEARING PRESSURE OF 2000 PSF. IF CONTRACTOR FOUND ANY DIFFERING CONDITIONS EITHER THROUGH SOIL REPORT OR SOIL REMOVAL, THEN ENGINEER OR UNDERSIGNED SHALL BE NOTIFIED AND POSSIBLE, FOOTING DESIGN REVISIONS N N C0 (I.E. MAT FOUNDATION,OR PILE FOUNDATION) MAY HAVE TO BE IMPLEMENTED 'c d) PRIOR TO COMMENCING WITH FOOTINGS WORK, C O " " " o 0 o w , w co 45,_0" 25'-0" " 31'-0" 3'-3y" 10'-8 4'-0" 7�" 4'-p" 11%" 3'-6" " 1 (2) 4" CO A/C PADS 1 2 1 - `9�„ 2_8 4'-3” 6 3 10 OPT. PAD w/ DOOR N BL.00K CH kNGE I I I � HB � I I po O 0 LL coNr..e _. ...� — ........� — .r— �. ... .,.. -.... .,... -....—,. .�. .,.. .,— .,,.. �— —I— — — — •.._ i�--, I —.. .r,� ..r _.y r—w ..,,.�� .�,�...�.....,-.. �,r — .r�. ..r .�. �. .,... ,....�.. .,... ...�. d q. - 4 e I '� N P 1 II 1 1 YY ^ vZ� ror � JAG ZZI •• R M ► i I I MST R R I oda N . 2'_11" Aqc ss� i 4 e . o :t I _ o ° g r t I N I i u — j J I 01 3'—On r I I A I I r ------ -- — R Se it li p SLOPE 2"EIR I A a R R BLOCK CHANGE I t I ; ��—�. I I 1 I i yI' C/) I o a I ' I \ I r I 1 I I ( I� _SII I „ 1��7 CXR J i I W/S P i i D/�P I I I a0011 N 9. 24—2 — I I ---J 1 _ I 1 ., OPTI NAL'-- — ._ ..�_ I I I q 4 ° UTILI TUB 4.1 ''3'-3" 2'-10"� 4'-n" . I 24'-7 2* 4 I I I BLOCK CHANGET' I ° ' N J rt Nn I I ( NOTE: ALL ANGLES ARE 45° ' 1 I _ _ _ _ _ _ _ _ _ - - - - - - - I 4'-5" I I UNLESS OTHERWISE NOTED .,�— - / u _.I� (2) GONG. STEPS — r W/ 10" TREADS R -co ln SLOPE 1" I .9 I I I � �------ 1�p-51/2" rCONC. SLAB W/ ; DNV N Uwv J--- " I 6 x 6 NO. 10 WWM OR FIB RMESH. 1 � ► !— I I REINF. OVER VAPOR BAR IER �, 1 'I ow I I I OVER CLEAN COMPACTE N o �` ;-;`'�� I �, I r —J I STEPS TO GR DE TSPS TO GRADE I TREATED FILL I I 0-0 FIN. FLR. I I 1 ��,(� I I REQ'D BY CODE EP'D BY CODE 1 3'.,xi' I a Z� A I I SLOPE1" „ I I I I ( I I I 5 1/2" R ��' I I Q 0 I co R I I ® i i BLOCK CHANGE �. _ . .�. r— _. .,._. - --- - -- - _ —_ ._ __ _ . _ _.._ — — — — — .._.� .._. ..... — _ ._ — —— — — —— — — — — — — — -- — — —— —— — — — — — — — —— — — —— — — —— — — — — — — —— — — —— — — -- - ---- - - - - - BLOCK CHANGE HIB 0 �j� 24'-5y" 12'-11 16'-7y2' 2'-0" 6P_0„ rp 4 54'-0" 8'-0" 0 � u 70'-0" . Vis. , g CONCREFOUNDATION5 � P W�� y U. M SCALE: 1/4"4-0' ` .:. `' ,,.;,, =' : a o co a u a s JOB NO. 04-Bl-0023 Paul's Bay ,• �r, SHEET TITLE SHEET .•��'I Vli� y•. FOUNDATION • „ LJG E PLAN ENGINEERING INC. O� ;.,.,• :. LOUIS J. GABRIEL P.E. # 39476 419 SOPHIA TERRACE ST, AUGUSTINE FLORIDA 32095 •,y �l off.-* P SCHEDULE "Aft TABLE FOR SHEAR WALLS FRAMING ROOT. TRUSSES, STRAPPING SCHEDULE TO TOP PLATE OF . BEARING ''VALE (PRE' GROUND FLOOR N�lNEtRED FRAMING) ' ( ) UTTV131K0 ''ALl. r- � . .,. .. NTHE SHEAR OTED N TREATABLE:TABLE WAS ESTABL1STiEij ASSUMING THE FOLLOWING CRITERIA UNLESS OTI LERWISE • � � � � � � `2 TRUSSNa, OR ;.UPJFT.. TRUSS TO TOP s a A WOOD SHEATING TO STUDS NAILING SHALL BE Fad COMMON NAILS. DESIGNATION ,* (Ir�S) ' PLATE OR TO STUD • TOP PLATES TO ,FQpT1NGS 83 GYP. BOARD 1'O STUDS NAILING SHAH BE 5d do 6d COLLIER NAILS FOR 1/2" & 5/8" THICK L3OAf2t) - •.-.._..�.....r RESPECTIVELY. - - -wcW ALL TRUSS ENDS EXCEPT ONES d- 6900 142'.6a 5T'6eL R0,!P!5 SPACED AS ' SHEATHING TO S1UDS FLOOR TO FLOOR OUTLINED BE1 QW SHOWN ON SHEET REQp, SINGLE OR # 5-3 DESIGNATION SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOCZ SPACING $ � r� ro cn o O P 0 Q Q C 3,C4/9r�1{• 3,Flz, � � ,7/16» oss SINGLE s" / 12" s0" O.C. C7 � H3 "14 (BLOCKED) ❑ e 6O1 - 120,o STEEL RO,,�S•SPACEO ASc') w SHOWN ON SHEET #5-3 © 7/16" OSB SINGLE 4" / 12" 60" a.C. - (BLOCKED) Q 7/wr OSB SINGLE 3" / 12" 36" O.C. k k (BLOCKED) V) • � A% CIZ/0 r0 �Znl, -H75a3)teo-rAu SINGLE 2" 12" z4" O.C./1sOSB I C (BLOCKED) ,; HYT2z, s�mPsolv� HoMDOWM 'k NAIL PANEL EDGES ONTO DOUBLE S1UDS. ',IL's=AQP epOXY GROuTeDBOLTS-CpsligkeADM PD%10 ACHIEVE REQUIRED BOLT SPACING. a` *s ADDITIONAL NOTES: -M 0 1) FOR LOCATIONS CLOUDED AS INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE BOLTED PER DETAIL "B" ON SHEET 15 Lt I I 2) ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MENTIONED ABOVE SHALL BE BOLTED PER: DIETAIL "E" ON SHEET � p III �� I 3) ROOF TRUSSES SHALL BE STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON011%� (9 1 N 21 Z Ip O L11x1� `% A - - i i� \� 'y SCHEDULE "A" ON SHEET 1-5-3. STRAPORCFS. LL BE ADEQUATE TO RESIST SHEAR FORCES x [ [t zxta �+L �� ACTING SIMULTANEOUSLY WITH N � Q / - a) LpcATla s cGousaE.9 �S L( x1�9RcAf'� Locr?7lo,,l� .0taEPS , — . Cz ZxIo -y ' ��KIM 13 �1 + 0n L. +�C�� E Ir' -Zt�- ll lr a�. O o 4 � LL o 4 A N N I I \ 1 N V (5 N 5) FOR LOCATIONS CLOUDED AS INDICATE LOCATIONS WHERE WOW POSTS SHALL BE STRAPPED a e 4' AT TOP & BOTTOM AS SHOWN ON DETAIL "A" ON SHEET ° •. e 6) LOCATIONS GI Uu9Ea AS ��NAIL B STr�f�(�pr9 �ER '��7F11L "(�" Ut~ N I SWEET 5-N del .+w r 4 V N \\ 04.4 - r) _. , .. N9IGATEs 1'100 r0,sls (�Irz��125 �� i3� do ri ! -S,GNC,9r A6?wf1TC-94, LEZtG� 9�1oi11L.g S f*�J� � ash C L1 Z X 12 _. ..... ..._ � i l � }C I� I r+- i i i � _ � // ly��• 4: . 1�x� I �tV / ° t 44 d Was— • / 03,13 "�`��,,�4� _ �. _ + H`ll-� .. •- I• k I Nary A erl k I I ,�1 elk -�j C "[- rP �, �t Bearing Studs Requirements For Beams/Girders: I 1- LVL Beams Or Glu. Lam. Beams , See Framing Plan On Sheet S-2. = % L F�11 2- Solid Sawn Lumber, Use (2) Kings For Flush Beams Or(2)Jack Plus (1) King For Drop BeamsI Y puss alL F4 I 3•�s �I I �xG �usT oI �y I 11 tj 10 P I 1 I I n� � �. .�c�)z.xlL Pori USE (2) ROWS OF 10d COMMON C�1tX�o (L)Zx10 (Z)u10 �X1Z• NAIt'5 0 12" O.C. � \ �'�,J 2 TYPI9,L--OF-(2)._ 2",x-..6".THRU_..(2� 2"..x_.12" SOLID SAWN LUMBER USE (3) ROWS �} w OF 12d COMMON _ NAILS 0 12" O.C, ( ; Ci STAGGER NAILS lu ON BOTH SIDES, TYPICAL OF (3) 2" x 10" THRU (3) 2" x 12" SOLID SAWN LUMBER w r~ fV� [V l� ppt LL d USE (3) ROWS USE (2) ROWS OF 1 MON I/2"0 A307 MAaUKE F � � o � � 2d COM � [ OF 12d COMMON — BOLTS w/ NUT NAILS © 12" O.C, ' NAILS 0 12" O.C. 2"0 STEEL 'NA5i fg r STAGGER NAILS ® 12" 0 C F . 0. o 0. J. w ON BOTH SIDES. JOB NO. - — Ob-pi-0023 (2) 1-3/4" PLY LVL (3) 1--3/4" PLY LVL (4) 1--3/4" PLY LVL Paul's B a y +I1111111rrllr,r { �.. MEMBER SHEET TITLE SHEET '" '.•••••.., LJG ENGINEERING, INC. u 1 pL E M BER C©NNE C T I ON D E T,4��.. .••��111' �'%,i LOUIS J. GABRIEL, P.E. # 39476 MAIN FLOOR 419 SOPHIA TERRACE ELECTRICAL ST. AUGUSTINE FLORIDA 32096 "!�V� 1 Teed d 1s E a c Z 3 L? ro � w � � M n 07 C6 M m q 0 o n o ca C] q N Ly V) { 7i� ,I co N (g l L14�1J � ��ZX1� NN 4 ti... ..., — _ _ _ — — _ _ W I oik I e I mLL I % / co 't Q I � ro Q ; DESIGN CRITERIA 1/2"0 THREADED STEEL RODS 1 LIVE LOADS: SPACED PER SHEET # S-3• 1/2"0 THREADED STEEL RODS a ADDITIONAL EXP. BOLTS MAY I SPACED PER SHEET # 5-3 . ROOF...............................20#isq. it., FLOOR...........40y/sq. ft. BE NEEDED PER SHEAR WALL STUD WALL ADDITIONAL EXP. BOLTS MAY < TABLE ON SHEET S-2, BE NEEDED PER SHEAR WALL # #4 RODS CUNT. I � 2) WIND LOADS: THREE SECOND GUST WIND VELOCITY PER FBG-2001........................120 MPH CONC. SLAB W/6x6xtp/10 W.W.F. oft F18�QME5H ( TABLE ON SHEET # S-2. 4" 3 1 (IMPORTANCE FACTOR)=1.0, WIND EXPOSURE "B", CATEGORY "II" BUILDING * EXPANSION JOINT 4 n _ - I STUD WALL I RECESS SLAB 3/4"x 10" WIDE `" CCPi = (+} OR (-) 0.55 (PARTIALLY ENCLOSED BUILDING) PREENGINEERED ROOF TRUSSES I AT GARAGE DOOR 3) COMPONENTS & CLADDING DESIGN PRESSURES **' GATOR NUT T-TTIII- 6 MIL. V,B, OVER CLEAN, ROOF (ANYWHERE)- -50.1 Psf, +23.7 Psf I'I- WELL COMPACTED TREATED FILL I . 6x6x10/10 W.W,F. � 6x6x1D/10 W.W.F. 02 �1/3E,(LMESH x ,• O2 flBEixMfS ___ WALLS: ZONE "5" IS WITHIN 3 ft. OF CORNERS, CONE "4" IS ANYWHERE ELSE. 3"x 3"x 1/8" � #4 RODS VERT. ON 48" O.C. & AT CORNERS. STEEL WASHER VERT. RODS SHALL BE HOOKED 6" INTO I - " • •/Q —_- I- I , d �i CZ9NE �FFETIVFWIN� AREA, f� f.) PSE (PSF) ZONE EFFECTIVE WIND AREA (sq. ft.) PR R (PSF) _ I' IJ FOOTINGS (� BOTTOM AND 12" INTO SLABS �� 4 10.0 35,5 -3'1.8 5 10.0 35.5 -44.7 HURRICANE STRAPPING PER 0 TOP. FOR HORIZ. REINFORCEMENT, USE I N z IIIA TrI I L • .� —III 4 20.0 34.4 -36.6 5 20.0 34,4 -42.4 SCH. "A" ON SHEET # S-2 TOP PLATE ��—I LJ L I 9 go. HOR1Z. JOINT REINFORCEMENT I I I ITT1 ' & TIED CONT. HOOKED (2)-#5 CONT, HOCKED & TIED AT CORNERS I & TIED AT CORNERS OF WALLS I= —I III- ON 16" q.C. (MAX.) ::�- •�* MIN. 18" MIN. 18" 4 50,0 32.1 -35.5 5 50.0 32.1 -38.9 - 4 100.0 30,9 -33.7 5 100.0 3019 -36.6 II—III• *+* PLUS AND MINUS SIGNS INDICATE ACTING TOWARD AND AWAY FROM THE BUILDING SURFACES ** = 48" (MAX.) OR . '•_�� •* CONSULT ENGINEER ,': ,,` 11=� I I-�2U-- I TURN DOWN SLAB DETAIL GENERAL STRUCTURAL NOTES: 1/2'0 THREADED STEEL 20"(W)x 10"(H) CONCRETE FOOTING TURN DOWN SLAB DETAIL ® GARAGE ROD PER SHEET # 5-3. REINFORCED W/(2)-#5 RODS CONT, 1) IT IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF I EXCEPT ® GARAGE CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL 00 THIER WORK IN CONFORMANCE 6., TYPICAL. FOUNDATION DETAIL WITH ALL APPLICABLE CODES AND REGULATIONS, STEEL COUPLER _ _ L — — — — __ T — .� _ — - LLJ O 2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR _ _ N CD J 7/16" OSB NAIL w CORNER DETAIL I U TO COMMENCING WORK. ed COMMOM NAILS 70 m V 3) CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, ANGLES, STUDS PER SHEAR WALL (N.T.S.) - 6x6x1p/10 w.vv.F, o�z FIgERMESK L7 L C)7 PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED BY TABLE ON SHEET # S-2. AIIACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS. • 7-- 4) THESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR ' A ]1— j m REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. RIM JOIST OR BEAM • ••a,1 �_ • TI' ) TJ W 5) ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND 2"x6" SPF #2 0 16" O.C. SPH, "51MPSON", STRAP =� TOP PLATES I (?.)-#5 RODS CONT. Ln > C- C) SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUTION ELSEWHERE IN THE WORK 1/2"0 THREADED STEEL THREADED STEEL RODS SYSTEM EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ROD PER SHEET # 5-3. LSI INSTALLATION INSTRUCTIONS _ � �20 �� '�' NSTR 6) SUBSURFACE 501E CONDITION INFORMATION 15 NOT AVAILABLE. FOUNDATIONS WIRER DESIGNED STEEL COUPLER INTERIOR STEP DOWN DETAIL — Q FOR A 2000 PSF SOIL BEARING CAPACITY, CONTRACTOR SHALL REPORT ANY DIFFERING 1) DETERMINE THE STARTING POINT AND MARK EITHER THE LSTA36 " IMP d v� CONDITIONS 1'0 THE DESIGNER PRIOR TO COMMENCING WORK. • FORM BOARD BOLT LOCATIONS PRIOR TO CONCRETE POUR S 50N", (3) CONTINUOUS STUDS 7) IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEE TYPICAL FOUNDATION IF "J--BOLTS" ARE USED OR BOLT LOCATIONS DIRECTLY STRAPS — — — — — — — ____. — — - — ___. — — — — — — — — — — — SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING DETAILS OF THIS SHEET, ON THE HARDENED CONCRETE IF EPDXY ANCHOR BOLTS - — - Ll- ERECTION. ARE USED. POST STRAPPING 0 TOP EPDXY GROUT STRAPPING TOP LCA CONSTRUCTION NOTES: n 2) CORNER LOCATIONS SHALL BE PER DETAIL "L" ON THIS (NT,&) %T.sa 1/2"0 THREADED SOLE PLATE SHALL BE i SHEET. STEEL ROD ANCHORED 1'0 SLAB W/ 1/2"0 e ,1 �E' 7 ` 3) INSTALL COUPLERS, WASHERS & NUTS WHERE REQUIRED SPH, "SIMPSON STRAP 2x4 STUDS THREADED ROD 13OLTS SPACED co CY) 1) ALL CAST ON PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN. OF 3000 PSI I 1 PER DETAIL "J" ON THIS SHEET AND PER MANUFACTURER'S �- 6"x 6" OR 4"x 4" POST 0 16" O.C, PER SHEET # S-3. ADDITIONAL COMPRESSIVE STRENGTH AT 28 DAYS. SLABS ON GRADE MAY BE CONSTRUCTED w/2500 PSI CONCRETE FOOTING 1 RECOMMENDATIONS. Tx EXP. BOLTS MAY BE NEEDED ABU, "SIMPSON", 6x6x1O/10 W.W.F. PER SHEAR WALL TABLE ON .--� CONCRETE, 4) ALL THREADED STEEL RODS SHALL CONFORM TO THE POST ANCHOR Ott F1kgm SHEET # 5-2. 2) FOOTINGS SHALL BEAR BELOW DISTURBED & ORGANIC SOIL AND UPON EITHER THE SURFICAL SOIL `\ ---'� ' REQUIREMENTS OF ASTM A36 THREADED STEEL, GALVANIZED. t " OR UPON STRUCTURAL FILL COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR :r . DRILL 6 INTO CONCRETE MAXIMUN DRY DENSITY (ASTM D1557) FOR A DEPTH OF AT LEAST ONE FOOT (1 ft.) BELOW THE BOTTOM OF THE FOOTING. �r ., •• 3} BEARING MATERIAL:FOOTING. FOOTINGS SHOULD BEAR IN EITHER THE EXISTING FINE SANDY SOILS, BOLT RUN DETAIL TYP J POST STRAPPING ® BOTTOM ANCHORAGE TO SLAB 0 BOTTOM N.T.S. w'r' a w,T,sa - I _ (2)--#5 RODS CONT. �...� WHICH WILL REQUIRED PROPER COMPACTION, OR IN COMPACTED STRUCTURAL FILL. THE BEARING (N.T.S.) LEVEL. SOILS, AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO 95% OF THE MODIFIED 20 PROCTOR MAXIMUM DRY DENSITY (ASTM D1557) POST STRAPPING A POST STRAPPING N INTERIOR THICKEN SLAB DETAIL � ' 0 4) REINFORCING STEEL SHALL BE ASTM A-615 GRADE 60 STEEL CONFORMING TO ACI 301, �---� ACT 315, ACI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS, TOP & BOTTOM TOP & BOTTOM 5) ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE W.T. IN15C. FOUNDATION DETAILS (, I� 0 LAP SPLICED A MIN, OF 36 BAR DIAMETERS OR 24", WHICHEVER 15 GREATER UNLESS OTHERWISE NOTED, 6) THE MIN. CONCRETE COVER FOR FOOTINGS SHALL BE 3 in. MIN. FOR REINFORCEMENT. p FOOTINGS (TO MAIN REINFORCEMENT)-...................3 inches �-W SLAB ON GRADE....................................................CENTERED H2.5A, "SIMP50N" H2.5A, "StMP50N" H2.5A, "51MP50N" ROOF TRUSS CLIP (TYP) OR ROOF TRUSS CLIP (TYP) OR ROOF TRUSS CLIP (TYP) OR O 7) HORIZONTAL BEAM AND F001•ING BARS SHALL BE BENT 1'-0" AROUND CORNERS OR SEE SCHEDULE "A" SEE SCHEDULE "A" SEE SCHEDULE "A- HEADERS PER BHT, # 5-2 H2.5A, "SIMOSON" CORNER BARS WITH 2'-0" LAP SHALL BE PROVIDED. ON SHEET # S-2. ON SHEET # S-2. ON SHEET # S-2. GARAGE DOOR HEADER ROOF TRUSS SLIP (TYP) OR (TYP) SEE SCHEDULE "A" 8) CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT �y ON SHEET # S-2, REINFORCING STEEL, SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES I� SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. I w C) 9) ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS. LSTA36, "SIMPSON", 10) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS STRAPS " ACI 318 LATEST EDITION AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE 1/2"m THREADED STEEL ROD THREADED STEEL-3 TWISTED x 2a" LONG FOR CONCRETE CS20, "SIMPSON", ROD PER SHEET # S-3 ROD PER SHEET #! S-3 TWISTED STRAPPING STRAPS. SEE SHEET # S-2 MA50 FOR BUILDING" ACI 301. FOR # OF STUDS. 1) CONCRETE MASONARY UNITS SHALL BE ASTM C90--75, HOLLOW LOAD-BEARING CONCRETE MASONARY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MIN. COMPRESSIVE STRENGTH SEE SHEET # S-2 1/2"os THREADED STEEL FOR # OF STUDS. ROD PER SHEET # S-3 OF 2000 PSI ( f ' m = 1500 PSI ). > 2) MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE M OR S. X LTT19, "SIMPSDN", W X HTT22, "SIMPSON , X HOLDDOWN 3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SCALL BE GALVANIZED TRUSS-TYPE WITH x i- HOLDDgwN 6 in, LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, MAX. 16 in. O.C., CONCRETE SLAB WJ) FRAMING: x r r", - • 1) ALL WOOD FRAMING SHALL BE SYP #2 AND INSIALLED PER AITC AND TPI AND NATIONAL SUPPORT GIRDER • * ' 1 DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. 2) ALL STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES: EXTERIOR WALL OPENINGS K EXTERIOR WALL OPENINGS E EXTERIOR WALL OPENINGS F DOOR JAMB B SAWN LUMBER LAM. VENEER LUMBER STRAPPING ® TOP & BOTTOM STRAPPING ® TOP & BOTTOM EXCEPT AT ANCHORAGE @ TOP & BOTTOM DETAIL y>C» Fb _ 1,120 PSI Fb = 2,500 PSI Fv = 90 PSI Fv = 285 PSI (N.T.S.) GARAGE DOOR & OTHER LOCATIONS SHOWN STRAPPING 4 TOP & BOTTOM Fc1 = 565 PSI E = 1,900,000 PSI ON SHEET # S—Z OF THE DRAWINGS (N.T.S.) (N.T.S.) JAMB STRAPPING 0 TOP & BOTTOM (N.T.S.) Fc = 1,455 PSI (N.T.S.) E = 1,600,000 PSI O 3) ROOF & WALL SHEATHING SHALL BE 7/16" ORIENTAL STRAND BOARDS (OS8) OR BETTER, SPAN RATED AS SHOWN ON THE DRAWINGS. W L 4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONARY, CONCRETE OR SOIL SHALL BE PRESSURE-TREATED, SCHEDULE "C" ** 5) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH TOP PLATES SEE S "SIMPSON", CLIPS (TYP) OR Li RECOMMENDED STUD SIZES AND SPACING APPLICATION. FASTENING SUBJECT TO MOISTURE 51IALL BE HOT-DIPPED GALVANIZED TO ASTM BLOCKING REO'O. ROOF TRUSS NOT SEE SCHEDULE A ON BHT. # 5-2 WALL PLATE HEIGHT STUD SIZE SPACING 2X4 BLOCKING 0 SHEATHING JOINT 2x4 OUTRIGGER BETWEEN OUTRIGGERS SHOWN FOR CLARITY J 0 ' A-153-80, •;:'� 1— 4- FROM GABLE END 48" O.C. /—HURRICANE CLIP H-2.5 CONT. 2x4 SCAB FROM TOP TO 5) ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A.I.S.C. SPECIFICATIONS. 8' D" THRU 9' 1p" 2X4 16" 7/16" STRUCTURAL ROOF SHEATHING AU—HANGER OR FQUAL 0 48" O.C. BOTTOM CHORD TO SERVE AS NAILER �. FASTENING SUBJECT TO MO(TURE SHALL BE HOT-DIPPED GALVANIZED T'0 ASTM A-153-80. 2x4 BARGE RAFTER CONT. FOR x-BRACING 0 8' O.C. 7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. 10'-0" TFIRU 14'-0" 2x6 16° PROVILe GLIM FOR 400 Lbs ; OF LA-ERAL SHEAR I��' � I ��SHINGLE $TRlP BOTTOM CHORD OF COMMON TRUSSES ® 24" O.C. 8) GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF #2 14'•-•1" THRU 18'-6" 2X.8 16" j r1l I ��FASCIA /-BOTTOM CHORD OF GABLE x � SPH, "SIMPSUN", STRAWS 11 I `� 12d NAILS 8" O.C. END TRUSS x ' CD 32" Q.C. I 2x4 X—BRACING INSTEAD OF SYP 2, 19'-0" THRU 22'-0" 2x8 12" D.C. i TOP CHORD OF GABLE END (3) 12d NAILS 2X10 12" j TRUSS DROP 3-1/2" " DOUBLE TOP PLATE * * w THE PLATE HEIGHT REPRESENTS THE VERTICAL 2x4 SCAB CONT. TOP TO I I I ` UNINTERRUPYED SPAN LENGHT OF THE STUD. BOTTOM CHORD 0 8 ft. I I OPENING �� T IF HORIZ. CONTINUOUS BRACE CAPABLE OF FROM GABLE SCHEDULE "B" - MISCELLANEOUS FASTENING SCHEDULE TRANSFERING LATERAL LOADS TO SHEAR WALLS I I CONT. 2X4 SCAB FROM TOP To r 1 2x4 6LOCKNC 48" O.C. BETWEEN LSTA36, "51MPSON", u� DOES EXIST, THEN THE SCHEDULE SHOWN ABOVE I I BOTTOM CHORD (� X—BRACING '�• GABLE END TRUSS AND FIRST SPACE 0 32" O.C. {"J CONNECTION FASTENER NUMBER OR SPACING DOES NOT APPLY. 2X4 SCAB IF VERT I I (PROVIDE ADDITIONAL 2x4's AT - COMMON TRUSSCy � WEB IS NOT PRESENT I VERTICAL IF HIGHER THAN 48- (MAX.)( ) < T'0 FORM AN "L• SHAPE) < TOP OR SOLE PLATE TO 5TUR, END NAIL 16d COMMON 2 I I 11 CONT, 2x4x8�2 SYP. LATERAL STUD TO SOLE PLATE, TOE NAIL 8d COMMON 4 (3) 12d NAILS (TYP) I 1 I BRACE 0 49 D.C. CL AT X-BRACING I 1 I BOTTOM CHORD OF (3) 12d NAILS LTJ DOUBLE STUDS, FACE NAIL 10d COMMON 24" O.C. GABLE END TRUSS rj I DOUBLE TOP PLATES, FACE NAIL 1 Od COMMON 16" O,C. I 1 1`-� (2)-2x4 TOP PLATE ISOMETRIC VIEW SHOE PLATE � TOP PLATES, LAP AND INTERSECTIONS FACE NAIL - 2-16d OR 3-10d COMMON „ „ W U F-- SCHEDULE D CONT. 2x4x8' #2 SYP SHOWING LATERAL BRACE TO CONTINUOUS HEADER, TWO PIECES I Gd COMMON 16" O.C. ALONG E4. EDGE LATERAL BRACE 0 48" O,C. 2x4 STUDS 0 16" O.C. FRAMING SCHEDULE FOR OPENINGS SHALL BE AS FOLLOWS FOR ALL LOAD BEARING WALLS - GABLE END TRUSS �� Q PLYWOOD &_PARTICLEBOARD SHEATHING: (EXCEPT AS OTHERWISE NOTED ON THE DRAWINGS) 7/16" OSB ON 1�t. 2x4 BLOCKING 0 48" O.C. NAILED ON 4"/12- BETWEEN GABLE de FIRST TRUSS -PLATFORM FRAMING- SUPPORT BEAM OR ` Z ROOF 7/16" OR GREATER _ _ - T 8d COMMON 6" O.C. EDGES & OPENING WIDTH IN FEET CUP 0 48" 0,0„ CUP MUST GIRDER PER SHEET # S-2 PROVIDE A MIN. 400 Lbs OF SHEAR. m 8" O.C. INTERMEDIATE UP TO 3'-0" Y-1" THRU 5'-0" 6'-1" THRU 10'--0' I Q � WALL 7/16" OR GREATER 8d COMMON 6" O.C. EDGES & * LINTEL * (3)-2x8'6 (3)-2x10's (3)-2x12'3 PLATFORM FRAMING 12" Q.C. INTERMEDIATE ��)• ' ,, JAMB ** USE TWO (2) STUDS OF THE SAME SIZE AS THESE OF THE WALL BEING CONSIDERED GABLE END DETAIL FLOOR - 3/4" T&G PLYWOOD 8d COMMON 6" O.C, EDGES & .••••••. JOB NUMBER UMBER 12" Q.C. INTERMEDIATE * = TWO (2) PLATES WITH A 1/2" PLYWOOD FILLER MAY BE USED INSTEAD OF UaTSJ STUD TO STUD STRAPPING "�" • '. THE THREE (3) PLATES MENTIONED ABOVE. NOTES 1 UNBRACED LENGTH OF X-BRACING MAY (N.T.S.) NOT EXCEED 10 ft., IF LENGTH DOES • s+. r i•J « * = OR SEE SHEAR WALL TABLES ON SHEET S-2 & S--3, * = STUDS SHALL BE CONTINUOUS FROM TOP PLATES TO SOLE PLATES. EXCEED 10 ft., ADDITIONAL SCAB 15 REO'D. ' SHEET NUMBER �,, 1 KIM 0 Firoduct Rat* Effective: Larch 39 ,2002 PR®DUC T>INE R.4.' MIG(nsf� M40/50—Sly +30 -35 53x78 Standard single hung +30 -35 36x96 M40HP/50HP—SH +50 -60 53x63 High Performance single hung +SO -55 53x763/ +35 -35 53x96 TW—SH +50; =50 53x75 Tilt sash single hung +35 -35 53x96 TS—SH f 50 -50 53:96 Tilt thermal break single hung MP—SH +70 -70 53x7$ Impact single hurl. RW HP +35 High performance horizontal slider -35 127xn I RW XHx +55 -55 74x51 Extra high performance horizontal slider +45 45 112x63 M2/3/4/5 SGD +35 -35 4065 panels Standard sliding glass door +30 -30 3080 panels 2'!Sill M2/3/4/5 HP SGD +45 -45 4050 panels' High performance sliding glass door 2-17.11'Sill M2/3/4/5 YHP SGD +55 -55 5080 panels Extra high performance sliding glass door 2-1/2„Sill T* 5' wide panels not available is M3&5 Revised:04/04/02 • ^•• ' V]NDOU ,.•c_.--• •-TVU BY iRAlI1tJG-- RO SCR E1/11ISIALATIUIr A11CHtlR ^t/tl(ID••11UCK AIJCHpN -••• -.• _ -� _ CAULK BEHIND �"�•"��-__.,_-_' ^^ _.. - - -- _ _ - N111J0tlU Fltl WI DTH BY OYtIERS CONCRCTC IIR IIASCNRY �.. is E\d DIA. CONCREr OPENING AT O1FJEgS • CAULK 9EHIND VIIJDD1r FIN CONCRETE OR MASONRY t1411LS, ' 1/4'MAX.—.�..-.. .. I-•1/D•MItA CItBEDMENT �-•- OPENING BY OTHERS IVU BY FRAHING SPALL' SHEATHING BY OTHERS CAULK BCTVErt4 VCUD BUCK SHIM AS RCO'D.— 1) SHIM AS R[0'D.AT EA,SET OF INSIALLAII411 AtiCHDRS usl 4 LOAD BEARING Su1nS. nae. A MASONRY OPENING BY OTHERS ALiG�ABL[SNI(St ACK Tq 6C 114•. Sr.SHINS VNERE SPPACY pRCATCR THAN iqc'I!PRCS[Ni. 1-1/4• MIN. = 2> POOR ItATEAIAI.ALILNINUN aLLOY 6040. �BUCI( BY OTHERS BY OTHERS I W/LOAD 7V0 BY VpCD •�F•P• IIYP.)-(:-.•1 BEARING SHIN DUCK 8T pYNCRS 7> !0 SGRCl/INSYALLaT10H ANCHORS I,uSi 8C Cr S-,,e Nr LCNGN! 1G AC)IICVC IIIN,CNi![OilE11Y EIfBEDfIrh1T INSTALLATION A1D;HU$ OF I••1/6•Ul1p 7Up BY VCpB SUCK.CONCRETE SCRCV ANCHORS A11 5114 MUST BC M, HIO SCREW(FYPJ If:STALLATItlII AtJCHOR �. CAULK BETUCEN HASOIJRY LCHOTH TO ACHIEVE HUN.EMSCOHENT OC 1-1/4•INTO MASONRY pR CpFICRCYt. SUP1'ICIENT RIO SCREW(IYPD OPENING 0. U11UD BUCK 4) HAX ALLOVABLC SPACING BCTVCEN 410 SCRbI AFICNDRS AND COuCREIC SCREW AIICuDRi Ip BE 24' St11N AS RCO'D. BY OTHERS OC.MAX, ! BEARING SHIM SLIDING ULASS \ WOOD BUCK ANC(pR 6) IFC ACT ODOR SIZE IS LK OR NOT ALISTED 1114 LCnI FOR ANCHOR(HART LAiInLUD USS AnC)tZRYOLIAHT Of pISTC 07V�(IIENe>.T r DOUR FRAME 3/I6' DIA, CONCRETE TE LARGER SIP[,FOR THC APPROPRIATE DCSIG4 PRCSSgkLI RCQ'0. 1/4'MAX. • JAME SCREW AI4CHOR BY DTHERS )> FCR PUCItET EOOR SIZES USE CLOSEST SY PASS POOR SICC L C011FIGORATIEN Tp FINISH pPCN,,gC SPACE — - PLACE CONCRETE SCAN ANCIJQRS IM fADW7 OF HjCOit SYR1P AS$HpuN 1/4'MAX. ~' 01 gLASY TH{CI:NCSS NAY PART PER RCDWPCNINTS Iu ASIA C13CO CLASS CHARTS.SUi4LE G1.a21uG It SHpVN INSULATING CLASS I!ALSO Ot1A1 IF)Cp !8N• SHIN SPACE � Bl JAMB,SILL CCRNERS AND ALL ANCHORS 1HR000M SILL ARE,O 6C SCALCO VITH.A 4I"L. EItBEDMENT SEAR SCALER, }jig 101 ALL IIS7ALLATION ANCHDRS OuST AC NADC BP CpRRC$jOM RCSISTA117 IIA,ERIAL>!., E%1CR1UR -- A N) NOT ALL CGrr16URAT!➢N!L157Ep ADOVC AR[Alpur/qN ituY DRANIrIa,Nr TELE NISIa 1•NWSWIH T11p BT EY,TEBIUg 12) KI{h p Efll f fH RIl"�•LI➢IIi�G^L-A^'$a+D�Dtl�• SHDVIr.Y T n[IFRINTAAL�p APPLIC>E�iq�tH+Rlf j�ll E11RIZXIC VUgp BUCK HARK 4 L MARK S. FIN FRAME JANE AY QT11ER5 - TEt1PERr➢GLAS a EztER1UR FINISH BY OTHERS (TYP,) EKY, FINISH - FERINETER CAULK SY UTf1ER5 SECTION 2 BY DTIICRS PERIMETCR CAULK BY ANCHOR CHART F•LRIIIETCR CAULK-- •mow.1-1/4' BT QTHLR$ FUN W1rmDU Ar Q.rrIERs �EMBCAH[Hr 410 SCREWS IN 3/16• DIA, CONCRETE 010 SCREWS 0 EA; CALL OVERALL FRAME MEAD SCREW NCIGMT BN FRAME SILL JAMS t NMIC STRIP_ VINDDW _ EXT.FINISH 512 SIZE UP 713 46 PSF 61 PSF UP 70 46 PSF 61 PSF P TO 46 PSF_ 61 PSF BY p1HERS 113 TO TO 113 TO 1D' - VIDiH SF fi PSF 70 PSi 4 Si" 40 PSF 70 PSF •13 SF 60�_ -r0 PSF �,_.- 1 DOOR P GLASS 3068 XU.Ox.xX 6D-11/16 K 00 3 3 3 3 3 3 3 6' POOR FRAHL ^S.G.D.VIDIH'--•--•—ice 1/4"MAX. 6060 X0,•Ox, XX 72-11/t6 u 00 4 q 4 4 4 4 3 d. 6 HCnA SHIN SPACE 8060 XO,Ox, xX 96-11/16 x BQ S 5 6 6 np x OX Kx 0- / A 6 5 g g 6 SILO S10QL a o o _ 9D6 _57 ! _tl 16 BY OTHERS EPL1E R1tIR1r--TI��, 12068 OXD 15068 q DD p DDGR Dx0 11-5f xK80 9 9 10 9 ' 9 3 MrIGHr XX , XXX 1 •• B `6 '�-"- NA%•t7YPJ t,f 12069 OxXO, XXXX 144.11/16 x 80 7 9 10 7 T% 16060 0%X13, XXX% l9E^1l/16 r<80 l0 13 1S 9 7 0 3 6 8 p o 20048 QXxQ, X%XX 840-11/16 u BD 13 17 9 11 14 �6 3 6 d TCIiPERrO 5OB0 x13,DX, X% 60••11/16 x 96 3 - 3 6 d WINDOW GLASS (TSP.) 3 3 CGOALLY 1-v8•rfit 6000 Xq,Ox. XX 72-11/16 x 96 4 4 3 3 6 6 "'6 - NEIGHI SPACE EMBEINEHt INSTALLATION ANCHOR BO80 XQ,O%, XX 96-11116 u 96 S g 4 4 4� 4 6 6 6 ., AI lCltUftS 4110 SCREW DOB X 120••ILi 96 6 Y q 6 5 5 6 is (7YPD 90 QX 109- /e x 9 --- 6— .-- 6__, D o CAULK eETWCEN 12080 EIXD 145-5/9 H 96 B 7". X VQOD FRAME L 15080 Oxo 181-5/A 96 10 10 u 7 8 9 6 6 6 MOCK STRIP 10 X XX% 1 -Tri7C K' --.____J6I 13 6 D8 INSTALLATION 12000 OXXU, XxXX 144-106 u 96 7 10it 7 l •616080 Ox xxxx M-11/16 96 14 �• 3' ANCHOR SCREV D D TWO BY WOOD 20006 OX%0 XX%X 840-11/16 x 96 14 jg Qg 1z 2 98 6N 6 fi 6•MAX. FRAHC BY OTHERS TVO DY FRAMING 0 P• 0 LTYP.> c _. _ J I BY U711ERS — DOOR NCa 14C 4I' ppLL FRAI9f I SlL1 SLI0lH6 GLASS T I O N l DOOR HOOK STRIP -L{ 6'IIA%,(iYP>-^ - �7--�--'•- -- - "- �� .UMIIIUM ALLOY 6063. L�"n-T I�� SHCATHING OUST 8E OF SUFFICIENT LTM,TO ELEVATION 1 (MBER, y p ° a EMBCA(ENI BY OTHERS X IF61 INTO PRAIANO FROM CORNERS 61E 24'DLC- VIEWED FROM GXT ERIOR 1 174 FNK LAI,FINISH BY OTHERS 0X0 DOOR SHOWN Ex_7�-R1 R— LLV-W .. AT MEAD k JAhCA WITH DUO--SIL tR'S _ •�.. .__ _.n...._.� ._.. SC) SILL 111 DED••-•-r cTYP.)RCD GLASS ury-rl�� OTHERS j�� CAt-Fu FORTPORIETERYSEAL�AROI HD Y rr..,- K I I V C t.J L .5245 O D111=*4Rlp?,:A;Y54 INSTALLATION A11CN0 Sl1OlNG GLASS Lu-s11� S R p TECAUL({ 11XX1�, xXxX DppR SFIpbnJ n -. NEp EOL,APPLICATION OF pup-SIL PERIMETER ND FIN IMCRS- 8Y / (PLY (BWITSEALANT AT WIRACTUREU- II I N�O LTD ,� � / QF COlfCRCTr OR CAULK at LISTED IN ANCHOR CI-MT, USE .>..r�• 'f7�� ------ ----y - R DOOR FRAHC �.LI:2{hh JACKS01`�VILU. FLORI[)A .�'_.•e_.. Tfll E• 3116• DIA.CONCRETE JANE w�'_• •'.,JYi.. /� •e1u�„ _ nTM N NT LINGER$ITE- F „ INSTALLATION DE7AYl_ \!OLID FRAPIE OPENING 1 IS ANCHOR<tyA.> MAY VARY PER THE REQUIREMENTS " .7 '.,• 'F T.• LUNCREIE pR•-• ,rtFl,; • 11TLG SL1Di11G GLASS AppR \7/7\/q 0Y Lfpl1O DUCK 13F< FR.utE J1TS. 51OCLE GLAZING I$SHOWN, = FTN SINGLE HLING_WTNl)OW M40/50 @. 1440/50HP MASONRY UPE1rING /- '•' _ UPEPIINO px / Xx / pXp / OXXO t. XXX INSTALLATION DE1A11 IiY OTI TENS ElIOINCfR: OR. -0- ---•-•-+-�+•••- pUAUF1Ep. p EHClnttnlllANUEI MARTINEZ o6rT" 'g "oartill/UE/Dl .. Eti' 2 C' _ tNAHUEL NARTrNEZ jIB 12/4/01 4AATI011 ANCHORS ARE ONLY RED-0. •.•. O15CIP11NC1 W CIV —� S T�+`- t9:.tlDi� •j DISCIPLI+G' w 11SI5H tts D13 NOT REou1RE FC"REQ.Iro( _!L _" tcrf flit "I( Nuuy EA11$[L1R F VArrhhl CIVIL tcait. 1J.7.S. D(rc I,D," " i ' Mn C]X, Xp, XX D h aca 1a 1<.fAXI;pT-8 - ---- f1� �.._.... 47182 R['ALnlia si¢cn �,y •2 4!162 I hF I �. ,,,,.�,.,..r,_ -� �_H.. .� z..x,,........��yz. .�.....<._ �_ baa DOOR StIl7wN leu ! .�.......w�__.--.,gym..__ ._.._.. ...___..... �. .... __.�..--........ ,. 2 BY WOOD BUCK DID x 11/4' MINIMUM EMBEDMENT OR 3/16' PFH TAPCUNS WITH 4,563 11/2, MIN, EMBEDMENT (TYP) ►WIS SPAtL K INS10 W Ai 1AUS PR01EC1E11 BY A CAW OR (2) P[R HERD JAMB 0 SILL s Ess Im S[GO.iu��Ess1 mi lis INRIIO IN Def R> I� 1/4' GRP MAX. 'S 01111ABLE AREAS VNERE 1}!E 011 ANO 14 AREA ARE DES KO 10 ACCEPT VATER Ifd1URAlIDN, a VAiER INT1LiNIM 99 VAi IM ILrRA1lON • 0 QVIRfNflll!S 1Xf(Y0� RECDIREREB!IS HOE iEfDfB Positive o Q rove IE f7611 osf o ° N oativp lt A , ° a MATERIALS LIST O 1TEN NO QESCRIPiIOM. PART O'ER I CONMEMTS VOOD-HEAD JAMD EV-12 11/1'x 19/16'Mn, rD 9E WnnD COMPRESSION WEATHERSTRIP A GROVE) 0 r EV l0 /4'x 4 'STL. T V 11 Q FIXED THRESHOLD r TDP CHANNEL EW-05 81 11/16' INTERIdR79 5i16' °'' : EXTERIHR © S1 KN 26 P.(,Dir+.N2-'000) lll(ulialBaI MAX 7T BASF FOAM- DENSITY U 10 25 lbs./ft' ' © BOTTOM CHANNEL cy x 1.0um) VOOD LUCK BLOCK EV-08 _ WOOD STRIKE Sill EV-D7 111/16'X I5/16'X 79 5/16'MIL,TO BE VID ° 175: 4 1 VDOD HINGE STILE EV-06 111/16'115/16,x 79 5/16'MIL, TO if V000 LOCK FILLER PLATE EW-09 ,050 THICK PLASTIC yl , °''' 3 ' ' EV-15 .097 THICK(STEEL) °to 4 VOOD-HINGE JAMB 9116' MTL.TO BE VDOD 4 9 III x 3/4'VOOO SCRfVS (4)SCREVS PER HINGE (2)SCREWS PER HINGE LVWO Nn1ITH� O ID ERV V I UN GlEhT[R OpBpV6pASC01� m msur lu urt uq i i I on 1.25' SpM+ �y low O kl0 x 3/4'F.H.V,S. (2)SCREWS PER HINGE '� � b8 x 'F . 1 2 HW,S. 2)AT EACH STRIKE PLATE pRo�ctca �F,� D . LOCKSEi WiKSE16RAND 200 LOCK DADS""Y MODIFICATIONS ereum ill2 BY WOOD SUCK lVlliS Udfll iDIE9,ERS pCE DACE COUNTY M001FICATIONS V31M JD EXIDI11D41111 I+1'519(1'^,IDISA— pIBDED Piro 1 , ;.)a r r ai1R a . r Vi tl�E1•ci•9G R ...M ._ ._ _ . .. . . ..._ E� 17 IIQ, �Vill�,� P�If BY . ........ .. . PPI�I N1 1110 x 11/4 MINIMUM W'UMENI OR BP �►E - - FYI • 3/l6';PEH TAPCONS WITH PRLM��R MW Z�16 . 1 l/2 MIN. EMBEDMENT (1YP) ql,G�1E 31-IM-EY -E W (2) PER HERD JAMB PIiiS ,KS 6616P TSHEE FOOR CONFIGURATIONSa � ..� �Vll�l if 11[R C 68]!r MAx - A•MAN .•MAX .•MAX i•MAX Y MAX A-MAX MAX INTERIOR IA• MAX MA% x:x 1 Tin% 1 I II —lea*MAN -1 L+-+.•MAN li• 17•MAX )I.• . X QC. MAX 77 we•MAX 29 3/v I$-MAX MAX 1 ° A' MAX °!A• 4G 1 0 11 MAX 6a ill 114- 9 4 IVO I7•Max 1 AAL( SHIM Max 2¢•MAX 6 t 1 " I Ir MAX QC J7 ITE•M X •• ` ••1•.f y''? ••.•I.�,°YA?Y'r...••' .'MA M•MAX !' •.Sr.'.•. .•f;; r 13'MAX 1•MAX 4C. ]•NMx ]•MAX . 7l16' 1 MAX`-) lA•�-tl 1 .•MAX N Wx WY MAX % ]•MAX i'MAX 11 MsY 2 !. ]•MAX ] VAX .•MAX 15�AN .•MAX'•-• L 14 .•MAX - .. SEE CIAZIM° °ETAt I . 4.MAN Is-MAX o- AF )7 I 7 MAX 1 ,,.• EXTERIOR u ea Nlls. MAN O SECTION A--A MAX IS MAX y r �•A A °t 11 wx 1\I r1\ OTHER CONFIGURATIONS SMA% ! ' v Si.I v . - GLAz:NG DETAIL rj'NAX � ] ]'•MAX 66 A6E X �7 1/t'- gYli• MAx I� ' .•MAN $HERIf(H v4ligl)S 850AW+%X MA% I \,a•n.x EXTERIGMEA CE LATEX LAl0.X MAX LIMf(S�UICSS - Ml(EO.TRAG DEG +� ;�.��•_ •.a p- f12` X ExtaDSf@l�WSS NUl ST6 UK T11 '} CCtA."4rPoa lfj"m THE ' fR REvISI N.iE B► +% si: HC�'g�tQ 5 P : :::..., INTERIM AC [awn bmrlurmrt Sint+ i:...•x,b::... rcrqu': tieClr tuyvu:NTHp t Ao oti[ < Irl > e •.:'r. _10U .a TAE l0 N rx.Kx CY_ 1!RE9:0:R:1WSYSTEMS 1/2' = '' Ing�z q Aaa an[x a°oq w.luAur awt PROD 31--102 " `I GUASS BITE 9 �'� CI-prnsltrt 911 4 SHVISpl $HEE L:'S LiF t;��`... j ° 8"IUINGCCOECAIAPWpl- 0.Fice PITT RZ,M 66762 .: •:'�% �f+'e4-� '•. PRO rrrnoLonnstav M RY SY 31-1020-EW-I ACCEPTAKENp OS-031k.1g ,+.�'•` 1!8' i(XPEREO fiIASS f MG CO°ECOA°PUAt+CEOFPCE uLATrE l SM t 2 4F 6 [LS6➢!t�F1ER �y' r _ nCCFrru+cE N°.�.—.�_ ,xva�I�lrcx E � 1 �