Hernandez Project – Standard Plant DWG Full Project for AutoCAD

Hernandez Project – Standard Plant DWG Full Project for AutoCAD

Project of standard housing in Phoenix City; AZ

Drawing labels, details, and other text information extracted from the CAD file:

xref x-frame, xref x floor plan, ridge line, revisions, mdj, before to the construction, custom construction, inc., general note, for avoid mistakes on the, construction period any, before proceeding with work., contractor in writing, to the owner and general, any plan, shall be reported, discrepancies between, project no, date, scale, drawn by, as indicated, sheet contents, elevations, l.d.a., floor plan, f.f.e., entertainment center, vaulted clg., great room, kitchen, nook vaulted clg, termite treatment, under slab, ceiling of garage., on all walls, and, note:, p.t. to outside, key notes, general notes, all exits to be operable from the inside, hazardous areas shall be temp. glass, rods, or equal, for egress req’d., smoke detectors shall be permanently, wired with battery back-up power, without special knowledge or a key, public way, of a pair of doors., emergency escape route shall lead to a, prohibited at a door or the active leaf, manually operated edge or surface-, resistant gyp. bd. and ceramic tile or equal, one window in ea. room used for sleeping, if underground return air is utilized, build, shower enclosures shall be temp. glass, or, shower walls to be finished with moisture, a cl’g. in a room that opens to the hallway, serving the bedroom. exceeds that of the opng., section a – a, braced at each end of inside and outside corners,, brace entire garage door wall opening with a, along width being braced at least every, foundation plan, attic calculations, note for shear walls:, between trusses, ceiling and screwed, to playwood, on this location., sheet, details, roof framing plan, vertical walls, and all corners squared up., to placement minimum five year protection, foundation general notes, joins as per foundation, approved water, non-bearing headers, rough opg., width, header, size, between the insulation and roof sheating at the, attic ventilation calculation for all concealed, ventilation area. also indicate the type and location, of attic ventilation. where eave or cornice vents, are installed insulation shall are not block the, location of the vent., engineer registered in arizona., or multiple stud post if indicated., pre engineered truss design shall bear the seal of an, roof framing plan general notes, shedule., schedule., lumber specifications, approved manufacturer., trusses, by an approved grading agency. lumber grades, are for information only, structural values given, will govern. moisture content condition of, lumber may effect structual values, glu -lam beams, plywood–stud, miisc. framiiing, other structural, pre –ingeneered by an, o.c. at. supporrts, int. wall footing, upper, lower, ok., sq. ft., area required, notes:, mechanical plan, electrical plan, d min, truss to, window header, window sill, header or, two beams, typ. int. corner, intersection at s.w. holdown, on non-load, shear transfer, typ. ext. corner, typ. int. intersection, switch, outlet, water proof outlet, switched outlet, photo-celd, telephone outlet, television outlet, wall mounted light fixture, ceiling mounted light fixture, wall mounted light fixture water proof, vapor proof recessed light, gfci, electrical symbols, interconnected with battery backup., ceiling fan outlet boxed shall be rigidly secured, all smoke detectors are to be hard wired and, owner shall select fixtures, switches, etc.. all, electrical sub-contractor shall side, calculated, and supply all items required for electrical systems., electrical notes, to metal duct, up though the roof with flashing and cap per, all electrical fixtures installed outside shall, insulated ground with conductors., total load, cir, bath’s, amps, wire, ext gfci, entry, diswasher, dryer, space, water heater, location, kitchen appl., smoke detector, dining room arc-fault, exhaust fan, mechanical unit disconnect, ceiling fan with light, watts, hall, covered porch, microwave, laundry, range, mtr. bedroom arc-fault, living room arc-fault, other load, electric dryer, dishwasher, electric range, laundry circuit, load calculations, total other load, air conditioning, total hvac load, electric water heater, panel schedule, microwave oven, provide in all exterior outlet wp gfci receptacles, in a circuit directory that is located on the face or inside of the panel door, to be distinguished from all others. the identification shall be included, the identification shall include sufficient detail to allow each circuit, every circuit and circuit modificaction shall be legibly identified, in the case of a panelboard, and located at each switch on a switchboard., as to its clear, evident, and specific purpose or use., material for return air., governings mechanical codes, counter for hood, gfci outlet over, gfci outlet under, counter for garbage, plumbing – solders and flux having a lead content in the, are connected to public water system., or repair of any plumbing in residential or nonresidential, facilities providing water for human consumption which, gas wa

Raw text data extracted from CAD file:

N s Xref X-FRAME Xref X FLOOR PLAN RIDGE LINE \A1;40'-10" \A1;68' \A1;68' \A1;40'-10" \A1;40'-10" \A1;10' \A1;60' \A1;48' \A1;19' \A1;4'-2\S3/4;" \A1;19'-10" \A1;60' \A1;24' \A1;12' \A1;2' \A1;40'-10" \A1;4' \A1;8' \A1;6'-6" \A1;2' \A1;2'-8" \A1;21'-4" \A1;16' \A1;2'-8" \A1;2'-8" \A1;6' \A1;3'-6" \A1;2'-10" \A1;33'-2\S1/2;" \A1;19'-8" \A1;15' \A1;4' \A1;9'-1" \A1;12'-1" \A1;15'-8\S1/2;" \A1;4'-2\S3/4;" \A1;5'-8" \A1;1' \A1;2' \A1;5' \A1;2'-3" \A1;4' \A1;12'-4\S1/2;" \A1;6'-1\S1/2;" \A1;3' \A1;11'-5\S1/2;" \A1;4'-4" \A1;8" \A1;3'-10" \A1;4' \A1;6' \A1;10' \A1;6' \A1;11'-5\S1/2;" \A1;2'-8" \A1;40'-10" \A1;5' \A1;5' \A1;8' \A1;4' \A1;4' \A1;6' \A1;2'-8" \A1;18' \A1;6' \A1;10'-6\S1/4;" \A1;13'-0\S1/2;" \A1;2'-4\S1/2;" \A1;10'-8" \A1;7'-6" \A1;2' \A1;2' \A1;5'-4" \A1;5' \A1;5'-10" \A1;3' \A1;4' \A1;4' \A1;14'-10" \A1;9'-2\S1/2;" N N \A1;40'-10" \A1;60' \A1;48' \A1;2'-8" \A1;2'-8" \A1;2' \A1;6'-6" \A1;1' \A1;5'-1" \A1;2' \A1;4'-6" \A1;1' 6" WATER \A1;3'-2\S11/16;" \A1;2'-9\S15/16;" \A1;7'-3\S15/16;" \A1;PRE-FABRICATED ROOF TRUSSES @ 24" O.C. \A1;62' \A1;50' \A1;4' 0 \A1;2' \A1;6'-4" \A1;16' \A1;2'-8" \A1;21'-4" \A1;D/W 16' \A1;8.50' \A1;16.50' \A1;25' R.O.W. \A1;10' \A1;40'-10" \A1;29'-2" \A1;SIDE SETBACK 3'-0" \A1;31' \A1;60' \A1;48' \A1;2' \A1;19'-6" \A1;21'-4" SLOPE 1/4" @ FOOT. \A1;3'-8\S1/2;" \A1;3'-2" \A1;4'-2\S1/2;" \A1;7'-10\S7/8;" N REVISIONS 1 3 2 MDJ " A COMPLETE BUILDING SERVICE " Tel (602) 248-2846 & BID FOR AVOID MISTAKES. BEFORE TO THE CONSTRUCTION CUSTOM CONSTRUCTION, INC. 3001 W INDIAN SCHOOL #311 Phoenix, Arizona 85017 GENERAL NOTE FOR AVOID MISTAKES ON THE CONSTRUCTION PERIOD ANY READ & CHECK ALL PLANS BEFORE PROCEEDING WITH WORK. CONTRACTOR IN WRITING TO THE OWNER AND GENERAL ANY PLAN, SHALL BE REPORTED DISCREPANCIES BETWEEN PROJECT No DATE SCALE DRAWN BY AS INDICATED SHEET CONTENTS A-3 ELEVATIONS & SECTION REVISIONS 1 3 2 MDJ " A COMPLETE BUILDING SERVICE " Tel (602) 248-2846 & BID FOR AVOID MISTAKES. BEFORE TO THE CONSTRUCTION CUSTOM CONSTRUCTION, INC. 3001 W INDIAN SCHOOL #311 Phoenix, Arizona 85017 GENERAL NOTE FOR AVOID MISTAKES ON THE CONSTRUCTION PERIOD ANY READ & CHECK ALL PLANS BEFORE PROCEEDING WITH WORK. CONTRACTOR IN WRITING TO THE OWNER AND GENERAL ANY PLAN, SHALL BE REPORTED DISCREPANCIES BETWEEN PROJECT No DATE ENE 06 SCALE L.D.A. DRAWN BY AS INDICATED SHEET CONTENTS A-2 FLOOR PLAN & SECTION FLOOR PLAN 5 +10'-0" CLG HIGH ENTRY +8'-0" WALL HIGH +7'-0" HEADER HGT +0'-0" FINISH FLOOR +10'-0" CLG HIGH ENTRY +8'-0" WALL HIGH +16'-10-1/2" RIDGE HIGH +7'-0" HEADER HGT 5 5 5040 xo +8'-0" TOP OF BEAM 2 F.F. 0'00" 5 5040 xo 1 2 4 2 6 F.F. 0'00" +7'-0" HEADER HGT +8'-0" WALL HIGH +10'-0" CLG HIGH ENTRY +0'-0" FINISH FLOOR 3 5 2 4 2 F.F.E. 8" 1 4040 xo 5 4040 xo 13'-3" 1 10'-00" 8'-02" 6 12 5 7 1 7 +0'-0" FINISH FLOOR +16'-10-1/2" RIDGE HIGH 15 3 +7'-0" HEADER HGT +8'-0" WALL HIGH F.F.E. 1 2 7 F.F. 0'00" 3 5 12 BYPASS DOORS 6'00x6'8 5 5 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 16070 OVER HEAD DOOR 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 BEDROOM 4/DEN 2 ENTERTAINMENT CENTER 5 VAULTED CLG. GREAT ROOM 5 BEDROOM 3 8'-0" CLB. 5 5 8 5 1 5 7 2 LAUNDRY 8'-0" CLB. 2-CAR GARAGE 8'-0" CLG. 5 5 2 2 BATH 8'-0"CLG. 5 5 5 5 5 5 5 5 5 5 KITCHEN 5 NOOK VAULTED CLG 5 5 3 5 5 5 6" PLUMBING WALL 5 5 5 5 5 9 BEDROOM 2 8'-0" CLB. 2 6 W. IN C. 8'-0" CLG. 5 5 5 5 5 2 4 2 2 MTR BEDROOM 8'-0" CLB. 5 5 5 5 5 5 5 1. 30"x22" ATTIC ACCESS. 2. FIBER GLASS TOB & SHOWER. 3. COUNTER TOP PER OWNER SELECT. 4. KITCHEN SINK W/GARBAGE DISPOSAL. 5. DISHWASHER 6. RANGE & OVER. 7. FIRE RATED 1 3/4" SOLID CORE DOOR WITH SELF CLOSING HINGE, TIGHT FITTING WITH GASKETS, OF SWEEP. 8. 45 GAL. WATER HEATER OVER 24" SQ. PLATFORM RAISED +18" A.F.F. 9. REFRIGERATOR. 10. CONCRETE ROOF TILE. 11. STUCCO SYSTEM. 12. FINISH GRADE-SLOPE AWAY FROM HOUSE 13. 2x_ STUD @ 16" O.C. 14. R-19 INSULATION. 15. R-30 INSULATION. 16. PRE-FABRICATED ROOF TRUSSES @ 24" O.C. 17. 4" CONC/4" A.B.C. 18. 8'-0" CLG. HIGH. 19. 1/2" G.W.B. 20. ATTIC VENTILATION 21. 2x6 FASCIA. 22. 24" DEEP PLANTER SOFFIT. 2 1/2 5 12 12 11 14 21 10 17 18 19 13 22 15 16 15 "HERNANDEZ RAMON PROJECT " PHOENIX, AZ. 85040 912 E ROESER RD TERMITE TREATMENT UNDER SLAB 4" CONC/4" A.B.C. F.F.E. FLOOR PLAN SCALE 1/4"=1'-0" 5 3060 4040 XO 2040 sh 2040 sh 5040 XO 5040 XO 6068 SGD 4030 XO 3016 XO 4040 XO 4040 XO 2868 2868 2868 2668 2668 2868 2868 1968 <5068 By-PASS> <5068 By-PASS> 2868 USE 5/8 TYPE X G.W.B. CEILING OF GARAGE. ON ALL WALLS, AND NOTE: WHITING 6" OF FLOOR P.T. TO OUTSIDE SLOPE 1/4" @ FOOT. A A-1 A KEY NOTES GENERAL NOTES 1. FINISH FLOOR SHALL BE MIN. 6" ABOVE ADJ. GRADE TO A MIN. 6'-0" ABOVE FIN. FLOOR ALL EXITS TO BE OPERABLE FROM THE INSIDE HAZARDOUS AREAS SHALL BE TEMP. GLASS UP PLATFORM 18" ABOVE FIN. FLOOR RODS, OR EQUAL 3. 4. 7. 6. 5. FOR EGRESS REQ'D. SMOKE DETECTORS SHALL BE PERMANENTLY WIRED WITH BATTERY BACK-UP POWER PURPOSES SHALL COMPLY By 2003 IRC R310 8. 9. WITHOUT SPECIAL KNOWLEDGE OR A KEY PUBLIC WAY OF A PAIR OF DOORS. EMERGENCY ESCAPE ROUTE SHALL LEAD TO A MOUNTED FLUSH BOLTS & SURFACE BOLTS ARE PROHIBITED AT A DOOR OR THE ACTIVE LEAF SECTION 807. INSULATION CLEARENCE PER 2003 IRC IRC SECTION 807, SEE DTL #1 ON THIS PLAN. ATTIC ACCES SHALL BE ACCORDING PER 2003 MAXIMUM SILL HEIGHT 44". 11. 13. 14. 12. MANUALLY OPERATED EDGE OR SURFACE- 10. RESISTANT GYP. BD. AND CERAMIC TILE OR EQUAL ONE WINDOW IN EA. ROOM USED FOR SLEEPING IF UNDERGROUND RETURN AIR IS UTILIZED, BUILD ALL GLASS WITHIN 18" ABOVE FIN. FLOOR AND IN SHOWER ENCLOSURES SHALL BE TEMP. GLASS, OR SHOWER WALLS TO BE FINISHED WITH MOISTURE A CL'G. IN A ROOM THAT OPENS TO THE HALLWAY & INTERCONNECTED. WHERE THE HIGHEST POINT OF INSTALLED IN THE HALLWAY & IN THE ADJ. ROOM. INTO THE HALLWAY BY 24" OR MORE, S.D.'S SHALL BE REGISTERS & ANY OTHER MECH. DUCT OPENING. S.D.'S SHALL BE LOCATED MIN. 36" FROM ALL R/A's, SERVING THE BEDROOM. EXCEEDS THAT OF THE OPNG. OF 10' TO AN APPROVED WATER DISPOSAL AREA FINISH GRADE SHALL SLOPE 5% FOR A DISTANCE 2. 6" PLUMBING WALL 1/4" = 1'-0" SECTION A - A 1/4" = 1'-0" SIDE ELEVATION (EAST) SIDE ELEVATION (WEST) 1/4" = 1'-0" FRONT ELEVATION (NORTH) 1/4" = 1'-0" 1/4" = 1'-0" REAR ELEVATION (SOUTH) 1-. STUCCO SHALL BE 3/8" WESTERN ONE KOTE, ICBO # 38 OR 20 GA. SELF FURRED MESH WITH 1" EXPANDED POLYSTYRENE INSULATION BD. AND 15# BUILDING PAPER WITH CORROSION THE FOUNDATION PLATE LINE AND MINIMUM 4" ABOVE GRADE. 2-. ROOF SHINGLES TO BE 235 LB. ASPHALT SHINGLES OVER # 15 FELT AS PER MANUFACTURERS SPECIFICATIONS 3-. THE EXTERIOR SIDE OF ALL EXTERIOR WALLS SHALL BE BRACED AT EACH END OF INSIDE AND OUTSIDE CORNERS, 25 FEET IN HORIZONTAL LENGTH. WHERE LET- IN BRACING OR PROVIDE A MINIMUM OF 1/2" PLYWOOD SHEATHING FOR BRACING FROM THE CORNER TO 4'-0" BEYOND THE WALL OPENING BRACE ENTIRE GARAGE DOOR WALL OPENING WITH A MINIMUM OF 1/2" PLAYWOOD SHEATHING. RESISTANT WEEP SCREED TO BE PROVIDED @ 3/4" BELOW OVER 1/2" O.B.S. ALONG WIDTH BEING BRACED AT LEAST EVERY METAL "X" BRACING CANNOT BE UTILIZED DUE TO OPENINGS, ( OR THE NEXT CORNER WHICH EVER COMES FIRST.) 1 1 3 3 FOUNDATION PLAN ATTIC CALCULATIONS REVISIONS 1 3 2 MDJ " A COMPLETE BUILDING SERVICE " Tel (602) 248-2846 & BID FOR AVOID MISTAKES. BEFORE TO THE CONSTRUCTION CUSTOM CONSTRUCTION, INC. 3001 W INDIAN SCHOOL #311 Phoenix, Arizona 85017 GENERAL NOTE FOR AVOID MISTAKES ON THE CONSTRUCTION PERIOD ANY READ & CHECK ALL PLANS BEFORE PROCEEDING WITH WORK. CONTRACTOR IN WRITING TO THE OWNER AND GENERAL ANY PLAN, SHALL BE REPORTED DISCREPANCIES BETWEEN PROJECT No DATE SCALE DRAWN BY AS INDICATED SHEET CONTENTS A-4 NOTE FOR SHEAR WALLS: 2x_ BLOCKING 1/2" GYP. BOARD BETWEEN TRUSSES 1 SCUTTLE DETAIL SCALE 3/4"=1'-0" CEILING AND SCREWED 5/8" TYPE "X" AT RATED TO PLAYWOOD NAIL 8d @ 6" O.C. EDGES, 12" O.C. ON FIELD. TOP & BOT. OF EVERY OTHER STUD 1/2" GWB W/ 5d @ 7" O.C. FIELD & EDGES 5/8" TYPE "X" W/ 7d @ 7" O.C. FIELD & EDGES 3/8" OSB PANELS USE H2.5 SIMPSON 3/4" PLAYWOOD PROVIDE SIMPSON HPAHD22 ON THIS LOCATION. 1 2 2'-8" MINIMUM WIDTH SHEET SHEET SHEET SHEET SHEET A-9 A-9 A-9 A-9 A-9 A-9 A-9 A-9 A-9 A-9 A-9 A-9 DETAILS DETAILS A-5 SHEET CONTENTS AS INDICATED DRAWN BY SCALE DATE PROJECT No DISCREPANCIES BETWEEN ANY PLAN, SHALL BE REPORTED TO THE OWNER AND GENERAL CONTRACTOR IN WRITING BEFORE PROCEEDING WITH WORK. READ & CHECK ALL PLANS CONSTRUCTION PERIOD ANY FOR AVOID MISTAKES ON THE GENERAL NOTE Phoenix, Arizona 85017 3001 W INDIAN SCHOOL #311 CUSTOM CONSTRUCTION, INC. BEFORE TO THE CONSTRUCTION & BID FOR AVOID MISTAKES. Tel (602) 248-2846 " A COMPLETE BUILDING SERVICE " MDJ 2 3 1 REVISIONS ATTIC CALCULATIONS ROOF FRAMING PLAN 7-. ALLOWABLE SOIL-BEARING PRESSURE: 1500 P.S.I. 5-. FINISH FLOOR ELEVATION TO BE +0-0" ASSUMED. VERTICAL WALLS, AND ALL CORNERS SQUARED UP. FOR EXTERIOR FOOTING 12" FOR INTERIOR FOOTING TO PLACEMENT MINIMUM FIVE YEAR PROTECTION 10-. CAST SLABE ON GRADE WITH CONSTRUCTION AND CONTROL 9-. CONCRETE -2500 p.s.i. MINIMUM 28 DAY COMPRESSIVE STRENGTH 8-. ALL IMPORTED FILL SHOULD BE COMPACTED TO 95% DENSITY 4-. PETREAT FOR TERMITE PROTECTION BENEATH CONCRETE SLAB PRIOR 1-. EXCAVATIONS FOR FOUNDATION AND FOOTING SHALL HAVE CLEAN 3-. FINISH GRADE SHALL SLOPE 5% FOR A DISTANCE OF 10'-0" TO AN 2-. FINISH FLOOR SHALL BE A MINIMUM 0F 6" ABOVE ADJACENT FINISH GRADE COMPACTED FILL AT 18" MINIMUM BELOW ADJACENT NATURAL GRADE FOUNDATION GENERAL NOTES JOINS AS PER FOUNDATION APPROVED WATER 6-. FOOTING SHALL BEAR ON FIRM, UNDISTURBED NATIVE SOIL OR CONTROLLED, 6'-1" TO 10'-0" 3'-1" TO 6'-0" (2) 2 X 4 (2) 2 X 6 NON-BEARING HEADERS ROUGH OPG. UP TO 3'-0" WIDTH HEADER N/A SIZE SEE DETAIL 3 ON PLAN 09 FOR HEADER CONNECTION DOUBLED 2x6 DF #2 OR BETTER W/ 1/2 OSB DOUBLED 2x12 DF #2 OR BETTER W/ 1/2 OSB DOUBLED 2x10 DF #2 OR BETTER W/ 1/2 OSB DOUBLED 2x8 DF #2 OR BETTER W/ 1/2 OSB 5 3-1/8" x 9" G.L. BEAM 3-1/8" x 12" G.L. BEAM 6 4 3 2 1 HEADER & BEAM SCHEDULE BETWEEN THE INSULATION AND ROOF SHEATING AT THE ATTIC VENTILATION CALCULATION FOR ALL CONCEALED VENTILATION AREA. ALSO INDICATE THE TYPE AND LOCATION ATTIC SPACES; INCLUDE REQUIRED AND PROVIDED NET FREE OF ATTIC VENTILATION. WHERE EAVE OR CORNICE VENTS ARE INSTALLED INSULATION SHALL ARE NOT BLOCK THE FREE FLOW AIR. A MINIMUM OF 1" SPACE SHALL BE PROVIDE LOCATION OF THE VENT. NOTE: ENGINEER REGISTERED IN ARIZONA. OR MULTIPLE STUD POST IF INDICATED. PRE ENGINEERED TRUSS DESIGN SHALL BEAR THE SEAL OF AN 5-. PROVIDE 2" SOLID BLOCKING AT JOIST SUPPORTS. TO 24". LAY UP WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, STAGGER JOINTS. NAIL W/8D @ 6" O.C. EDGES AND 12" O.C. @ INTERMEDIATE SUPPORTS 4-. DO NOT NOTCH OR DRILL JJOIST BEAMS OR LOAD BEARING STUDS WITHOUT 6-. PROVIDE DOUBLE STUD AT JAMBS AND UNDER BEAMS AT BEARING LOCATION 2-. MAKE FRAME CONNECTIONS WITH APPROVED FRAMING ANCHORS SEE NAILING 3-. ROOF SHEATING TO BE O.S.B. WITH COX PLYWOOD AND OVERHANG SPANS 1-. TRUSSES TO BE MANUFACTURED BY A CITY APPROVED MANUFACTURER, ROOF FRAMING PLAN GENERAL NOTES SHEDULE. SCHEDULE. LUMBER SPECIFICATIONS APPROVED MANUFACTURER. TRUSSES ALL LUMBER, GLLLU -LAMS & PLYWOOD SHALL STAMPED BY AN APPROVED GRADING AGENCY. LUMBER GRADES ARE FOR INFORMATION ONLY, STRUCTURAL VALUES GIVEN WILL GOVERN. MOISTURE CONTENT CONDITION OF LUMBER MAY EFFECT STRUCTUAL VALUES (D.F.-/DF 2400F ) (CAMBE-L/360 ) GLU -LAM BEAMS E= 1,800, 000 psi (min.) Fb= 2400 psi ( min ) Fv= 185 psi (min.) (D.F.- LAR # 1 ) ( HER - FIR STUD ) PLYWOOD--STUD STUDS & OTHER MIISC. FRAMIIING (D.F.- LAR # 1 ) 4 x BEAMS, JOIST, & OTHER STRUCTURAL BEAMS 6X LARGER E= 1,200, 000 psi (min.) 15/32" CD OR OSB, STRUCTURAL Fb= 475 psi ( min ) Fv= 75 psi (min.) E= 1,700, 000 psi (min.) Fb (rep)= 1450 psi ( min ) E= 1,600, 000 psi (min.) Fb= 1300 psi ( min ) Fb= 1250 psi ( min ) Fv= 85 psi (min.) Fv= 95 psi (min.) PRE --INGENEERED BY AN AT 6" O.C. AT. EDGES & AT 12 O.C. AT. SUPPORRTS 11, PANEL INDEX 32/16. NAIL W.8d 12' 12'" 3 INT. WALL FOOTING REVISIONS 1 3 2 ROOF FRAMING PLAN MDJ " A COMPLETE BUILDING SERVICE " Tel (602) 248-2846 & BID FOR AVOID MISTAKES. BEFORE TO THE CONSTRUCTION CUSTOM CONSTRUCTION, INC. 3001 W INDIAN SCHOOL #311 Phoenix, Arizona 85017 GENERAL NOTE FOR AVOID MISTAKES ON THE CONSTRUCTION PERIOD ANY READ & CHECK ALL PLANS BEFORE PROCEEDING WITH WORK. CONTRACTOR IN WRITING TO THE OWNER AND GENERAL ANY PLAN, SHALL BE REPORTED DISCREPANCIES BETWEEN PROJECT No DATE SCALE DRAWN BY AS INDICATED SHEET CONTENTS A-10 DETAILS ATTIC CALCULATIONS 2,216.40 SECTION R806 ATTIC SPACE (AREA) ATTIC VENT CALCULATIONS PER IRC 2003 UPPER LOWER 3 PC. 24" x 24" = 1,728.00 SQ.IN. 2,728.00 SQ.IN. OK. TOTAL VENT AREA = 2,728 > 1,064 2,217 / 300 x 144 = 1,064.16 SQ.IN. 20 PC. BLOCK VENT'S 50 SQ.IN. PER PC = 1,000 SQ. IN. SQ. FT. (NET AREA) AREA REQUIRED 3 1 3 UNDER SLAB 4" CONC/4" A.B.C. TERMITE TREATMENT 14 10 1 10 1/4" = 1'-0" ROOF FRAMING PLAN 2 12 2 8 4 ON THIS LOCATION. PROVIDE SIMPSON HPAHD22 USE CONCRETE F'c=2500 P.S.I. NOTES: MECHANICAL PLAN SCALE 1/4"=1'-0" ELECTRICAL PLAN SCALE 1/4"=1'-0" \A1;8" \A1;18" \A1;12" \A1;8" \A1;1'-4" \A1;6" \A1;6" \A1;6" \A1;6" \A1;6" \A1;2'-0" \A1;2'-0" \A1;2'-0" \A1;. \A1;. \A1;. \A1;. \A1;. \A1;2" \A1;. \A1;36" \A1;18" \A1;12" SQ. \A1;12" \A1;4" \A1;6" \A1;1'-4" \A1;6" \A1;3" \A1;3" \A1;4" \A1;6" max. \A1;8" \A1;VARIES \A1;12" \A1;12" \A1;8" \A1;6" \A1;1'-4" \A1;8" \A1;1'-4" \A1;8" \A1;3" \A1;VARIES \A1;8" \A1;3" MECHANICAL PLAN A-8 SHEET CONTENTS AS INDICATED DRAWN BY SCALE DATE PROJECT No DISCREPANCIES BETWEEN ANY PLAN, SHALL BE REPORTED TO THE OWNER AND GENERAL CONTRACTOR IN WRITING BEFORE PROCEEDING WITH WORK. READ & CHECK ALL PLANS CONSTRUCTION PERIOD ANY FOR AVOID MISTAKES ON THE GENERAL NOTE Phoenix, Arizona 85017 3001 W INDIAN SCHOOL #311 CUSTOM CONSTRUCTION, INC. BEFORE TO THE CONSTRUCTION & BID FOR AVOID MISTAKES. Tel (602) 248-2846 " A COMPLETE BUILDING SERVICE " MDJ 2 3 1 REVISIONS REVISIONS 1 3 2 MDJ " A COMPLETE BUILDING SERVICE " Tel (602) 248-2846 & BID FOR AVOID MISTAKES. BEFORE TO THE CONSTRUCTION CUSTOM CONSTRUCTION, INC. 3001 W INDIAN SCHOOL #311 Phoenix, Arizona 85017 GENERAL NOTE FOR AVOID MISTAKES ON THE CONSTRUCTION PERIOD ANY READ & CHECK ALL PLANS BEFORE PROCEEDING WITH WORK. CONTRACTOR IN WRITING TO THE OWNER AND GENERAL ANY PLAN, SHALL BE REPORTED DISCREPANCIES BETWEEN PROJECT No DATE SCALE DRAWN BY AS INDICATED SHEET CONTENTS A-6 ELECTRICAL PLAN D D MIN 5 IN WOOD FRAME WALLS Typ. HOLES & NOCHES 6 TOP PLATE SPLICE DETAIL 2 TRUSS & BEAM CONN. TRUSS TO 1 STUD WALL CONN. 7 DTL @ WOOD FRAME WALL WINDOW HEADER 8 AT WOOD FRAME WALL WINDOW SILL 4 PENETRATION FIREWALL 3 BEAM CONNECTION HEADER OR 14 RAFTERS TO WALL TWO BEAMS 22 AT KING POST 17 ROOF AT GABLE AND TYP. INT. CORNER INTERSECTION AT S.W. HOLDOWN ON NON-LOAD SHEAR TRANSFER 16 BEARING WALLS @ TOP EXT. CORNER W/ HOLDOWN TYP. EXT. CORNER TYP. INT. INTERSECTION 19 TYPICAL CONER DETAILS 12 BEAM TO WALL POST CONN 9 ROOF AT GABLE WALL LOWER TRUSS/WALL 10 UPPER ENTRY ROOF 6 - 6" MIN. 16" MAX. 4" MIN. 3/4" 3 1/2" 6 STUCCO & STEM JOINT 5 HOLDOWN CONN ON FTG. 2 EXT. WALL FTG. & SUNKED SLAB 1 EXT. WALL FOOTING 8 SLAB EDGE & SLAB STEP 4 FRAMING COLUMN FOOTING 18" MIN. 2'-0" 9" MIN. 13 ADJACENT TO FOOTING PIPING PENETRATION & 14 BOLLARD 17 CONTROL JOINT ON SLAB 18 FOUNDATION REINF. DETAIL 16 Typ. AT SHOWER STEP DOWN 3" DEPRESEED CONC. SLAB 19 PANELS HOLDOWNS 9 STRONG WALL ON GARAGE 10 TURNDOWN ON DOORS 12 TURNDOWN @ GARAGE DOOR UNDER SLAB 4" CONC/4" A.B.C. TERMITE TREATMENT 1/4" = 1'-0" FOUNDATION PLAN 1.- 2 WAY SWITCH SWITCH 2.- 3.- 4.- 6.- 7.- 9.- 8.- 11.- 10.- 5.- 4 WAY SWITCH OUTLET 220 OUTLET WATER PROOF OUTLET SWITCHED OUTLET PHOTO-CELD TELEPHONE OUTLET TELEVISION OUTLET WALL MOUNTED LIGHT FIXTURE RECESSED 6" CAN LIGHT FIX CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE WATER PROOF VAPOR PROOF RECESSED LIGHT 3 WAY SWITCH 2 4 3 WP GFCI WP VP tv PC ELECTRICAL SYMBOLS IN PLACE (NEC ART. 370-23, ART. 370-27, INTERCONNECTED WITH BATTERY BACKUP. ELECTRICAL SHALL BE INSTALLED PER 2002 NEC. HALOGEN H99T RNDHSS OR EQUIVALENT. LIGHT BULBS TO BE PAR 50 HALOGEN W/ SOCKET EXTENSION FOR DOWN CAN TRIMS (BULBS TO BE INSTALLED AFTER TRIM.) PAR CEILING FAN OUTLET BOXED SHALL BE RIGIDLY SECURED ALL SMOKE DETECTORS ARE TO BE HARD WIRED AND 16 HALOGEN BULBS FOR EYEBALLS TRIMS-NO EXTENSION. OWNER SHALL SELECT FIXTURES, SWITCHES, ETC.. ALL ALL RECESSED CAN LIGHT FIXTURES SHALL BE 3 1/2" d ELECTRICAL SUB-CONTRACTOR SHALL SIDE, CALCULATED AND SUPPLY ALL ITEMS REQUIRED FOR ELECTRICAL SYSTEMS. IRC 2003 & 2003 IMC. ELECTRICAL NOTES COUNTER TOP RECEPTACLES PER ART. 210-52d. 250-59 2002 NEC (GROUND) COMPLY WITH 2002 NEC ART. 410-4. TO METAL DUCT, UP THOUGH THE ROOF WITH FLASHING AND CAP PER ALL ELECTRICAL FIXTURES INSTALLED OUTSIDE SHALL PROVIDE LIGHT, SWITCH AND 110 OUTLET FOR AHU SERVICE. PROVIDE SIZE FOR SES, LOAD CALCS PER NEC ART 220. PROVIDE KITCHEN EXHAUST FAN MINIMUN 100 CFM AT HOOD, CONNECTED PROVIDE 4 WIRE CABLE TO OVEN, RANGE, DRIYER PER ARTICLE PROVIDE DEDICATED 20 AMP GFCI CIRCUITS EACH BATH, LAVATORY & ART. 422-18) PROVIDE POOL SUB-PANEL PER ART.680-25-d INSULATED GROUND WITH CONDUCTORS. 3,000 4,932 1,500 5,000 1,500 8,000 1,200 29,632 7,853 10,000 17,853 5,500 1,500 4,000 5,500 23,353 17,853 4,000 = 1,500 = TOTAL LOAD 4,500 4 2 8 6 CIR 14 12 20 18 16 22 24 28 30 26 10 BATH'S 15 15 20 15 AMPS 12 12 WIRE 12 12 EXT GFCI ENTRY DISWASHER DRYER DRYER SPACE SPACE 20 15 20 20 30 25 10 12 14 10 12 12 20 12 WATER HEATER BEDROOM 2 arc-fault LOCATION KITCHEN APPL. BEDROOM 4 arc-fault SMOKE DETECTOR WATER HEATER DINING ROOM arc-fault 14.- 13.- EXHAUST FAN MECHANICAL UNIT DISCONNECT CEILING FAN WITH LIGHT 2 TUBES FLUORESCENT FIXTURE D 1200 1200 1200 1200 WATTS 12 12 12 14 WIRE 15 15 AMPS 15 15 1500 1200 1200 1500 40 30 8000 4000 12 12 14 12 8 8 20 15 15 20 1500 12 20 HALL LOCATION 3 1 7 5 CIR COVERED PORCH MICROWAVE LAUNDRY RANGE SPACE SPACE RANGE 11 13 17 15 21 23 27 29 25 19 KITCHEN APPL. 9 MTR. BEDROOM arc-fault BEDROOM 3 arc-fault LIVING ROOM arc-fault 4 TON COND. UNIT 4 ton air handler unit 4 TON COND. UNIT OTHER LOAD ELECTRIC DRYER DISHWASHER ELECTRIC RANGE LAUNDRY CIRCUIT LOAD CALCULATIONS SMALL AP. CIRCUITS (20A) 2x1500 = 1,644 x 3 WATTS = 1ST 10KVA @ 100% REMAINDER @ 40% 19,632 x 40% TOTAL OTHER LOAD AIR CONDITIONING TOTAL HVAC LOAD TOTAL OTHER LOAD ELECTRIC WATER HEATER 23,353 / 240V = 97.30 AMP 5000 1500 1200 PANEL SCHEDULE 1200 1200 1200 WATTS MICROWAVE OVEN 4500 1200 PROVIDE IN ALL BEDROOMS ARC-FOULT CIRCUIT-INTERRUPTER(S). PROVIDE IN ALL EXTERIOR OUTLET WP GFCI RECEPTACLES PER NEC 210-8a 21052e 410-57 ALL BRANCH CIRCUITS THAT SUPPLY 125 VOLTS, SINGLE PHASE 15 AND 20 AMPERE RECEPTACLE OUTLET INSTALLED EN BEDROOMS BY AN ARC-FAULT CIRCUIT-INTERRUPTER(S), NEC 210-12(b) 4 TON AHU 4 TON CU 1200 1200 IN A CIRCUIT DIRECTORY THAT IS LOCATED ON THE FACE OR INSIDE OF THE PANEL DOOR TO BE DISTINGUISHED FROM ALL OTHERS. THE IDENTIFICATION SHALL BE INCLUDED THE IDENTIFICATION SHALL INCLUDE SUFFICIENT DETAIL TO ALLOW EACH CIRCUIT EVERY CIRCUIT AND CIRCUIT MODIFICACTION SHALL BE LEGIBLY IDENTIFIED IN THE CASE OF A PANELBOARD, AND LOCATED AT EACH SWITCH ON A SWITCHBOARD. NEC 2005-408.4 CIRCUIT DIRECTORY OF CIRCUIT IDENTIFICATION. AS TO ITS CLEAR, EVIDENT, AND SPECIFIC PURPOSE OR USE. 1200 12.- SMOKE DETECTOR 1. NOTE: 2. 1. 4. 1. 3. 2. 4. 5. 3. 6. 7. A. MATERIAL FOR RETURN AIR. GOVERNINGS MECHANICAL CODES 8. \A1;8" VP \A1;6" COUNTER FOR HOOD GFCI OUTLET OVER DISPOSAL & D/W GFCI OUTLET UNDER COUNTER FOR GARBAGE tv ARS SECTION 49-353, UPC SECTION 316.1.3. EXCESS OF 1/10 OF 1% SHALL NOT BE USED IN THE INSTALLATION PLUMBING - SOLDERS AND FLUX HAVING A LEAD CONTENT IN THE ARE CONNECTED TO PUBLIC WATER SYSTEM. OR REPAIR OF ANY PLUMBING IN RESIDENTIAL OR NONRESIDENTIAL FACILITIES PROVIDING WATER FOR HUMAN CONSUMPTION WHICH GAS WATHER HEATER - COMBUSTION AIR REQUIREMENTS TO COMPLY WITH UPC 1994 SECTION 1307, & 2003 IMC CAHPTER 7. DRYER VENT TO BE IN COMPLIANCE W/SECTION 504.3.1 (MOISTURE EXHAUST DUCTS) AND 504.3.2 (LEIGTH LIMITATION) OF 1994 U.M.C. ANY VERTICAL CHASES FOR VENTILATION DUCTS OR REPLACEMENT AIR GAUGE GALV. SHEET METAL IN LIEU OF SHEET DUCT. PROVIDE REAR OF THE LOWER SIDE OF ROOF HIGH POINT WHERE POSSIBLE. AND GARAGE SHALL BE OF 26 GAUGE GALVANIZED SHEET METAL. THAT PIERCE FLOORS CONSTRUCTION ABODE SHALL BE OF MINIMUM 28 DUCTS PIERCING ONE-HOUR FIRE-RATED WALLS BETWEEN LIVING UNIT DUCTS FOR EXHAUST FANS, RANGE HOODS, HEAT OR A.C. SUPPLY ETC. PROVIDE MINIMUN OF 48 SQ. IN. OF EXHAUST VENT ABOVE ALL RANGES. THAT PENETRATE EITHER FIRST OR SECOND FLOOR CEILINGS SHALL BE ALL VENTS THROUGH ROOF ASSEMBLY SHALL BE LOCATED TOWARD THE ALL RETURN AIR DUCTS SHALL BE OF INCOMBUSTIBLE CONSTRUCTION. BATHROOM EXHAUST FANS SHALL PROVIDE A MINIMUN OF 5 CHANGES PER HOUR. ALL BEDROOM AND BATHROOM DOORS BE UNDERCUT 1/2" ABODE FINISH FLOOR A ONE-HOUR FIRE RESISTANT SHAFT. FIREPROOFED WITH 5/8" 1 HR. SHEET ROCK. SHALL BE IN COMPLIANCE WITH THE LATEST ADOPTED EDITION OF THE UNIFORM MECHANICAL CODE AND ANY OTHERS THE MECHANICAL SUB-CONTRACTOR SHALL SIZE, ALL UNIT, DUCTS, REGISTERS, DIFFUSERS,ETC. AND PROVIDE ALL NECESSARY MAY VERY TO CONFORM TO LOCAL CODES AND ACTUAL EQUIPMENT, DEVICE, ETC. ALL MECHANICAL INSTALLATION AND DESING SHALL BE PER 1997 U.M.C. FIELD CONDITIONS AND BUILDER OPTION. THE MECHANICAL CONTRACTOR SHALL BE CALCULATED MAY VERY TO CONFORM TO LOCAL CODES AND ACTUAL DUCT LAYOUT, SIZE, EQUIPMENT STYLE, AND FAN LOCATIONS MECHANICAL GENERAL NOTES AND VENTILATION HEATING, AIR CONDITIONING DETAILS A-9 SHEET CONTENTS AS INDICATED DRAWN BY SCALE DATE PROJECT No DISCREPANCIES BETWEEN ANY PLAN, SHALL BE REPORTED TO THE OWNER AND GENERAL CONTRACTOR IN WRITING BEFORE PROCEEDING WITH WORK. READ & CHECK ALL PLANS CONSTRUCTION PERIOD ANY FOR AVOID MISTAKES ON THE GENERAL NOTE Phoenix, Arizona 85017 3001 W INDIAN SCHOOL #311 CUSTOM CONSTRUCTION, INC. BEFORE TO THE CONSTRUCTION & BID FOR AVOID MISTAKES. Tel (602) 248-2846 " A COMPLETE BUILDING SERVICE " MDJ FOUNDATION PLAN 2 3 1 REVISIONS ELEVATIONS GENERAL NOTES E06-0230 SHEET SHEET NEW SERVICE ENTRANCE AND PANEL A ONE-LINE DIAGRAM D ATTIC LIGHT ATTIC ACCESS #4 STRANDED UFER TIED TO FOOTING REBAR 20' MINIMUM. VP 20x30 A R VP REFRIG RISERS INTO ATTIC. ATTIC ACCESS R A 20x30 4 TON. A/C CU OVER 36" SQ. 4" CONC. SLAB. CU SLOPE COND DRAIN @ 1/8 PER FT. (TYP). SCUTTLE DETAIL GFCI 2 GFCI GFCI GFCI GFCI GFCI GFCI WP GFCI 2 2 2 GFCI WP WP tv 2 2 GFCI GFCI GFCI VP GFCI WP WP 1/2" EXP. JOINT 4" A.B.C. 4" CONC. UNDISTURBED SOIL 18" MIN BELOW D/W 12 TURNDOWN @ GARAGE DOOR 10 TURNDOWN ON DOORS 9 STRONG WALL ON GARAGE ST2122 19 PANELS HOLDOWNS WALL FTG. 2'-8" TO 6' ST2122 WALL 10' OR 12' HIGH SIMPSON HOLDOWN HPAHD22 2x6 BASE P GLUED & NAILED 2-2x6 TOGETHER L 2-2x6 TOP P L REF. FOUNDATION PLAN 1#3 CONT NOSE BAR 3" DEPRESEED CONC. SLAB 16 Typ. AT SHOWER STEP DOWN SLAB REINF. CONCRETE SEE PLAN 4" A.B.C. 2-#4 CONT SEE PLAN 4" CONC. GARAGE SLAB REINFORCING 15 DIRECTLY ON THE GROUND SHOWER RECEPTORS BUILT CAST IRON OR BRASS DESIGNED TO MAKE WATERTIGHT JOINT IN FLOOR. THRESHOLD BEFORE ANY WOOD SUPERSTRUCTURE MAY BE ADDED D) BE PROVIDED WITH AN APPROVED FLANGED FLOOR DRAIN MADE OF B) BE CONSTRUCTED OF APPROVED TYPE, DENSE, NON-ABSORBANT AND F) HAVE CURBS EXTENDING AT LEAST 3" ABOVE THE FINISHED FIN. FLR. ELEV. = 1440.06 SEE PLAN NON-CORROSIVE MATERIALS A) BE WATERTIGHT C) BE ADEQUATELY REINFORCED SEE NOTE 'F' ABOVE E) HAVE SMOOTH, IMPERVIOUS AND DURABLE SURFACES TREATED PLATE AND 2x BEARING WALL 3" MIN. STEEL #4 CONT 18 FOUNDATION REINF. DETAIL 17 CONTROL JOINT ON SLAB TO PROHIBIT RANDOM CRACKING DO NOT USE THE TYPE OF CJ AT COVERED FLR'S "ZIP STRIP" IS ACCEPTABLE AS CJ. AT CONTRACTORS OPTION, THIS DET ANTICIPATES "STRIP" PLACING W/THE CONTROL RIP WOOD KEY LONGITU- SEE PLANS FOR SLAB THK WOOD OR STEEL FORMER KEY. DINALLY TO AVOID SWELLING KEY MUST BE SET ACCURATELY BLADE, 4 IN A TIMELY MANNER "T" SEE PLANS FOR SLAB 1/4"x"T" DEPTH OF CUT. THE SURFACE IS FIRM ENOUGH SO THAT IT WILL NOT BE THE SAW CUT CONC. AS SOON AS 2. CORNER BEARS EACH SIDE STEM WALL SEE FOUNDATION PLAN HORIZ. REINFORCING SAME SIZE SPACING AS EQUAL 3. 3 JTS. CUTTING ACROSS THE STRIP OF OTHER PLACING PATTERNS ARE USED. 3 1 NOTE: 2 1 OF WOOD STEEL FORMED 2 1. ON SLAB. THICKNESS 3. 2. 1. 1. PIPES TO CLR. SLEEVES BY 1/2" ALL AROUND 4" A.B.C. 4" CONC. 14 BOLLARD 1/2" EXP. JOINT 3"d BOLLARD FOOTING TO BE STEPPED SUCH THAT CONC. FILL DOES PLACE CONCRETE FILL AROUND METAL PIPE SLEEVES BEFORE POURING FOOTING. CONCRETE FILL SHALL BE PIPING PENETRATION & 13 ADJACENT TO FOOTING SAME WIDTH AS FOOTING & FULL WIDTH OF PIPE TRENCH. NOT EXCEED 2'-0" 2. 3. 4" CONC. 4" A.B.C. 1/2" EXP. JOINT #4 VERTS @ 48" OC TYP @ ALL CONT FTGS 8 STEM WALL SLURRY FILL NO PIPES TO PASS THRU THIS PORTION OF FTG. GALV. PIPE SLEEVE 2 SACK CONCRETE NOTE: 6" 8" MIN. PIPE 4" O.C SCHEDULE CONT STEM WALL 25" END LENGTH SIMPSON MST148 NOTES SIMPSON CMSTC16 w/ HEADER - PER PLAN 2x STUDS @ 16" O.C. AND ALL SHEATHING EDGES TO BE BLOCKED w/3x 1#4 BAR CONT T&B CONT SPREAD FTG SHEATHING 3/8" OSB w/ 8d @ DBL 2x OR 4x AT HOLDOWN HOLDOWN - SIMPSON PER ANCHOR BOLTS AT 1/3 POINTS 2x SOLE PLATE (TREATED) 6. 1 2 10. 12. 11. 9. 8. 7. 5. 4. 3. 2. 1. 1 4 9 10 FRAMING COLUMN SEE FOUNDATION PLAN FOR FOOTING SIZE 4 FRAMING COLUMN FOOTING A 8 SLAB EDGE & SLAB STEP B SEE FOUNDATION PLAN FOR FOOTING SIZE FOR REINFORCING SEE FOUNDATION PLAN SLOPE STUCCO SYSTEM SEE COVER PAGE 26GA GALV. FLASH 3/8" CDX SHEATHING AND SCREED 18" MIN BELOW UNDISTURBED SOIL SLOPE AWAY 5% 4~#4 VERTS #3 TIES @ 8" OC IN CONCRETE SQUARE PINNED FINISH GRADE- -- 6 w/ 1/2"d A-BOLTS ON 2x TREATED PLATE 2-2x_ AT EACH CORNER EA. SIDE, EMBED 7" WITH 2" WASHERS 4" CONC. 1/2" EXP. JOINT 4" CONC. 4" A.B.C. NATURAL GRADE 4" CONC. 1 EXT. WALL FOOTING 2 EXT. WALL FTG. & SUNKED SLAB 5 HOLDOWN CONN ON FTG. 6 STUCCO & STEM JOINT TREATED 2x 2-#4 CONT UNDISTURBED SOIL OR ENGINEERED 18" MIN BELOW FILL 4" A.B.C. 4" CONC. PLATE 7 PLATE ENDS W/ 2" WASHER SEE DETAILS AND PLAN FOR STEM AND FRAMING SIZES 2" WHERE 26GA GALV WEEP SCREED SLAB OCCURS 2-#4 CONT 1/2" EXP. JOINT 4" CONC. 4" A.B.C. 3/8" CDX SHEATHING SEE COVER PAGE STUCCO SYSTEM OVER 1/2" d A.B. @ 48" O.C. 7" MIN. EMBED & 12" FROM GYP. BOARD 12 5 6 3 2 3-16d 11 2 LEGEND FULL NAILING PER MFR AND 2" WASHER 7" MIN TYPE OF FOOTING & EMBEDMENT (TYP) REINFORCING PER DETAILS 1/2"d AB W/ NUT STUDS @ 16" OC PER FRAMING PLAN DOUBLE STUD OR POST HOLDOWN PER PLAN AND - 6 STUCCO SYSTEM PLATE ENDS W/ 2" WASHER 1/2" d A.B. @ 48" O.C. 7" MIN. EMBED & 12" FROM SEE COVER PAGE 2-#4 CONT 18" MIN BELOW UNDISTURBED SOIL #4 DOWEL W/HOOKS @ 48" O.C. WITH #4 TOP & BOTT. CONT. -- 6 STUCCO SYSTEM R-19 INSULATION H2.5 @ 48" O.C. SEE COVER PAGE 2"x6" STUDS @ 16" O.C. 18" MIN BELOW UNDISTURBED SOIL OR ENGINEERED FILL P.T. 2x6" PLATE H2.5 @ 48" O.C. 4" A.B.C. 4" CONC. R-19 INSULATION 2"x6" STUDS @ 16" O.C. GYP. BOARD FIBER GLASS SHINGLES 15LB ROOF FELT 1/2" OSB/PLYWD NAILED TO TOP PLATE & 3/8" OSB W/ 8d @ 6" O.C. TRUSSES BRG. @ THIS WALL @ ACNTILIVERED OUT 2x_ CRIPPLE STUD @ 24" O.C. LAP NEXT TO HEEL TO LOWER TRUSS 10 UPPER ENTRY ROOF LOWER TRUSS/WALL LOWER TOP PLATE BLKG. ROOF TILE 15LB ROOF FELT 1/2" OSB/PLYWD 9 ROOF AT GABLE WALL BEAM - SEE FRAMING PLAN. BEAM PARALLEL TO WALL 12 BEAM TO WALL POST CONN 1/4" GAP AFTER BEEN APPLIED LOAD HAS ROOF DEAD 16d AT TYPICAL. 12" O.C. 19 TYPICAL CONER DETAILS TYP. INT. INTERSECTION INTERSECTION AT S.W. END SHEARWALL. INTERIOR TYP. EXT. CORNER EXT. CORNER W/ HOLDOWN DBL. STUD HOLDOWN WHERE OCCURS. PROVIDE STUDS. DOUBLE SCHEDULE. - SHEARWALL HOLDOWN SEE 16 BEARING WALLS @ TOP 2x4 BLOCKING @ 24" O.C. SHEAR TRANSFER ON NON-LOAD (2) 8d @ EACH END OF BLK'G THRU TRUSS LOAD HAS BEEN APPLIED ON PLANS & WHERE SPECIFIED @ GARAGE AND PATIO DBL 2x_ TRIMMER ROOF DEAD 1/4" GAP AFTER PLATE CONT. DOUBLE 2x TOP INTERSECTION AT S.W. HOLDOWN 6" O.C. 16d AT SHEARWALL. INTERIOR 16d AT 12" O.C. TYPICAL. TYP. INT. CORNER FOUNDATION PLAN. SPECIFIED ON HOLDOWN AS AND SHEARWALL SCHEDULE. NAIL PER G.S.N. SIMPSON DTC SLOTTED TRUSS CLIP @ 24" O.C. 2x6 FASCIA PANEL EDGE NAILING 16d's @ 16" O.C. TOE NAIL TO PL EXTERIOR MAT SEE ELEV FOR 3/8" PLYWD W/16d @ 12" O.C. (TYP.) 2x4 LOOKOUTS @ 24" O.C. 2x4 SWAY BRACING 17 ROOF AT GABLE AND 22 AT KING POST TWO BEAMS POST CAP SIMPSON ECC IF NOTED ON PLAN PERMISSABLE SPLICE LOCATION ONLY PER FRAMING PLAN BEAM OR HEADER CHORD GABLE TRUSS 14 RAFTERS TO WALL METAL FLASHING STUCCO SYSTEM 15LB ROOF FELT 1/2" OSB/PLYWD ROLL ROOFING STUCCO SYSTEM 3-8d @ EA. STUD 2x8 LEDGER SEE FRAMING RAFTER 2x_ PLAN SIMPSON A35 BRACE TO 2x4 1/2" GYP. BOARD 2" X_" STUDS @16" O.C. R-19 INSULATION TOP PLATE H 2.5 2-2"x4" NAILED W/ 4 16d PRE-FABRICATED R-30 INSULATION TRUSS 4-16d PER NAILING SCHEDULE 2x BLKG BETWEEN OUTLOOKERS TOP CHORD DROPED 3-1/2" ROOF SHEATHING & NAILING PER TRUSS MANUF. w/ 8d @ 6" O.C. FOR LOOKOUTS 2x4 BRACE TO BOTTOM PREFAB WD (CITY APPROVED) 1 8d @ 6" DBL 2x6 TOP P L 3-16d @ 48" O.C. 3-16d TOE NAIL 2x BLKG 1 OVERHANG (TYP) CCX PLYWD @ 3-16d 3-16d LU24 SIMPSON PRE-FAB. TRUSS METAL FLASHING POST WHEN OCCURS HEADER OR 3 BEAM CONNECTION 4 PENETRATION FIREWALL UNLESS NOTED OTHERWISE. OR GREATER TO HAVE DOUBLE TRIMMERS ALL OPENING & BEARING HEADER 6'-0" STRAP CENTER SIMPSON ST2215 STRAP WINDOW SILL 8 AT WOOD FRAME WALL CLEAR SPAN SIMPSON ST2215 STRAP CENTER SEE FRAMING PLAN ON BOTH SIDES OF BEAM AT POST CENTER OVER CLEAR SPAN AT POST CENTER OVER SIMPSON ST2215 STRAP ON BOTH SIDES OF BEAM U.N.O. ON PLAN DBL 2x_ POST OVER CLEAR SPAN U.N.O. ON PLAN DBL 2x_ POST OVER CLEAR SPAN FOR BEAM SIZE SHEATHING OR 30# FELT SYSTEM STUCCO ROLL METAL PITCH STUCCO TO DRAIN OR 24 ga. FLASHING FRAME WALL R-19 INSULATION 1/2" GYP. BD. 2X6 2X4 BEAD-X GARAGE GYP. BD. @ 5/8" TYPE X GARAGE SIDE WINDOW HEADER 7 DTL @ WOOD FRAME WALL FRAMING PLAN. BEAM - SEE BEAM PERPENDICULAR TO WALL SIMPSON ST2215 VERIFY WINDOW FRAME TYPE CAULK NOTE: TAPE JOINT TYPICAL LINE OF WALL BEYOND ALUMINUM WINDOW; ALIGN WITH INSIDE FACE OF STRUCTURE, LINTEL; REF. STRUCTURAL EXTERIOR WALLS; REF. CORNER BEAD, TYPICAL PROVIDE 3/4" FILLET GYPSUM BOARD RETURN; TYPICAL. SYSTEM NOTES SEALANT BEAD EACH SIDE @ 4" O.C. KING STUD 16d COMMON (SEE PLAN) RATED ELECTRICAL SAFING PER NEC PROVIDE FIRE INTERIOR BOX PER NEC 2x_ STUD 2-2x_ TOP PLATE SIMPSON ST292-ENGAGE BOTH TRIMMERS 2-2x_ TRIMMER OR 1 PIECE POST PER PLAN (6-16d TO BEAM & POST EACH HEADER OR BEAM PER PLAN EACH SIDE) CLIPPLES @ 16" O.C. SEE COVER PAGE STUCCO SYSTEM 2-2"x6" TOP PLATE 1 STUD WALL CONN. TRUSS TO G.L. BEAM 2 TRUSS & BEAM CONN. CEILING 6 TOP PLATE SPLICE DETAIL Typ. HOLES & NOCHES 5 IN WOOD FRAME WALLS FALSE WALL TRUSSES FOR FALSE WALL NAILED 2-8d AT EA. TRUSS 2x4" BLOCKING BTWN. 2"x_" STUDS @ 16" O.C. PRE-FAB. TRUSS H 2.5 CRICKET 3/8" OSB W/ 8d @ 6" O.C. NAILED 8d @ 6" O.C. NAILED TO BLKG & TOP PLATE PRE-FAB. TRUSS 2x6" BLOCKING 2x6 RAFTER SPLICE 1 D HEM-FIR #2 (2) 2x6 PLATES 2x6 FASCIA (18) COMMON NAILS SPLICE 3D MAX 3D MAX D /3 MAX TRUSSES TO CONNECT 2x8" BLOCKING BTWN. RAFTER TO BLOCKING STUCCO OVER USE LUS26 WIREMESH & FOAM 2x6 FASCIA #C 1 1 #C 1/2" OSB/PLYWD ROOF TILE 15LB ROOF FELT L = CLEAR SPAN D = DEPTH OF JOIST D = WIDTH OF STUD JOIST OR BEAM STUD OR BEAM 1 D/5 L/3 MIN D/4 MAX #C #C 2x6 FASCIA D PRE-FABRICATED TRUSS INSULATION H 2.5 R-30 1/2" OS/PLY 15LB ROOF FELT ROOF TILE R-19 INSULATION 2"x6" STUDS @ 16" O.C. PRE-FABRICATED TRUSS H 2.5 1/2" GYP. BOARD ROOF TILE 1/2" OS/PLY 15LB ROOF FELT INSULATION R-30 \A1;48" MIN. BETWEEN SPLICE \A1;2x STUDS - PER WALL FRAMING SCHEDULE \A1;6" MIN. TREATED PLATE #4 VERTS. \A1;6" \A1;VARIES \A1;3/4" \A1;8" TRUSSES TO PL P.T. 2"x4" PLATE GYP. WALL BOARD A.B.S. @ 48" & 12" OF ENDS INT. WALL FOOTING 4" A.B.C. W/ 2" WASHER 3 4" A.B.C. #4 REBAR CONT. 4" CONC. H 2.5 @ 32" O.C. GYP. WALL BOARD R-19 INSULATION 2"x4" STUDS @ 16" O.C. 8 B A-9 A-9 A-9 A-9 A-9 5 5 5 5 5 5 5 5 5 5 5 5 SHEET ON-LINE DIAGRAM 10 KAIC REQ'MTS. PWR CO. (APS OR SRP) U.G. PULL SECTION PER (CONDUCTOR BY POWER CO.) TO EXIST. TRANSF. 2 1/2" PVC CONDUIT USE RIGID ELS AND RIGID RISER #4 C.U. UFER - 20 FT. MIN. N.T.S. 40 CIRCUITS 200 A -120/240 V -1P 3W NEMA 3R SERVICE ENTRANCE/METER/PANEL "A" METERING COMPARMENT M GROUND TO GAS/COLD WATER PIPE SYSTEM #4 C.U. APS CO. 2 CONSESING UNIT ON CONCRETE CURB REFRIGERANT PIPE 1 ANCHOR THRU WALL MECHANICAL SYMBOLS ON UNISTRUT SUPPORTS WITH MOUNT REFRIGERANT PIPING AND ALUMINUM JACKET SUCTION LINE w/ INSULATION SEE MECHANICAL PLAN FOR CONTINUATION REFRIGERANT PIPING STAINLESS STEEL CLAMPS. BETWEEN COND. UNIT NEOPRENE CONT. CONCRETE FOOTINGS AND AIR DROP FROM CEILING AIR HANDLER UNIT RETURN AIR DUCT ROUTE SHEMATIC DUCT ROUTE MECHANICAL UNIT DISCONNECTED NOT TO SCALE OUTDOOR CONCRETE PAD PROVIDE 1/2" AND BASE. LIQUID LINE NOT TO SCALE COND UNIT WITH 1/2"x1-1/2" BOLT ANCHOR TO STRUCTURE SEAL ALL AROUND OPENING LIQUID LINE ANCHOR SIMILAR WASHER U BOLT WITH SUCTION LINE NOTE: D T A R CU THERMOSTAT RETURN DUCT AHU TEE ( WITH SCREWED CAP) 4. PITCH DOWN TOWARD NOT TO SCALE 3 CONDENSATE TRAP DRAIN \A1;2" MIN. 3 2 EACH CHANGE OF 4 5 \A1;B \A1;A 6 6. DRAIN PAN A = MIN. 2" B = 1.5 X S.P. CONTINUATION AS CLEAN OUT. DIRECTION FOR USE TERMINATION/ 3. SEE PLANS FOR PER FOOT SLOPE DRAIN AT MIN. 1/8" 5. UNION 1 KEY NOTES THE SAME SIZE AS DRAIN PAN 2. PROVIDE CAPPED BE AT LEAST THE 1. DRAIN LINE SHALL AT END AND AT THE NIPPLE ON THE GALV. SLEEVE 2"x2"x3/16" 16 GAUGE WALL 8X8 8X8 6X6 8X8 10X10 10X10 10X10 6X6 10X10 10X10 10X10 6X6 AHU TO PLATAFORM 24" WALKWAY PER IMC 307 \A1;8" \A1;6" \A1;6" \A1;8" \A1;8" \A1;8" T #4 STRANDED UFER TIED TO FOOTING REBAR 20' MINIMUM. FINISH GRADE - SLOPE AWAY FROM HOUSE FOR WIDE AND THICK 1 2" SQ. FRAMING COLUMN ATTIC VENTILATION 7 5 6 STUCCO SYSTEM CONC. ROOF TILE STUCCO BANDING SEE ELEVATIONS 3 4 2x6 FASCIA 1 2 KEY NOTES 8 ROLL ROOFING 4X6" POST 9 A-1 20 24"x24" ATTIC VENT. 14 A-10 1 A-10 A-10 1 3 A-10 16 3 2 3 16 A-10 3 A-10 6 24"x24" ATTIC VENT. 24"x24" ATTIC VENT. 10 A-10 CRICKET 3 A-10 16 2 A-10 4 A-10 1 4 16 A-10 A-10 16 6 5 2 A-10 2 22 A-10 12 A-10 1 A-10 2 5 5 5 4 PRE-FABRICATED ROOF TRUSSES @ 24" O.C. 5 5 TOTAL UNDER ROOF AREA CALCULATION COVER ENTRY 2-CAR GARAGE LIVABLE AREA 2,269.00 SQ.FT 1,804.56 SQ. FT 428.44 SQ. FT 36.00 SQ. FT ROESER ROAD 5040 XO WINDOW SLIDING 5 5 5 5 5 RIM 1435.15 RIM 1435.15 M.H. 327 @ 27 TH ST. 2- 9'-6"x19'-0" PARKING SPACES OVER 4" ABC 4" CONCRETE SLAB OVER 4" ABC 4" CONCRETE SLAB 8" SEWER 25' R.O.W. 16.50' 8.50' HIGH CURB LOW CURB +1436.08' T/C C PAV +1436.17' L L L 16' D/W EXIST +1436.11' C PAV T/C +1435.96' CURB 4" ROLL OVER C PAV +1435.99' D/W 16' 60.00' SERVICE ELECTRIC 200 AM \A1;VISIBILITY TRIANGLE PROPERTY LINE +1435.81' T/C +1435.78' +1435.51' +1436,29' +1435.87' FINISH FLOOR ELEVATION 14" + 1436.98' 104.50' PROPERTY LINE PROPERTY LINE 60.00' PLOT PLAN SCALE 1/8"=1'-0" PROPERTY LINE 104.50' 4 4 N 89° 59' 00" W 4 3 6" WATER ROESER LANE S 00° 01' 00" E N 00° 01' 00" W 1 5 5 5 \A1;SIDE SETBACK 10' SIDE SETBACK 3'-0" \A1;REAR SETBACK 15' REAR SETBACK 25' 5 5 5 5 5 5 912 E ROESER RD PHOENIX, AZ. 85040 "HERNANDEZ RAMON PROJECT " E06-0230 ENE 06 L.D.A. 912 E ROESER RD PHOENIX, AZ. 85040 "HERNANDEZ RAMON PROJECT " E06-0230 ENE 06 L.D.A. 912 E ROESER RD PHOENIX, AZ. 85040 "HERNANDEZ RAMON PROJECT " E06-0230 ENE 06 L.D.A. 912 E ROESER RD PHOENIX, AZ. 85040 "HERNANDEZ RAMON PROJECT " E06-0230 ENE 06 L.D.A. 912 E ROESER RD PHOENIX, AZ. 85040 "HERNANDEZ RAMON PROJECT " E06-0230 ENE 06 L.D.A. 912 E ROESER RD PHOENIX, AZ. 85040 "HERNANDEZ RAMON PROJECT " E06-0230 ENE 06 L.D.A. 912 E ROESER RD PHOENIX, AZ. 85040 "HERNANDEZ RAMON PROJECT " E06-0230 ENE 06 L.D.A. ELEVATIONS FOUNDATION PLAN ROOF FRAMING PLAN ELECTRICAL PLAN MECHANICAL PLAN 8'-0" CLG 2-CAR GARAGE 5 12 5 5 5 5 21.33' D/W P-1255-1 \A1;30.00' ROW \A1;20' F/C \A1;19'-6" \A1;2' \A1;48' \A1;60' \A1;31' 25' SETBACK REAR 15' SETBACK REAR \A1;SIDE SETBACK 3'-0" 10' SETBACK SIDE \A1;28'-1" \A1;40'-10" \A1;10' TRIANGLE VISIBILITY 2- 9'-6"x19'-0" PARKING SPACES OVER 4" ABC 4" CONCRETE SLAB OVER 4" ABC 4" CONCRETE SLAB HIGH CURB LOW CURB 00.00 T/C C PAV 00.00 L L L 16' D/W EXIST 00.00 C PAV T/C 00.00 CURB 4" ROLL OVER C PAV 00.00 78.93' PROPERTY LINE 00.00 T/C 00.00 00.00 +1436,29' 00.00 FINISH FLOOR ELEVATION 116.00' PROPERTY LINE PROPERTY LINE 78.93' PROPERTY LINE 116.00' 4 N 00° 00' 00" W 3 6" WATER 912 E ROESER RD S 00° 00' 00" E N 00° 00' 00" W 1 EXTREME OUTFALL 6.00' C.M.U. 6.00' C.M.U. 3.00' C.M.U. 3.00' C.M.U. SHRUBS WATER METER 3/4" 2 5 4 4 DRAINAGE ARROWS 5 F/G F/G N 00° 00' 00" W L.D.A. ENE 06 E06-0230 "HERNANDEZ RAMON PROJECT " PHOENIX, AZ. 85040 912 E ROESER RD 1/8"=1'-0" SCALE PLOT PLAN 10X20 VISIBILITY TRIANGLE SETBACK LINE PROPERTY LINE LEGEND SEWER LINE 2-WAY CLEAN OUT NEW CMU FENCE 6' HIGH NEW WATER METER 3 2 4 1 Key Notes WATER LINE PROPERY CORNER 1/2" REBAR ELECTRIC SERVICE ENTRANCE 2 3 1 DISCREPANCIES BETWEEN ANY PLAN, SHALL BE REPORTED TO THE OWNER AND GENERAL CONTRACTOR IN WRITING BEFORE PROCEEDING WITH WORK. READ & CHECK ALL PLANS CONSTRUCTION PERIOD ANY FOR AVOID MISTAKES ON THE GENERAL NOTE BEFORE TO THE CONSTRUCTION & BID FOR AVOID MISTAKES. REVISIONS Phoenix, Arizona 85017 3001 W INDIAN SCHOOL #311 CUSTOM CONSTRUCTION, INC. Tel (602) 248-2846 " A COMPLETE BUILDING SERVICE " MDJ PROJECT No PLOT PLAN ADD 1,000 TO ALL ELEVATIONS UNLESS OTHERWISE NOTED. ALL DIMENSIONS ARE IN FEET AND DECIMALS NOTE: DRAWN BY SCALE DATE PLOT PLAN SHEET SHEET CONTENTS AS INDICATED BUILDING DATA A-1 A-2 A-4 A-5 A-3 PLOT PLAN A-1 ROOF FRAMING PLAN FOUNDATION PLAN FLOOR PLAN SHEET INDEX ELEVATIONS MECHANICAL PLAN DETAILS A-9 A-8 A-7 A-6 ELECTRICAL PLAN PLUMING PLAN DETAILS A-10 2-WAY CLEAN OUT 3" L.D.A. ENE 06 E06-0230 "HERNANDEZ RAMON PROJECT " PHOENIX, AZ. 85040 912 E ROESER RD 3/4'' WC TUB LAV C.O. 1 1/2" 1 1/2" 1 1/2" VTR. SHOWER 2" C.O. 1 1/2" 1 1/2" C.O. 1 1/2" VTR. 1 1/2" VTR. 1 1/2" 2" SEWER WATER: PIPING SCHEDULE BELOW GRADE - TYPE 'L' ABOVE GRADE - TYPE 'M' WASTE: SCHEDULE 40 ABS LEGEND COLD WATER HOT WATER LAV WC SHOWER WASHER SERVICE BOX C.O. 1 1/2" 1 1/2" WASTE & VENT ISOMETRIC N.T.S. WASHER DISH 1 1/2" 1 1/2" C.O. KITCHEN SINK 2" WASHER 2" VENT. WC TUB 3" 1 1/2" C.O. SHOWER LAV SEWER LINE TO C.O.P. WASTE & VENT SCH. WATER ISOMETRIC 1 1/2" VTR. HEATER WATER ISOMETRIC W/GATE VALVE TO WATER METER N.T.S. HB KITCHEN SINK WASHER DISH LAV WC WATER SHOWER REVISIONS 1 3 2 PLUMBING PLAN MDJ " A COMPLETE BUILDING SERVICE " Tel (602) 248-2846 & BID FOR AVOID MISTAKES. BEFORE TO THE CONSTRUCTION CUSTOM CONSTRUCTION, INC. 3001 W INDIAN SCHOOL #311 Phoenix, Arizona 85017 GENERAL NOTE FOR AVOID MISTAKES ON THE CONSTRUCTION PERIOD ANY READ & CHECK ALL PLANS BEFORE PROCEEDING WITH WORK. CONTRACTOR IN WRITING TO THE OWNER AND GENERAL ANY PLAN, SHALL BE REPORTED DISCREPANCIES BETWEEN PROJECT No DATE SCALE DRAWN BY AS INDICATED SHEET CONTENTS A-7 PLUMBING PLAN PLUMBING PLAN SCALE 1/4"=1'-0" SHEET DRIVEWAY: 3000 PSI ACCORDANCE WITH GA 253. FIBERBOARD SHEATING SHALL CONFORM TO EITHER AHA 194.1 OR 57 SF 64.5 SF 22 SF 44 SF PROVIDE 75.6 SF 76.8 SF 45.3 SF 45.3 SF 504SF X 15% = 512SF X 15% = 302SF X 15% = 302SF X 15% = ALLOWED WEST EAST SOUTH NORTH ELEVATION TABLE N1102.1.1.1(1) OTHER INTEGRAL MASS WALLS R-9.7 EXT. OR. HDD 1,000-1,499 AC 12 SEER INSULATION R-4.8 MASS WALL PERSCRIPTIVE BUILDING ENVELOPE REQUIREMENTS PER THESE DRAWINGS. FOR WORK IN PLACE DEVIATING FROM THE INFORMATION AND INTENT OF NOTE: TIME OF FINAL CONSTRUCTION. A JURISDICTION THAT HAS A TERRITORY IN THE VICINITY OF A MILITARY AIRPORT REQUIRES ALL RESIDENTIAL BUILDINGS SHALL EITHER BE MINIMUM R-30 ROOF ASSEMBLY, DUAL GLAZED WINDOWS AND SOLID WOOD FOAM-FILLED FIBERGLASS OR METAL DOOR TO THE EXTERIOR OR CERTIFIED BY THE STATE OF ARIZONA OR ENGINEER TO ACHIEVE A MAXIMUM INTERIOR NOISE LEVEL OF FORTY-FIVE (45) DECIBELS AT CONSTRUCTED WITH A MINIMUM R-18 EXTERIOR WALL ASSEMBLY, A SYMBOLS LEGEND 48-INCH DISTANCE FROM RIDGES, EAVES END GABLE END WALLS; AND 4INCHES ON CENTER TO PLACEMENT OF MATERIALS. THE DESIGNER ASSUMES NO RESPONSIBILITY 7. THE INTEGRITY OF ALL FIRE BLOCKING, AND DRAFT STOPS, OPENING OF 5.7 SQUARE FT. MINIMUM AT BEDROOMS. EDGES AND BOUNDARY. 8d AT 12" O.C. AT INTERMEDIATE FRAMING MEMBERS, OR 14 GA. X 1-3/4" LONG X 7/16" O.D. EXTERIOR GLASS BLOCK PANELS SHALL BE PROVIDED WITH MINIMUM 3/8" K-LATH 1254 I.C.B.O. 6. RECOGNIZED TESTING AGENCIES. SHALL ALSO HAVE I.C.B.O. APPROVED EVALUATION REPORTS OR BE APPROVED AND LISTED BY OTHER NATIONALLY ALL PRODUCTS LISTED BY I.C.B.O./N.E.R. NUMBERS SHALL BE INSTALLED PER THE REPORT AND MANUFACTURER'S WRITTEN INSTRUCTIONS. PRODUCT SUBSTITUTIONS FOR PRODUCTS LISTED UNCONDITIONED ENCLOSED SPACE. HAVE A MINIMUM R-RATING OF R-8 AND R-4.6 WHEN LOCATED IN CRAWL SPACES. DUCT INSULATION LOCATED OUTSIDE THE BUILDING MUST ALL MODIFICATIONS TO THE BUILDING ENVELOPE MUST COMPLY WITH THE FOLLOWING: FENESTRATIONS = 0.75 MINIMUM U-FACTOR, 0.40 MAXIMUM SHGC. MINIMUM R-11 @ WALLS & FLOOR @ CEILINGS, R-5 @ ENTIRELY FREE OF MORTAR AND SHALL BE FILLED WITH RESILIENT MATERIAL. EXPANSION JOINTS AT THE SIDES AND TOP. EXPANSION JOINTS SHALL BE GLASS BLOCK PANELS SHALL NOT BE USED AS LOAD BEARING MEMBERS. 7. MANUFACTURER'S WRITTEN INSTRUCTIONS. PRODUCT SUBSTITUTION(S) FOR PRODUCT(S) LISTED SHALL ALSO HAVE I.C.B.O. APPROVED OTHER NATIONALLY RECOGNIZED TESTING AGENCIES. EVALUATION REPORT(S) OR BE APPROVED AND LISTED BY I.C.B.O. I.C.B.O. I.C.B.O. I.C.B.O. N.E.R. I.C.B.O. I.C.B.O. I.C.B.O. MISSION TILE I4169 3523 1" THICK 1.5 PCF DENSITY TYPE 2 T&G OVER 15# ASPHALT SATURATED ORGANIC FELT. DECKFLEX WATERPROOF DECKING WESTERN ONE-KOTE STUCCO CONCRETE FLAT TILE EXPANDED POLYSTYRENE INSULATION BOARD 2656 3899 5O19 SKYLIGHT W.P. GYP. BD. MONIER TILE 1998 2240 2O93 CROWN GALVANIZED WIRE STAPLES AT 6" O.C. AT EDGES AND BOUNDARY, AT 12" O.C. AT INTERMEDIATE (NER -272). I.C.B.O./N.E.R. NUMBERS INSTALLED PER THE REPORT AND MANUFACTURER'S WRITTEN ALL PRODUCTS LISTED BY I.C.B.O./N.E.R. NUMBER(S) SHALL BE INSTRUCTIONS. PRODUCT SUBSTITUTION(S) REPORT AND P.S.I. MINIMUM 28 DAY COMPRESSIVE STRENGTH GLASS BLOCK SHALL BE LAID IN TYPE 'N' MORTAR. MORTAR SHALL HAVE 75O 3. JOINT REINFORCEMENT SHALL BE GALVANIZED. IN ACCORDANCE WITH U.B.C. AND NOT MORE THAN 3/8" THICK AND SHALL BE COMPLETELY FILLED. BOTH VERTICAL AND HORIZONTAL MORTAR JOINTS SHALL BE AT LEAST 1/4" GLASS BLOCK PANELS SHALL HAVE JOINT REINFORCEMENT SPACED NOT MORE THAN 16" ON CENTER AND LOCATED IN THE MORTAR BED JOINT EXTENDING THE ENTIRE LENGTH OF THE PANEL. THE REINFORCEMENT SHALL ALSO BE PLACED IN THE JOINTS IMMEDIATELY BELOW AND ABOVE ANY OPENINGS IN THE PANEL. 4. 5. GLASS BLOCK PANELS SHALL HAVE A MINIMUM 3" THICKNESS AT THE MORTAR ALL GLASS WITHIN 18" ABOVE FINISHED FLOOR AND IN HAZARDOUS AREAS MAXIMUM WINDOW SILL HEIGHT NOT TO EXCEED 44" ABOVE FLOOR AT BEDROOMS. MORTARED SURFACES OF BLOCKS SHALL BE TREATED FOR MORTAR BONDING. GLASS BLOCK JOINT. 1. 2. SHALL BE TEMPERED GLASS. 3. 2. PRE-FAB FIREBOX OPENING SHALL BE OF NON-COMBUSTIBLE A LOG WILL NOT BE ACCEPTABLE. PROVIDE A SCREENED MAKE-UP AIR VENT TO THE EXTERIOR FROM THE FIREBOX. MATERIALS AND IN CONFORMANCE WITH THE MANUFACTURER'S A GAS OR ELECTRIC STUB OUT FOR FUTURE INSTALLATION OF PROVIDE AGA LISTED AND APPROVED SHUT-OFF DAMPERS. DAMPERS SHALL BE WELDED OPEN 1" OR PROVIDED WITH A 3" %%129 HOLE. PROVIDE (U.L.) APPROVED RAINTIGHT GAS FITTING AT DISCHARGE. OR OTHER SOILD FUEL SHALL NOT BE APPROVED TO BE INSTALLED OR CONSTRUCTED. THE INSTALLATION OF A PERMANENT GAS OR ELECTRIC LOG INSERT WILL BE REQUIRED. A FIREPLACE OR WOODSTOVE THAT DIRECTLY BURNS WOOD 8. 9. WRITTEN INSTALLATION MANUAL. 7. 6. WITH THE TERMS OF THEIR LISTINGS, THEIR EVALUATION REPORTS, AND THE MANUFACTURER'S WRITTEN INSTRUCTIONS. WHICH MASONRY, COMPLIES WITH THE MANUFACTURER'S HEARTH EXTENSIONS SHALL HAVE THE MINIMUM DIMENSIONAL REQUIREMENTS AS SHOWN IN THE MANUFACTURER'S WRITTEN HEARTH EXTENSIONS SHALL HAVE THEIR DECORATIVE NON-COMBUSTIBLE FINISH MATERIALS (i.e. TILE, STONE, ETC.) INSTALLED OVER A THERMALRESISTIVE BARRIER ALL CONSTRUCTION PROJECTING OUT BEYOND THE FACE OF THE PRE-FAB FIREBOX OPENING AND/OR WITHIN 12" OF THE INSTALLATION MANUAL CENTERED ABOUT THE PRE-FAB 4. WRITTEN INSTALLATION MANUAL. 5. FIREBOX OPENING. 3. FACTORY BUILT (PREFAB) FIREPLACES FACTORY BUILT FIREPLACE UNITS SHALL BE CERTIFIED BY A CONFORMANCE WITH UNDER WRITERS LABORATORIES INC.'S TESTING STANDARD NUMBER 127 (U.L. 127) AND/OR HAVE AN CURRENTLY APPROVED I.C.B.O. TESTING LABORATORY FOR FACTORY BUILT FIREPLACES SHALL BE INSTALLED IN ACCORDANCE ACTIVE I.C.B.O./N.E.R. EVALUATION REPORT. 1. 2. SHALL BE MAINTAINED. FRAMING MEMBERS AND AT ALL ROOF PLENE PERIMETERS. BLOCKING OF ROOF SHEATING SUPPORTED By FRAMING MEMBERS OR SOLID BLOCKING. AT INTERSECTION OF ADJACENT ROOF PLANES. FLOOR AND ROOF PERIMETER SHALL BE PANEL EDGES PERPENDICULAR TO THE FRAMING MEMBERS SHALL NOT BE REQUIRED EXCEPT 1. SPACING OF FASTENES ON FLOOR SHEATING PANEL EDGES APPLIES TO PANEL EDGES ACCORDANCE WITH GA 253. FIBERBOARD SHEATING SHALL CONFORM TO EITHER AHA 194.1 OR GYPSUM SHEATING SHALL BE COMFORM TO ASTM 79 AND SHALL BE INSTALLED IN FASTENERS ON ROOF SHEATING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED By SUPPORTED By FRAMING MEMBERS AND AT ALL FLOOR PERIMETERS ONLY. SPACING OF ASTM C 208. i GABLE END WALL FRAMING. h PROVIDE MANUFACTURER MANUALS FOR HVAC & SERVICE WATER HEATING EQUIPMENT. ALL JOINTS, SEAMS, CONNECTIONS MUST BE SECURELY FASTENED WITH WELDS, GASKETS, PROVISIONS OF THE SPECIFIED BUILDING CODE. CURE CONCRETE MEMBERS AND SLABS WITH POLYTHYLENE FOR 5 DAYS A) SUPPLAY DUCTS INSULATION R-VALUE. B) RETURN AIR DUCTS INSULATION R-VALUE. SERVICE WATER HEATING: EXTERIOR: 1/2" Dia. A. B’s. @ 48" o.c./16d Nails @ 12" o.c. EXTERIOR: 1/2" Dia. A.B’s. @ 48" o.c./16d Nails @ 6" o.c. INTERIOR BOTH SIDES: HILTI Pins DN - 72 @ 6" o.c./16d Nails @ 6" o.c. INTERIOR ONESIDE: HILTI Pins DN - 72 @ 12" o.c Shearing w/8d Nails @ 6" o.c. SHEATING (NER-108). ROOF SHEATING SHALL BE 1/2" STD. GRADE SHEATING (5 PLY) W/EXTERIOR GLUE. SPAN INDEX RATIO 32/16 W STAMP OF APPROVED TESTING AGENCY OR ORIENTED STRAND BOARD ALL ROOF SHEATING SHALL HAVE: 8d COMMON AT 6" O.C. AT 1.- 2.- 1/2" G.W.B. w/5d Nails @ 4" o.c. 5/8" G.W.B. w/6d Nails @ 4" o.c. 1/2" or 3/8" A.P.A. Rated INTERIOR: HILTI Pins DN - 72 @ 6" o.c. OR SPECIAL KNOWLEDGE. MANUALLY OPERATED EDGE OR SURFACE-MOUNTED FLUSH SWEEP 1 3/4" SOLID CORE WITH SELF-CLOSER. GARAGE, STORAGE AND MECHANICAL ROOMS. WINDOWS / EGRESS BOLTS ARE PROHIBITED AT A DOOR OR THE ACTIVE LEAF OF A PAIR OF DOORS. PROVIDE 5/8" TYPE 'X' GYPSUM BOARD TO ALL COMMON WALLS AND CEILING, AT DOOR INTO HOUSE FROM GARAGE TO BE TIGHT FITTING WITH GASKETS AND MINIMUM NET OPENABLE WIDTH AT WINDOWS SHALL BE 22" CLEAR WITH A NET 1. 4. 3. WATER HEATERS WITH VERTICAL PIPE RISERS MUST HAVE HEAT TRAP IN BOTH INLET AND OUTLET UNLESS WATER HEATER HAS INTEGRAL HEAT TRAP OR PART OF AND PIPES MUST BE INSTALLED. ALL EXIT DOORS SHALL BE DEAD BOLTED. CIRCULATING HOT WATER SYSTEM MUST HAVE AUTOMATIC OR MANUAL CONTROL ALL EXITS TO BE OPENABLE FROM THE INSIDE WITHOUT USE OF A KEY OR EXITS / DOORS 1. 2. CIRCULATION SYSTEM. 1. 2. INTERIOR NONBEARING: HILTI Pins DN - 72 @ 12" o.c./16d @ 12" o.c. INTERIOR BEARING: HILTI Pins DN - 72 @ 9" o.c./16d Nails @ 8" o.c. SHEAR WALL SCHEDULE 5/8" G.W.B. w/6d Nails @ 7" o.c. 1/2" G.W.B. w/5d Nails @ 7" o.c. FOUNDATION ANCHORAGE OR EXTERIOR: 1/2" Dia. A.B’s. @ 48" o.c CONSTRUCTION JOINTS. CONCTRACT DRAWINGS, OR AS APPROVED BY THE STRUCTURAL REINFORCING SHALL BE CONTINUOUS THROUGH ALL WELDED WIRE FABRIC SHALL BE PLACED 1" CLEAR FROM NOT BE PERMITTED EXCEPT AS SPECIFICALLY SHOWN BY THE WELDING AS AN AID TO FABRICATION AND/OR INSTALLATION WILL THE TOP OF CONCRETE SLABS ON GRADE. ENGINEER. THERMOSTAT REQUIERED FOR EACH SEPARATE HVAC SYSTEM AS FOLLOWS: 1. REQUIRED IN UNCONDITIONED SPACES CONVEYING FLUIDS ABOVE 105 DEGREES F HEAT PUMP THERMOSTAT MUST BE PREVENT BACK UP HEAT FROM TURNING ON WHEN PROVIDE MEANS TO PARTIALLY RESTRICT OR SHUT OFF HVAC INPUT OF EACH OR CHILLED FLUIDS AT LESS THAN 55 DEGREES F MUST BE INSULATED. HEATING REQUIREMENTS CAN BE MET BY HEAT PUMP ALONE. C) HEATING & COOLONG ONLY 55 DEGREES F TO 85 DEGREES F. B) COOLING ONLY 70 DEGREES F TO 85 DEGREES F. A) HEATING ONLY 55 DEGREES F TO 75 DEGREES F. 3. HVAC PIPING INSULATIONS 1. ZONE OR FLOOR. 2. AIR FILTERS REQUIRED IN RETURN AIR. COOLING DUCTS WITH EXTERIOR INSULATION COVERED WITH VAPOR RETARDER. MASTICS, MASTIC-PLUS-EMBEDDED- FABRIC OR TAPES (DUT TAPE NOT PERMITTED) C) PLENUMS INSULATION R-VALUE, EXCEPTION: FACTORY INSTALLED PLENUMS, HVAC MUST BE PROVIDE MEANS FOR BALANCING AIR AND WATER SYSTEM. DUCTS MUST BE SUPPORTED EVERY 10 FEET OR PER MANUFACTURER. CASING OR DUCTWORK FURNISHED AR PART OF HVAC EQUIPMENT. TEMPERATURE CONTROLS: 5. 3. 2. 4. DUCT CONSTRUCTION: 1. MARKED ON THE PLANS. LAP SPLICES IN WELDED WIRE FABRIC: 2 MESH SPACES BUT NOT LEES PROVIDE BENT CORNER REINFORCING TO MATCH AND LAP WITH HORIZ. PRE-HEAT REINFORCING TO BE WELDED TO 500 DEGREE F WITHIN 6" OF THAN 6". LAPPED REINFORCING BARS SHALL NOT TIED TOGETHER BUT BARS IN WELDED CONNECTIONS USE LOW HYDROGEN ELECTRODES. THE WELD PLACEMENT PER AWS 1.4-79 OR USE ASTM 709 REINFORCING AND FOOTINGS PER A.C.I. DETAILING MANUAL A.C.I. 315-80. DOWEL ALL VERTICAL REINFORCING TO FOUNDATIONS, SECURELY TIE ALL REINFORCING AND EMBEDDED ITEMS IN UNLESS OTHERWISE NOTED ON DRAWINGS. POSITION BEFORE PLACING CONCRETE OR GROUT. REINFORCING PLACEMENT, BAR BENDS, AND STANDARD HOOKS PER A.C.I. 318-83 AND C.R.S.I. STANDARDS. LAP SPLICES IN MASONRY: 48 BAR DIAMETERS. SPLICE REINFORCING ONLY IN APPROVED LOCATIONS. ALL REINFORCING IN CONTINUOUS UNLEES OTHERWISE NOTED. REINFORCING SAPCINGS GIVEN ARE MAXIMUM ON CENTER AND REINFORCING AT CORNERS AND INTERSECTIONS OF WALLS, BEAMS SHALL BE SEPARATEDBY 2" IN SHOTCRETE APLICATIONS. THE FOLLOWING MUST BE CLEARLY ON PLANS OR SPECIFICATIONS: 4. D) SHGC VALUES (0.40 MAXIMUM). A) SEPARATE INSULATION INSPECTION MAY BE REQUIRED PRIOR TO DRYWALL OR C) DOORS U-FACTORS (0.35 SEPARATING CONDITIONED & UNCONDITIONED SPACE). PROVIDE THE FOLLOWING NOTE ON THE PLANS: E) HEATING & COOLING EQUIPMENT EFFICENCY. B) GLAZING U-FACTORS PER NFRC 100 OR TABLE 1102.2(1) & (2) IECC. A) INSULATION R-VALUES (R-19 CEILING/R-11 WALLS). THE FOLLOWING MUST BE CLEARLY MARKED ON PLANS OR SPECIFICATIONS FOR HVAC AN INSULATION CERTIFICATE MAY BE REQUIERED AT TIME OF FINAL. 5. DUCT INSTALLATION: 1. SOLAR HEAT GIAN COEFFICIENT: MATERIAL AND EQUIPMENT MUST BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS MATERIAL AND EQUIPMENT IDENTIFIED SO COMPLIANCE CAN BE DETERMINED. ALL OPENINGS IN BUILDING ENVELOPE MUST BE SEALED. BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. MATERIALS AND INSULATION INFORMATION: SHGC CANNOT EXCEED 0.40. 1. 2. 3. 1. AIR LEAKAGE: 1. INCLUDING STIRRUPS, TIES AND SPIRALS) EXCEPT AS SHOWN OR NOTED: B WELDED: ASTM A706. WALL INTERIOR FACE: 1". WALL EXTERIOR FACE: 2". PLAIN WIRE FABRIC. FORMED CONCRETE IN CONCTAC WITH EARTH: 2" - #6 REBAR LAP SPLICES IN CONCRETE 36 BAR DIAMETERS. AND LARGER + OR - 1 -1/2" - #5 BAR AND SMALLER. UNIFORMED CONCRETE IN CONTACT WITH EARTH: 3". CONCRETE COVERAGE FOR REINFORCING BARS (TO FACE OF BAR REINFORCING BARS DEFORMED EXCEPT #2 AND WELDED WELDED PLAIN WIRE FABRIC: ASTM A-185. A B C D C ALLOWED IN A 10 FT. LENGHT. REINFORCING OR WITH A CURING COMPOUND APPROVED BY THE ARCHITECT. DETECT HIGH AND LOW SPOTS. A TOLERANCE OF 3/16" WILL BE SLAB FINISH TO BE TESTED WITH A 10 FOOT STRAIGHT EDGE TO #2 AND #3 BARS: ASTM A-615, GRADE 40. ASTM A-615 (60) EXCEPT AS FOLLOWS: A BUILDER PARTICIPATION IN A NATIONALLY RECOGNIZED THIRD PARTY ENCLOSE CONDITIONED SPACE). REQUIEREMENTS FOR THE ENERGY EFFICIENCY IN 2003 IRC/2000 IECC 11 OF CHAPTER 6 IF IECC ARE AS FOLLOWS AND ARE REQUIRED TO BE CLEARLY 2004 IECC SUMMARY OF BASIC REQUIERMENTS FOR DESIGN FOR IRC CHAPER PERCENTAGE OF GLAZING OF THE GROSS AREA OF EXTERIOR WALLS THAT 2000 IECC (BUILDER MUST PROVIDE A CALCULATIONS TO DETERMINATE THE CHAPTER 6 OF THE IECC WHICH INCLUDES THE BASIC REQUIREMENTS OF THE TO DESIGN FROM IECC CHAPTERS 4 OR 5 OR CHAPTER 11 OF THE IRC AND IF THE PERCENT OF GLAZING DOES EXCEED 15%. THE BUILDER MAY CHOOSE ENERGY PROGRAM WIIL BE ACCEPTED AS COMPLIANCE WITH THE ENERGY EFFICIENCY: DEAD LOAD DEFL. - L (FT) / 240 DEFLECTIONS TO THE FOLLOWING: MECHANICAL LOAD LOCATED ANYWHERE ALONG THE SPAN. TRUSSES SHALL BE DESIGNED FOR A 300 LB. CONCENTRATED IN ADDITION TO LOADS SPECIFIED ON THE PLANS, ALL WOOD ALL WOOD TRUSSES SHALL BE DESIGNED TO LIMIT LIVE LOAD DEFL. - L (FT) / 360 TOP PLATE SPLICES: PER DETAIL ENTITLED TYPICAL TOP 713 APPIELD PER MANUFACTURER'S RECOMMENDATIONS. AGGREGATE SIZE: 1 1/2" MAX. FOR FOOTINGS, AND OTHERS MASS SHOWN ON THE STRUCTURAL DRAWINGS MUST BE APPROVED BY THE CONSTRUCTION SHRINKAGE, AND EXPANSION J0INT LOCATIONS NOT NEED BE VIBRATED ONLY AROUND UNDER-FLOOR DUCTS AND OTHER ITEMS EMBEDDED IN THE SLAB, REVIBRATE TOPS OF COLUMNS AND WALL FOUNDATIONS: 3000 P.S.I. (2500 P.S.I. IS USED FOR DESIGN) CAISSONS. CONTACT WITH ALUMINUM. DO NOT TAMP SLABS. STRUCTURAL ENGINEER. CHLORIDES SHALL BE NOT USED. CONCRETE SHALL NOT BE IN NO ADMIXTURES WITHOUT APPROVAL. ADMIXTURES CONTAINING WAIT 48 HOURS BETWEEN ADJACENT CONCRETE CASTINGS. MINIMUM 28 DAY COMPRESSIVE STRENGTH: CONCRETE AND 3/4" MAX. FOR OTHER CONCRETE. SLABS ON GRADE: (2500 P.S.I. IS USED FOR DESIGN) MAXIMUM SLUMP: 4 1/2" FOR REGULAR WEIGHT CONCRETE. MECHANICALLY VIBRATE CONCRETE EXCEPT THAT SLABS ON GRADE ALL PLYWOOD SHALL CONFORM TO U.S. DEPT OF COMMERCE DIAPHRAGM NAILING: (U.O.N.) BEAMS, TRUSSES, AND RELATED BRACING SHALL BE SIZED PREFABRICATED WOOD JOISTS, BEAMS AND TRUSSES JOISTS, ROOF: 8d COMMON AT 6" AT SUPPORTED EDGES. PRODUCT STANDARD PS-1/83 FOR CONSTRUCTION AND LOASD INDICATED ON THE PLANS. INSTALLATION SHALL BE DESIGNS SHALL BE IN ACCORDANCE WITH ALL THE PER MANUFACTURER'S RECOMMENDATIONS, U.O.N. ALL AND DETAILED TO FIT THE DIMENSIONS AND SUPPORT THE 8d COMMON AT 12" IN FIELDS. INDUSTRIAL PLYWOOD. POSTS: DOUGLAS FIR-LARCH, GRADE #1. STUDS: DOUGLAS FIR-LARCH, STUD GRADE, OR GRADE #3. OTHER STRUCTURAL LUMBER: DOUGLAS FIR LARCH GRADE #2. ROOF SHEATHING: 1/2" APA RATED PLYWOOD (OR ORIENTED STRAND BOARD) SHEATHING, 32/16, EXPOSURE 1. STRUCTURAL LUMBER (4x AND LARGER): DOUGLAS FIR-LARCH GRADE #1. SHEATHING: STRUCTURAL LUMBER PLATE SPLICE. SPACING OF CONTRACTION JOINTS AND CONSTRUCTION JOINTS FOR NON-METALLIC GROUT EQUIVALENT TO MASTER BUILDERS' MASTERFLOW GROUT UNDER COLUMN BASE PLATES, ETC.: HIGH STRENGTH, NON-SHRINK, MAXIMUM ASPECT RATIO OF RESULTING PANELS SHALL BE 1.25 TO 1, U.O.N. SLABS ON GRADE SHALL BE 20 FEET MAXIMUM IN EACH DIRECTION AND ALL CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI DESIGN STRENGTH: 2500 PSI FOUNDATIONS: FLOOR SLABS: CONC. WALLS (ABOVE GRADE): CONC. WALLS (BELOW GRADE): SLAB ON GRADE: 2500 PSI 2500 PSI 2500 PSI 2500 PSI CONCRETE ASTM C330 LIGHTWEIGHT AGGREGATE. 301 CONCRETE: PER ASTM C94, READY MIXED CONCRETE. CEMENT: PER ASTM C150, PORTLAND CEMENT, TYPE II AGGREGATE: PER ASTM C33, NORMAL WEIGHT AGGREGATE, OR APPROVED EQUAL, INSTALLED PER MANUFACTURER'S THAN RESPECTIVE DIAMETER OF BOLT. CONCRETE SHALL HAVE DOUBLE STUDS WITH 1/2" DIAMETER BEARING STUD WALLS AND SHEAR WALLS INTERSECTING WITH THE DRAWINGS, AND NOT LESS THAN SHOWN IN THE MINIMUM NAILING OF WOOD MEMBERS SHALL BE AS INDICATED ON BOLT HOLES: PROVIDE HOLE 1/16" LARGER IN DIAMETER RECOMMENDATIONS AND AS NOTED ON THE DRAWINGS. NAILING SCHEDULE. ANCHOR BOLTS AT 24" O.C. BE STAMPED WITH THE APPROPRIATE IDENTIFYING MARK OF DIMENSIONAL LUMBER AND GLUE-LAMINATED PRODUCTS SHALL ALL PLYWOOD, WOOD PRODUCT SHEATHING, LIGHT FRAMING, AN APPROVED INSPECTION AGENCY AND/OR LUMBER LIGHT GAUGE METAL FRAMING CONNECTORS: SIMPSON OR GRADING AGENCY. TIMBER GENERAL REQUIREMENTS 2 STAPLES, 1 3/4" PIPE AND FITTINGS. # KEYNOTE 6d common nail staple 16ga. INSULATION WAS WET SPRAY CELLULOSE. 0.142 INCH OR LESS. ALL FRAMING AND WOOD-BASED SHEATING. TOP AND THE BOTTOM OF THE RUN AND BETWEEN STUDS ALONG GLASS FIBER, OR OTHER APPROVED NON-RIGID MATERIAL. AT OPENINGS BETWEEN ATTIC SPACES AND CHIMNEY CHASES WALLS HAVING PARALLEL OR STAGGERED STUDS FOR SOUND CONTROL, SHALL HAVE FIRE BLOCKS OF MINERAL FIBER OR PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, USE AND IN LINE WITH THE RUN OF STAIRS, IF THE WALLS UNDER IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES, AND SIMILAR OPENINGS WHICH AFFORD A NON-COMBUSTIBLE MATERIALS. FOR FACTORY-BUILT CHIMNEYS. 6. 5. THE STAIRS ARE UNFINISHED. 4. LEVELS, AND AT 1O' FT. INTERVALS BOTHVERTICAL AND HORIZONTAL. AT CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR AND HORIZONTAL SPACES SUCH AS SOFFITS, DROPPED AT ALL INTER-CONNECTIONS BETWEEN CONCEALED VERTICAL IN CONCEALED SPACES BETWEEN STAIR STRINGERS, AT THE FIRE BLOCKING REQUIRED CEILINGS, AND COVE CEILINGS. 2. 3. 1. f SHEATING TO INTERMEDIATE SUPPORTS SHALL BE SPACED 6 INCHES ON CENTER FOR MINIMUM WHEN BASIC WIND SPEED IS GREATER THAN 100 MPH, NAILS FOR ATTACHING PANEL ROOF STRUCTURAL PANEL ROOF SHEATING TO GABLE END WALL FRAMING SHALL BE SPACED 6 FOR REGIONS HAVING BASIC WIND SPEED OF 100 MPH OR LESS, NAILS FOR ATTACHING WOOD MINIMUM 48-INCHE DISTANCE FROM GABLE AND WALLS, IF MEAN ROOF HEIGHTS IS MORE THAN ATTACHING PLAYWOOD AND WOOD STRUCTURAL PANEL ROOF SHEATING TO FRAMING WITHIN FOR REGIONS HABING BASIC WING SPEED OF 110 MPH OR GREATED , 8D DEFORMED NAILS FOR g INCHES ON CENTER. 25 FEET, UP TO 35 FEET MAXIMUM. SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE R602.3(2) FOUR-FOOT-By-8-FOOT OR 4-FOOT-By-9-FOOT PANELS SHALL BE APPLIED VERTICALY. NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE STAPLES ARE 16 GAGE WIRE AND HAVE A MINIMUM 7/16-INCH ON DIAMETER CROWN WIDTH. SPANS ARE 48 INCHES OR GREATER. d e c b OSB BRD. TO BE NAILED AS FOLLOWS: EDGES & 8d NAILS @ 12" O.C. ALONG INTERMEDIATE SUPPORTS WEATHER-RESISTIVE BARRIER SHALL BE INSTALLED OVER MANUFACTURER - APPROVED INSTALLER, AN APPROVED ALL ONE-COAT STUCCO SYSTEM SHALL BE APPLIED BY USE 6d NAILS@ 6" O.C. ALONG PANELS EDGES & 6d NAILS @ 12" O.C. ALONG INTERMEDIATE SUPPORTS EXCEPT @ REAR WALL WHICH SHALL BE NAILED W/8d NAILS @ 4" O.C. ALONG PANEL WESTERN ONE-COAT STUCCO COMPLIANCE PROGRAM APPLIED LOAD OF 1100 LBS PER STUD. USE 3/8" OSB BRD. CDX. INDEX 20/0 2x_ STUDS THROUGOUT INTERIOR SURFACE WAS REGULAR 1/2" GYP-BRD APPLIED STUDS WERE #2 AND BETTER 2"x_ @ 16" O.C. FOR SHEAR STRENGTH. HORIZONTALY TO THE STUDS. 8d common nail STATED. NAILS USED FOR FRAMING AND SHEATING CONNECTIONS SHALL HAVE MINIMUM ALL NAILS ARE SMOOTH-COMMON, BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE FOR SI: 1 INCH=25.4mm, 1 FOOT= 304.8mm, 1 MILE PER HOUR=1.609Km/Hr a 7/8"-1" 1 1/8"-1 1/4" 10d common nail or 8d deformed nail 8d common nail or 8d deformed nail 6 6 12 12 1 3/4" galvanized roofing nail 1 5/8" long; 1 5/8" screws, type W or S 8d common nail staple 16ga. 1 1/2" long; 1 1/4" screws, type W or S SUBFLOOR UNDERLAYMENT TO FRAMING WOOD STRUCTURAL PANELS, COMBINATION 3/4" AND LESS 6d deformed nail or 5/8" gypsum sheating 6 12 3 6 DESIGN WILL REQUIRE MODIFICATIONS TO REFLECT CONDITIONS AT THE ACHIEVE A "PERFECT" SET OF INSTRUMENTS OF SERVICE: AND NO MATTER A DESIGN PROFESSIONAL FOR THE LEVEL OF SERVICE NECESSARY TO AND DESIGN PROFESSIONAL WANTS PLANS AND SPECIFICATIONS TO BE CONSTRUCTION PROCESS IN THE UNITED STATES. WHILE EVERY CLIENT IMPROVE THE OUTCOME. AMBIGUITIES OR DISCREPANCIES SHOULD BE IMMEDIATELY CALLED TO THE ATTENTION OF THE DESIGNER PRIOR TO DESIGN THROUGH THE CONSTRUCTION PROCESS SO THAT CHANGE WILL AND REDESIGN. REASONABLE PRACTICE INVOLVES A CERTAIN LEVEL OF NO ABILITY TO REFINE THE PROJECT PROTOTYPES, DESTRUCTIVE TESTING, CONSTRUCTION SITE. CONSTRUCTION IS NOT MANUFACTURING: THERE IS HOW EXTENSIVE DESIGN SERVICES MAY BE, CERTAIN ASPECTS OF THE FLEXIBILITY IN THE DEVELOPMENT OF A PROJECT AS IT MOVES FROM FINAL SITUATION IS THAT IT IS NOT COST - EFFECTIVE FOR A CLIENT TO PAY CAREFULLY COORDINATED AND UNAMBIGUOUS, THE REALITY OF THE THE USE OF CHANGE ORDERS IS A BASIC ELEMENT OF THE DESIGN AND CHANGE ORDERS # SECTION CUT MARKER SHEET NUMBER SECTION NUMBER SHEET NUMBER # # EDGES INTERMEDIATE SUPPORT I.C.B.O. 3899 1 LAYER OF TYPE 15 ASPHALT - SATURED ORGANIC FELT PAPER I.C.B.O. 4169 OVER 2 LAYERS GRADE "D" BUILDING PAPER OR DENSITY TYPE 2 T&G EXPANDED POLYSTYRENE INSULATION BOARD EXTEROIR SURFACE WAS 3/8" WESTERN ONE KOTE STUCCO SYSTEM I.C.B.O. 3899 OVER K-LATH I.C.B.O. 1254 OVER 1" THICK 1.5 P.C.F. CORNER REINFORCEMENT - K-LATH CORP. KWIK CORNER FOR EXTERIOR ANGLES. LAPPED MINIMUM 6" VERTICAL AND 2" HORIZONTAL. OVER 3/8" PLAYWOOD OVER 2x_ AT 16" O.C. STAGGER JOINTS 1"x1.5 PCF DENSITY 3/8" WESTERN ONE KOTE STUCCO POLYSTYRENE BOARD I.C.B.O. 4169 1"x20 GA. K - LATH I.C.B.O. 1254 2 LAYERS GRADE "D" BUILDING PAPER fiberboard sheating 6d common nail staple 16ga. 1 3/4" galvanized roofing nail 1 1/2" galvanized roofing nail 6d common nail staple 16ga. 1 1/2" galvanized roofing nail 6d common nail staple 16ga. 25/32" structural cellulosic 1/2" gypsum sheating fiberboard sheating 1 3/4" long. 1/2" structural cellulosic fiberboard sheating 1 1/2" long. 1 1/2" long. 3 3 6 6 3 6 8d common nail (roof) 1 1/2" galvanized roofing nail 6d common nail (subfloor, wall) 1 1/8" - 1 1/4" 10d common nail or 10d common nail or 1/2" regular cellulosic OTHER WALL SHEATING 5/16" - 1/2" 19/32" - 1" 8d common nail 12 6 3 6 (INCHES) 6 (INCHES) 6 g 12 g g 12 AND TYPE L BELOW SLAB WITH NO JOINTS. 2"x_ STUDS @ 16" O.C. 2-2"x_ TOP PLATE EXTERIOR WALL DESIGN 1/4" PER FT. MINIMUM SLOPE FOR WASTE LINE. 15. PER 1994 UNIFORM PLUMBING CODE. WASTE AND VENT PIPING SHALL BE SCHED 40 ABS. POTABLE WATER: TYOE "M" HARD COPPER ABOVE SLAB, AND INSTALL ALL REQUIRED PLUMBING ITEMS AND SYSTEMS PLUMBING SUB-CONTRACTOR SHALL DESIGN, CALCULATE TYPE "L" SOFT COPPER BELOW SLAB. WATER SUPPLY LINES SHALL BE TYPE K COPPER 14. 12. 13. 27. 2" PLANKS 2-16d at each bearing TO FRAMING, AND PARTICLEBOARD WALL SHEATING TO FRAMING WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF AND WALL SHEATING BUILDING ELEMENTS DESCRIPTION OF DESCRIPTION OF FASTENER VALLEY OR HIP RAFTERS: RAFTER TIES TO RAFTERS. FACE ROOF RAFTERS TO RIDGE, 29. FACE NAIL TOE NAIL 28. SPACING FASTERNERS 3-16d 3-8d 4-16d 1" x 8" SHEATHING TO EACH BEARING, FACE NAIL TWO NAILS AT ENDS AND AT EACH SPLICE. AT TOP AND BOTTOM AND STAGGERED. NAIL EACH LAYER AS FOLLOWS: 32" O.C. 25. BUILT-UP CORNER STUDS 2- INCH LAMBER LAYER. BUILT-UP GIRDER AND BEAMS 26. TO EACH BEARING, FACE NAIL WIDER THAN 1" x 8" SHEATHING 24. 23. 10d @ 24" O.C. 10d 4 STAPLES, 1 3/4" 3 STAPLES, 1 3/4" 3-8d 2-8d DETAIL NUMBER 10. DOUBLE TOP PLATE, MINIMUM 24" INCH OFFSET 8-16d = 6. 2WCO TWO WAY CLEAN OUT DRAIN WASTE & VENT: IAPMO APPROVED ABS OR PVC SHOWER HEADS - 2.75 GALLONS PER MINUTE MAX. LAVATORY SINK FAUCETS - 3 GALLONS PER MINUTE MAX. HOT WATER SHALL BE THE LEFT FITTING ON ALL FAUCETS. FLUSH VALVES - 3.5 GALLONS PER FLUSH MAX. URINALS - 1.5 GALLONS PER FLUSH MAX. GRAVITY - 1.6 GALLONS PER FLUSH MAX. 11. WATER CLOSETS PLUMBING FIXTURES 10. WALL CLEAN OUT VENT TO ROOF SHUT OFF VALVE EACH CLEAN OUT SHALL BE READILY ACCESSIBLE AND SO LOCATED AS TO SERVE IT IS INTENDED PURPOSE. WATER PIPING SHALL BE MINIMUM 12" BELOW GREDE. ALL SURFACE CLEAN OUT SHALL EXTENDED TO GRADE 7. 8. 9. C0 VTR SOF = = = 3-8d 16. CEILING JOISTS TO PLATE, TOE NAIL 1" x 6" SHEATHING TO EACH BEARING, FACE NAIL FACE NAIL RAFTER TO PLATE, TOE NAIL 1" BRACE TO EACH STUD AND 21. 20. 22. PLATE, FACE NAIL CEILING JOISTS, LAPS OVER PARTITIONS, CONTINUOUS HEADER TO STUD, TOE NAIL CEILING JOISTS TO PARALLEL RAFTERS, 19. 18. 17. FACE NAIL 2 STAPLES, 1 3/4" 2-8d 2-8d 2-16d 4-8d 3-10d 3-10d BUILT-UP HEADER, TWO PIECES WITH 1/2" SPACER 13. INTERSECTIONS FACE NAIL TOP PLATES,LAPS AT CORNERS AND CONTINUED HEADER, TWO PIECES 15. 14. TO TOP PLATE, TOE NAIL RIM JOIST TO TOP PLATE, TEO NAIL OF THE JOINTS, FACE NAIL IN LAPPED AREA BLOCKING BETWEEN JOISTS OR RAFTERS 12. 11. 2-10d 16d 16" O.C. ALONG EACH EDGE ALONG EACH EDGE 16d 16" O.C. 8d @ 6" O.C. 3-8d ALL THE PLUMBING WORK SHALL BE INSTALLED PER UPC 1994 BUILDING IS A SINGLE STORY. ALL HOSE BIBS (HB) ARE 1/2" W/ VACUUM BREAKERS. ALL FIXTURES APPLIANCE AND APPLIRTENANCES SHALL SLOPE ALL SEWER @ 2% ( 1/4" PER FOOT) WITH STATE AMENDMENTS & IRC 2003 CHAPTER 29. HAVE SHUT-OFF VALVES. 4. 5. 3. 2. PLUMBING CONTRACTOR TO VERIFY THAT THE FINISH FLOOR FLOOR ELEVATION IS A MINIMUM OF 1' ABOVE THE RIM OF THE UPSTREAM MANHOLE PRIOR TO ANY CONSTRUCTION TO ENSURE THAT BACKWATER VALVES ARE NOT REQUIRED NOTIFY ENGINEER IF REQUIRED. 1. PLUMBING 2-16d 6. STUD TO SOLE PLATE TOE NAIL AT BRACED WALL PANELS DOUBLE STUDS, FACE NAIL SOLE PLATE TO JOIST OR BLOCKING DOUBLED TOP PLATES, FACE NAIL 9. 7. 8. BLIND AND FACE NAIL 2" SUBLFOOR TO JOIST OR GIRDER, SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL TOP PLATE TO STUD, END NAIL 3. 4. 5. 3-8d, or 2-16d 3-16d @ 16" o.c. 10d @ 24" o.c. 10d @ 24" o.c. 16d at 16" o.c. 2-16d (INTERNATIONAL RESIDENTIAL CODE TABLE R602.3) MINIMUM NAILING SCHEDULE DESCRIPTION OF BUILDING ELEMENTS LESS TO EACH JOIST, FACE NAIL. 1" X 6" (25MM X 152MM) SUBFLOOR OR JOIST TO SILL OR GIRDER, TOENAIL 1. 2. # & TYPE OF FASTERNER 2-STAPLES, 1 -3/4" 3-8d 2-8d ALL AS AMENDED PER THE MARICOPA COUNTY 1994 UPC (UNIFOR PLUMBING CODE) NOT AMENDED. LOCAL ADDITIONS AND ADDENDA. 2003 IBC (INTERNATIONAL BUILDING CODE) 2003 IMC (INTERNATIONAL MECHANICAL CODE) 2003 IRC (INTERNATIONAL RESIDENTIAL CODE) 2005 NEC (NATIONAL ELECTRIC CODE) Codes NOTES & SPECIFICATIONS GENERAL NOTES SHEET REVISIONS 1 3 2 GENERAL NOTES MDJ " A COMPLETE BUILDING SERVICE " Tel (602) 248-2846 & BID FOR AVOID MISTAKES. BEFORE TO THE CONSTRUCTION CUSTOM CONSTRUCTION, INC. 3001 W INDIAN SCHOOL #311 Phoenix, Arizona 85017 GENERAL NOTE FOR AVOID MISTAKES ON THE CONSTRUCTION PERIOD ANY READ & CHECK ALL PLANS BEFORE PROCEEDING WITH WORK. CONTRACTOR IN WRITING TO THE OWNER AND GENERAL ANY PLAN, SHALL BE REPORTED DISCREPANCIES BETWEEN PROJECT No DATE SCALE DRAWN BY AS INDICATED SHEET CONTENTS GN VICINITY MAP N.T.S SECTION 28 T1N R3E OWNER: BUILDING DATA: PARCEL #: PARCEL #: BUILDING SETBACKS ADDRESS: ZONING: MAXIMUM LOT COVERAGE: MAXIMUM BUILDING HEIGHT: HOME INFO. NEW HOUSE = LOT AREA = (MAXIMUN LOT COVERAGE): LOT COVERAGE = 45.00 % 912 E ROESER RD PHOENIX, AZ. 85040 2,269.00 SQ.FT RAMON HERNANDEZ 9,280.00 SQ.FT FRONT REAR SIDES R-3 3.00'/10.00' : 24.45 % 45% 30.00' 15.00' 25.00' : : OLD #113-50-002 T2 NEW # NOT YET ASSIGNED 912 E ROESER RD PHOENIX, AZ. 85040 "HERNANDEZ RAMON PROJECT " E06-0230 ENE 06 L.D.A. site This ROESER ROAD 9TH STREET 10TH STREET STREET 11TH STREET CHIPMAN RD

Language	English
Drawing Type	Full Project
Category	House
Additional Screenshots
File Type	dwg
Materials	Aluminum, Concrete, Glass, Masonry, Steel, Wood, Other, N/A
Measurement Units	Imperial
Footprint Area
Building Features	A/C, Pool, Fireplace, Garage, Garden / Park, Deck / Patio, Parking
Tags	apartamento, apartment, appartement, aufenthalt, autocad, casa, chalet, city, dwelling unit, DWG, full, haus, house, Housing, logement, maison, plant, Project, residên, residence, standard, unidade de moradia, villa, wohnung, wohnung einheit