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Home My WebLink AboutSheet 11 r 0 o H � u- <t o Y Lti F- 0 tL 0 c 0 SQ9J� PR OMEN-- SPAC -�- QAJIM6N- -A 865'x- yr'` _ Fogy' apt 1 % ,� v Q '51'34",-/W �6 IRON IN FOUND 9 5 8 � tv agr0 29' WEST OF FENCE 1. (mil D \ \� A169. cn �1-862 CA 194 N l 5 paPp�O la ZONED S -1 C3 co) Qn N� V 1661 ' oR g I 'kzit ti/ lo, 0 f .Ly t 1 �7 t iJN4i� o � EGO q 47 c, l 1l •o V An KH6 IHSN1 h. i0 1�ptp 0 o ld3(3 S301A.saapo� }00'1 pue SIG, t n Q 1{ y� / ,, t -_rld ce o11b'?.q S suon4En$ai tt4.'..(,I�.S C. .. ..'' NOIlonulSN0 \ 0�' 1. a A IT It 0 11 O W Q LO 1 i 56 94P�0 0 ~ p Z ryw N Qa W I 0 a � z z \ �¢ w Q { L Li 0 Z 0 �Uo I ' ' f f S LA T CAL SSD STUB FROWN CAT BASIN TO EACH/LOT f cl /aL f co r � \ aD I �Pp ul 1 \� \\ • i c i \ \; pR, i j UPON \ X SITE PLAN SCALE 1 "= 30' -0" GENERAL NOTES: 1) MATERIAL SPECIFICATION: CONCRETE - fe = 2500 p.s.i. REINF. STEEL - A-615, Fy = 40 k.sl ANCHOR BOLTS - ASTM A 307 grd. A Fy = 33 k.s.i. HORIZONTAL JOINT REINFORCING - ASTM - A - 82 - 70. WELDS - E - 70 LOW DEGREE HYDROGEN ROD, MASONRY UNITS - GRADE'N', fe =1350 p4.1. MORTAR - TYPE'S', fe =1800 p.s,i. GROUT - SECTION 2403 (S), fe = 2000 pal. a) 1 PART PORTLAND CEMENT T02-1/2T03 PARTS SAND & 1110 PART HYDRATED LIME. b) 2 PARTS MAY BE ADDED TO ABOVE. WOOD GENERAL: ALL STRESS GRADE LUMBER CONSTRUCTION SHALL COMPLY WITH UBC STANDARDS. ALL LUMBER, EACH PIECE, SHALL BEAR THE GRADE STAMP OF A GRADING RULES AGENCY APPROVED BY THE AMERICAN LUMBER STANDARDS COMMITTEE. REGARDLESS OF REQUIRED GRADE STAMP AND CERTIFICATIONS, ALL LUMBER, EACH PIECE IN, IN PLACE IN THE STRUCTURE SHALL BE OF THE ORIGINAL GRADE SPECIFIED OR BETTER WHEN INSPECTED BY A GRADING AGENCY APPROVED BY THE AIAS. GRADE LOSS RESULTING FROM EFFECTS OF WEATHERING HANDLING; STORAGE, RESAWING; OR DIVIDING LENGTHS; WILL BE CAUSE FOR REJECTION. LUMBER: WEST COAST DOUGLAS FIR. POST AND 6X BEAMS: FREE OF HEART CENTERS, SELECT STRUCTURAL. BUILT -UP BEAMS AND 4X JOIST: NO.1. ALL OTHER STRUCTURAL FRAMING LUMBER NO.2 OR BETTER. DOUBLE UP FLOOR JOISTS UNDER PARTITIONS, PROVIDE METAL OR 1X3 WOOD CROSS BRIDGING @ 8' -011 MAXIMUM WHEN JOIST DEPTH EXCEEDS 10 ". PROVIDE 7 SOLID BLOCKING AT SUPPORTS. DOUBLE UP STUDS AT JAMBS OF OPENINGS UP TO V -011. PROVIDE TRIPLE STUDS AT LARGER OPENINGS. PROVIDE HORIZONTAL BLOCKING @ 4' -0" VERTICALLY, STAGGERED IN ALL BEARING WALLS, FOR OPENINGS UP TO 8' -0 ", PROVIDE TWO 2X, THREE 2X LINTEL, NOMINAL, DEPTH IN INCHES TO BE EQUAL OR GREATER THEN TWICE THE OPENING WIDTH IN FEET, SEE MECHANICAL AND ARCHITECTURAL DRAWINGS FOR SPREADERS, METAL CURBS, OR STAND TO SUPPORT MPE EQUIPMENT FROM PURLINS,BEAMS OR SUFFICIENT NUMBER OF JOISTS, GLU -LAM BEAMS: WEST COAST DOUGLAS FIR WITH 24F - VS COMBINATION STRESS GRADE, MATERIALS MANUFACTURE AND QUALITY CONTROL PER PS56 73, EXCEPT THAT THE MOISTURE CONTENT AT THE TIME OF MANUFACTURE SHALL NOT EXCEED 11 PERCENT. FABRICATION AND HANDLING BY AITC LICENSED FABRICATOR, PER LATEST AITC STANDARDS. BEAMS TO BEAR AITC QUALITY MARK. USE WET SERVICE CONDITION ADHESIVE, CAMBER = U300 WHERE L = SPAN. BEAMS TO BE ARCHITECTURAL, INDUSTRIAL APPEARANCE GRADE INDIVIDUALLY OR LOAD WRAPPED. SEAL SURFACES WITH SEALER COAT. M GENERAL NOTES (CONTINUED): PLYWOOD SHEATHING: CD EXTERIOR, PS 1- 83. 112" 32116,5/r 42120, 314" TONGUE AND GROOVE 48124, 318" 2410,518! TONGUE AND GROOVE COMBINATION SUBFLOOR UNDERPAYMENT, GROUP 1. LAY UP PLYWOOD WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, STAGGER JOINTS. CONNECTIONS: ALL FRAMED CONNECTIONS SHALL BE MADE WITH FRAMING EACH SIDE, JOIST HANGERS, SEATS AND CAPS, BY SIMPSON OR APPROVED EQUAL, APPROPRIATE FOR THE MEMBER. FOR UPLIFT AND DOWNWARDS LOADS, IN ACCORDANCE THE CURRENT KB0 REPORTS, FOR NANJING SCHEDULE- SEE TABLE 25 - Q OF THE UNIFORM BUILDING CODE, FIELD DRILL ALL HOLES FOR PROPER MATCHING AND BEARING, PROVIDE CUT WASHERS AT BOLTS IN WOOD. PRE DRILL ALL HOLES FOR NAILS LARGER THAN 20d. FASTEN PLYWOOD WITH 8d COMMON OR A 31. X 2" P - NAILS OR NO.13 GAGE X 1.112" LONG STAPLES WITH MINIMUM 7116'0.C. CROWN. STAPLES AND P - NAILS SHALL BE INSTALLED PER NEAR - 272, FASTENERS SPACING SHALL BE 6" AT EDGE AND 12" AT INTERMEDIATE SUPPORTS INCLUDING EACH OF ANY MULTIPLE MEMBERS, EXCEPT THAT THE SPACING SHALL NOT EXCEED 10' ON FLOOR MINIMUM EDGE DISTANCE 30. IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ROOF TILE - I.C.B.O. #2093P OR EQUAL FIREPLACE - I.C.B.O. #2301(SUPERK)R) SKYLIGHTS - I.C.B.O. #1993 STUCCO SYSTEM - DRYVNT OR EQUAL. SANDBLAST FINISH. STYROFOAM MLDGS - "ROYLITE FOAM FACADES" BY HENRY PRODUCTS, OR EQUAL. 2) SOLDER AND FLUX HAVING A LEAD CONTENT IN EXCESS OF 21101h OF 1% SHALL NOT BE USED IN THE INSTALLATION OR REPAIR OF ANY PLUMBING IN RESIDENTIAL OR NONRESIDENTIAL FACILITIES PROVIDING WATER FOR HUMAN CONSUMPTION CONNECTED TO A PUBLIC WATER SYSTEM. 3) CONTRACTOR SHALL COMPLY WITH ALL LOCAL CODES AND ORDINANCES. 4) CONTRACTOR SHALL BE RESPONSIBLE FOR INCLUSION ANY ITEMS REQUIRED BY CODE NOT SHOWN ON PLANS. 5) FINISH GRADE SHALL SLOPE 5% FOR A DISTANCE OF 5 TO APPROVED WATER DISPOSAL AREA. �r I. , N...., 77171%"�EL, INC. 17333 V!rjs iald > ;oad, Suite 1 Westfield, Indiana 46074 (317) 896 -5501 SUPPLIER INFORMATION PRECAST CONCRETE DETAILS- STUCCO SYSTEM - CONCRETE DESGM, INC. DRYVIT SYSTEMS, INC. 2940 S. PALO VERDE ONE ENERGY WAY TUCSON, AZ- 85713 WEST WARWICK, R.I.02893 PHONE (800) 279 -2278 PHONE (800) 556 -7752 FAX (602) 624-3420 FAX (401) 822.4100 URETHANE DETAILS- STYROFOAM DETAILS - NESCO MFG., INC. HENRY PRODUCTS 1510 W. DRAKE 302 SOUTH 23rd AVENUE TEMPE, AZ. 85283 PHOENIX, AZ. 85009 PHONE (602) 756 -6675 PHONE (800) 526.5533 FAX (602) 756.6649 FAX (602) 254 -2325 DRYWALL CORNER BEAD (ROUND) DETAILS- GLASS BLOCK - FLANNERY, INC. PITTSBURGH CORNING CORP. 13291 PAXTON STREET 800 PRESQUE ISLE DRIVE PACOIMA, CA P1331 PITTSBURGH, PA. 15239 PHONE (818) 899.5557 PC GlassBiock PRODUCT HOTLINE FAX (818) 890 -4906 PHONE (800) 992 -5769 ROOF TILES- STONE FOUNTAIN - VANDE HEY - RALEIGH dESANTANA HAND CARVED STONE 1655 BOHM DRIVE 3111 E. MCDOWELL LITTLE CHUTE, W. 54140 PHOENIX, AZ. 85008 PHONE (414) 766 -1181 PHONE (602) 231.0971 FAX (414) 7666122 FAX (602) 225.9890 TYPICAL NOTES - ROOF PLAN A) ALL ROOF AREAS TO BE FLAT CONCRETE TILE ON 301, FELT ON 518" C.D.X. PLYWOOD SHEATHING, UNLESS OTHERWISE NOTED BY MANUFACTURER. B) FLASH ALL HIPS, VALLEYS, RIDGES, WALL TO ROOF, CHIMNEY AND SADDLE CONDITIONS WITH 26 GA. GI METAL FLASHING. C) ROOF ATTIC VENTILATION SHALL MEET LOCAL CODE AND ORDINANCES. 0 ROOF PLAN KEYED NOTES 8030) SCREENED ROOF VENT, 8059) CHIMNEY ABOVE ROOF B081) SADDLE & FLASH. B083) DOTTED LINE INDICATES WALL BELOW. 8104) CONCRETE TILE - SEE TYPICAL NOTES. 8107) STUCCO SYSTEM - SEE TYPICAL NOTES. PROJECT AREA HEATED AREA: LIVABLE LOWER LEVEL 3,051 SQ, FT. FIRST FLOOR - 6,371 SQ. FT, SECOND FLOOR 3j 630 SO, FT. LIVABLE SUB -TOTAL /3.,o75- $0. FT. GARAGES 3A LOWER LEVEL FLOOR PLAN ( DIMENSIONED) MAIN GARAGE FIRST FLOOR PLAN ( NOTED) 1949 SQ. FT. V. A D PLAW B104) CONCRETE SHINGLES - SEE TYPICAL NOTES. B105) COPPER FINISH ROOF; PRE ANTIQUED. B106) STUCCO SYSTEM - SEE TYPICAL NOTES. B107) "FLAT" -ROOF WIELASTOMERIC OR PAINT FINISH. SEE TYPICAL NOTES B108) MTL. GUTTER, B109) DOWNSPOUT - PROVIDE SPLASHBLOCK AT GRADE. BI 10) DOWNSPOUT - TO GUTTER BELOW. 8111) DOWNSPOUT THRU SLEEVE IN DECK BELOW TO GRADE, B150) "DECKGARW SURFACE ON 314" COX PLYWOOD, PITCH TO DRAIN. 8151) DECK BELOW - ELASTOMERIC SURFACE ON 314" COX PLYWOOD. - PITCH TO DRAIN. V SHEET INDEX SIT NO DESCRIPTION 1 SITE PLAN, ROOF PLAN, GENERAL NOTES, PROJECT DATA 1A HARDSCAPEPLAN 2 FOUNDATION PLAN 3 LOWER LEVEL FLOOR PLAN ( NOTED) 3A LOWER LEVEL FLOOR PLAN ( DIMENSIONED) 4 FIRST FLOOR PLAN ( NOTED) 4A FIRST FLOOR PLAN (DIMENSIONED) 48 FIRST FLOOR PLAN (FRAMING) 5 SECOND FLOOR PLAN (NOTED & DIMENSIONED) 5A SECOND FLOOR PLAN (FRAMING) 6 ROOF FRAMING PLAN 6A TRUSS PROFILES 7 BUILDING SECTIONS 7A BUILDING SECTIONS, FIREPLACE DETAILS 8 EXTERIOR ELEVATIONS AND DOORIWINDOW SCHEDULE 9 INTERIOR ELEVATIONS D1 DETAIL SHEET D2 DETAIL SHEET ME1 LOWER LEVEL ELECTRICAL PLAN ME2 FIRST FLOOR ELECTRICAL PLAN ME3 SECOND FLOOR ELECTRICAL PLAN O U r `W �" I 00 co i 0 U Lo i..L. Lo . . Q co N `t m J ocn 0 0 NN M Q� U 0o i J c:) _! 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