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Home My WebLink About39232-z 1 IIS h � � RCNI'CECI'UR N / F NEW-8'Diameter x 4'Dee ININIZINICR U S.32�=5p..E. Leaching Pool. p Land of DIRCK „E, E„Eo „„ R ROOSEVELT N 1 5 O : N ftoft '..... _ ..._ 53.1 ..._ ...... q NEW 15'x 32' GARAGE ADDITION -8. I W/Shed Roof. -mumZ ] O W F 52.3' D � CR O ~ 51.5' W ! `off 3 W t7 W� ZZ W EXISTING GRAVEL O Y 1i Q DRIVEWAY I 9 Q � _ G NC I I CL Q N O G NEW-Gutter&Leader with 6”Diameter Pipe to Leaching Pool. � � 3 j oz z � > Ho Q Q o r NW z L6OC V Is W W J U W Z W Q Z 0 DRAINAGE CALCULATIONS Z y Q Qcc o 'a J W U. LL a zUj J a NEW ADDITION+/-444 S.F. Z W z Q V ' 444 x 2/12= 75 C.F. ' _ 75 C.F. 42 C.F./V.F. = 1.8 V.F. W (O F N — jQ a USE 1 -8'Dia.x 4'deep d O I LEACHING POOL N N NOTE: u w <`! q THIS SITE PLAN WAS TAKEN ,<<G �O ARCyi H N D1 Co FROM A SURVEY PREPARED BY iu THE OFFICE OF John Metzger, Q c rZ PECONIC SURVEYORS Dated 1/19/12 3 wT 3 00) Site Area = 60,957 Sq. Ft. N , o U) ° a �l�lo• �r,� °m Z S.40'00'10"E. J 293.74' KING STREET ya ,SITE PLAN Drawing: s Pi Scale: 1" = 30.00' O Sheet#_1_,f 3 COMPLIANCE WITH CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA-RESIDENTIAL COODE OF NEW YORK STATE - , ■ Ground Wind Scismic Weathering Frost Termites Decay Winter Ice Shield Flood Snow Speed Design Line Design Underlayment Hazards RCHITECTUR Load (MPH) Catagory Depth Temp. Required 45 PSF 120 B Severe 36" Moderate Slight. 17 F Yes N/A JAMES R.RICHTER -Heavy Moderate aee�-re"ro,."enrtu-r ' COMPLIANCE WITH CODE BY USING W.F.C.M.WOOD FRAME CONSTRUCTION MANUAL 1995 EDITION USING PRESCRIPTIVE �Q DESIGN METHOD. USE Z'DIAMETER x 12"-"J' BOLT @ 4'-0"O.C. into FOUNDATION WITH 4"x 4"x 5/8" Qy B.P.PLATE OVER SILL PLATE. USE 1-1/4"x 20 GAGE STRAPS @ EACH JOINT,SILL PLATE TO WALL STUDS,WALL STUDS TO TOP PLATE TO ROOF RAFTERS AND OVER HIP&LEDGER AT EACH RAFTER. NAILING SCHEDULE-MINIMUMS-AF&PA WFCM REFERENCE (NOT INCLUDING UPLIFT&HOLD DOWN CONNECTIONS Z DESCRIPTION-GALV.COMMON NAILS #NAILS NAIL SPACING W ROOF/CEILING: 6 ROOFING NAILS PER SHINGLE , In r4A o ROOFING SHINGLES 8d 6"O.C.EDGE,12"O.C.FIELD .9 a0, (rtQtJ� F STRUCTURAL SHEATHING-INTERIOR ZONE 8d 6"O.C.EDGE,12"O.C.FIELD ',` o NA O - I STRUCTURAL SHEATHING-4'PERIMETER ZONE 8d 6"O.C.EDGE, 6"O.C.FIELD �F NAV W a FA Z m 120 mph - SHEATHING - 4'PERIMETER ZONE 8d 6"O.C.EDGE, 6"O.C.FIELDCD F44 Z SHEATHING @ FLUSH AND FLYING GABLES 8d 4"O.C.EDGE, 4"O.C.FIELD D Q W Y c 120 mph-@ FLUSH AND FLYING GABLES 3-8d PER RAFTER 322-0" a in o lit N Cc RAFTER/TOP PLATE(toe nailed) 3-8d PER JOIST a Q tY O CEILING JOIST/PARALLEL RAFTER(face nailed) 3-16d EACH LAP IF C.J.NOT ON PLATE 0 CEILING JOIST LAP AT PARTITION(face nailed) 3-16d EACH LAP 6 COLLAR TIE TO RAFTER(face nailed) 2-10d PER TIE 3-10d REQ @ 120 mph Zone 2'-0- 4'-0- 4'-0" 4'-0" 4'-0- 4--0' 4'-0" _ 4'-_0_"_ 2--0- BLOCKING '-0"BLOCKING TO RAFTER(face nailed) 2-8d EACH END RIM(fascia)TO RAFTER(end nailed) 2-16d EACH END ' GYPSUM BOARD-.CEILING 5d cool 7"O.C.EDGE,10"O.C.FIELD 12 I I I i 12" WALL: GYPSUM BOARD-WALL 5d cool 7"O.C.EDGE,10"O.C.FIELD 4" STRUCTURAL SHEATHING- 8d 6"O.C.EDGE,12"O.C.FIELD TOP PLATE TO TOP PLATE(face nailed) 2-16d PER FOOT TOP PLATE AT INTERSECTIONS(face nailed) 4-16d JOINTS-EACH SIDE Ia STUD TO STUD(face nailed) 2-16d 24"O.C. HEADER TO HEADER(face nailed) 16d 16"O.C.ALONG EDGES � - TOP/BOTTOM PLATE TO STUD(end nailed) 16d PER STUD TOP/BOTTOM PLATE TO STUD(toe nailed) 2-10d PER STUD I BOTTOM PLATE TO FLOOR JOIST/RIM. 2-16d PER FOOT FLOOR: p STRUCTURAL T&G SUBFLOOR-GLUED& 8d 6"O.C.EDGE,12"O.C.FIELD `\ JOIST TO SILL/PLATE/GIRDER(toe nailed) 4-SdPER JOIST \ 5/8"ASTM 307 GRADE 60 THREADED L ANCHOR > BRIDGING TO JOIST(toe nailed) 2-8d EACH END BOLTS AT 48"O.C. BLOCKING TO JOIST(toe nailed) 2-8d EACH END BLOCKING TO SILL OR TOP PLATE(toe nailed) 3-16d EACH BLOCK 61 'r \ LEDGER STRIP TO BEAM(face nailed) 3-16d EACH JOIST JOIST ON LEDGER TO BEAM(toe nailed) 3-8d PER JOIST 12" -3,000 PSI CONCRETE FOUNDATION. N BAND JOIST TO JOIST(end nailed) 3-16d PER JOIST C N M BAND JOIST TO SILL/PLATE(toe nailed) 2-16d PER FOOT 1-JOISTS IF APPLICABLE TO BE IN CONFORMANCE o I \ oaC U N C + WITH MANUFACTURERS INSTRUCTIONS. In L6U u �\ Oto N •' 0 3 y�4 UN-EXCAVATED SLAB ON GRADE x = O v ! � A r 2x10 ROOF RAFTER \ O h C o @ 16"O.C. \ N 2x10 LEDGER -- EXISTING GARAGE FOUNDATION Z Z W I A � dZ FOUNDATION / ROOF FRAMING P F A N Drawing: Scale: 1/4"= 1'-0" Al 0 11e #-i--a 3 METAL FLASHING 2x10 ANCHOR PLATE CONTINUOUS ��\ � �.•� RCHITECLIIR + 2x10 ANCHOR PLATE CONTINUOUS BEHIND BEHIND EXISTING STUDS WM EXISTING STUDS With 112"Dia.CARRAGE BOLT @ 24"O.C. 1/2'Dia.CARRAGE BOLT 024-O.C- JOESS RICHTER ccrnERE.o.�Rn�rtrcr G. f..mMs ROOf RAFiEN t - PROVIDE METAL STRAPING FROM ROOF EXISTING GARAGE WALL RAFTERS TO LEDGER O GARAGE WALL- TO ALLTO REMAIN 4-Sd COMMON NAILS IN EACH END OF ��0• �� 1-}'x 20 Ga.STRAP 16^O.C. 9 METAL FLASHING 2,10 ROOF RAFTER 1116"O-C- CEDAR ROOF SHINGLES ON ne 1x3 LATH TO MATCH EXISTING — ROOF 2x10 RAFTERS @ 16'O.C. Z Roof C) g N 72 12"OVERHANG WITH WINDOW/DOOR HEADER STRAP AT JACK STUD: D: 1 4 SOFFIT 8 FASCIA TO AT EACH JACK STUD USE 4.8d COMMON Q H W O MATCH EXISTING METAL JOIST MANGER NAILS IN EACH END OF 1-}'x20 Ga.STRAP AND USP MP4F OR SIMPSON STP4 PLATE AT Gig t7 ; _ 2-2x10 LEDGER SILL TO BAND JOIST. _ W IL Z Z ROOF RAFTERS TO LEDGER 0 GARAGE WALL 9 Q 1�IJ EXISTING GARAGE WALL • 10 G 2-2x10 LEDGER TOP OF TO REMAIN n Io m PLATE 4-Sd COMMON NAILS IN EACH END OF O N 1--r x 20 Ga.STRAP 16'O.C. 6 Q (4O METAL JOIST HANGER AT EACH ROOF RAFTER. P a 6 2-2x6 TOP PLATE ROOF RAFTERS TO WALL STUDS S E C T 1 0 N D E T A I L 4-Sd COMMON NAILS IN EACH END NEW SIDING TO MATCH EXISTING ON OF 1-}"x 20 Ga.STRAP 16'O.C.OR Y TVEK ON 7/16-APA PLYWOOD Scale: 1/4"=1'-0" USP RT10 OR SIMPSON LTS16- NAILS PER MANUFACTURER. SHEATHING. ' C 2x6STUDS @16"o.c. STUDS TO SILL PLATE 6 FOUNDATION 4•Bd COMMON NAILS IN EACH END SEE SECTION DETAIL FOR OF 1-}"x 20 Ga.STRAP 016'O.C. BEARING PLATE DETAILS WRAP UNDER SILL OR USE USP MP4F OR SHEET A-2. SIMPSON LTP4 PLATE 3Z'O.C. 5/8'ANCHOR BOLTS O 48'O.C.WITH 3-x 1/2' PREMOLDED EXPANSION JOINT 3'SLOTTED SQUARE WASHERS- . USP/SIMPSON LOPS 518'. TOP OF ALL STRAPPING TO BE Top of New Concrete Floor Slab FOUNDATION t GALVANIZED ASTM GRADE 33 W to ALIGN WITH Existing Garage Floor -E co MINIMUM.Trpkal 0) 4' -3,000 PSI CONCRETE SLAB ON GRADE. HOLD DOWN, SHEAR CONNECTION + CRITICAL LOAD PATH Dpi i _ C ALL CONNECTIONS SHALL COMPLY WITH 5/8'ASTM 307 GRADE 60 THREADED L ANCHOR NY STATE BUILDING CODE CHAPEER S 2304.9.6 BOLTS AT 48"O.C. o N Q 12' -3,000 PSI CONCRETE FOUNDATION. V ® O t 2 x 6 STUDS 1316'o.c. N y N ..s~ .. O X O R (\� (\` (\ TYPICAL- NEW SIDING TO MATCH to r C I \ 0 S S S E C T I 0 N D E T A I L 518'BEN-RBPS' EXISTING ON TWED ON �F C4 5/8^BEARING 7116'APA PLYWOOD (I) N Q' A PLATE SHEATHING. 3 1 Scale: 1/4"=1'-0" aO 2.2 X 8 TREATED PLATE ON SILL SEAL O Top ofNaw Concrete Slab to ALIGN WITH Existirq - GRADE I.- Garage Garage Floor a U O W O 4- -3,000 PSI CONCRETE SLAB ON GRADE R402.2 CONCRETE MATERIALS USED TO PRODUCE CONCRETE AND TESTING THEREOF SHALL COMPLY WITH THE E LISTED 1 CI 1157. REINFORCING STEEL AND INSTALLATION TO BE IN APPLICABLE STANDARDS LI N A 318 OR ASTM C t� 1/2^ PREMOLDED EXPANSION JOINT E �Y CONFORMANCE WITH ACI 318. ANCHOR BOLTS TO BE IN COMFORMANCE WITH ASTM 307. a� N MINIMUM CONCRETE COMPRESSIVE STRENGTH: 3,000 PSI @28 DAYS. CONCRETE AT CRAWL SPACE FOUNDATION 5/8-ASTM 307 GRADE 60 THREADED L ANCHOR i OJ y WALLS,EXTERIOR WALLS,PORCHES,STEPS AND GARAGE SLABS IS TO BE AIR ENTRAINED IN CONFORMANCE WITH BOLTS AT 48"O.C. a� r• W « ACI 318. NORMAL SLUMP:WALLS 6,SLAB 5. ; Q 1- I R403 CONCRETE FOOTINGS SHALL BE SUPPORTED ON UNDISTURBED NATURAL SOILS. ALL EXTERIOR FOOTINGS _ 12" -3,000 P51 CONCRETE FOUNDATION. W W O IIS SHALL BE PLACED AT LEAST 3'-0"MINIMUM BELOW GRADE. THE TOP SURFACE OF FOOTINGS SHALL BE LEVEL. - U) CHANGES IN ELEVATIONS AND ADJACENT SLOPE REQUIREMENTS SHALL BE IN CONFORMANCE WITH R403,R404.1 CE FOUNDATION WALLS SHALL BE CONSTRUCTED AS SET FORTH IN ON R404 AND ACI BACKFILLSHALEL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENT STTRENGT AND HASI11.BEEN r 0 U N D A T 1 0 N S E C T 1 0 N D E T A I L Drawing: ANCHORED TO THE FLOOR ABOVE,OR HAS BEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE BY THE BACKFILL. A2 Scale: NTS 0 Sheet p 3 at ]