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2003-568 (2) 8 ❑ 1'-9❑1/2" F 1'-9/2" 11'-88 1/2" 11+-88 1/2" co 9'-5" SECOND \ \ TOP PLATE i` co "� 1` co H ❑2 1 TOP 'PLATE ND 14+-0" SECOND TOP PLATE 10'-0" SECOND TOP PLATE 3 1/z" � � 9'-7W 2" � 1 -8" 0 � 9'-7 1/2" d' 3 1/2" . It 11 11 1 —8 2-2X8 HDR. j 2-2R8 HDR. ALL WALL FRAMING 11 1/4" 16" TYP. 6 3/4" 16" TYP. CO CD \ CO - 9 -7 1/2" 9'-7 1/2" VIEWED FROM EXTERIOR -' LEFT WALL co CO0 -co 10 FRONT WALL .� -• co CO I I 1` "Co Go �' — 11 3/4" 16" TYP, 15 1/4" 16" TYP. 15 1/4„ 9 1%4" 11'-8 1/2" 11'-8 1/2" 1'-9 1/2" 1'-8" 1'-9 1/2" © 0 8'-0" 16'-0" co 7'-8 1/2" 15'-8 1/2" \3 1/2" 3 1/2" »" — 14'-0" SECOND TOP PLATE 9'-5" SECOND TOP PLATE 10'-0" SECOND TOP PLATE 14'-0" SECOND TOP PLATE 2-2X8 BDR. 2-2X8 HDR. CO co O I a. °° REAR WALL oCO sg °� \ z' s" z'—a" 10' 8" R 0 �. ao E RIGHT WALL YCOCO I � Q5 0 m 9 co co 1 a 11 10 5 2'-10 3/8" 11 it 1/2" ELI m REMOVE BOTTOM PLATE AND 16" TYP. 15 1/4" 16" TYP. CON SET DOOR od 15 1/4" DOOR & WINDOW SCHEDULE TYP. ls" 15 1/4" 15 1/4" is" TYP. °°"°'ETE R'riB• 16'-0" UNIT R.O. WIDTH R.O. HEIGHT 7'-8 1/2" 15'-8 1/2" VSH2830 2'-8" 3'-0" 2/8 6/8 1 2 -10 3/8" 6'-9 3/4" 9X7 OHD 9'-1 1/2" 7'-0 3/4" r7_1 L3 2a4 STUDS REAR WALL a-0" CORNER DETAIL 3B 2&-0„ 12'-0" 12'-0" CID C� I — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — VSH 2830 3B I - - - - - - - - - - - - - - - - — — — — — — \I R.O. 2'-8'X3'-0' I i — — — — 8" CONC. WALL I I 2 1/2" OVER 16"X8" DEEP x I PROJECTIO I I CONC. FOOTING ® d' ,a O 2/8 i REINF. W/ 2 #4 a 1V 8 1/2" I II z 151 I REBARS CONTIN S I cow co i II a 1 15'-8 1/2" I i i I SLAB / / 8X8 W.W.M. I I =III—III—III—I 11. I 1/2" ANCHOR BOLT I-1 11—III—III- i I =1 I I—III—III—I I 9'6' R24 SEC I I I I GRADE ® I^lII—_III—1 11= _ -I I M1IE I I I— COMPACTED SOIL UN CAVATED W/ I�Ii—ICI LEFT WALL `° _ „ I I P'OURE C. OVER. —� I ( : %0 El1 I=I11 s I \ RIGHT WALL d' I SLAB REI W/ 6X6 co CQ Y�i \ I I W.W.M. I I �c a W -III-111= !o I I 3C i I I I {H 1 FOUNDATION WALLco \ to CQ I I I oa — — — — — — — — — - -I r - - - - - - -- - - - � ❑ i I I I FOOTING 11'-e 1/2" I I I I 4 I I I I a0 I I I 7+_ /2» I I ' DROP SHADED AREAS I I " SLAB � POUR OVER i I #4 REBAR TYP 3-PLACES S 6" I I ~ I 3A FOUNDATION DE 3C I9X7 OHD 9 OHD I - - - _ - - - - - - - - - - - - - - - I ►wx.M — — — — — — — — — —— — — — — — — — — — — — — — R.O. 9'-1 1/2"X7'-0 3/4" R.O. 9'-1 1/2'X7'- 3/4" 9'-1 1/2" R.O. 1'-11" 9'-1 1/2" R.O. 1'-11" „ +, 1 -9 1/2 9 -4 1/2' 1 -8 9 -4 1/2 1 9 1/2" / 2j'-0" 2{i-0" 2X8 TRACK HANGER 2X4 TRTD. JACK u Q" STUD ON SLAB ' ' —'`STANDARD 2 — CAR 1'-9�1/2" 9 17 1 2" 128 9H 1❑/2' 1'-©/2" 2X4 SPF JACK STUD 2X4 KING STUD FRONT WALL OH DOOR GARAGE PLAN DOOR STOP 1X8 JAMB Approved Scale: 1/4"=1'-0" Drawn By: SRF FLOOR PLAN T-111 SIDING BRICKMOULD FOUNDATION PLAN n Date: 11/s/oo Job No: OH DOOR JAMB/FRAMING DETAIL 3A Title : FLOOR, FDN. PLAN Page: 2 NOwax CURTIS LUMBER C0 . JN.0 . - --- --- - - -- — --- - - - - ---— - ---------- -- - � ! i i 1/2" OSB I/2' OSS ROOF SHEATHING ROOF SHEATHING 12 12 ROOF TRUSS 14 ROOF TRUSS —1 4 METAL DRIP EDGE METAL DRIP EDGE 2X6 SUBFASCIA F CHANNEL 8' ALUMINUM FASCIA IX6 FASCIA VINYL SOFFIT 3/8' PLYWOOD SOFFIT 2X4 STUDS 9 16" OC J CHANNEL 2X4 STUDS • 16' OC 6/4X3 SOFFIT NAILER -- -- — -- DBL 4 T-111 S G VINYL SIDING 3/4" QUARTER ROUND L . 7/16 WAFERBOARD SHEATHING EAVE DETAIL VINYL OPTION EAVE DETAIL T - 111 OPTION O SCALE NO SCALE VINYL . PTION ALUMINUM FASCIA T ROOFING SHINGLES i VINYL SOFFIT N I a I I Ij—'L VINYL CORNER BOARDS DBL 4 VINYL SIDINti - . I i � =�..,.• _..,.,.�.,.,.L-,,.._,. . . ._ �_ ... _-_-'.l,.l..aws:-�:.mac£..,....-�..�.�: --- f 9 � � � -'� , �. ; 29 -0" END ELEVATION 1y•_„- 4uC_HT ELEVATION . ROOK' NOTES ROOFING SHINGLES ' m 15/ FELT PAPER . - -- - ---- -- — - - - - + !� o 1/2 OSD ROOF SHEATHING PRE-ENGINEERED ROOF ., TRUSSES ® 24~ OC .1 METAL DRIP EDGE 1XG FASCIA 3/6" PLYWOOD SOFFIT ri5 4X3 SOFF TA12' WALE., NOTES 24 STUDS 0 16" OC T=M SIDING-V •+.�� TREATED 2XV BOTTOM PLATE (g� vzd? , FOUNDATION NOT ANCHOR 80L SPACED A N1N. OF 48" 0C Bw CONC. MALL OVER 18 )(8 ` Y $ ' o s D CffONC. FTC. REM. 4 REHABS zX 1. w ; 4 CONC. SLAB OVER COUPACTI SOIL. SLAB REINF. X/ axe M.K. �..ti• Of 4)0 3 � N' / CROSS SECTION T - 111 OPTIO14 • . ® NO . ® TB. FOUNDATION ZtATER - RE NOT PART OF PACKM ® RE - - JUL P 4 2003 Towrq c LEFT ELEVATION ups— ��, �� 'auRY FRONT ELEVATI.ON -40 40 TANDARD 2 — CAR t 4 GARAGE PLAN -�-- ----� T ----_- - --- Approved . ? Scale: 1/4~=1'-0" Drawn By: SRF Date: ii/8/oo Job No: Title: ELEVATIONS/X-SECT. Page: 1 CURTIS LUMBER CO . , INC . ''­- 1 520 4.3 280000 5 2- 0- 0 2- 0- 0 1#0225 JWSTOCK60 NO 4-1 BSO 4-1 3.10 3.10 Sl 52 2x4-; 2x4� F G 6-2-1 A 252 508 3.4 3xqi.: 3.4 R: 8 W:Sao U: 272 R:2528 U; 271 TC 7-2-14 ac _-�27A4 6-9-2 ALL PLATES ARE LOCmO SCBle:0.213*=1' Rckibins Engineering, Inc./Online Plus- APPROX. TRUSS WEIGHT: 160.4 LBS Online Plus --Version 13.5.02a ver PLATING CONFORMS TO TPI REVIEWED BY: RUN DATE: ,_1,_03 VERIFY PLATE VALUES WITH Robbins Engineering, Inc. ROBBINS ENGINEERING. TO Box 280055 CI SIZE LUMBER 1.15FS SHIP BASED ON SYP/SPF LUMBER Tampa, FL33682 TOP 0.96 2X 4 210OF1.8 24DO USING GROSS AREA TEST METHOD. HIM 0.:7 2X 4 1650 FI.5 1897 PLATES-20 GAUGE LOCK REFER TO ROBBINS ENG. GENERAL WHE 0.60 " U 2X 4 Sp FS-STU 759 GRIPPING 514-250 PSI PER PAIR NOTES AND SYMBOLS SHEET FOR REPETITIVE MEMBER INCREASES: INCLUDES 15.0% INCREASE ADDITIONAL SPECIFICATIONS. F.IS.0% FT 0.0% Tic o.a% TENSION 1339-465 PLI PER FAIR SHEAR 784-506 FLY PER FAIR NOTES: LATERAL BRACING: TOP CHORD CONTINUOUS 1. TRUSSES MANUFACTURED,By- STM CHORD CONTINUOUS JT TYPE PLATE SIZE X y SARATOGA LUMBER THAUSES A 2016 5.00 X12.00 5.4 3.0 2. EMPIRICAL ANALOG 13 USED. TRUSS SPACING- 24.0 IN. "JOINT A-REQUIRES WEDGE 3.WIND LOADS-ANST/ASCE 7-98 B 3010 5.00 X 5.00 CTR CTR TRUSS IS DESIGNED AS A STANDARD LOADING C 2016 5.00 X12.00 5.4 3.0. MAIN WIND-FORCE RES SYSTEM LUMBER'STRESS INCREASE: 15.0% . JOINT C .REQUIRES WEDGE FOR EXTERIOR ZONE LOCATION PLATE TRESS INCREASE: 15.0% D 101OR 3 oU X 4:00 1.7 CTR WIND SPEED-1 90 ME LOADING LIVE DEAD (PST) E 101 0 3.00 X MEAN ROOF HEIGHT-25' 60.0 10.0 E 4 00 1.7 CIE TOP CEO F 1001 2.00 X 4, CTR EXPOSURE CATEGORY-C ED 00 CIE BTM C 1001 2.00 X 4,00 CTR CTR OCCUPANCY FACTOR-1.00 TOTAL i,o'0 Z..O 80.0 SI 1100 3.00 X10,00 CTR 0.2 ENCLOSED N SUPPORT CRI TE IA S2 1100 3.00 XI0.00 CTR 0.2 TCCDL DEAD LOAD 6.0 PST JT REACT WIDTH JT REACT WIDTH S3 1100 3.00 X 6.00 CTR 0.2 BC DEAD LOAD- 6.0 PST LBS W_S" LBS IM_SX A 2528 5- a C 2S28 5-8 4. PREVENT TRUSS ROTATION AT R PLATE IS ROTATED BY 90 DEG ALL BEARING LOCATIONS. LEFT EIGHT S. ANCHOR TRUSS FOR A TOTAL SEEM ax,- 4SX DIN 4SX HORIZONTAL LOAD Or 1`17 LBS. 6. FASTER TRUSS TO BEG A MEMER CSr P(LBS) HeIST M82ND FOR 272 LEE OF UPLIFT, TOP C ORDS 3211 -Io�2 WHILE PERMITTING N UPWARD A-F 0.96 4331 C 7.MFA0VEENeWTR0UFSWR0LLBR0GR BCRG. F_. 0.. 3754 ,5,C Son 4,64 FOR 271 LBS OF UPLIFT, SI-B 0.92 3562 C 4264 5435 WHILE PERMITTING S-S2 0.92 3562 C 5435 -4255 G No UPWARD S2-G 0.96 3754 754 C 4255 -6682 MOVEMENT OF WALL OR BAG. G-C 0.96 4335 C 6 682 -3211 BOTtOH CHORDS A-E 0.87 4111 T 83 -1440 ._. 0 S' 2:31 T 1:s 0 _1726 S3-D 0.64 1 11 T -72 ...' 4 D 18 T ' 4:3 D-C 1440 -E tv WE S F-E C E-B 1003 1091 1 B-D 1091 T G-G = 1003 C DL+LL,DEFL=D. IN B-S2 L L DE FL=0,29" <HAG-SPAN;240 S '5*� "1*41 AT, PAN/DEFL (DL+LL) $30 FILE COPY KI'CH ►� 0I1A vk—,- �1_ I TOWN OF QUEENSEUP,Y BUIIDiNG DEPARTMENT 12'5 16l0 54f'(• Based on our limited examination, conplianoe with our comments shall not be construed as indicating the t plans and specifications are in full compliance with the Building Codes 3 of New York State. 0 Vz>f\t _ 240,s sar, OWN'Or-QUE N^'" .pY BUILDING p,T REVIEWED BY fv ' DATEj 3 G8 �'S Y'; 'b..~-� •' ,x 4 _..... 4, t 3�. f --.__.__ _._.__ .. ..__.._ � ~_ _._.._...._��� e E.r!' f�° ��6f" • L� y st�-Gl���• �� G._�o• �_ �, - 18/x 1 6�, Cs� t �.:it 2> H :eM �1y'T: 9q•J ..l�r+LiP�JKti...�� ( `�'�-,2c c a'�\ ...�,.A�c�c S/a 5 �L_vG^0 ck' V3'(Nitt=X) "OWN OF I Uf3UFZY — �nac�Cane f �� rJ i t I c, �I HERE: A sae. S� Wr �oH. ws3-r rz , C'iI.�RS SON g,.' j --- `� ..� Tdl4/�A�( ?003 >� bp: R