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2002-857 (2) �a NOTICE I[E COPY FOAM INSULATION MUST BE COVERER Q l ti 1 N ' BY A 15 MINUTE THERMAL BARRIER o 00-1 NOTICE ,, KRAFT PAPER INSULATION MUST BE TOWN OF QUEEN ' URY COVERED BY NON-COMBUSTIBLE BARRIER BUILDING& S REVIEWED BY DATE STEHLE RESIDENCE 14 TINA LANE T � O�nU``ENBBURY BUILING I)FARICIT Based on our limited examinalion, co�mp�lia�n(ce with our comments shall 9'-4' not UG GUMS�ue� as i --- �/ plans and specifications are in full T cc P,1120cp with tp, 12` 94, 1, , MUD 24 19 ROOM CL LIVING ROOM NEW GARAGE O (EXSISTING GARAGE) EXSISTING 29' o v DWELLING I Y.1rMIr �e ' a 24' NEW GARAGE I Z"� FLOG y } f AF-EA 24' R 3,0 KRAFT FACED I�JSUL, AnAn no(Y)MM pM000000000 1/2" SHEETROCKJ 2X6 WOOD STUDS 16' O,C. R 19 KRAFT FACED INSUL, 3/4x 6" TO PINE 7/16 PLYWOOD SHEETING TYVEK VAPOR BARRIER VINYL SIDING (ALL MISTING) 3/4' T&G PLYWOOD 2X6 FLOOR JOISTS-16'O,C, 2X6 BOX R 19 INSUL, 2X6 SOLE PLATE(EXSISTING) 2 X 4 P.T. SLEEPERS • 6 MIL, POLY VAPOR BARRIER NEW FAMILY REMOLD 5ARAGE)SECTION B-D PRE ENGINEERED ROOF TRUSSES 24' O.C, 30# ROOFING FELT FIDERGLAS SHINGLES O'�FI V�TnD PLATES VENTED SOFFIT (2) 2X4TOP 2X4 WOOD STUDS 16' O,C, 7/16 PLYWOOD SHEETING TYVEK VAPOR BARRIER VINYL SIDING 2X4SOLE PLATE 4' THICK FLOOR MIN,- 8' POURED CONCRETE FOUNDATION 4V MIN. 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PLTVM DIST A 4- 9-11 L; EDC-B .29.0 B 0- 1-10 c A----------------------------B C 4- 4- G D EDGE WEBS 36.9 D 0- 3-15 E 5 2X 4 0- 4- 9 wa STUD E 53.1 E 0- 1- 7 A [ D- 5-14 OVERALL] 53.1 /LLLL/ 69.4 D------------------c 5 ;ax 4 3- 1- 9 wl 2= ANGLE 'FT-IN-16 PLATES [ 3- 3- 3 GVERALL] A 6 ? 13 S EDGE TYPE: LOCK CAUCE: 20 65-8 \CCCC\ 49-0 69-4 R 0- 3-12 C 30 5.00 X 5-00 29.3 Nccccc\. E: 6- 1-11-1 p ISDGE 20 3.00 L 4.00 20.6 p o- B- e E 20 4.00 z 4.00 S 2X 4 2- 5- D wl STUD 69.4 E 0- 1-11 A 10 4.00 X 6.00 C 2. 6- 1 OVERALL) 10 2-00 X 4.00 67.2 /r-CCC\ .99.E 43.3 \r-cccc\ 5 27, 1 4- 9- r vis GTUD [ 4-10- 5 CVERALT] 51.2 /r-ccc\ 61.6 16.2 \ccccc\ 5 2X 4 4- 2- 4 1.73 STUD 23.3 /CCCC\ 29.9 87.3 \CCCQ/ 56.E4 09/27/02 FRI 12:03 FAX 5188851041 SAR&TOGA LL1ItBER TRADERS Curtis 8ueensbu [E1 003 QITAN TYPE SPAN P1-H1 OVERHANGS I JOB . 5 CATZ 160000 9 1008 1008 STEHLE C-Q C4093 MARTIN SxS= ' p 12 F 5-0�-05 T, / TC D 2ac6 11 H R2 53 Hl 12 E V A I"� ax6 5x5= C 3X4", m o � TC Be 4-00.60 5-09-04 t 6-02-12 IInistar -- version 40.0.612 LOAD CASE #3 WIND FROM RiC117 PLATING CONFORMS TO TPI FUN DATE: 9-26-02 LUMER STRESS INCREASE: 33.3E VERIFY PLATE VALUES WITH PLATE 5TRE35 INCREA3E; 33.3% ROBBINS ENGINEERING. CBI SIZE LUMp£R 1_15FS LOADING LIVE DEAD (FSF) GRIP RASED ON SYP/SPF LUMBER. TOP 0_a5 2X 4 IG50FI-5 IB97 TOP CEO 60.0 10.0 USING GROSS ARP,.A TEST METHOD- BTM 0.36 7% a 165071_5 1997 BTM Milo 0.0 10.0 PLATES • 20 GAUGE LOCK WBS 0.90 2r, a SPFS-STU 759 TOTAL 60.0 20.0 60.0 CRIPPING 581-260 PSI PER PAIR LE©CVA 0.07 ZX 4 SF-gZ EXCEPTIONS; INCLUDES 15-Ot INCREASE REPETITIVE MEMDER STRESS USED. A.B -13.39 10.0 TENSION 1335- 465 PLI PER PAIR B-H -10.7N 10.0 SHEAR 784- 5OG PLI PER FAIR LATERAL BRACING: C-H -8.9N 0.0 TOP CHORD CONTINUOUS SUPPORT CRITERIA JT TYPE PLATE SIZE X Y BTM CHORD CONT114UOUS JT TYPE WORE VERT WIDTH A 12-PLATES ON EACH SIDE- ONE BRACE - E-B G-C LBS LBS IN-SR 41 2009 S.00 X 5.00 3.9 2.1 TRUSS SPACING - 24.0 IN. A PIN 49 ?3 6- S 02 2600 3.00 Y. 4.00 29-2 1.5 E HOlt2 RLR 0 125 5- 8 08 3050 S.00 x 5.00 2.9 1.5 LOAD CASE 41 C lIORB RLR D 99 5- 8 C 4214 4.00 X 4.00 CTP. 1.5 LUMBER STRESS INCREASE: D 9010 5.00 X 5.00 CTR 3.0 PLATE STRESS INCREA55: 15.0t LOAD CASE #4 WIND // RIDGE E 5050 4.DO X 6.00 2.4 2.0 LOADING LIVE DEAR 'PSF) LUMBER STRESS INCREASE: 33_3$ F 1012 3.00 X 4.00 CTR CTR TOP CHD 60.0 10.0 PLATE GTRESS INCREASE: 33_3s G 1012 4.D0 X 4.00 CTR CTR BTM CHD 0.0 10.0 LOADINf LIVE DEAD (PSF) H 4100 2_00 X 4.00 CTP. CTR TOTAL 60.0 •20.0 20_0 TOP ORD G0.0 10_0 =TJPPORT CRITERIA BTM CEP D_0 10.0 "OVERLAPPING PLATES AI C H JT REACT WIDTH JT REACT WIDTH TOTAL 60.0 20.0 80.0 T•.RF TN-RX LBS IN-SX EXCEPTIONS: (a PLATE DOSS NOT MEET IUkNDLINv A 63 5- 8 E 1566 5- 8 A-E -13.3N 10.9 REVIREMENTS. VERIFICATION C 856 5- 8 E-H -13.3N 10.0 P.En�UIRED. C-H 13.3N 0.0 LOAD CASE #2 WIND FROM LEFT SUPPORT CRITERIA NOTES: LUM1;£R STRESS INCREASE: 33.31- JT TYPE HORZ VERT WIDTH 1_ TRUS5E5 MANUFACTURED BY - PLArB STRESS INCREASE: 33_3,1 LEE LBS IN-Sx SARATOGA LZIMBL-R TRADERS LOADI013 LIVE DEAD (PSF) A PIN 1 -24 0 5- 8 2. ANALYSIS CONFORMS TO TOP CHD 60.0 10.0 E NORZ RLP. 0 122 5- 8 ROCA (ANSI/TPI 1-1995)/. BTM CHD 0.0 10.0 C HORZ RLR 0 70 __- 8 3_ WIND LOADS - ANSI/ASC£ 7_92 TOTAL 60.0 20.0 130_0 TRUSS 76 n$SIGNED AS A EXCEPTIONS; LEFT RIGHT MAIN WIND-FORCE RES SYSTEM A-R -10.7N IO.G HEEL 4IN - 15SX WIND SPEED - 70 MPH B-H -13.3N 10.0 MEAN ROOF HEIGHT 25' C-H 10.3N 0.0 MEMBER FORCES (1+BE) EXPOSURE CATEGORY C SUPPORT CRITERIA TOP CHORDS OCCUPANCY CATEGORY - i JT TYPE HORZ VERT WIDTH A-F _ 34Z I F-S - 342 T OCEANLINE DIST - 100 MTLE6 LBS LBS IN SN B G = 914 C G-H = 81 T A DIN -97 -1 5- 8 BOTTOM CHORDS F. BORE RLP. 0 171 5- 2 A-E - 274 C E-D - a09 T C HORZ RLR 0 76 5- 8 D-C - 1120 T WEBS E-F = 555 C E-B = 1237 C 1!-1> > 902 T V•rC = 3E+3 C G-C - 1404 C C-H - 290 C DL+LL VEFL = 0.13" IN D•C LL DEF), •- 0.066 S BF.G-SPAN/360 SPAN/PFFT, 999 09/2T/02 FRI 12:03 FAX 5188851041 SA&kTOGA LUMBER TRADERS Curtis Queensb'a U004 QUAN TYPE SPAN Pl-Hl OVERHANGS JOB bbMARK 13 AT12 240000 9 1008 1008 STERLE C-Q C4093 MARTIN B HO 9-OS axGll D Ho 9-05 43z6= c 4 12 lu Z=5 F '%,53 4=a S4 4x4JJ M TI 1L Q 2a UFM BIL IBIM H S2 BiL VQ L r, 2m5 4M6 11 4x6 11 7--E zx-r 11 si 7xs ra ca Tc a 12-00-00 12-00-00 24-00-01) zs-00-00 BOARD FEET;TC 589.3 ABC 416. 0 WD 216 .7 rTOTAL 1222 HORIZNTL VERTICAL HORIZNTL VERTICAL HORIZNTL VERTICAL A -12- 0- 0 0- 0- 0 M - 8- 9- 1 2- 5- 7 L 8- 9- 1 0- 7- 4 SP- 8- 0- 0 0- 7- 4 SP- 7- 7-10 3- 3- 8 B 6- 1-12 5- 2- 0 I - 6- 1-12 0- 0- 0 C - 2- 5-12 7-11- 0 D 0- 0- 0 9- 9- 5 1 0- 0- 0 7- 9- 4 E 2- 5-12 7-11- 0 F G- 1-12 5- 2- 0 H 6- 1-12 0- 0- o SP 7- 7-10 3- 3- 6 sp a- 0- 0 0- 7- 4 N 8- 9- 1 2- 5- 7 K 8- 9- 1 0- 7- 4 G 12- 0- 0 0- 0- 0 CHORDS PLATES 26 zx a 10- 0- 0 TIU ES TYPE: LOCK GAUGE! 20 26 2X 8 45- 6- 9 TlL 9S 52 6.cD x 6.00 53.1 /LLLL] 70.0 104 2.00 x 6.00 130 I.Co x 6.09 13 ZX 6 16- 0- 0 D liq 5.9 26 2-00 X 4.00 90.0 CLLLL] .40.0 52 4-00 x 4.00 1 104 7.00 X G.DD 26 zx a 4- 0- 0 PIL SS 36.9 /LLLL] 40.0 4 HEEL WEBS 26 ZX 4 3-11- 0 wl 42S 26 2X 4 1.11 G ws STUD 52.1 /LLLL] ?0.0 A 3- 4- 0 M3 42S 36.9 /LLLL\ 36.9 1? zx 4 0-11- a W4 STUD 51.1 /ccccl yU.0 53.1 \CCCC] 26 ZX 4 3- 0- 7 WE STUD 40.2 /Cccc\ 09.6 49.R \CCCC/ 77.0 09/27/02 FRI 12:03 FAX 5188851041 S.ARATOGA LLT11iBER TRADERS Curtin 9ueensbu R 005 QUAN TYPE SPAN P1-HI OVERHANGS JOB MARK 13 ATI2 240000 9 1008 1008 STMME C-Q C4093 MARTIN B 4:c6 II ? D 4X6= Orb= C =4 E 12 T1U lv ' ZX5 I I . ZXs 11 B F ?xe'r 9 pa py S3 7XP�.� 4.x4\\ S4 47..4 rr M N 1 1 Tl IL 6X6 6r.6= A J 5 C+ 5 G v: HillL = 1M H 1,,, H1L 1� L 27.5I1 US II 4r.611 S2 2:51) L� 91 7x.8= 7X8= m m 0 o � TC 12-00-00 - 12-00-00 1 AC 24-00-00 K 24-00-00 UniSC3T -- Version 44-0.612 TOP Cf%D 60.0 10.0 HTM CHD 0.0 10.0 PUN MATE: 9-26-02 BTM CHD/ 0_D 1C.0 TOTAL 60.0 20.0 80.0 TOTAL 60.0 20.0 80.0 EXCEPTIONS: CSI SIZE LUMBER 1.15FE EXCEPTIONS: H-I 4D_0 10.0 TOP 0-HO 2X R SP-SS 2550 R-I 40.0 10.0 C-E 0-0 10.0 BTM 0_58 2X B SP-55 Z650 C-L- 0.0 10.0 A-D 0-0 10.9 WDS 0_81 27 4 SPFS-aTU 759 A-D -13.3N 10.0 D-G VC-0 10.0 EXCEPTIONS: D-G -1.5N 10.0 SUPPORT CRITERIA I-B 2X 4 513F-*2 1510 SUPPORT CRITERIA ITT TYPE HORZ VERT WIDTH C-J .T-E H-F SAME AS I-H JT TYPE HORZ VERT WIDTH LES LES IN-SX REPETITIVE MEMBER STRESS USED. LBS LES IN-SX A PIN 0 1322 5- 8 A PIN 221 78O 5- 6 G HORZ RLR 0 2027 5- 8 LATERAL BRACING; G HORZ RLR 0 841 5- 6 TOP CHORD - CONTINUOUS LEFT RIGHT BTM CHORD - .CONTINUOUS" LOAD CASE 44 WIND // RIDGE HEEL DIN - 4SX DIN - 4SX TRUSS SPACING - 24.0 IN. LUMBER STRESS INCREASE: 33.31i PLATE STRESS INCREASE: 33.3:k MEMSR CSI P(LBS) M6913T 18( 2ND LOAD CASE 91 LOADING LIVE DEAD (PSF) TOP CHORDS LUMBER STRESS INCREASE: 15.01 TOP CHD 60.0 10.0 A-M 0-47 396E r- 0-175DS PLATF STRESS INCREASE: 15-0!k BTM CHD 0.1) 10.0 M-S3 0.47 380B C 17505 0 LOADING LIVE DEAD (P-17) TOTAL 90.0 20.0 90.0 S3-B 0.72 3690 C 0 27544 TOP CHD 60.0 10_D EXCEPTIONS: R-C 0.79 2206 C 27544-29622 BTM CRD 0.0 10.0 H-T 40.0 10.0 C-D 0.60 1053 T 29622 0 TOTAL 60.G 20.0 80_0 c-n 0.0 10.0 D-E 0.00 1093 T 0.29622 EXCEPTIONS: A-D -13.3N 10.0 3-F 0.76 Z20B C 29622 2'754i H-I 40.0 10.0 D-G -13.3N 10.0 F-SA 0.72 3690 C-27543 0 C-E 0.0 10.0 SUPPORT CRITERIA SA-N 0.47 3000 C 0-17505 SUPPORT CRITERIA JT TYPE HORZ VERT WIDTH X-C 0.47 2966 C 17505 D JT TYPE mrlRZ VERT WIDTH LES LBS IN-SX BOTTOM CHORDS LBS LES IN-SY. A PIN 0 673 5- 8 A-L 0.30 3424 T 0 3392 A PIN 0 2367 5- B G HORZ RLR 0 673 5- 8 L-S1 0.30 3424 T -3392 D G HORZ RLR 0 2367 5- 8 51-I 0_58 3424 T 0 -8892 LOAD CASE 45, UNBALANCED LOAD I-H 0-56 2294 T 8892 -8892 LOAD CASE Y2 WIND FROM LEFT LUMBER STRESS INCREASE: 15.0$ H-S2 0_50 3424 T 9292 0 LUMBER STRESS 1NCRFAIlE: 33.3& PLATE STRESS INCREASE- 15.D% S2-F 0.30 3424 T 0 3393 PLATE STRESS INCREASE': 33.3rc LOADING LIVE DEAD (PSF) K-G 0_30 3424 T -2392 O LOADING LICE DEAD (PRF) TOP CUD 60.0 10.0 WEBS TOP CHI) 613_0 10-0 BTM CHIP C.0 10.0 L-M - 4R9 C M-T - 18?9 C BTM CHI] 0.0 10.D TOTAL 6c.0 20_C 80.n I-B - 2086 T r--J - 3897 C TOTAL 60.0 2D.0 8D.0 EXCEPTIONS: J-D - 131 T J-F = 3897 C EXCEPTTONS: H-I 40.0 10.0 K-F 2086 T H-N - 1999 C R-I 4D.0 10-0 C-E 0.0 10.0 K-N = 989 C C-5 0.0 10.0 A-D 6C.0 10.0 A-V -I.6N 10.0 D-G C.0 10.0 DULL TEFL = 0.7311 IN I-H D-G -13.3N 19.0 5ufPORT CRITERIA LL DEFL - D.59° 4' NRG-SPAN/360 SUPPORT CRITERIA JT S'YPE HORS VERT WIDTH DLrLL 11ORE - 0.34" AT S JT TYPE HORZ VERT WIDTH LBS LES IN-SZ SPAN/DEFL (DL+LL) - 3?7. LBS LBS IN-SX A PTN D R027 5- 8 A FIN -221 541 5- H G RORZ RLR ❑ 1122 9- 9 PLATING CONFORMS TO TPI G HOR2 RLR 0 70D 5- 9 VERIFY PLATE VALUES WITH LOAD CRSE #E UNBALANCED LOAD ROBBINS ENGINEERING. LOAD CASE #3 WIND FROM RIGHT LUMBER STRESS INCREASE: 15.0k GRIP RASED ON SYP/SPF T,UMBEP. LUMBER STRESS INCREASE: 33.3% PLATE STRESS INCREASE: 15.01 USING GROSS AREA TEST METHOD. PLATE STRESS INCREASE; 33.3k LOADING LIVE DEAD (PSF) PLATEN - 20 GAUGB LOCK LOADING LIVE (JEAD (E'9F) TOP CHD 60,0 10.0 GRIPPING 551-ZBO PSI PEP, FAIR UN/Zi/UZ P.Kl IZ:U4 kJaLL b188851U41 SAKkTOGA LUMBER TRADERS Curtis Qixeensbu IM006 INCLUDES 15.0t :vCpsAst NOTES! 'TSNsIOfN 1339- 465 PLI PER PAIR 1. TRUSSES HAVUFACTURED BY SHEAR 784- 506 PLI PER PAIR SARAT013A LUMBER TRADERS 2- ANALYSIS CONFORMS TO .TT TYPO PLATE R T 7.F _f ECCA (ANSI/TPI 1-1695) . x A ;Z001 6.00 X 5.00 7.7 6.5 a. WIN p LOADS - ANSI/ASCE 7-92 p loul 2-00 x 9-00 3-0 0.4 TRUSS IS DESIGNED AS A C 1001 4.00 7 6.00 CTR CTR MAIN WIND-FORCE RES SYSTEM D 3001K 4.00 x 6.00 2.g CTR WIND SPEED - 70 MPH E 1301 4.00 X E.00 CTR CTR MEAN ROOF HEIGHT 29' F 1001 2.00 X 5.00 2.0 1.6 EXPOSURE CATEGORY C G 2001 G-00 x 6.00 7.7 6.5 OCCUPANCY CATEGORY - 1 H 135OR 4.00 X 9.0n CTR CTR OCEANLINE DIST - 100 MILES I 1020P. A-BO X 6.0D CTR CTR 4- ITURALANCED LOADS CNEC.FED j 1001 2.00 X 4.00 CTR CTR UNBLN LV PAC = 1.00, D.()a,,. K 1001 2:.00 X 5..DD 3.0 1.0 S. PREVENT TRITSS ROTATION AT * 1001 2.00 2 5.U0 3.0 1.0 ALL REARING LOCATIONS. * 1050R 6-00 X 4.00 2.5 1.7 6. ANCHOR TRUSS FOR A TOTAL N 105OR 4_0D X 4.00 2.5 1-7 HORIZONTAL LOAD OF 221 LBS_ Sl 11D0 7.00 X 9.00 CTR 0.1 S2 1100. 7.00 X.S.On CTR D_i S-A 1100 7.03 X S.00 'CTR 0.1 94 1100 7.0P X S.00 QTR 0.1 R PLATE IS ROTATED BY 90 DEC, Rene Stehle 14 Tina Lane Queensbury, NY 12804 WINDOW SCHEDULE 1. (Existing) Anderson Double Hung 32"x54" 2. Pella ProLine 3 unit casement combo. Model-PC2 2953LFR R.O. 7'-3 3/4 " width 4'-5 3/4 " height 3,4. Reliabuilt Vinyl Single Hung. Model- 200968 36"x36" 5,6,7. Reliabilt Vinyl Double Hung. 3500 Series Model 19606 36"x54" DOOR SCHEDULE 1. (Old garage door) Overhead Garage Door Co. Brand. 16'x7' 2.3A. Reliabilt 36"RB-15 Life Unit 3B. Warnok Hersey Steel Fire Door Model 463461 36" 4. (Old garage door) 32" TIAI� � �{ PRE ENGINEERED ROOF TRUSSES 24' O,C, 112 PLYWOOD III ROCIFING FELT FIBERGLAS SHINGLES R-30 FIBERGLAS INSUL. , (2) 2X6TOP PLATES VENTED SOFFIT 2K6 WOOD STUDS 16' 0,C, 7/16 PLYWOOD SHEETING TYVEK VAPOR BARRIER VINYL SIDING z . 5/8 FIRECODE SHEETROCK ' d 0 R--19 FIBERGLAS INSUL,----/ 200LE PLATE 4' THICK FLOOR MIN. 8' POURED CONCRETE FOUNDATION ; 48" MIN. BELOW GRADE m m . m . u� r� 8`46' POURED CONCRETE FOOTING ao m N t9 LN p MUD ROOM SECTION C-C Slavic