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98-669 CERTIFICATE OF C. CCUP.A►.NC'Y TOWN OF +QUEENSBURY WARREN COUNTY, NEW YORK December 10 98 ('` f Date 19 — �`.-��f Thu 98669 is to certify that work requested to be clone as shown by Pere. it No. i has been completed. 2 - CAR ATTACHED GARAGE This structure may be occupied as a 43 GARRISON RD . V- * 69 - 1998 Location GIRARD , 3OSEPHr JR . & Owner TAX MAP NO , 10 6 . - 5 - 13 By Order Town Bo" TOWN OF QUEENSBUttY Director of Bldg. & Code Enforcement BUILDING PERMIT VALUE $ 11500 TOWN OF QUEENSBURY TAX MAP NO . 106 . - 5 - 13 WARREN COUNTY, NEW YORK GIRARD PERMISSION is hereby granted to JOS Street, Road or Ave. OWNER of property locat4d at 43 GARRISON RD . To Construct ar place a 2 —C at the Town at 4ati nsb`ur'a application together with lot plans and other information hereto filed and at the at�ove location in accordance tono P approved and in compliance with the Town of Queensbury Building and Zoning Ordinance. t, OWNER"S Address is WHAI ARLEEN 43 GARRISON RD . QUEENSSURYr NY 12804 2. CONTRACTOR or BUILDER'S Name IMPERIALE , PETER a38 NHOARNNINGSIDE CIRCLE QUEENSSURYr NY 12804 4. AfrtC14IMECT'S Name COMMONWEALTH ELECTRICAL AGENCY file] SC7"W 6 ress HAGUE , NY 12836 6. TYPE of Construction — (Ptease indicate by X1 2-CAR GARAGE y Wood Frame I I Masonry i 1 Steel 11 -- - �—� i, PLANS and $peCificatioiru GARAGE AS PER PLOT PLAN SPECIFICATIONS 576 s& tt 2 -CAR ATTACHED a. Proposed Use 2 -CAR ATTACHED GARAGE October 23 2000 35 19 IS PERMIT FEE PAID - THIS PERMIT EXPIRES (If a lanyer psriod is required an application for an extension muse be ^ to the Building and Zoning insnaeeor of the town of Oueensbury before the axpiraeion data.) October 1998 2 3 19 Dated at the Town of OueensburY this pay of for the Town of Oueensbury SIGNED BY itdire llnd oninp impactor Buitaing Permit Application Town of Queensbury - Dept. of Cominwaly DeveloINne►ut, 742 Bay Road, Queensbury, NY 12804 176I-8256] BUILDING & . CODE ENFORC' EME' NT Requirements prior to issuance of this permit: PERMIT FILE NO. A permit must be obtained before 1PQC� beginning construction. No inspections PERMIT FEE PAID $ will be made until applicant has received wing it'd Action a VALID BUILDING PERMIT. All Area / Use RECREA?YC?N FEE P .$ applicants• spscrs on this application MUST be completed atud the signature Q Plan Ung Board ,Action REVIEWED BY.- of the applicant must appear *a the SPR, I subdivision I Other fication form. 7hcwk y* Recreation Fee Payment _ Applicant: = Owner: ® � bn, Address: ' Me-,, Gc_ W 1 K) C'S i 4) e- (C Address: 3 + _PLAJ S'c Phone # ( `�` ) _ _ Phone # ( 51G) Property Location: _ ��+ 't Q ►`� � 1 - Tax Map Number Subdivision Name:, L` 1 i F' f Z i' ` C '-' - Section Block lot NATURE OF PROPOSED WORK : ESTIMATED MARKET VAL E F THE New Building : CONSTRUCTION : $ residence / commercial Addition to Building : residence / commercial OCCUPANCY INFORMATION : Alteration to Building : Prim y Building - residence / commercial Single Family Dwelling Residence / Commercial Two Family Dwelling no change to exterior size Family Dwelling office other Work ( describe below ) Mercantile 2 Manufacturing OCT93 1998 Other GROSS AREA OF PROPOSED STRUCTURE : If ADDITION , what will use lst Floor . . . . . . . . sq , fto of new addition be ? : 2nd .Floor . . . 04 . 1 sq . ft . Other Floors . . . . . sq . ft . ( not unfinished cellar or basement ) ACCESSORY BUILDINGS : /V Detached Garage 1 , 2 car TOTAL, FLOOR�ARRIA 7� SQ . FT . LI" Attached Garage 114nDcar Private storage Building SIZE OF NEW STRUCTURE : Commercial Storage Building Ir other FEET X 2ii4 FEET Foundation Type : 20Ck- � � Will any second-hand or ungraded ' Number of Stories : lumber be used.? If so , for what ? ( habitable space only ) Height ( grade to ridge ) : feet TYPE OF , HEATING SYSTEM * Number of fireplaces and/ or woodstove ( circle all which applies ) to be installed : Electric / Oil / Gas / Wood Forced Hot Air / Baseboard / Other Person respona b e for supervis .19 of work. as regards to b��ing codes is : +� �Z 14 i� Name Addres Phone Builder : Y �� Plumber : Mason : Electrician : DECLARATION. Please sign below after you have carefrslly read the statement. To the best of my knowledge the statements contained in this application, together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code, the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with, whether specified or noted, and that such work is authorized by the owner. Further, it is understood that 1/we shall submit prior to a Certificate of Occupancy" or Certificate of Compliance being issued, an AS Bur PLOT PLAN by a licensed starvt drawn to scale, showing actual location of project on premises. Signature: er, owner' s age t, architect, ca tractor) TOWN OF QUEENSBURY [ Uo BUILDING & CODE ENFORCL'+MENT 7=F2 BAY ROND QUEENSHURY NY 12604 J [� J INSP DEPART : ----- ARRIVE R'ESIDn"TIAL FINAL ItiSpgGTION REPORT PATE I,,,ZCTIoNRED- RECEIVED : �~-~---- NAME ,;f,� l`.) �----- LOCATION Ts PERMIT # DATE ��� � --- TYPE OF STRUCTURE � - —' FRAMING g7►CKFILL FOOT FOUNDATION�_. INSULATION SEPTIC OR FIREPLAC'L ROUGH PLUMHING iapQDSTUVE FINAL ELECTRICAL N A YES p0 Cs13I,MNEY I;EiG iT _p VENT UBi - RLunaING VENT N G �--- EXTER OVL F I,._ -- INNGS Cx lFORCH/ S IPrs VALVES RE L I G F �------ t3ACE NOT WAT OPERATING 1 1yACy DOORS NTERIOR HIS" FLOORS ` } BATSILKi'PCIiEN . WATER IGHT L '-- OTHER FLOORS 'SWEE A OTw- - HER FLOORS CARPS LIN S•t,lqC LEA, E,-L.-•.RA GS 's 1 tiR M AN S UM NG F I 'LURES 1 UNDAT ON I SU TION I GAIt]IG FIRE R00 NG O C OS RS 1 11 »---- wi,, CT I CAL L T nTAN /VARIANCE SI & _ I Su VEY PLOT 4 O,K�ITp I3Si7,E C O C G 1S S i i 1 .. RESUDENTIAL F'FNAI. I.1v1SPECTI014 'Mpol'l Date mspection Tequest received V\ 1( M office No, (518) 76I-$256 Depart ptn 49 u Building & Code Enfarcementt Arrive r� motor's Initials ------- Dept, of Community Develop MCUt Town of Queensbury '742 Say Road C] "} Q,eensbury, N� York 12804 _ NAME DATE LC7CATIO •TYP OF STRUCT1JRE NIA YES NOCOMMENTS ect Vent I.ocatton Chimney Keightl B" VentfDir Fresh Air Intake plumb Vent through roof Roof Complete Complete Exterior Finish 3W to 36" _,_ In Or ►or Railings inr mor Exterior yanclrarls, baaconses, landing . o mare ri �' interior Har►drails stairs bath sides 3 Grade 20/4 away from f lotion g" clearance to sill plate ulator Is" a VC grade Gas Valve s ►hut-ot£ t feet or within line of site Gas Furnace cue to furnace area Oil Furnace shut-off at en Fuacefllot Water heater operating Relief Valves) installed Headroom, 6 ft. 6 in_ on stairs Basement stairs. 6 ft. 4 in. 3 risers -- Handrail exterior stairs ritranc sides more e h GA" Interior privacyltr ntl Floor Finish BathroornfKitchen watertigait I8 in or ,more Interior Handy ils Balconi.eslLanciing Railing across window in sWrw Smoke Detectors: every level every bedroom outside every bedroom inter connected Bathroom fans plumbing fixtures Foundation insulation 3/4 hour fire doorldoor closer t}arage fireproofing Garage penetrations sealed Pomace in serato room protected (►n garage) ryS Light Ventilation per room Safety glaEing 1815 or less from floor Final Electrical A 'nj ` 5 If site YIanlVanance regwred Final Survey Plot planstlayout required to As Built Septic Syif. of C,rnpliancx=).�----- Okay to issue fC ( i(Ccrtif. of Occupancy)--- Okay to issue temp- cnt C/O (Certif. of Occupancy) Okay to issue peT"'anl i 1 .A GENERAL MWEECTION REPORT' / Town of Queensbury l~ Dept. of Community Development Date inspection request received: I Xt Building & Code Enforcement ,r 742 .Bay Road - f 3 Q►ueensbury, NY 12804 Arrive am/pm Depart � !!! am/pm Inspector's Initials d CA NAME: or r!'� ram' PERMxT # LOCATION: r DATE : -- TYPE OF STRUCTURE: RECHECK NIA YES NO t✓pNflvfENTS Footings/Pien Monolithic Pour Form Reinforcement in Place The oontractoNs responsi a for providing pro n fro for 48 hours folio went of the concrete. Materials for this on site Foundation/Wallpour Reinforcement in Place Foundation/Dampproo Backfill Approval Plumbing Under Slab Plumbing Vent/Ven in Place Rough Plumbin Heating Rough4n Insulation Foundation Walls Interior R.- Foundation Walls Exterior R- Floors R- Walls R,_ Ceiling R- Duct work or piping in unheated spades R- Proper Vent, Attic Vent Jack Studs/Eleaders Bracing/Bridging,Bracing/Bridging, 1 ,05 Joist Hangers I Jack PostslMain Seam Air Infiltration Barrier. eJS7 �L s�,'�Ca� t�{ �J r, ] a -57 Fire Separation. 1, 2, 3, hour Penetration Sealed Fire Wall 2. 3, 4 hour Firestoppin GENERAL INS E TIUN yUR sbury Date iusPectiau request received" ------� Town of (2ueeu Development Dept. of CaYumun �i i" e art & Code E,nfor�cement Building Arrive'�M p�ar'►s 0 - 742 Bay Read Queensbury, NY 128" ILA PERIfff # 'DKM - NAME LCrCATL(7N TYPE OF STRt3 RECHECK COMIME�S Nf A YE NQl �ootin&s�l'i� Monolitlhc Pour Fonn Place T Reinfoteetnen n ble for The ,=motor is . from proving id l� for 48 hours following of the wncrete• n site Mattierials for this Foundationf W allpour e oreement in firs Foundatio l lB u�ng Un r Stab g Fluminn'g V1ents in Place -� Rough pl 'n Heating R+ou�in Insulation Foundation Walls Interior FoundatianWalls Exterior '�- Floors R- Walls R- Ceiling, u` reated �ceg to s R- proper Vent, kttic Vent Franung lack 5t d Braein joist Beam min Air Infiltration Darn 3, hour Fire Separation 11 21 Penetration Sealed Fire Wall 2% 3, 4 hour Firestoplpxn rn 1 Fes. 01 1-I' �D M.00,gc.gos 00,091 0 at q uj <a- (n w 0 D x Of 0 0 < 0 40 Ci 0 C) U') IN -- ------ ------ - --- -- �2 �N -- -------- -- ------- 00 V) 0 o Or GVQ C5 0 3AiNG jjVHdS .. ........... 00*0 k z IwHdsv 4 3,,C)O,q£-90N ---- --------- ------ -------- ---- -------- --- ------- A OCT-19-1999 06 : 31 FROM SFIRATC]GA UUMSEF. TRPDER'.C• TO CCC-GF P . 02 i y vw.. ^ �c 04 u r char r i -AQAF y r Ja^MOLA'MWN V vo 1 i 10 AT12 240200 7 LOOS 1008173MMMIAL C - cF C1463 XKVXN � I ' 4x6 II �a a-2sr � Ha a-1b 4X9= 6XP= C 4 ffi 22 7 3x6 I 3xb II S F 1-09-06 4X4 4x4 m 1C 1 1 6x6= a B A i1L L 62 1 H 91 X '81L 2xS 11 7x% 5=9 Sx3 7xe ax5 I I •s °° TC 11- 01-00 3.2-03,-00 -$� 24-02-00 2.-a2- ao BOARS? FRET : TC 426 . 7 r BC 346 . 7 r WB 153 . 3 , TOTAL 92? HORI.ZNTL VERTICAL HORTZNTL VERTICAL MORT,ZP.'TL VERTICAL A - 12 - 1 - 0 O} 0 - 0 M - s - 5 - 4 2 - - 12 L - 8 - 5 - 4 0 - 7 - 4 BP- 7 - 0 - 0 0 - 7 - 4 B - 5 - 7 - 12 4 - 5 - 11 I - 5 - 7 - 12 0 - 0 - 0 C - 2 - 7 - 4 6 - 3 - 0 77 0 - 0 - 0 7 - 9 -- 4 J 0 - 0 - 0 6 - 1. 4 E 2 - 7 - 4 6 - 3 - 0 F 5 - 7 - 12 4 - 5 - 11 H 5 - 7 - 12 0 - 0 -- 0 SP 7 - 0 ^ 0 0 - 7 - 4 N 9 - 5 - 4 2 - 1 - 12 K 8 - 5 - 4 0 - 7 - 4 0 12 - 1 - 0 0 - 0 - 0 CHORDS �r.Azas 20 2x 8 15- 0- 0 'TC as TYPSr LOCK GA11GX : 20 ( 1S- 4- 4 OVRRALL] 40 6 . 00 X 6 . 00 S9 . 7 /CELL/ S4 , 7 40 2 . 00 x 6 . 00 i0 4 . 00 x 9 . 00 10 2X a 24 - 0- 0 six 98 20 4 . 00 x 6 _ 00 90 . 0 [L"L} 90 . 0 40 5 . 00 x 5 . 00 20 2 _ 00 x 4 .. 90 20 2X a 5- 1 - 0 81L SS 40 2000 X 5 . 00 30 . 3 /LL1-I.7 90 . 0 40 4 . 00 x 4 . 00 0- 4 us" 40 7 . 00 X 6 . 00 wMS 20 2x • 3 - 3 - 1 W1 ST M 20 2x 4 1- 7- 9 MJS 3Ttm 59 . 7 /Lf-LL] 90 . 6 OCT ,z 1998 7.0 2X 4 3- 3�11 *3 02S 30 . 3 /LInLL\ 30 . 3 L0 2x 4 00 $ - 1 x4 STVD $0 . 7 /cccc] 90 . 0 S9 . 7 \t'mccl 20 2X 4 J-i.l-i9 x. ssvo 33 . 1 /cccc\ 56 . 9 56 . ! \CCCC/ 63 . 3 UCT-19-1996 06 t 33 PROM GF)RA-TOGA L1- MDER TRRL`EFZS TO CCC-GF 2 G$L3 240200 Amp7 1006 100e11 IMPIlRIAL L' -GF L'3.463 !C$"V'ZPT .xs n 13 2x511 2x5 11 P \G 2x5 11 2a.S k i 7 Zxg If 2x511 � s Zx5 iE T 5 C 2xS II mp-09- Pi M 4 4 T 2 6x6- 1 i 6 c A C M B L zx511 2x511 2xg i[ s2 2x5 11 2xS 11 2x5 11 2x% v 2X3 11 Sal2xi; 11 7]Cb= 7xs= 0 � e C Tc lzwolw00 12-01m00 -' RC I 4 -01-00 20000 0 20000 215600 20000 20004 1 20000 20000 20000 4-01-00 24-02- 00 UfiiSOar - - VexaiOn 39 . 7 . ] LOAD CASE *4 MIND 1f RIDGE PLATING CONYORMS TO TP1 RUN DATE : 1a� 17 - 9b LUMBER STRESS INCREASE - 33 .3 L * VERIFY VxTZ VALUES WITH LOADING LIVIR DEAD (Pip) ROBBINS b:NGINEERXwG . COX SIZE LU44DER 161STA TOP CKP 50 . 0 10 . 0 GRIP EASEII ON SvPfSPF LUMBER Tor 0 . 04 2X 0 SPm3S act ST" CID 0 . 0 10 . 0 USING GROSS AKFA, TEST METHOD . WIN 0 - 01 2X 0 SP- SS 2690 rarAL 50 . 0 20 . 0 70 . 0 PLATES - 20 GAL)GE LOCI. 11'liE D . 24 2X 4 SPPSmSTU 725 ExCMPTIONS : GRIPPING 407 -23.3 psi VER pale. REPETITIVE WUNDER STRESS USED . A-11 -13 . 3g 2010 0 , 0 '7'EINCLLU 38481S460 pNLIR S7lC'7AYR LATERAL BRACING SUPPORT C"TERIA SxEAR 7G2- 498 PLI PER PAIR TOP CHORD m CONTINDO'OS BOTTOM CHORD CONTINUOU91tr E aT TYPE _ _ $TM CHORD r CONTINUOUS SDPPOR'I= AAONC fLNTIRE S.f3"TR_ A 200E 6 . 00 0 . 00 9x0 4YS TRUSS SPACING - 24 . 0 IX * LxFT RIUHT R 3001R 4 . o0 X % , Do 3 . 6 CTA LOAD CASE 01 HEEL OIN to 4Sx 0IN - 45X C 2001 0 . 00 X 6 . 00 9 . 0 6 . 5 LUMUR STRESS INCREASE : 15 - 03 0 1001 2 . 00 X 5 . 00 3 . 0 1 . 0 LOADZWG LIVR DEAD (par) 14QMSR COX P (LSE) M034l 9T K*2ND H 1001 2 - 90 x $ 4 Oa 3 . 0 160 TOP Cut) solo 1010 TOP CHORDS P 1001 2 _ 00 E S . 00 11 . 0 1 , 0 STMTOT L 2 0 . 0 0 . 0 A-M 9 - 04 limp C 0 1b3 0 100E 2 . D0 x 5 . 00 3 . 0 1 . 0 TOTAL 50 . 0 0 . 4 70 , 0 14-71 O . Oa la0 c 1437 - 540 H 1001 2 . 00 x 3 _ 00 3 - 0 1 . 0 SUPPORT CRITERIA N-0 a - o2 83 C 540 m455 I Soot 2 . 00 x 5 . 00 3 - 0 1 . 0 EOT'R'OM CHORD CONTINUOUSLY OmP 0 . 0E 86 C 49S m271 .7 1001 2400 x 'S . 00 3 _ 0 1 . 0 SUPPORTED AJ.&QNQ X=zR1i Imm"( TH . P-E 0 . 01 00 T 144 0 K 1P01 2 . 00 X 5400 .1 . 0 1 . 0 H.q 0401 SI0 T 0 -144 L 100E 2400 X 9400 3 - 0 2 . 0 LOAD CASE 02 WIND VACK TAMPT Q-R 0 . 01 Be C 271 -455 M 1091 2100 x & , Oo 3 . 0 1 . 0 LVMBiiR BTR.ESS I'MC1c1C1ksE : 33 - 3t R-S 0 , 02 03 C a;S -540 N 1001 2 . 00 x 5 . 09 300 140 LOADING LIVZ DEAD {Psr) SIT 0104 100 C S40 - 1437 O 1401 1 - 00 x $ 100 310 1 . 0 TOP CS1D SO . O 10 . 0 T-C 0 . 04 as C - iS3 0 P loot 2 . 00 x 5 : 00 1 . 0 1 . a 100020 . 0 0 . 0 BOTTOM CHORDS Q 1001 2 . 00 x 3 . 00 3 - 0 1 - 0 iT1c CRD 0 . 0 TOTAL 50 - 0 10 . 0 70 . 6 AmL 0 - 02. 113 T 0 m315 R loot 2 . 60 x 5 . 00 3 _ a 1 . 0 lXCB?TIONS = LmS2 6 , 01 113 T 315 0 S 1001 2 . 00 x 5 . 00 1 . 0 1 - 0 AmE -i . xN 10 . 0 92-R 0 . 01 11x T 0 - 61 T 1001 2 . 00 x 9 , 00 1 . 6 1 . 0 S-C -13 . 33E la . 0 it-J 0 . 01 Ila T 61 - 84 S1 1100 7 . 00 X $ . 00 CTR 0 . 1 &UPPORT CRITERIA a- I 0 . 101 113 T "A - 70 92 1100 7T00 X 0 , 00 CTR 0 . 1 EOTTQM CHORD COMTIKUOVXLY I-H 0 , 01 113 T 70 - 00 SUPDORTZD ALONG ENTIRE LZHGTR. U-0 0 - 01 ii3 T b0 -71f R PLATE IS ROTJLTZV RX 90 DEG limp 0 . 0E ii3 T 79 M84 LOAD CASS P3 WIND FROi14 RIGHT F-E 0 . 01 lla T 44 -61 M04S : L071RER STRii&S IbICREABE : 33 . 3t E-Sl 0 . 01 113 T 61 0 1 . TRUSSES MASQUFACTIIRED BY - LINDINGI LIVE DEAD (Par) SX-D 0 . Dl 113 T 0 - 315 SARATOGA LFMg$R TRADSRS TOP CHI7 50 - 0 10 , 0 D-C 0 . 01 113 T 315 0 2 . ANALVOTS CONYG%LMX TO TOR COD tl . D 10 . 0 "was 2OCA thNSI/TPI 1m1995) . TOTAL S0 . 0 loco 7a . o L^M - 400 C K-t# 207 C 3 . w21KD LOADS AMSi i►S'CE 7- 8fl EXCS*TS ON* '. 245 C 1- P 244 C Titus 18 0Sxxcw= AS A Awn - 13 -3N 10 . 0 H-R 136 C G-Q - 244 C MAIN WIND-PORCH RES SYSiTRK s-C -6 . 3M 10 . 0 1rmR ,•• 24S C x--5 207 C 1101"D spEED m 70 MPH RUVVORT CRITSWZh D-T _ 406 C MEAN ROOA AT GOR 25 ' ZOT'TO" CUO" CONTINUOUSLY OCCUPANC CATEGORY - £ SUPPORTty ALONG ENTIRE LENGTH . DLtLL 06pL _ Q - OS " I78 A-x OCCUPANCY CAT$G10RY _ imitcs LL DEFL c URG-SPAN/360 RCEANLTRU TRUDI&VSS m 1TO AL* SPAN/DEFL (DL+LL) 999 4 . NORTZc Txb L FOR r 't01'A[. x O1LxzOIPi'>kTr LOAD dP 105 LE9 , TOTAL P . 06 8" VINYL SIDING _ TO MATCH EXISTING HOUSE DCISTIM HEIJGE$ . 1� N i CIA IGHT ELEVATION- TOWN OF QUEENSBURY BUILDING DEPARTMENT Based on our limited examina ion, compliance with our commerrs shall not be construed as indicatin the plans and specifications are i foil compliance with the code. 77 10 oc 0 0 a o U) 0 oc Cl 3 0 ID CE V) W a_ O J N r1"' uii I PLC V /`X 1 i UN C1998 �M,f 2FT CONC. APRON OHD18x8 BY OWNER 2-1 3/4x14 MICRO=LRM HERDER WOMWOM87 NOTE: 2 LIGHTS IN ATTIC RRER FLOOR DRAIN PROPOSED GARAGE COMMON WALL TO HAVE 5/8" TYPE X GWB TO BOTTOM OF ROOF SHEATHING 2842 B/0 ;¢ U) 0 J 30 O m o O cn 4x4 FT CONC. SLAB s 0 � az 0 rn CD o 0 a) \ .. CD o W o 1-4 Vi J 3 CE cc 0 C W 3 Z� Qw QmciQWQ� ----( O rn Z — ---Z � 0 N N Q1 �. 00 Ln x ■ C0 LL W Cf) D W (0') � V Q ^� V! N 0 i �- L L 0 z00 r 5 T ■� J Z Z LU M� M W � Z 0 LPL W C ■� D O Lei W LU � rn N N Q o m 'Q O � Q_ FILE DOPY OD 00 1-1 10 1 2" 12'-1" O.H. 12 7V w 0 cc oc 3 0 J w m 24'-2" ATTIC TRUSSES TO BE DESIGNED BY THE MANUFACTURER 5/8" PLYWOOD 1/2" SHEET ROCK 8" VINYL SIDING ON 7/16' OSB SHEATHING 5 1/2" STUDS a 16" O.C. w/ R19 KRAFT INSUL. 1/2" SHEET ROCK 4" SLAB " w/6x6x10/10 W.W.F. ON 6" COMPACTED GRANULAR FILL 10 1 0.1 40 YR SHINGLES ON 15# qEL PAPER ON 5/8" OSB SHEATH ON TRUSSES Le 24" O.C. DBL 2x6 f I i L 2x6 TOP PLATE gUBFASCIA 2x6 P.T. BOTTOM PLATE so 8" POURED CONC. FROST WALL 20"x10" CONC. FOOTING FyDRIB � (f'/fJ 24'-0" CONC. SLAB 00 rn 0 00 of OD� m o o CD .0 cc) W P. Z N, 0 O Z Q a� 0 U) J 3 OZ > W j 0 W 3 Q O ZJ Q LL- W CC 5-7- d m ci C] Lu 0 V � Z Z � ' O -- N ti L,) x Q c� W u (D �L LJJ rn Q QF N rn i T T- LC) 0 _ N 0 z ,- 0 O N 5z W u w u U 0 W rn N N 0 x m Q O :. a 0 JOB N0. NUMBER SCALE SHEET of