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2002-177 ,, TOWN OF QUEENSBURY 742 Ba Road eensb NY 12804-5902 518 761-8201 T y ,Qu ur3'� � ) Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20020177 Date Issued: Monday, April 07, 2008 This is to certify that work requested to be done as shown by Permit Number P20020177 has been completed. Location: 139 PILOT KNOB Rd Tax Map Number. 523400-227-014-0001-018-000-0000 Owner: MARY LA FORTE TRUST Applicant: MARY K GRAY This structure may be occupied as a: Garage -3 Cars Detached By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning,Board of Appeals. ��r • TOWN, OF QUEENSBURY p.6 .00:4/ 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 • . .BUILDING PERMIT Permit Number: P20020177 Application Number: A20020177 . Tax Map No: 523400-227-014-0001-018-000-0000 . . - Permission is hereby granted to: MARY K GRAY For property located at: - , 139 PILOT KNOB Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queerisbury Zoning. Ordinance. - Type of Construction Value Owner Address: MARY K GRAY 139 PILOT KNOB Rd Garage-3 Cars Detached 12,240.00 Total Value 12,240.00 . KATTSKILL.BAY,NY 12844 Contractor or Builder's Name/Address Electrical Inspection Agency RICHARD GRAY 139 PTLOT KNOB Rd • KATTSKTT,T,BAY.NY Plans&Specifications 2002-177 816 SQ FT 3-CAR DETACHED GARAGE AS PER PLOT PLAN SPECIFICATIONS $81.60 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,July 24,2003 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of Q bury; - Wednesd y,July 24,2002.. SIGNED BY for the Town of Queensbury. Director of Building&Code force nt . Building Permit Application Town of Queensbury—Dept of Community Development,742 Bay Road,Queensbury,NY (518)761-8256 A permit must be obtained before beginning construction. Permit File No fir.. —/7 No inspection will be made until applicant has received a Fee Paid $ ` 'C) valid building permit. All applicants' spaces on this Rec.Fee Paid $ application must be completed and must appear on the Reviewed By: Pr application form. Applicant: f id Li. 4 Owner: (Li,ia{2,_i K. t��2 iell Address: ' !I oT Q.,, -► Address: I BSc{ P¢ i err 06' , 12-VW IC6e-ir ki I I `314..1 ta V I2 g cl-S6 Phone#(S,9)6 ST - 312 I Phone#(Sl Pi )6S - 322-/ Property Location: Lot Number: - / House Number 13q / RI cT it-la 6 Subdivision Name: Tax Map Number: 1 a.-I - 13 , 2.-- 1$ New Building: residence,commercial Estimated Market Value of Construction: $ [2--2- 00- `o El Addition: residence/ commercial If an Addition,what will use of new addition be? ❑ Alteration: residence/ commercial ❑ No change to exterio ize: residence/com'l X Other work(describe /I , 'isT.t/i' .. 4y CAR Pa�Te r d-�Ioa- Check Occupancylnformation 1st Floor 2°d Floor Other floor Total Below sq.ft. sq.ft. sq.ft. Square Feet ❑ Single family dwelling ❑ Two family dwelling 1 r‘C i ED ❑ Townhouse a? . -9�:� ❑ Multifamily dwelling MAR J #of units 9 2002 ❑ Office TOVIM OF QUEENSBU.W o Mercantile BU°LDING AND CODE ❑ Manufacturing _ ❑ -1 car detached garage _- ..___-_.. _ __- --_-- - - _. - — ❑ 2,car detached garage ,� 3 car detached garage 8 I(p o f - ❑ 1 car attached garage - ❑ 2 car attached garage ❑ 3 car attached garage ❑ Storage building- commercial ❑ Storage building- residential - 0 Other What is the proposed height of the structure I.5- feet 4/ inches .- Will any second-hand or ungraded lumber be used? If so,for what? 1 ; Type of Heating System: electric/ oil / gas/wood /forced hot air/ baseboard/other: /Vdit/& Number of Fireplaces to be installed —(3 ' Number of Woodstoves to be installed''0 .— List below the person(s)responsible for supervision of work as regards to building codes: Name Address Phone Number Builder f e_A[f}ad (u. era y CS/in4 44 f oats) 6 S'6 -3 2 z/ Plumber Mason Electrician QizAnl,Ie /l 616-E:T`uZ.,0/%-i-a 4!/S Ai ) 7f.-- ,p.,zZg Declaration: please sign below after you have carefully 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 I/we shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning , Administrator or Director of Building and Codes,an As Built Survey by a licensed surveyor;drawn to scale,showing actual location of all new cons ction. Signature: owner,owner's agent,architect,contractor Queensbury Building & Code Enforcement - Resi.-nti F. al Inspectian • Office No.(518)761-8256 Arrive: . 'pm art: am/pm Date Inspection request received: // Inspector's Initials: X— NAME: Nei-C- . i '�'..i PE'�IT . z�177LOCATION: 13 I L ti.c,.1_, D I : y---1—r) TYPE OF STRUCTURE: ba Comments mi Cs� No N/A ( Building Number/Address visible from road �� `" ✓ Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 45e pe ` 7 3 inch Plumbing Vent through roof minimum 6 inches C Roof Complete/Exterior Finish Complete 1�%���1e,r, ©/f - /CSA Platform at all exterior doors Guards at stairs,decks,patios more than 30 inches above 1+ade l�� Guard at stairwell at 34 inches or more 407 C-e. Guard at deck,porches 36 inches or more III ■ Handrail Termination at Newell Post or Wall 0`,� a/Z_ /JZ 7 / Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet ,� S 6 inch clearance to sill plate ___ ��!4 f`" ``. -� Gas Valve shut-off exposed/regulator 18 inches above grade )) :r it 51.�. fen Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safe ;lzin_ __ Interior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: __ Battery backup: Carbon Monoxide Detector: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Aid Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft,vents VAAid Lh -= Bathroom Fans,if no window Plumbing fixtures 71 g` 5 ` 79 Foundation insulation Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler i Relief Valve(s)installed/Heat Trap/Water Temp 110 ■ Enclosed Stairs Sheetrock Underside minimum'/2"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer 1 tA Duct work Sealed properly —I \I a�fl �`-' (� Gas Logs in Sealed or Glass Enclosure ���E > IJV Final Electrical D00 L©`)� Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required , Flood Plain Certification,if required Okay to issue C/C or C/0 [Temporary/Permanent] L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No..O2—/7 ...Cent. 6 7 9-1 Cut-in Card No Owner ��• `�9 ©� Location. .... .... Installation Consisting of.....V($£ / � .tA1/$f'� 7lJN 67 G- --f7 AlfL 14 l°,2or/'�-i Installed By Lic.No. The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of mak' inspections at any time, and if its rules are violated,the Company shall have the right oke is drtifi J Date r ' 0 g INSPECTOR. Member N.F.P.A.,I.A.E.I. Queensbury Building & Code Enforcement - Reside• ': Final Inspection Office No. (518)761-8256 Arrive: a Z` a Date Inspection request received: Inspector's Initials: - V QAME: LaFbc cr , r�{aFt� (718)-,w5k35 " PP IT#: 6Z_ I-77 LOCATION: p►L� w°p,(� R DATE: — TYPE OF STRUCTURE: (aQ,�C1L Comments 'F'RP M% OG 'D\k Yes _o N/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet J 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: _ Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum Y2"Gypsum Basement stairs closed rise>4 inches rage Floor Pitched arage fireproofing/3/4 hour fire door/door closer Duct work Sealed properly / Gas Logs in Sealed or Glass Enclosure _ * Final Electrical eFQ \0,hRv-C \F� T_M U\1 Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required _ \13cc_-v612b Flood Plain Certification,if required Okay to issue C/C or C/®[Temporary/anent L:�Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc Queensbury Building & Code Enforcement - Residenti:1 'sal Inspection if a Office No.(518)761-8256 Arrive:7 Q am/ 2_45 _' Date Inspection request received: Inspector's Initials: NAME: rnd-t. PE' #: LOCATION: 13 i in ' 71v•-0dn R09 DA / —__ TYPE OF STRUCTURE: Gft-reAje_. T Comments Yes No N/A Building Number/Address visible from road ��© G Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake per;, 4`% $E 3 inch Plumbing Vent through roof minimum 6 inchese36 Roof Complete/Exterior Finish Complete Doj b CASE \ Platform at all exterior doors Guards at stairs,decks,patios more than 30 inches above grade P t 1 LD t t ‘DTV.01, Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall 41111 \ )Ci Interior/Exterior Railings 34 inches to 38 inches C� Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet , C 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade \ lv a%sc3i c Interior privacy/trim/doors/main entrance 36 inches �3 Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom area: �� E ( j' Inter Connected: Battery backup: Carbon Monoxide Detector b‘ Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents iW Bathroom Fans,if no window C Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating ISc Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum Y2"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing 1%hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/O[Temporary/Permanent] ' L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised_100405.doc Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: f-C419/�/*7 Dept. of Community Development Request received: -t/7I Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE % n . DEP a Notes: • (518) 761-8256 Inspector's Ini als NAME: •� ;th C - PERMIT# /�®U Z-1 T? LOCATION: /3 9 b INSPECT ON(date): TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS • Footings/Piers Monolithic Pour Form Reinforcement in Place • The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site • Foundation/Wallpour Reinforcement in Place Foundation/D ampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R • - Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2, 3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping - L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc Office Use GENERAL INSPECTION REPORT b '3° Inspector: h Cott Town ofReady at time:Y Tofi Dept. of Community Development Request received: Ti30 7,00 Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE\f'L1 am/ T\! m/ m otes: (518) 761-8256 Inspector's Initia NAME: "'— ti (° �/fl &(f(boiiA © PERMIT# � LOCATION: rl �d K(h- j INSPECT ON(date): Y/c36/6 2_CAA C9 TYPE OF STRUCTURE: ,3 -4/1C���.c— • 111 RECHECK �`(` `h�'/�- `7 -4 - N/A YIN() COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundation/D ampproofing Backfill Approval Plumbing Under Slab Plumbing Vent Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers ' Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc 0 iv- . P .0- - ' tiorfr tAry ov y�w.rr•.w.idv / ' it....4, -reitfie t 4 '.-- (444? °45644°. ‘ '44" * .••••••°--.."--* -9 0 0 r ...,* '---------\ 4:or'.' Fri.rj 7:4 e, bc)lid . 3 1:31:1 c.... , "FA - iii P /..A\ . .. . , . . covcre . $ , pd 1 it y 3 t II ....._L ". . sra ,4‘.\ . ic 4.0.batfox 6.5. 7)402-4,-(e)b coveted, , a ' � `� ► N / y, Car . t / e , , ro 1 .....4?-5 g sca..ic Ail J gide' i\I --'"'". -- ! ems 1),,' 01- , ., ;may_ oOQ1, 1;2 ,Aboti) sob I _ U�4. / \Lj1J uc, N 50'12.40" E . o 7 `�/ 12.84' i} / ( TIE LINE Qr: / i ./ :� !r r.,nF'r • .. 't 4-.93 bA ,t� {: q CABj ` 6.30 �' - - "V , N. .S' �f /., ,z_ ©• 41is �1 3 / / frs,....5`...40of // 40 igqk N; f '. '-•'/':'7'.7 7.,...7, .5,`y.,..r1 i ,0. / , r.illC, ...7. /2 - cst f f a � . /.'. ,-.fr 4 a� c, o ` .` . 03 t ,! i :`` . • / .4, '''''\ ctsV- r..6. -/4' -c...."-- fix.. pi s 4 ' •. • O 0. • ODA • 4'0` pvat �`. � NAC' F.- f,\\-:%::\::,y, -� c ¢�n x�L fi.? t \ �, , _,,. / 1:*'.!A ,-n^r:' ,-- } -.•fir fcif ..,� , .7 `.. \..- ,...../ 7?„, ., \ .. --,---,.... ---- \\ , r ....... 1/4' in ..&DO tlivtD, r ram' j Y►O '-5ci�r ��.., l� 10.'sc \,4 ...- ....x..-0,-„, „,-- __ .,..,_., . ._, . . ..... -„A\ - 0:2 - \- , ... -- , c . , ,, ,...... , _ . _ 9 2°2' • ac cc� •��,t' B`A 57• 31 84- f . , • . . i . . _ . _ - (On- g • I, i h . . • b Ws.I .1.4q4 A . I kilt° . 1 , . I : i - . , , t , ' ''. . • • . .• i . i 't - _ , • ___, .. ', • , , • . . . . . .. , . . . . 'cskAt 01 • , , _ . • • i , tmcca') hic . 1 1 r. •1-Q, sty . ., . , . li . 91.S t k. 1 - Nii-iraD 1-ote . • 1 1 . . , . . . . . L\i,i1,. - ft flew 0 of K 2 ce i i' I , 11 . .. ... . --- ., . . . . I , . . • ' . .,r raitui,4 5 ectall oF . . , . , _ •-i-t14 est(Si - - . "GI 7)(-7, . ,,,13,4Ava, 8xe ' . _ ------ -1-. • ( — Tgr6D ellk)(Y).?•1-TDC''1 fl-M\6 9 .,. . , ... .-:.4 i i GRADE-TO-RIDGE HEIGHT: GROSS FLOOR AREA: b/�i S� E _ O Building Materials List for Plan # 816-2 to Variations in construction methods and materials can require modification iC TOWN OF QUE URY of this'list. Every attempt is made for greatest accuracy, but quantity - _-___ __ _ ._ ____ _.___- __- _ ,7:_ TOWN QUEENSBURY_BUS'�UIWaDEPARTMENT.-- - _-- verification is recommended for local conditions and methods. Based on our Rmited examination, H compliance with our corwwts shall BUILDING & COD DEPT. 4) -Local building code approved substitutions may be made to this list•- not be construed as indicating the REVIEWED BY 1 plans and specifications are in full cclnpliance vnth the code. DATE Concrete & Reinforcements For Monolithic Slab/Footing Zy aL I i■ Poured-in-place concret (min) 15.5cy _ grade 40 410.4/f 21 -20'pcs. y #4 Reinforcing Steel Bar ASTM A-615 g w/6 x 6-w1.4 x 1.4 wire mesh 787 sf 200 If, 4'roll + ' Concrete & Reinforcements For Stemwall/Footing Foundation 3 Poured-in-place concret (min) 15.5 cy #4 Reinforcing Steel Bar ASTM A-615 grade 40 6871f 35-20'pcs. coo W/6 x 6-w1.4 x 1.4 wire mesh 731 sf 182 If, 4'roll Rough Framing 2 x 4 x 92-1/2" HF/DF"stud"wall framing 128 pcs. l 2 x 4 x 96"HF/DF No. 2 for plates and lookouts 24 pcs. 2 x 4 x 96" HF/DF No. 2 pressure-treated mudsili 12 pcs. . � c 4 x 10 DF No. 1 Header 10'length 23 pcs. y Z Go 2 x 6 DF No. 1 Header 10' length pcs. + 2 x 6 DF No. 1 Header 8'length 3 pa 0 =) 2 x 4 x 22-1/2"with screened vent holes 40 pw• K.+ 4 x 4 HF/DF No. Bracket Material 8'length 9 pcs. Q N +S: Trusses: 6: 12 pitch 24'-0"span, incl. (2)end trusses 19 cs. a U 2 x 6 HF/DF No.2 Dormer Rafters&Ridge 10' length 14 pcs. 2 x 4 HF/DF No. 2 Dormer Collar Ties 12 length 3 pcs. 2 x 4 HF/DF No. 2 Sub-rakes 20' ength 5 pcs. r Sheathing Materials j I ulliltulllua�l�! (�JI���(�IIIfIIIIIIIC 1 l LID � 1/2"5-ply C-D APA Plywood, ext. glue P.I. 24/0 Roof 4 x 8 sheet 47 sheets � 411 l� � I� ( I �,I I I I Ll I CC- Vapor Barrier I I1 ll llll ��� [�u��illli(I ._.. f I( II �� Roof 15#bituminous felt paper in 36"wide roll 540 If Walt 7#bituminous felt paper in 40"wide roll 480 If I 1 Illllll � �- Floor.006"black polyethylene membrane 800 sf ��� Siding Materials 11 I l l I I I llulllll(Nllllll u � 7/16"o.s.b.text. (or 5/8"T1-11 plyw'd) panel siding 4 x 8 sheet 40 sheets (optional)8"textured o.s.b.siding boards with 1"lap 1019 sf 1742 IfPr # 2 Cedar Trim: 1 x 4 10'length 19 pcs. "" Cedar Fascia: 1 x 6 10' length 9 pcs. I,'+' ( �►I l� x= ! Cedar Rakeboard: 2 x 6 16' length 4 pcs. Cedar Rakeboard: 2 x 6 10' length 2 pcs. Roofing Materials NEDComposition Roofing Shingles 1352 sf 13.52 sq. REC E +. Windows and Doors _ 4 ea. MAR 9 200 2030 window assemblies I 3068 exterior door assembly 1 ea. TOWN OF QUEENSBURY 8'-0"x T-0"sectional garage door assemblies 3 ea. gU1lDING AND CODE 3 ea. 1818 window assemblies Metal Parts O Z Anchor bolts: 1/2"dia. x 10"ASTM A-307/A-325, type X w/hex nuts- 30 pcs. 30 cs. _ -- - - - _ ZQ Flat washer: 2"x 2"square x 3/16"thick p -� Simpson H1 clips(or equal) 38 pos. -_-___ __ _-__. Simpson STHD10 hold-down straps(or equal) 4 PCs. GARAGE DOOR HEADER CALCULATION --- - I 16d sinker nails 1-50lb. box 420 ��T a Z f 8d common nails @ 145 nails/lb. 30 tbs. � 110 � W lJ y 20 lbs. - - _ ---_._... .- _- cc i Roofing nails @ 210 nails/lb. — Lt)k-D G ✓Metal corner caps for siding, size as required 68 P� S r t/� 01 V-6"square louvered attic vents w/screen 2 pcs ( - 1 tJ - �I -Note: To advise corrections,please call Bohm Design @ 1-800-210-6776La �&I_s A"04001) 2 ^ Z Q J CC 1 CC Z N W Z N T' U W V Z i ?D X(-K z2Zo 4 ' Aj � d d m I 4 � 3 ZoA . 3 �N SHEET �2 s l !4 (� Z, Z x 12 This design and planset is the property of Behm Design © 2001. �19� �` �� ck g 1 Reproduction of any kind is prohibited by copyright law without a` ;; expressed written permission by Behm Design. Plans are sold for j (1) one construction use only. Repetitive use agreements are OF 4P available through Behm Design. I EAVE DETAIL. TYP, 1 X 6 FACIA NOTE: ENGINEERING DATA AND SPECIFICATIONS SHALL BE PROVIDED BY TRUSS MANUFACTURER AS _ C REQUIRED BY BUILDING OFFICIAL - W �� AND SHALL BE STATE APPROVED, BUILDER SHALL FIELD VERIFY ALL DATA REQUIRED FOR TRUSS 4) FABRICATION AND ERECTION. , 12 INCLUDING SPAN, SLOPE, AND ELEVATION, PRIOR TO FABRICATION TFJES @ •O.C. E■�� ,,,Q i W Q SUP ORT KETS °C Colo TYP WHERE HOWN I 2 1 6 NA RIDGL FL r OVER 'RUSSEl.i x C Q SEE I Y °9 BRACKET/ W Q GABLE O ofO 2 X RAFT (g? 21' ( DETAIL, P• O N I II '� TYP. cl) O x x 2X41; T a 0co r- 1 9(� cn J — I //my < cy • � I 3 � J 10 m + W x 2 X SUER E -•. 2 8 NOTE: 1 ARROW LINE INDICATIONS ILLUSTRATE EXTENT OF VENTED 2X BLOCKING 43-2.0 HOLES) ROOD FRAMING PLAN BETWEEN TRUSSES Q TOP DIRECT SPANNING MEMBERS, NOT OF DOUBLE PLATE, TYP. ION OF SPAN FOR ROOF SLOPES, SCALE: 1/4• s= 11.01 SEE TYPICAL WALL SECTKM 041 SEE EXTERIOR - -- -- - - -- -_ ELEVATIONS 34�11 r �--� ---— --..- . _.. . � OPT I NAL SEE EXTERIOR I DOOR 2 X •FRAMED NOTE ELEVATIONS FOR I LOOCAT HALL,TYP, NAIL SHEATHING OR PANEL SIDMIC W/ WINDOW SIZES 8d® 6.D.C. EDGES AND® 126 FIELD, AND FUNCTION TYP.ALL EXTERIOR WALLS O ARE BRACED WALLS Z T _I Q O 'ELECTRICAL OUTLETS Ja, AND LIGHTING; SHALL BE PER OWNER DIRECTION 0Z W G O Dp 2-CAR GARAGE N Bi CONCRETE SLAB' N 3 FLOOR 3 J LINE OF OPEN _ Z Z i � a a. z :IL DOOR U cc 0 L�CONSTRUCT AS � v ALTERNATE @RACED LOCATION 0 v WALL PANELS, SEE • C I DETAIL 5 W 1� 4 X 10 HEADER CA SHEET I NOTE: FLOOR PLAN DIMENSIONS ARE TO FACE OF FRAMING LINE OF ROOF OVERHANG ABOVE � - OR CENTERLINE OF BEARING, TYP.AS SHOWN. T■ r- �,.--,-� — . 2 1 if !- _ ��� G7 !I WINDOW AM DOOR • HEADERS SHALL BE 2- 2 X 8 HF2. OF FLOOR PLAN UNLESS OTHER-WISE NOTED SCALE; 1/4" m V-08 2 X 6 RAFTERS E l Z 2 X 4 0 160 WALL FRAMING O V b _ BL. 2 X 8 HEADER I � TRIPLE 2 X 4 MULLION, TYP. ) B�DORMER FRONT WALL DETAIL � • 2 X 6 RIDGE BOARD 2 X 6 RAFTERS 2 X 4 COLLAR TES 1� aO O DORMER BEARING WALL W/ O DBL. 2 X 4 TOP PLATE, 2 X 4 0 16' t/) O ROOF TRUSSES STUD WALL FRAMING, AND NAIL Z 0 i SOLE PLATE TO TRUSS TOP CHORD 0 _ ti .�j W _j ? QN 40% y I TYPICAL CROSS-SECTIONS ILLUSTRATE SEE GENERAL STRUCTURE OF BL LDNIG. FOR DETAILS SEE TYPICAL WALL WALL SECTION'AND RESPECTIVE SEC �FRAhv4 pL&NL I CONCRETE SLAB FLOOR . rCON4CRETEUNDATION CROSS-SECTION SCALE: 1/40 = 1•-0" N 10 00 ' I I I 1/2.0 X 10• A.B. i ( EMBED 7• INTO CONCRETE 0 1 • MAX. 48. O.C. SPACING, I NOTE: FOUNDATION MIN. 12• FROM CORNERS Z FOUNDATION SHOWN IS STEMV�4LL/ 6 WALL ENDS, TYP. LINES OF CONCRETE I Z FOOTING. WI'SEPARATELY-POURED FOOTING BELOW, TYP. I SLAB.OPTIONAL MONOLITHIC-POURED. NOTE- THICKENED EDGE FOUNDATION MAY BE USED. FOR CONCRETE FOUNDATION d II SEE ALTERNATE TYPICAL WALL SECTION DETAILS, SEE TYP.WALL SECTION, I I 0 3 W I, o cc o a I ( ' � 48 CONCRETE �- SLAB W/ 6X6 - W1.4X1.4 N 36•X 48• ee � CONCRETE • I Z. � Z >a I a0a , I zV � ._► ! ' SLAB EDGE THICKENED TO Z a N z ,L-7 E:MBEDDED HOLDDOWNS S. WITH 1 NE4 REINf. BAR N I qE D SEE SEE GARAGE DOOR DETAIL G ( V = CA O ALTERMATE.BRACED I I WALL PANEL DETAIL W LL V �. cn— — — —.. — — — — - SHEET — - - — NOTE: FOUNDATION PLAN DIMENSIONS ARE TO FACE OF CONCRETE OR CENTERLNE OF BEARING, AS SHOWN. 3 ,I La ��II OF fo - DOOR ROUE_OPENING- y T I ODI�R R� A FOUNDA SCALE: 1/40 = V-0• i i SEE -------- —{ BRACKET/ GABLE 0 18•SO.LOUVERED COMPOSITION DETAIL, 1 V VENT W/ SCREEN ROOFING TYP. • TYP.EA.SIDEC i ! i co 2 X 6 RAKEBOARD W/ i j 2 X 4 SUBRAKE 1818 IE]l 1818CD 1 X 6 FASCIA Gain(DING: 030 TEXTURED 6. O.S.B. � SM CSM CSM 3068 LAP SIDING W/ 1'LAP, 7[., DOOR OVER 7# FELT, OVER 7/16.O.S.B. SHEATHING OP1 AND v ► ION WD OPTIONAL SIDING: ,,r----- ——� 7/16' TEXTURED O.S.B.PANELS, RAGE 7 pOR8X 7ARAGE DOOR RAG DOOOVER 7V FELT VAPOR BARRIER (D Go 5/4 X 4 WRAP TRIM BUTT I ' O t SIDE MEMBERS TO TOP,TYP. ��--••i+ ME] EE]OffEl �, 1_ ' GRADE LINE 0) J LINES OF FOUNDATION — ------- --------- I MITRE SIDING CORNERS AND SEAL AS PER MFR'S. RECOMMENDATIONS. LEFT SIDE ELEVATION METAL CORNER ELEVATION , REWFORCMENT _ _ � SCALE: 1/4" = 1'-0" � CAPS MAY BE USED ' SCALE: �/4� c 1'-0' 'OPTIONAL 5/4 CORNER BOARDS MAY BE USED I ' N ,r • 00 4 II I � - 030 2030smi _ CSMT co __ — ------ LIJK 1= Q O I Z r"4- . _ Q H W ° 4 RIGHT SIDE ELEVATION REAR ELEVATION 'SCALE: 1/4" =i 1'-0" w SCALE: 1/4" = 1'-O" w W co SHEET i � • � 4 0F (p - Structural/General Notes /Specifications A. cianeral The following notesshall clarify cad supplicant do working drawings ROOFING AS SPEC'D. SLOPE AS SPEC'D. SHEATHING AS SPECD. 2'-W. B. Codes&Standards C)/H Uniform Building Code(UBC),1991 Edition/AC1-318;ACI SP•15/M.BA A ifamual .. DRIP EDGE FLASHING ROOFING AS SPECIFIED (For die circumstance of stock plan use,amply with all bcol applicable codes as required by Building Official) TRUSS ROOF SHEATHING C live loads NOTCH TONE ON BRACKET' ' Roof........................25 lbs/d Floors.......................40 IWO t 2 X 6 RAKEBOARD �-OPTIONAL GUTTER i Stairs&Exist..........100(levels! ` Wind........................80 mph,Expown'B'(Yady for spnndfic siticng) SIMPSON H-1 1 X 6 FASCIACD Seismic zee(UK 2312).............3 re••• • ��sq � ! DOUBLE 2 X VENTED 2 X BLOCKING ROOF AND WALL .�� TOP PLATE W/ (3) SCREENED N D. Soil&Foundation Data FRAMING AS SPEC'D 2" 0 HOLES 1. Sal bearing data not available.Assumed sal baring mpatiq-20M b/d. WALL FRAMING 2. Extend all botings down to undisturbed soil of the specified mwgth with o minimum depth of IV below adjacent grade,of as ro*W by local building official,based on local frost fie depth. Q • 3. Caner all footings on columns and walls unless specifimNy dime sicced otherwise. BRACKET MEMBERS FROM 4. Compacted fill to be well graded and gronulor with act aware don S%passing a 200 sins.Place in 94PA loose lihs and compact te 95%modified AASHO LOCATE STUD 4 X 4 STOCK density ofoptimum moisture. BEHIND BRACKET s &TRUS' S EAV E DETAIL CENTERLINES, TYP. 3/800 LAG SCREWS W/ 3/4u o 11.0.1 J N E. Cast-In-Place Concree and binforcia Steel FLAT WASHERS, Q 1. Concrete of do following 264sy strength:S sock anmant/cy(min.2500 psi);mox.6 gal wohr/sock for Alistructural concrete,inducting foundation ca d slabs COUNTERBORE, CID j on grade.Maximum sized aggregate N.Maximum slump 4.Add Nola Builders Pomlidr per ranelacwren's nmmmadatioe to oil macro except footings. FILL FLUSH, TYP. CD tad S%atr SHEATHING AS SPEC Z Q p 1 Concrete for e*rw walks b be ocr eats ( ) 2. Reinforcing steel ASTM A-615 prods 40/60.Use grade 40 fortempermium steol,stirrups and dowels.Dobil,fabrimte and plea in acradoaa wide the kdat _ _ _ ___.-._ N °D edition of A.CL'Mm W Of Standard Prodim. Z } ' 0. Concrete corer on reiaiorciag steal(deal dimensions): 2 X PRESSURE i G .N�- = Z n TREATED SILL SHEATHING/SIDING/VAP Suspended...................................�� �- BRACKET/GABLE DETAIL- - W/ 1/20 X 10" BARRIER AS SPEC'D. ! W U. cN�o La Booms&columns(to tie)...................1 b W e+s O ! Non♦xposedvertical few....................I' ANCHOR BOLTS C) = : SCALE: 1' = 1'-0" Q 48" O.C. CONCRETE FOUNDATION WALL I ()• m p• N W Yertiml faces exposed to ad or wnmher-2" W/#4 TOP AND BOTTOM Bottom of Footings.............................3 CONCRETE SLAB FLOOR (#4 @ 12. O.C. IF FDR SI06540•2rode(from top)..................-1 b WALL > 24" HEIGHT) 4. lap all field splices 24 diameters with minimum of 12'.BOW outer wall footing bars 12 incre or use corer ban of nit canners and WON isimudioRL S. Pravido m►ia.oe continuous#4 buratiop ad bottom ofbuodatis woos w/#4 at it o c wkaswd k*htaced two inn.Provide min two cstimuoos I z #4 bars in footings.Dowel foundotion molls to footings w/#4 x 1'-'bag @ 16'o f Embedded 6'late footing.(No sheer keys required) CONT. 2 X WALL TOP PLATE - so 2 6 Reiafom nand suck and slab opaings,wi�l We 12'a gnawr,with two#S ban Weeding 2V beyond mr m an all four side.Provide one extra#S I 2'-8• MW. FIN. GRADE ' diagonal bar,4'-0'bag,of each rasa. J. Sbbsa•prodo:Ron sub grade and neaten bore poor.Sow artcradc oomWrol joints witbira 24 hsnal pours issue Zip-Slip,wish maximum 12'-0'for ( ' 006' POLYETHYLENE 4'an-neiniorad slobs and 40'.0'W reinforced slabs.(mica.reinforcing:w6 x 6-w1.4 x 1.4,supported) T - ^ I 2 (VERIFY/SATISFY L YibroM on mcrcrew Sepregaaon al materials a b pressed Test cyliadas net required + „_ VAPOR BARRIER ZD LOCAL DEPTH • i__-_ V_ 9. Place no fin ogoW foundation a bosomed wolfs until flomam in place or wells hove base adequately shored b resat lateral salt pressure. REQUIREMENT) • GRAVEL BASE AS REO'D. F. Masonry fors ogpLl •. CONCRETE FOOTING W/ (2) • • Al f;d NAILS @ 6. O.C., CONT AND #4 DOWELS '• 1. Hollow masonry waits:F'f f=13%(bag haff c.mr.u.) • I. L I INTO ALL STUDS #4, Morwr S. blime puny, i I- � AND HEADER @ 16" O.C. VERT. type �, �m �. j i.i Gnat:200o psi pea growl concrete V sack) f� I I•I •` 5" 6" 5. OPTIONAL FOOTING DRAIN. 2. Reinforcing seal:ASTM A-615,prods 40 ! I BEARING SOIL cm3. Place grout in lips no greater than 4'-0'height. HEADER AS SPEC'D. •� I + •I 4. Wall reinforcing: NAIL SHEATHING SINGLE STUD ! r V woks:#4 vertical @ 48'&L w/#9 wim boa.Joint vial.@ rof TO HEADER @ 6" O.C. •� I• r wells:#5 wrticel @ 48'o c.w/3/16'din.win ho&Jam r"@ r o.c FA.WAY I I I lea two ban in corers,wall intersections,wall an&*and crowd apeairps.Lop off bors20 inches sad "main ft 12 WEIRL US eerier bon for outer I1 � �•�. (• (3) 2 X STUDS,44AIL OTYPICAL WALL SECT I O N ! bars in bond beams and at intersecting walls APA RATED SHEATHING SHEATHING TO EACH j S Aerbor brick vow to wood flamed wan edebited with Z?ga X Jli':1'galvanizedaarrugcwd wok ties @ 1P o c ea one Si Mby with mpson m20o mail.. 3/8•MIN. 24/0 EXP. 1 •r (. �.� I. 3/4" = 1 .0° 6. Timber cad Wood Fromie I �• 1. Substitution of wood species iderrtified herein may b e approved by local BuNdug or"cad material sir"th and coinams shall equal or and dotal •� �' I' • do spode tdemi(ied harms. 1 the west Cast Lumber I Bureau: .I.1• 1.110 2. AN lumber to be graded per book 6 al n*Khos HF/DF no.2 for INA ralters,ho Walk Plate and bradrg _ OF no,1 for pets and beams _ i HF/DF'We for stud wall Waning I I 4 2 X PRESSURE-TREATED WALL FRAMING 3. Comply with tb latest edition of do NFPA NodoW Deign Spodfimtion a modified by do UBC for OR sWrVdmw timber regoiremats. I•I •I I• SILL W/ 10' ANCHOR BOLTS 4. Joists and rafters shall have 2'nominal thick solid blocking of Supports. @ 48" O.C. SIDING SIMS. Spiks bmincted mambas together w/10d nails @ 12'c c,dopperod.Splice bmiatim at supports oely. EMBED I STHD N RE E:f3tJAL ! 6. Provide at washers for oil bobs baring on wood.V. AN sails shall be caeca wire ails. .� �•I EMBED INTO CONCRETE �• ry MONOLITHIC-POURED 8. Wue-bminoted timbors,Douglas fir,AJ.LC grading:cembinotios 2043 br simple spas:24F-V8 for mmtilewred spas.Dry condition of ee.Ardkitedwd FULLY NAIL TO WALL 40 CONCRETE SLAB oppeomaoe grode when exposed is view.Fabrication glen AJ.T.0 WspedodJ Wrap individual members. . 4-1/2•, TYP. , _ • i 9. Plywood:Roof sbnth ft to bib'C-0 sups plywood with exterior give,P.L 24/0(use S-ply for panelized roofs)NaNeg dd @ 6 o c.of panel edge and l� I ad @ lY u of inimms"supports.Sub-flooring to bo V4'C4kpa plywood witb exterior give,P.L 32AL UnT&G N coo wdsrfsymon Glve ood ad with DIA. ANCHOR 4' GRAVEL •� 8.4 @ 6'oc at pant edges and(g?10'at imern mliote wpporte I•( 1N/ 7 N S BASE AS REC�D. _ \ GRADE ��; . 10. Pre-fobrimted trussed membasto b designed by opplabb albs Ncerwd engineer in accordance with mquiraaalsshown in so drawings.Controda shall � ( ,10' EMBEDMENT. TYP. i { verify as4mand dime saxomd m ilmoe pwto Wass fobricsi m ad coordina enquired.AN argamng dab shall b mods ovoiloWe forsubolol to do 006 POLYETHYLENE ! Building Official a required - VAPOR BARRIER H. Structural Steel I I • , ;. I 4" MIN. FILLET TRANSITION tit Q 1. All steel,except cubing:01i A36 Pipe:A911 A-53,Type E a S,grade B.Tubular section:ASTM A500,grade B.An bolts:ASTM kW1A 325,type 1L I I I t GRADE LINE 2. AN fabrication,section and dobding shoe b is accordance with to latest edition al do'Nomml Ol Steel Construction of the Amerima Imstiwle Of Steal a W BEARING SOIL Z J ! (anstrudiaa - t (3) #4 REBAR, CONT. J 3. AN welding by WABO certified welders in accordance with dke'Welding Handbook'by do Amnrimn Welding SrnciNy. I 12" J }'o-CONCRETE FQUNDATKiN . J p Q 4. AN wolds 3/16'mice coatimmus fiNN wokls using ASWAS,E701111 electrodes. 8• 1��• �' • NOTE: a S Provide washers s all bolted cenectioe AS SP£C'D. VERIFY LOCAL FOOTING DIMENSION REQUIREMENTS � i"' G W 6 All steal etankbgdded ieamcrew a masonry shall receive one slap centala approved priaaer I •�dy wo mateal bony asphaltic palm ballsteal - �._.-_. W Uj W C posed to sordr. - ' -' J 1. Furnish complete shop drowingcprior to fabrication. W J ex Q I"' ALTERNATE BRACED WALL PANEL (DTHICKENED EDGE FOOTING 4C J °`.LLA o 1. Miscellaneous l U _ k „ W � C Q 1. Coatrada shall verify off site 000"Msand 6moeioe is fold. 3/4 - (FOR 1 -STORY) AS PER U.B.C. 2320.11.4 2. Prorids temporary bracing a required until all permakrerntmanaedioeomd stiffeoing haw lens iastoNed F� - JZJQ 0. Verify size and lomtioe of all openings in Boor,roof and web not!aordiatewith electrical cad mechanical work 4. Pro4okicated doors*Ali b handled end installed to cordoan with manufacturer?recemmencloh .Pre-bbncBWossembfissAd b cooMmated with LU Me IL Me V LU J W ay as-buili condition by do coatrador regarding dimnosions,cloaance end applicable building cods ngwwente. 5. AN HVAY equipment sholl b detnrmiasd by owner and/or cabodor specific10 this proiedad c mplywith all applicable calk Perlormsce cob and ~ Q a ! tbematodore and do Building OflidaL ~ Q distribution layout shoe b provided by mechanical submntrodor.Submittals shoR b madrroted by n9 by Bulldog 6. it alb WWof free drowinpacd specifioodoe6 comply With do rogviramatsof do Uniform Building Code and off other rodwaatmdeand adinomces Any discreponda,omissionaerrors,"b brouoto do coatis ohm for dation amrredia lesion bepW%tb work lab do Ay N nspoeNry ofdo gerund mntradorIs seek daifimdom orwedion ff needed i 5 ! HEADER AS SPEC-D. 'D HEADER AS SPEC . i j SHEATHING/SIDING oe 1 , SHEATHWG/SIDWG HEADER AS SPEC'D. VAPOR BARRIER 2X CASING � � FLASHING/DRIP EDGE I • VAPOR BARRIER O WINDOW WRAP TRIM V WRAP TRIM SHIM HEAD p JAMB SIZED FOR HEAD p �� I C 1 NAILING FIN FOR ATTACHMENT CASING TRACK ..' WALL THICKNESS � GARAGE DOOR STOP, MAY BE HEAD p FLASHING/DRIP EDGE i FITTED WITH SEAL � � I SHEATHING/SIDING VINYL WINDOW UNIT E i TRACK - MOUNTS SIDING PANEL VAPOR BARRIER TO CASING TRIM WRAP TRIM ■�ED) .Q JAMB JAMB D CASING, NAIL TO FRAMING JAMB VAPOR BARRIER D STOP ROLLERS MOUNTED co _ CAULK WINDOW WRAP TRIM Q 3 TO GARAGE DOOR DOOR PANEL W/ SHEATHING/SIDING Q MORTISED HINGES CAULK THICKENED CONCRETE GARAGE DOOR FLOOR SEAL '- JAMB p NAILING FIN FOR ATTACHMENT SLAB EDGE AS SELECTED OPTIONAL DEPRESSED SLAB THRESHOLD WITH SEAL KING STUD p THRESHOLD p ESE FOR RAIN SEAL THRESHOLD D TRIMMER STUD O CONCRETE FLOOR N aD -- - Z �. i ; ( SHIM FOR LEVEL AND SUPPORT co W J to O Q 04 APRON/PAVING 2 X 4 SILL d V i ! FOUNDATION AS SPEC'D. 1/2' EXPANSION JOINT MATERIAL ol • lei ODOOR DETAIL SILL > NAILING FIN FOR ATTACHMENT ___ _ - ---------- - WINDOW WRAP TRIM VAPOR BARRIER @GARAGE DOOR D j ETAIL PLAN VIEW SHEATHING/SIDING I 3/4" = 1'-0" CRIPPLE STUDS I %X TV : i OPTIONAL BLOCKM M NEEDED - NOTE: DOOR AND WINDOW COMPONENTS SHOWN ARE GENERICE—COM"3;1= CORVER FRAMING OPTIONS VINYL WINDOW DETAIL N ! AND ACTUAL PRODUCTS MAY VARY SLIGHTLY I�1 CONFIGURATION. �, � i I DOUBLE TOP PLATE DOUBLE TOP PI-ATE r • CONTINUE SINGLE TOP co OVER HEADER PLATE OVER HEADER I CRIPPLE STUDS , , i ! i 4 X 10 HEADER 4 X 10 HEADER i ( � DOUBLE 2 X 6 HEADER 6 H W TION DOUBLE 2 X HEADER O AL DOUBLE TOP PLATE i I � / P 1/20 PLYWOOD FILLER AT INSIDE FACE i CRIPPLE STUDS IKING STUD Z i Z VERIFY Wit,If W RO 3'-4" ROUGH OPENING -- OPENWQ.S TH S LECTED 'J TRIMMER, O. DOUBLE KING STUDS -_. PRODUCT RE FRAMING i Z Z i z CRIPPLE STUDS Q FIN•- Z z TRIMMER ! W Q Q Q a - ( O O O O = 0 KING STUD SILL Jill I I � � •GARAGE DOOR OPENING � GARAGE DOOR OPENING' ' 0 DOOR OPENINGix c , (A Z i N a I U. CRIPPLE STUDS Z w N a, F- J 1M. Z SILL PRESSURE-TREATED Z O W a G Z O 1' 1— UJ ANCHOR BOLT LU W a I PRESSURE-TREATED SILL . (' G O O D i SILL CCJ LU W, CC Z aW cnLIA .cs o330 • SHEEFT TOP OF CONCRETE FOUNDATION WALL I @GARPA%f%A-%E DOOR SEPARATOROF FRAMING DETAIL DOLOR FRAMING DETAIL � WINDOW FRAMING DETAIL 3 � 1997 UNIFORM BUILDING CODE EXCERPTS FROM CHAPTER 23 EXCERPTS FROM CHAPTER 23 _ 1997 UNIFORM BUILDING.CODE TABLE 23-11-A-1-EXPOSED PLYWOOD PANEL SIDING TABLE1341-54=NAILING SCHEDULE STUD SPACING(Inches) CONNECTION NAILING MINIMUM ESSt PLYWOOD SIDING APPLIED DIRECTLY MINIMUM NUMBER TO STUDS OR OVER SHEATHING 1. Joist to sill or girder,toenail 3-8d x 25.4 feh mm OF PUSS x aa.4 few mm 2. Bridging to joist,.toenail each end 2-8d 3/8 3 162 3. 1" x 6"(25 mm x 152 mm)subfloor or less to each joist,face nail 2-8d 1/2 4 24 4. Wider than 1" x 6"(25 mm x-152 mm)subfloor-to each joist,face nail 3-8d IThickness of grooved panels is measured at bottom of grooves. 5. 2"(51 mm)subfloor to joist or girder,blind and face nail 2May be 24 inches(610 mm)if plywood siding applied with face in perpendicular to studs or over one of the following:(1)1-inch(25 mm)board sheathing, 2-16d (2)7/16-inch(11 mm)wood structural panel sheathing or(3)3/8-mch(9.5 mm)wood structural panel sheathing with strength axis(which is the long direction 6. Sole plate to joist or blocking,typical face nail 16d at 16"(406 mm)o.c. of the panel unless otherwise marked)of sheathing perpe lcular to studs. Sole plate to joist or blocking,at braced wall panels 3-16d per 16"(406 mm) • 7. Top plate to stud,end nail 2-16d 8. Stud to sole plate 4-8d,toenail or 2-16d,end nail •1�81 9. Double studs,face nail 16d at 24"(610 mm)o.c. 10. Doubled top plates,typical face nail -16d at 16"(406 mm)O.C. Double top plates,lap splice 8-16d W 11. Blocking between joists or rafters to top plate,toenail 3-8d coo 12. Rim joist to top plate,toenail 8d at 6"(152 mm)o.c. 13. Top plates,laps and intersections,face nail 2-16d TABLE 2341-A-2 ALLOWABLE SPANS FOR EXPOSED PARTICLEBOARD PANEL SIDING ' 14. Continuous header,two pieces 16d at 16"(406 mm)o.c.along each edge MINIMUM THICKNESS(Inches) x 2&4 tow mm 15. Ceiling joists to plate,toenail 3-8d Exterior callings and 16. Continuous header to stud,toenail 4-8d STUD SPACING(Inches) Siding Soffits 17. Ceiling joists,laps over partitions,face nail 3-16d. GRADE x 25.4 for mm Direct to Studs Continuous Support Direct to Supports 18. Ceiling joists to parallel rafters,face nail _ __ 3-16d M-1 16 /8 3/8 /8 M-S 19. Rafter to plate,toenail 3-8d M-2"Exterior Glue" '4 5A 3/8 3/8 20. 1"(25 mm)brace to each stud and plate,face nail 2-8d 21. 1" x 8"(25 mm x 203 mm)sheathing or less to each bearing,face nail 2-8d 22. Wider than 1" x 8"(25 mm x 203 mm)sheathing to each bearing,face nail 3-8d 23. Built-up corner studs 16d at 24"(610 mm)o.c. TABLE 23-11-0-2-WOOD STRUCTURAL PANEL ROOF SHEATHING NAILING SCHEDULE( - -- - 24. Built-up girder and beams 20d at 32"(813 mm)o.c.at top and bottom and staggered 2-20d at ends and at each splice ROOF FASTENING ZONEII 25. 2"(51 min)planks 2-16d at each bearing t 2 3 26. Wood structural panels and particleboard 2: Subfloor and wall sheathing(to framing): Fastening Schedule 1/ "(12.7 mm)and less 6d3 (Inches on center) t0, "_3 " WIND REGION NAILS PANEL LOCATION x 25.4 for mm /32 /4 (15 mm-19 mm) 8d4 or 6d5 7 8"-1"(22 mm-25 mm) Greater than 90 mph(145 8d t oittmofi' Panel edges _ _ 6 6 4 l I/8"-11/4"(29 mm-32 mm) 8d3 1Od4 or 8d5 km/h) Panel field 6 6 64 Combination subfloor-underiayment(to framing): Greater than 80 mph(129 8d common ' " -Panel edges3 6 ' ' 6 4 3/4"(19 mm)and less 6d5 /8"-1"(22 mm-25 mm) lids km/h)to 90 mph(145 km/h) - Panel field 12 6 6 I I/8"-11/4"(29 mm-32 mm) 10d4 or 8d5 [86­mpl(129 km/h)or less 8d common Panel edgeS3 6 6 6 27. Panel siding(to framing): Panel field 12 12 12 1/2"(12.7 mm)or less 6d6 (Applies only to mean roof heights up to 35 feet(10 700 mm).For mean roof heights over 35 feet(10 700 mm),the nailing shalt be designed. 5/8"(16 mm) 8d6 2The roof fastening zones are shown below: 28. Fiberboard sheathing: 1/2"(12.7 mm) No. 11 ga.s N 6d4 No. 16 ga.9 G5/32"(20 mm) No. 11 ga.8 r 8d4 No. 16 ga 9 29. interior paneling 4 FT. 4 FT. 1/4"(6.4 mm) 4di0 3/8"(9.5 mm) W i t 4 FT. ]Common or box nails may be used except where otherwise-stated. 5 FT (INCLUDING 4.FT, OVERHANG)- - 2Nails spaced at 6 inches�152 mm)on center at edges, 12 incR "Res(305 min)at intermediate supports except 6 inches(152 mm)at all supports where spans ire I I I I 48 inches(1219 mm)or more.For nailing of wood structural panel and particleboard diaphragms and shear walls,refer to Sections 2315.3.3 and 2315.4.Nails for wall sheathing may be common,box or casing. I ( I I 3Common or deformed shank. I I I I 4Comn:on. 513eformed shank. I I I ( 6Corrosion-resistant siding or casing nails conforming to the requirements of Section 2304.3. I 10 I I Q1 I 2 717asteners spaced 3 inches(76 mm)on center at exterior edges and 6 inches(152 mm)on center at intermediate supports. I i I I 8Corrosion-resistant roofing nails with 7/16-inch-diameter(I1 mm)head and 11/2-inch(38 mm)length for 1/2-inch(12.7 mm)sheathing and 13/4-inch(44 mm) length for 25/32-inch(20 mm)sheathing�conforming to the requirements of Section 2304.3. I I I 9Corrosion-resistant staples with nominal /a6-inch(I l mm)crown and 11/8-inch(29 mm)length for 1/2-inch(12.7 mm)sheathing and 11/2-inch(38 mm)length I I I for 25/32-inch(20 mm)sheathing conforming tote requireirien'Ldof Section 2304.3. I I I I 1OPanel supports at 16 inches(406 min)120 inches(508 mm)if strength axis in the long direction of the panel,unless otherwise marked].Casing or finish nails spaced 6 inches(152 mm)on panel edges,,12 inches(305 mm)at intermediate supports. I I I I 11Panel supports at 24 inches(610 mm).Casing or finish nails spaced 6 inches(152 mm)on panel edges,12 Inches(305 mm)at intermediate supports. 1-212 ROOF RIDGE 3 ROOF FASTENING ZONES N Z For SI: l foot=304.8 mm. W 3Edge spacing also applies over roof framing at gable-end walls. lW 4Use 8d ring-shank nails in this zone if mean roof height is greater than 25 feet(7600 mm). � Z SHEET NO. ��.Wile.i►...-YL.Y..Y.IL_.'.J-fWr...r.f.W\'.M,...-.}b..u::N.