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HomeMy WebLinkAbout24547-z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-25678 Date: 04/24/98 THIS CERTIFIES that the building ACCESSORY Location of Property: 12455 MAIN BAYVIEW RD SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 88 Block 1 Lot 12 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 5, 1997 pursuant to which Building Permit No. 24547-Z dated DECEMBER 18, 1997 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ACCESSORY SIX CAR GARAGE IN REAR YARD AS APPLIED FOR. The certificate is issued to LOUIS CARVELL (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N/A PLUMBERS CERTIFICATION DATED N/A Qol�� Bui ding Ins- for Rev. 1/81 FORM NO.3 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD,N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Date.....DECEMBRR.....0.......................... 19...9.7.... 24547 Z Permission is hereby granted to: .................................................. BA nw..ROAD........................ QN. H4ID.,.NY..119.7.?........................................ to ......Q ..T'RUG:.1:,.All...AGG,IiP.aQRY., ...G,AR:..qARAQE...I.N...Tlig...REQUZ.U,I?..:REA3:..Xk1n OF .........A...SINGLE..FAM.IL.Y...DWELLING...AS..APP.LIE.D..EOR...(.ACCY_ . # t L ........................ ........................ ... ..................................................................................................................................... .................................................................................................................................................I................ .................................... ... ....................................................................................................................... at premises located at..............1,24.55.....MAIN..BAY•uS•fiW..ED............................SOUTHOLD.......... ............................................................................................................................................................... County Tax Map No. Section ....088............ Block .....00.0.1........ Lot No. Q1.2............... pursuant to application dated ....NOUNBEIR........`0........................ 19...... and approved by the Building Inspector. Fee$......111.:.20.... ...... Inspe .............. ............ ... Buildingct Rev. 6/30/80 rorm no. o TOWN OF SOUTHOLD s { " r{✓ � U Y BUILDING DEPARTMENT ?v TOWN HALL ' 765-1802 APPLICATION FOR CERTIFICATE OF OCUPAt�P�Y„ A. This application must be filled in by typewriter OR ink and submitted to the buildii inspector with the following: for new building or new use: 1. Final survey of property with accurate location of all buildings, property line: streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form) 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar build_ and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicaE If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00. Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - t .25V_ 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date /r1�?N d 1 . � �. !C. P. . . . . . . . . . . . . . . . . . . New Construction. . /. . . . I Old Or Pre-existing Building. . . . . . . . . . . . . . . y Location of Property. ?S. ./. . 3�� ��d�d4�it . hoc,0. . . . . . . . . . . . . . . .k"I) 6cl. . . . . . . . . . House No. t �/� /} l Street Hamlet Onwer or Owners of Property. . dot ./pp1!��4jj.Uujvi 1. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . County Tax Map No 1000, Section.9.0 . . . . . . . .Block.01. . . . . . . . . . . .Lot. .Q.Q . . . . . . . . . . . Subdivision.. . . . . . . . .. . . . . . .... . . . . . . . . . .. . . . . .Filed Map. . . . . . . . . . . .Lot. . . . . . . . . . . f �,(� Permit No. . Y:� . �. . Date Of Permit. . . . . . . . .. . . . . . .Applicanth(I� �>S. & &y Id �. . . . . Health Dept. Approval. . . . . . . . .. . . . . . . . . . . . . .. . .Underwriters Approval. . . . . . . . . . . . . . . . . . . . . Planning Board Approval. . . . . . . . . . .. . . . . . . . . . . . . Request for: Temporary Certificate. . . . . . .. . . . Final Ce ticate. . . . . . . . . . . Fee Submitted: $.as...00 . . . . .. . . . . . . . . . . . . . . . h.:. . . . . . . . . . . . . . . . . . . . . APPLICANT Co F-- C9-5 G� � • o�OgUFFO[�-C O Town Hall,53095 Main Road y Fax (516)765-1823 P. O. Box 1179 �. T Telephone(516) 765-1802 Southold, New Yogic 11971 O OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD . March 19, 1998 Louis M. Carvell p-.\0�-\Boxz1-6,,0% Southold, N.Y. 11971 To Whom This May Concern: We are unable to complete your Certificate of Occupancy because f the following reasons : An application for Certificate of Occupancy is not on file. (Enclosed) No Underwriters Certificate on file. XX The check is (not on file. ) $25.00 No Health Department Approval on file. No final inspection has been made. No Plumber Solder Certificate on file. (All permits involving plumbing being issued after April 1, 1984) . BUILDING PERMIT # 24547-Z Please contact our office on this matter. Thank you for cooperation. SOUTHOLD TOWN BUILDING DEPT. gOFF01kC O Gyp Town Hall,53095 Main Road y Fax(516) 765-1823 P. O. Box 1179 v M Telephone (516)765-1802 Southold, New York 11971 O • OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD March 1998 3��7 Louis M. Carvell Southold, N.Y. 11971 To Whom This May Concern% We are unable to complete your Certificate of Occupancy because of the following reasons : XX An application for Certificate of Occupancy is not on file. (Enclosed) No Underwriters Certificate on file. XX The check is (not on file. ) $25.00 No Health Department Approval on file. No final inspection has been made. No Plumber Solder Certificate on file. (All permits involving plumbing being issued after April 1, 1984) . BUILDING PERMIT # 24547-Z Please contact our office on this matter. Thank you for cooperation. SOUTHOLD TOWN BUILDING DEPT. b .Ill loll lifil'I;Cl 1011 IIII'1'UIU�'fk: il l:Ulllalfli H 11...I'i ---- 5 C!C T.I PUIll lhn'I'1 UII ( 1!7'1'1 ^ .04 !:UVIIIIA t'k Oil 1.2110_ nlnnal rltnnr. R rl,una l na --- r i 111:7n1.nT7Off 11F.I1 11 WI ATA IUIIIt IItlY f 0111115 ------------------------ _ ✓--- - ------------_______--- _ V I IIA1. \ __----------_ _____._-_ -- _-____ • o y_ tr� iJ i C� 5t 7 \\ 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY /� REMARKS: 6944 & -&A' 2 DATE ah V- 9k�� INSPE 2 IS�f M-1802 BUILDING DEPT. INSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CCHHIMNEY REMARKS: cam - a_ DATE f 3 INSPECTOR M-1802 BUILDING DEPT. INSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: cT6aa,4e ' DATE �✓� �� INSPECTOR Z Symbols Numbering System &General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property *Center plate on joins unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches, Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property ;securely seat. J2 J3 J4 owner and all other interested parties.. 'A','A', F 'y TOP CHORDS -� ca C, 2. Cut members to bear tightly against each NJ5 other. wEBs 3. Place plates on each face of truss at each * _ ; ¢ joint and embed fully.Avoid knots and wane For 4 x 2 orientation,locate O at joint locations. plates 1/e"from outside edge of a X truss and vertical web. 0a 4. Unless otherwise noted,locate chord splices C7 O at 1/4 panel length(*6"from adjacent joint.) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of required direction of slots in it JB J7 J6 lumber shall not exceed 19%at time of fabrication. connector plates. 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative Treated lumber. *For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator.General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. 8. Plate type,size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and 4 X 4 perpendicular to slots.Second in all respects,equal to or better than the dimension is The length parallel grade specified. to slots. BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. (, A Indicates location of required 11.Bottom chords require lateral bracing at 10 V//�/ continuous lateral bracing. ft.spacing,or less,if no ceiling is installed, ICBO 1591, 1329,4922 unless otherwise noted. SBCCI 87206,86217,9190 12,Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with which bearings(supports)occur. ® stacks of construction materials. (l 14.Do not cut or alter truss member or plate without prior approval of a professionalMH (,1, engineer. MiTek® 15.Care should be exercised in handling, � TM erection and installation of trusses. CCIPE� © 1993 Mitek Holdings, Inc. FORM018.010 �✓+�"^'�'�® H�I�QQ,�,Q� STOCK 28-4 FINK rpo Fly ill1 r uV•V vy^ S795268 . . . I 15 INC., CHESER,Ff7la-9-T�' -" 4.U,3Z s Aug ZU IUltI NII I ek industries, Inc. Wed- ap��. O5Pagn 1 -2-0-0 1- 74.14 'TI 14-0.0 F 20.7-2 1 28.0.0 1 30-0-0 2-0-0 7.4-14 6.7.2 6-7-2 7-4.14 2-0.0 I 4.00 12 I 4X4= 4 5z6� 5x611 3 5 3x8= I'� 3x8= n 6 N C5 716 d 10 9 8 3x4= 3x4= 3x4= 9.11.0 18.1-0 1 28-0A 9.11-0 8-2-0 9-11-0 Plate Offsets LOADING (Pct) SPACING 2-0.0 CSI DEFL (in) Iloc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.93 Vert(LL) -0.25 10 >989 M20 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.84 Vart(TL) -0.47 8.10 >714 BCLL 0.0 Rep Stress Inor YESs WB 0.30 Horz(TLl 0.11 BCDL 10.0 Code BOCA/ANS105 Min Length I LL deft = 240 Weight: 120 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 "Except" TOP CHORD Sheathed. 1-3 2 X 4 SYP SS. 5-7 2 X 4 SYP SS BOT CHORD Rigid ceiling directly applied or 8.5.2 an center bracing. BOT CHORD 2 X 4 SYP No.1 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1781/0.3.8, 8=1781/0.3.8 �O t14 C4 T Max Harz 2=30(load case 21 Max Uplift2=•605(load case 21,6s-805(toad case 3) 11111 TINED S FORCES (lb) FIVISSIONK O TOP CHORD 1-2=29, 2-3=-3606,3.4=-3000,4.6=-3008, 5-8=•3508,8.7=29 BOT CHORD 2.10=3316, 9.10=2295, 8-9=2296, 6-8=3315 STEPHEN W. CAB! WEBS 3-10=-654, 4.10=849, 4-8=649, 5.8=-864 ER NOTES ,• \ fNGIMM 1)This truss has been checked for unbalanced loading conditions, ' 21 This truce has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 5.0 Psi F `� MO 32967 •' r top chord dead load and 5,0 ps}bottom chor dead load, 10 mi from hurricane oceanlina,on an occupancy category I. '1•' cX condition I enclosed building,of dimensions 4 ft by 24 It with exposure C ASCE 7.93 per BOCA/ANSI95 If and ^' S V L'J P. verticals or cantilevers exist,they are expose to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)All plates are M20 plates unless otherwise indicated. 41 Provide mechanical connection(by others)of Itruss to bearing plate capable of withstanding 605 Its uplift at joint 2 and 605 lb uplift at joint 6. 5)This truss has been designed with ANSI/TPI 1.1895 criterla, LOAD CASE(S) Stsaag1p11`1,04'g4 - f NFW .• OF IV* '•. _1Z go 4t• ' '44 = 1 �- W •.O � N8. 1310 Z O6✓E3O �=w '•y�F� x<;�EN8E0. ���•: . V..r ✓Si i ��fES0NPy�� too#* S1 AIVARMING-Ver(fM deelpn parameter,and AL-p xarZS ON TW8 AM RLVLRSZ SWN 8&MAL UM. Design valid lot use only with Maak connectors.In design M bred only upon parameters tlwand a fa an Individual building component to be Installed ono boded vMaramaten and proper Incorporation of component a raponr of bulring designer•not flu's esigns eiuweb the ea only.Atldll temporary aaanq to Nruitta ruling ndmelbn a me responsibility of the Orectoe. prmanent bracing of the overall structural if the ra lllY of the DS-n desIg For generalguidance rogardin fabrication,quality control,ttaoce.delivery,election and bracing,conQ-68Quality standard,DSI-89 tracing specification,and NII•al Handling installing and Bracing It"ommendalbn available from hue Plate Institute. 3 D'OrroM10 Driv ,Matlkon,WI83719. M!Tek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches.Apply 1. Provide copies of this truss design to the plates To both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each C2 C3 1%4other. V J5 i ¢ 3. Place plates on each face of truss at each *For 4 x 2 orientation, locate ¢ joint and embed fully.Avoid knots and wane O at joint locations, plates 1/8"from outside edge of _ o truss and vertical web. ro a 4. Unless otherwise noted,locate chord splices at 1/q panel length '(-6"from adjacent joint.) *This symbol indicates The BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in it J8 J7 J6 lumber shall not exceed 19%at time of fabrication. connector plates. 6. Unless expressly noted,this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and FARTHEST TO THE LEFT. is the responsibility o MITek/Gang-Nail Joint/Plate Placement Chart. p y f truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate Type,size and location dimensions shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and Q X 4 perpendicular to slots. Second in all respects,equal to or better than the dimension is the length parallel grade specified. To slots. j BOCA 86-93,85-75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. A Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing. CBG 1591, 1329,4922 ft.spacing,or less,if no ceiling is installed, unless otherwise noted. SBCCI 87206,86217,9190 j 12.Anchorage and/or load transferring (,'J WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of 1 BEARING others unless shown. Indicates location of joints at 13.Do not overload roof or floor trusses with uld which bearings(supports)occur. ® stacks of construction materials, 14.Do not cut or alter truss member or plate without prior approval of a professional (;J engineer. M iTek 15.Care should be exercised in handling, erection and installation of trusses. � ® PA TM © 1993 Mitek Holdings, Inc. FORM018,019 'D #WORD-AIR0 a Iu68 Yp66 ypety F y . 5785268 STOCK 28-4 FINK 1 1 Ts ., GHLS I ER, MY 1091'iF-- sug l e n ustrres, nc: u o p 2TTdiB$:�1-T"9TJT-Pugn"!- -2-0.0 7.4-14 14-0-0 20-7.2 ), 28.0-0 30-0-0 l 2-0-0 7.4-14 a-7-2 8-7.2 7.4-14 2.0-0 4.00F1_2 44= 4 I 56- 5x6 3 5 3x8= 3x8= N 2 6 N d 1 719} G 10 9 8 3x4= 3x4= 3x4= 9.11-0 I 18 1 0 28-0.0 9-11-0 8-2-0 9-11-0 Plate Oifsets LOADING (Pat) SPACING 2-0-0 CSI DEFL (in) Iloc) I/dell PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.93 Vart(LL) -0,25 10 >989 M20 249/190 TCDL 7.0 Lumbar Increase 1.15 BC 0.84 Vert(TL) -0.47 1 >714 BCLL 0.0 Rep Stress Incr YFr-- WB 0.30 Horz(TL) 0.11 BCDL 10.0 Code BOCA/ANSI95 Min Length/LL defl = 240 Weight: 120 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP Na,l "Except" TOP CHORD Sheathed. 1.3 2 X 4 SYP SS, 5-7 2 X 4 SYP SS BOT CHORD Rigid ceiling directly!applied or 6-5-2 on center bracing. BOT CHORD 2 X 4 SYP No.1 ! WEBS 2 X 4 SYP No.3 13EACTIONS(Ib/size) 2=1781/0-3-8, 6=1781/0-3-8 Q NWE4 Max Harz 2=30(load case 2) ,y Max Uplift2=-6051load case 2), 6=•605(load case 3) Q 1111CIOTFF40 FORCES 1161 ` t•NMFSf1pNµ TOP CHORD 1.2=29, 2.3=•3506, 3.4=-3006, 4-5=•3006, 5-0=-3506, 6-7=29 BOT CHORD 2-10=3315, 9-10=2295, 8.9=2295, 6-8=3315 STEPHEN W. CABI EN WEBS 3-10=-654, 4.10=849, 4-8-849, 5-8=-654 NOTES • 'y EMBIIIftM 1)This truss has been checked for unbalanced loading conditions, 2) This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 5,6 psf ho 32957 top chord dead load and 5.0 psf bottom chard dead load, 10 mi from hurricane oceanline,on an occupancy category I, condition I enclosed building,of dimensions 45 It by 24 it with exposure C ASCE 7-93 per BOCA/ANSI95 If end '�' $ V t ►t'+ verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)All plates are M20 plates unless otherwise indicated. 4)Provide mechanical connection Iby others)of truss to bearing plate capable of withstanding 606 Ib uplift at joint 2 and 605 Ib uplift at joint 6. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) St +++OF C0IV**1& gt*'E Mf w era} .� ++a��,�,•�N„c,,�Cj'•,� a. _�1y^ e-(� p 2E¢Y •}'�,�'^�••y4M9�. 'bb61te3r�1'5�, ��'• : UUv\ •N r i �06303�����s�� ����++++ n, '�i"`y r• r v�I� % b ...L f ESS10 AWARNINO•VirYk dedyn paramdm and READ NOTES ONTHSS AND A6VMM BIDR a6Polt6 U86. I!'I Design valid top use only wish Mlles connector,,The design n based only upon parameters shown,and 4lot on Individual bulldlhg component to be � Installed and boded vertically• Applicability of design parameters and proper Incoparalion of component k responslblllly of building designer-not run designer.Spacing shown IS for latewl support of Individual web members only.Additional temporary bracing to Insure stability duping construction Is The responsibility at the specter.Additional permanent bracing of The overall structure a The respornlblllty of the building designer.sop general guidance regording fabrldation,quality control,storage,delivery,Section and bracing,consult OST-88 Oualfly Standard,0811.89 Spacing Specification,and Hie-91 M iTek® Handling Installing and Spacing Recommendation available from Trust Plate Institute,883 D'OnoBb Dive,Madison,WI83719. ' FORM ND.3 TOWN OF SOUTHOLD: . BUILDING DEPARTMENU, TOWN HALL SOUTHOLD,,-N.Y. BUILDING PERMIT r (THIS PERMIT MUST*BE KEPT ON THE PREMISES TIL FULL , COMPLETION OF THE WORK AUTHO ED) Date ......1;?1. :.39TZZ... I... .....:.....•........., 14...37... 2 41 Z Permission Is hereby gr ted to: 9 •a � .. AVX.W..ROAD ; .....:, to...,..C,Q4��T�tI].G'�.,,ASL. .. .�I�.RD OF ..S:�.I�Girks...FAMI aY...130, P.AS...C:PPLI, Fp ,Z ... . ............................... .........I....... ..... ... .............. ....... at premises located at....... ....... . i,....iAX.N.. A V. FW...13D ...... n . � HO . ......... ....... .................. ..... County Tax MapNo. . .. 73(3fl9.... Section . 988......: .... . ock ..... 1Ot,NO, D.1.. ... . ... . pursuant to applic Ion dated .... ..... ......• .;., 19.......� and approv Building Inspect „ Fee,S.,....X71.: ? .... ................... ............ .,.............. Build ' Ins ctor ,Rev. 6/30/80 w Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property -ry 1'/• *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches.Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer,erection supervisor,property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each ' other. XN(L Q 3. Place plates on each face of truss at each *For 4 x 2 orientation,locate = k ¢ joint and embed fully,Avoid knots and wane v iat joint locations. plates I/S"from outside edge of aO L) 4. Unless otherwise noted,locate chord splices Truss and vertical web, r o at I/a panel length(*b"from adjacent Joint,) *This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted,moisture content of required direction of slots in it JB J7 J6 lumber shall not exceed 19%at time of fabrication. connector plates, b. Unless expressly noted,This design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, *For tabular palling format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber Is a non-structural consideration and MiTWGing-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE shown Plate type,size and location dimensions shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size,and Q X Q perpendicular to slots.Second in all respects,equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93,8&75,91-28 10.Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided of spacing shown on design, t Indicates location of required 11.Bottom chords require lateral bracing at 10 continuous lateral bracing, ft,spacing,or less, K no ceiling is installed, \ ICBG 1591, 1329,4922 unless otherwise noted. SBCCI 87206,86217,9190 12,Anchorage and/or load transferring WISC/DILHR 870040-N,930013-N,910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13.Do not overload roof or floor trusses with Uk which bearings(supports)occur. ® stacks of construction materials, 14.Do not cut or alter truss member or plate without prior approval of a professional engineer. ® MiTek® 15.Care should be exercised in handling, ,M erection and installation of trusses. �® PANEL C IM Mitek Holdings, Inc. N1/DRR7,A/I�® FORM016.019 �® t.LIP .IVY uaa uaa YYv •1 , ....,,� S795268 STOCK 28.4 FINK 1 1 „ umESTER, N'y1-09'1'1 -- s Aug 29 1 UU I M.I eK industties, Inc. Wed SepPage -2-0.0 7.4.14 14-0-0 20.7-2 28-0-0 30.0-0 2.0-0 7.4.14 6.7.2 6-7-2 7.4.14 2.0-0 4.00 12 ISI 4x4= 4 5x66 5x6��, 3 5 3x8= 3x8= u�tf 2 6 ut d1 7i 10 9 8 3x4= 3x4= 3x4= 9.11.0 18.1-0 I I�� 28.0.0 9.11.0 6.2-0 9-11-0 Plate Offsets LOADING Ipso SPACING 2.0.0 CSI DEFL (in) foalI/deft PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.93 VertILLI -0.25 to AN M20 249/190 TCDL 7.0 Lumber Increase 1.15 BC 0.64 Vert(T1) -0.47 8-10 >714 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.11 6 We BCDL 10.0 Coda BOCA/ANSI95 Min Length/LL deft = 240 Weight: 120 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No,l "ExceptTOP CHORD Sheathed. 1.3 2 X 4 SYP SS, 5.7 2 X 4 SYP SS BOT CHORD Rigid ceiling directly)applied or 6-6-2 on center bracing. BOT CHORD 2 X 4 SYP No.t WEBS 2 X 4 SYP No,3 '. REACTIONS(lb/size) 2=1781/0-3-8, 6=1781/0.3.8 I J'�ONWE,� Max Hon 2=30(1oad case 2) r1 Max Uplift2=-60511oad case 2), 8=-605(1oad case 3) O 8164TFPED FORCES 1161 ►gOPFO SS10Mµ TOP CHORD 1-2=29, 2-3=•3506, 3.4=•3006, 4.5=-3006, 5-6=-3506, 0.7=29 BOT CHORD 2.10=3315, 9.10=2296, 8-9=2295, 6.8=3315 STEPHEN W. <;a61 EA WEBS 3-10=-664, 4-10-849, 4-8=849, 5.8=•664 NOTES ,� \` EMDtttfM 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 90 mph winds at 25 It above ground level,using 5.0 psf �' lio 32967 top chord dead load and 6.0 psf bottom chord dead load, 10 mi from hurricane oceanline,on an occupancy catego�.y I, condition I enclosed building,of dimensions 46 ft by 24 ft with exposure C ASCE 7.93 per BOCA/ANSI95 If end ^' j y L V F' verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33, and the plate qrip increase is 1.33 31 All plates are M20 plates unless otherwise indicated. 4) Provide mechanical connection lby others)of truss to bearing plate capable of withstanding 605 Ib uplift at joint 2 and 805 Ib uplift at joint 6. 5)This truss has been designed with ANSI/TPI 1-1995 critelria. LOAD CASEIS) SS ,,,I.N1/111/1►ties� - p pd` COp i4 iE � ' Ew 0 4. ir n p ,,, h m. = o: W To 4 0 No. 13164 ZN{nO063030� u�=� •••L��rf,�<'�:N3E��':����,e. , I I �`�� � � �.�.✓ Fri 64S�ON{,�. �Np• - V C . �OFESSIONPb e010nnuN" ' ,,,,- f rr 0 ... f \ S-Z A WARMN0-verW design parurneters and RBdD NOTES ON TM6 AND PJCV OH6 sora nr"JM USE. of . Design valid for use only with Mgek connectors.This design Is bated only upon parameters mown,and it lot an IndNidaal WWI Component to be Installed and loaded venleally. APplbabllHy of design parameters and proper Incorporation of Component a respondblilty of bulkllhhg designer-not toss designer,Bracing shown Is for Id ewl support of Individual web members only.AddRbnal temporary bracing to Ineme stability out ljrg conduction Is the responublely of the erector.Additional permanent bracing of the overall structure k the responsibluty of the building designer.PPoor general guidance regarding Installling and Oaclnng 9eoommMtlation available llororust ProtelInstitute,6a D'Ono/b Drive,Madison.WIW71pmolrq 6peoxloafbn,and Nll•91 M!Tek® F\ BOARD OF HEALTH FORM NO. 1 3 SETS OF VLANS . .. . . . . . . . . . . . D u TOWN OF SOUTHOLD SURVEY .... . nn. '! tt BUILDING DEPARTMENT CHECK -'. .q A;l . . . . . . . . . . . . . . . . r TOWN HALL SEPTIC FORM . . . . . . . . . . . . . . . . . . . 5O11THOLD, N.Y. 11971 BLDG.DEPT. TEL: 765-1802 NOTIFY: P T WN FS UTN LD CALL U1.Ei �Q�.arl• fa 19.... MAIL TO: .Ww S.Carvel I. . . . . Approved ../ l .., 19. Penni( V, 1 ................ Disapprw ................. SUut�4l�tIW�1197.1...�'.Q:Qd �60�1... (Building Inspector) LICATTON FOR BUILDING PERMIT �7 Dateod. .7. . . . . . . . , 19 J. INSTRUCTIONS a. 'this application must be completely filled in by typewriter or in ink and submitted to the Building Tnspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public sLreets or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this application. c. 'Hie work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such permit shall be kept on the premises available for inspection throughout the work. . e. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICNHON IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. Tile applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in build P9 for s ins ions. .. ...................... -_ ,(Signature of applicant, or mise, if a corporation) 12�155A.CiayviC.w Rd. a1l�no.I�I,.P.UAQ9 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder. ..QW.Mi ..........................�./.�................................................................................ Nameof owner of promises .�.ouls.�.C.gar.V.ehlI.................................................................. (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. ......................................................... (Name and title of corporate officer) Builders License No. ......................... PlumbersLicense No. ......................... Electricians License No. ..................... Other Trade's License No. .................... 1. Location of land on which proposed work will be done.12.�.55.MQln.- vlew..Rm4,SN%01d•••• .1215.5..............t&.►n.Byvt(ZW..Rd............................................................. House dumber Street ^^ Hamlet Ctxmty Tax Map No. 1000 Section .Q.V.6 ........ Block O J............ Lot 0).Z.......... Subdivision ...................................... Filed Map No. ............... Lot ............... (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ...+........................................................................... b. Intended use and occupancy `lQ��.l��• �.+S ��Pi.��QS ��. �T�ct 'ristet ,amtt` Put �YtsN Wnuo:a>!laliue',£@4.('St3t=.oNf ,..E t,�S Jqs. aahiax:�mrsT YA 3. Nature of: work (ciceck wbi l: applicable)- `/ t y� f '1 ppu�icalule): New liuildIng .K........ Addition ....... ll'9ca��ioi<..i:! � it q .y Repair ............ [removal ...:......... Demolition ............ Other Work .... T. )...........(� `:;;? m. Estimated Cost ........ fee ....... .. '� w :'w (Co be paid cxu filing thi a1.rwCgo, , A �' 5. if dwelling, r number of dwellinr' nits ..... ..+ timber of. dwelling Gaits on earl:"fTdor ................ Ifgarage, nnber of care ... Tt ............. 6. If Ixcsiress, mnrercial or mixed occupancy, specify nature and extent of each type of use...................... 7. Dimensions of existing structures, if any: Front................ Rear ............... Depth ................. lleight ........................4 linber of Stories ...................... Dimensions of sure structure with alterations or additions: Front ............... Rear ............... Depth .................... Pleigd�lt .................... limber of Stories ............... t R. Dimensions of entire new const Lion; Frontv...w....... Rear ............... Depth ,per/ HeigiRR. ht .- .i...............r limber of Stories ..................... 9. Size of lot: FrcxuL ............16........ Rear .................... Depth .................... ID. Dale of Purchase QP�r�1$11A:1;1 .. Name of Former (kmerTW0.-.Fo.Qr.;T.Wo.M.%aelates...... II. Zane or use district in wlnidu premises are situated .AC......................................................... 12. Does proposed construction violate any zoning law, ordinance or regulation: Na................... 13. Will lot be regraded *"s......y......... Will excess fill be raaved from premises: 1111 S NO 14. Names of Owner of premises L.Ce4rv.61................ Addresa�2y55.�0.!h�Nyvl(!nkil.SDV�)bW. Pone No zla aS-6145... Neneof Architect .................................... Address .............................. Phone No. ........; property hklress -Hi94 Throne 6. 3o>t nit, r�Y irys� 7�f` Nene Contractor C of a tidal wetland? * YIS .......... NO ......... 15. is this rl within 300 fees *lF YES, Mini) ivA iROSLFL.S PEimrr MAY w REQUIRED. PD.0'I' DIAGRAM locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions from properly lines. Give street and'Iblock naber or description according to Gleed, and show street nares and indicate xAwLher interior or corner lot. r L 1' .2 sty R it Me /�9 55Mph1/O'gYI//E'iy/p SEcr/U/V SI'A'IE 01? Nli YORK, C(11INlY UC ..argF 04 f;.......... ....4.0.(Af s ..M:..CAAKG'.k4...t....................being, duly sworn, delouses and says that he is the applicant. (Nome of individual signing contract)! alxuve named lle is the Mmp ....1;1 ✓ ..L7. r-/./F(.................................................... ((:cmtraclor, agent, corporate officer, etc.) of: said owuer or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge andb6lief; and Lhat the work will be performed in the manner set forth in the application filed therewith. Sworn Lo before me Unis .......4 .....clay of .�G .:x.19.7./... Notary Poblic ... �.......... DONALC M. AYH :. ............. watery Public.Ste of N Yoh► Signature of Applicant) No.4872093,Suffolk CO r, Term Expires Sept.22,19,E . -.�, - . ,_ - , - , . . , - ... , -'4 _ .. „ r 5 , .f , �, "", - .. , • , ,00 ., . ,, 1. - ._ 4. `'n - - - " - yy - } d 1,y:; . 2 >i', _ y _^ - /�y/ ��y�j 7�y rY�-'.,Anr+ vw-.y—, 3,ra.�..•Mar..'.-.,_, ,Y-,aw,Mwx�` .M.'M.w+!�'v.MPr,Y=NM,Y•.,,aYYUw�'.W,!-^,.,'M1W4.+++,t.yyMw.'!.Yx.wM•' - - , _ _ F A F'A'��_ !i .1 k Mme, fM•"T° t ,�.._...>....,.,, w:v..«w.....,,w,aNs-...iu'•M,r.:r.r,+�,-...r'+..-•M+-,. - -+...'aye+v+r++.w,.--.,..Y,...1n'•'^„'^" ._ - _ t. ., . , - / � � . I I � . I - � % I I.'� I, ��': -4, I ' / , r t' n � - , . 11— I # �/ , ti � , ; ' ' ""` . ' `"'j: N s; 1. J� _ ,. C g {,,, i. li- . t I } . -- f. II �- . i. t R i ;F 1. Pi � { - ; pp gF}j.2 i.l ' �, 1 I ! � c � ,` yy �' F i +i i i f i 6 " , l I , If ! f . # � jf t 1 �i E' t t pF� i. ' � } I i ! ,ter } 1, I I t i 1 ,.1 .. . ': 4 , . � 1 1 �" + I i I I � E a { y ;i f , f - - J i ! ( { j� ]i F ' `f G 'II ! I ,l I I i p, t x �i . ��.I.1 I I i r > . . i I: f i i I` i i jt + r i I ¢ ! % �� r : , , , �-. : � , A a* WJ401 � INIP K - &A(0,55 I � i� 1. I _ bb, i i i /(���-,fir/,�y,y+yGpj'{.t�• Y��F,. '.'�,,.,�_"- / `' t I , �, # t Y ,� " ' : ' I� ,- .� �' - ,,, 426'"" —' X6 1 , _ � ,-.,.,,. T I _ , ; �ill �, �� I. " [5 ---�, -�� � l F', .� f "I} s � t {I ,IV -----�__. — vtVia'r -�,:— ry » x . ,.._.... ..... Ei 1, lz�s : i 11 { r k�it ( ! t d A� - / ~`'f t .. .... .. - .., - ., -11". „-.L...,... ,. ., Ri . . n-.. �r b�l �Ni +r..�� [�2 - {{ _r I ( . I { UN9ERINRtTERS CERY er 3 ,� _ ....._. . il _,._�..,._-- -� REQUIRED k e p r t4 K . S t {{{ €, �, '11-1.1 i a z x alp 1' - ., _ _ , . .-. - .,-. .«Ρ ............ . .. _ 1 , . . ., , ,, „__,...,, F E I a _ . -- ., .- _. . , _. - - APPRO D AS NOTED . r t` I ” i .a {. FEE: BY: l AT - � _ - _ _ ....,. ._ -.,..... ._ _ _ _..._ , - NOTIFY BUILDING DE .- '--._..,-. _,.W,__.._. - __'M .,,. _. 765-1802 0 AM TO a PM FOR THE d1. a. .,.a,«... .,, �. M .., _ .... n, _ FO�.�.y....�..�1 �. Y . . } _, _ 1 __.. ... ... ... .. .. _. ,,-- . , „ , vY UIR FOR TYYiO AEQ ED M 2 Ram . 111AAAINfi • PLUMBING H1 " +. } ._..._..,._. .-_..w.,« . ._. ... . ..-....... _.-.. .... _. _.....__ .. _ .. �� _... �.,„ -~u.,., ,. ....._, 4. FINAL { 1. �` - CONSTRUCTION MUST � "'� _. _ . BE COMPLETE FOR C.O. .- ` ' 4 i! - ALL CONSTRUCTION SHALL MEET 11 Y�' THE REQUIREMENTS OF THE N.Y ' I ii ]/�)�jay ���ll{y�� t . Y e t t t ., F k rYrl STATE CONSTRUCTION S' ENERGY . - �/Nd'w CODE NOT i I I a' , _ ..._....,�.r.-..___ S• RESPONSIBLE FOR { �' ,; i f DESIGN OR CONSTRUCTION ERRORS ' �,t s, { f - - `+ 1 `3 . 1 t ,., s , t , fi t, �o pv%y p I ,© 'ei ' 'i s1. x USE I �E y'w', tN���o Y,,,Ii� , ., ..: .� �r 11 1 ,. M ��. �y i ! =7t �a _ 14� k M Y# ,>. :. , ' a - - — . _ �, .. " A F _. 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'` 4,Fo.', +F-r...-•+,.•,.M- _ ..+r-.M.Y,-.,_-M.'� i -_wnr.r-..___ ._r«_.. .-..,.r.1,nM. ,M1-*•,.0 r+Rkf�.eMw ._ry«nyn. s,+....T^-„r+• 1 V n '�• 1 L 4? t 6 yI \e----•--- .- .. ..._.. .^ .,.x.-r.._,.r_.. �_t.--,.,. ... n --.r.,. ..,.,...n-...,,. .-._.,.., _....... ._, ,,. .,�. -, .._.. ...:.r ,r, w v - ...-.._. ... .._. .. _., , _... _ ..r .,..r ._...T,_..,.. ,«,_ w.,,_..r. ..-.., ., , t[ .w.....j.,,...+,._ •,.,,.w...w ...-.,ww. w„�,,,_.w..r<r.. 4 -•rw. ,...«wan „ _.., .. "- _ Y' _. .,. - e,,. x.., .. _,- ,. , ., ._..... .. _ .!~ , .-- _ ., . -. , , „ ( ."... ' ' -•a'+r. ««.t..y.w«•..rr'wMm....-- .w.-nn.M:s-,,.,/ W.n.rr w.. ... ., ......,w n. r_,...�,.NYw,.'. .ywy,en r t ,- , . v, - '-- & Y,., 1 ^ ! f il,'� mf�C . ,r V� F - �-,, . .,.-.- .+,.._ 1..., ,:..n .-- .,y... - i -.+•J.,_ - ..r ,.,_ -_w.er. -._. `.- -«... -_•- '_- -+-..- ,.x.«.a-,- ms— ,•.rr +I. �pY.n-.y, - ..t .-,w�r+,�, x.-r �tl.,J- ._w� — ,. N+v ..4Rw, :-- . .v.. ,van. .'awf.i,'. ,+. .v,eh 1M--, ,r.w.. „n., .-.-w ,. ���.-.�-'�, -"� 1. i , -- -_.I. ..... rf JOSEPH R► t SCHETTI, .tR. t / 6�O - I I PRESSIONAL l,NGINF.ER ,� .*-M' Hobart Rhed ,_ . ,.... . . � '» w, Southold. NI. Y. 1147► It, ' '� � � , �} r ! �i" P1E OF NF�q, � �' , }Gf,, y0 AA / _ * Qo FISON�c 'Q.� s��*r :i� , I . I I I I It . � 11 I � I . � 0 � � 3 . I L , fig , :. Y: oa�vwW eY` I : I - f I": .I, I � I . ,. I I I I � . I � � �-,, . I I � � . I . I/-zop � � I . � 1. . . , L ,, _ � . I : � ,.� .i�� , , '' Y< I I_ � a Q-0 51O ��'� s '11 . ! It- 11 , I 1 � �,�� . I I .1 L ,� � I , t � A 52 c� a Ka, R �� Nzr:= . !,. �, { . S N L I ,. 1.T11li-is, , - . ": r. , x. :x�' a' 1. ,: _. .. .rte . , �.... ,`: r'- ''.,- +'r , , R _ - !' f , Ci a: 6' ',� .'4S _ ,, Lk _ 'F^'F _ Y`L•.. _ I. _ kp i 4 - n' _ ^'4-% _ { r, ,. S k' .,;.f - a 1 ,ad- -t:,. ( t '1"- - r14 .} i. �> a' , - - - .'mow, *^ _ _ - ..-.-_T �_ -s cit- 4( oP l- a-oo c a mod/ 4 t sg V b \ t a D 'e . \K.a.c c i� .borahar ��''1j g0•� oP�I 'sp / tiQ , a X* 40 , TIP ,SUR VE Y FOR LOUIS .CAR.V L �' A T BA Y VIEW /�;' ' TOWN OF SCUTHOLD SUFFOLK COUNTY, Jul Y � Scale: 1"= 90' Dec. A 1992 CBCT. 6 107 f prop. garage J �� crct R CERTIFIED TO# Q TOPAZ ABSTRACT CORP. #15873 CHASE MAI�IAR1/HATTAN BANK LOUIS M. ;�C' ELL y. 4V 1 AREA 3.8XV A cre s'op �• ,�cjV NEW /0 S�Q� N S.'MET2, �� . Prepared in accordance 'wilh the mh7inmm standards for title surveys as established ' r .Y.S. LIC NO. 49618 I the L.I.A.L.S. and approved and adopted N ` FORSo P"C. i;r such use by The New York State Lard IVA Title Association. P. 0 EASEh ENT COMSES AAV DISTANCE,F7RY w DEED LMV? 105M PAGE sr MAIN ROAD ¢///93 revsion s SOU THOLD, N.Y. 11971 92-31 - gsoo,. q� �. Qc-AFF P� O• cqttz 0V .rc\ 0 Y` 0 8 x \93. Z c / Aar a �� •V N oj• Q. 6S, Q }•`tee / `�;.f 4&4 �. .� R k Q� ti �0 0 N SS2OS, C01 SURVEY FOR LOUIS M CAR VELL o .F /0-4 990,, Qv AT BAY VIEW ,a. TOWN OF SOUTH, � � �°��• SUFFOLK COUNTY;, IN. Y. , Scale: 1"= 64' Dec. 5, 102 p;t' f �a�• OCT. a 1997 (,prop. garage .Jm M. SIB �'b ,Q ?•i off- CERTIFIED TO, R TOPAZ ABSTRACT CORP. #15873 41 CHASE MANHATTAN BANK h° r ' q►� LOUIS M. CARVEL L /1 h• 0 AREA = 3 8137 Acres �, �'.�• 41 A �0� N.E W YO 04100P O , 7 ' Prepared in accordance with the minimum �'9/� '� LIC. N0. 49618 stand** for title surveys as established by the L.I.A.L.S and approved and adopted EC V �iCJ f P.C. for such use by The New York Scute Land (516) �'� - s' Title Association. 1, 0 EASEMENT COURSES AND DISTANCEFROM DEED LISER 10586 PAGE 67 44A/A/ on P P SOUTHOLD, N.Y. 11971 4//;/93 rev�si�r�s 92-3-M, i DC �tQOL�� ❑ J��'G�NUC��'� ❑ � 32'X28' 3=CAR GARAGE I275 CSO D STOPS @HCOM60 6000N@ G AREMNUAR0 MEMO MONTLS 6000 E Ul I i PRE-CONSTRUCTION STEPS 13. To attach metal'T-Type"wind bracing,first check that panel is 4X8 GROOVED SIDING . . . . . . . . . . 81076-99 square.Then position metal"T-Type"wind bracing at an angle from ROOF SHINGLES VINYL . . . . . . . . . . . . . . . . . . . . . . 81077-99 ROOF SHINGLES ROOF SHINGLES HARD BOARD SIDING PACKAGE 81074-99 1. Carefully study this plan,reading all instructions before beginning the outer corner of the panel top down to the bottom plate.Mark the construction on the garage.Check with local building officials regard- PRE-ENGINEERED HARDBOARD . . . . . . . . . . 81078-99 QUANTITY SIZE DESCRIPTION 9 9 9 9 position of the bracing on each stud.Use a circular power saw to cut PRE-ENGINEERED ROOF ' ' ' ' ' 1 ing building codes,permits and frost conditions.If an independent into studs at each mark.Nail brace with two 8 enn nails at each PRE-ENGINEERED ROOF 33 EA /z X4X8 EXTERIOR SHEATHING BOARD contractor is pouring P y TRUSSES AT 24" O.C. TRUSSES AT 24' O.C. TRUSSES AT 24 O.C. p g garage slab and foundation,skip Steps 3 stud and to and bottom late.Repeat this step for all corners. FRAMING PACKAGE 81070-99 80 EA 12"X16' HORIZONTAL HARDBOARD SIDING P P P P 4 EA 1 X6X16' GABLE RAKE BOARD through 10. 1/2' ROOF SHEATHING 1/2" ROOF SHEATHING QUANTITY SIZE DESCRIPTION 14. Repeat Step 12 and Step 13 for wall panels B,C and D(see 1/2' ROOF SHEATHING 4 EA 2X6X16' SUB FASCIA 2. Plan garage location to allow for any limitaions on side,front and LEFT SIDE,RIGHT SIDE and REAR FRAMING ELEVATIONS). 1 EA 2X4X8' WALL PLATE TREATED 4 EA 1 X6X16' EAVE FASCIA rear setbacks.Also allow enough room around the garage for easy METAL DRIP EDGE METAL DRIP EDGE METAL DRIP EDGE 4 EA 2X4X14' WALL PLATE TREATED 2 EA %"X4X8 BC PLYWOOD/SOFFIT entrance,exit and possible turn-around and for access to the side 15. Note,regarding Panels C and D:Additional steps are required to 2 EA 2X4X16' WALL PLATE TREATED 2 EA 2X4X16' SOFFIT BLOCKING(RIPPED) door.Check with local utilities for any underground services.Soil add the door openings shown in the LEFT and RIGHT SIDE ELEVA- 119 EA 2X4X925/8" PRE CUT STUDS&CRIPPLES 3 EA 10' METAL Z FLASHING should be tested to insure that it meets design loads set forth in TIONS.First,apply corner bracing.Second,nail 2"x4"jacks on each 3 EA 2X4X12' TOP WALL PLATE 40 EA 12" METAL CORNERS General Notes. side of window and door openings.Third,cut 2"x10"headers to rough 4 EA 2X4X14' TOP WALL PLATE 3 EA 1 X4X10' OVERHEAD TRIM(HEAD) opening sizes shown on each panel.Lift headers into position,and 2 EA 2X4X16' TOP WALL PLATE 3 EA 1 X4X16' OVERHEAD TRIM(LEG) FOUNDATION STEPS nail to panel studs with 16-penny nails.Finally,install cripples as 2 EA 2X4X12' TIE PLATE necessary.Nail into position using 10-penny nails. 2x6 SUB-FASCIA 2x6 FASCI 15 LB 8D SIDING NAILS 3. Carefully stakeout foundation,squaring the corners by check- 2X6 SUB-FASCIA 6 EA 2X4X16' TIE PLATE 18 LB 13/aSHEATHING NAILS ing that the plan dimensions are to outside of concrete and face of 16. When panel assembly is complete,the walls can be erected.Tilt 3:� TIE PLATE 2 EA 2X8X8' HEADER/SERVICE DOOR& TIE PLATE TIE PLATE studs. Panel A up,placing it in position over the anchor bolts.Brace the WINDOW DOOR AND WINDOW PACKAGE 81075-99 panel securely with a 2"x4"brace,tack-nailed to a ground stake. F-CHANNEL 6 EA 13/4X9'/2X10 MICRO-LAM/OVERHEAD DOOR 4. Note:Step 5 and Step 6 pertain to NO-FROST construction;Steps 2X2 BLOCKING 2X2 BLOCKING 1 „ 1 QUANTITY SIZE DESCRIPTION 7 through 10 to FROST construction. Place washer and nut onto anchor bolts and tighten down panel.Re- 1 EA /z X4 X8 /z CDX HEADER SPACER g TOP PLATE TOP PLATE 1 EA 3032 DH WOOD WINDOW peat for Panels B,C and D. TOP PLATE 3 EA 2X6X10' OVERHEAD DOOR(SURROUND) 5. For NO-FROST construction(see BUILDING SECTION of plan), 17. Repeat Step 12,Step 13 and Step 16 to assemble and erect 1 EA 3068 6 3 EA 2X6X16' OVERHEAD DOOR(SURROUND) PH PANEL STEEL SERVICE DOOR dig trenches for footing of the monolithic pour.Buildup foundation _ panels E and F see LEFT SIDE and RIGHT SIDE FRAMING ELEVA- ALUMINUM FASCIA 3 EA 9'X7' OVERHEAD WOOD GARAGE forms so that the to of form is 6"above original soil level.Remove a 1x6 FASCIA TRIM 8 EA T-TYPE DIAGONAL WIND BRACING P ( 1x6 FASCIA TRIM DOOR W/HARDWARE P g P TIONS). 2x4 WALL STUDS 2x4 WALL STUDS ALUMINUM VENTED 2x4 WALL STUDS 3 EA 1 X6X10' HEAD JAMB/OVERHEAD DbOR proximately 2"of soil within area to provide 8"of space to top of form. ) 78 LF DOOR STOP 3/8' PLYWOOD SOFFITJ AT 16' O.C. 3/8" PLYWOOD SOFFIT AT 16' O.C. SOFFIT AT 16 O.C. TRIM Lay rebar in footing trenches.Have a building department official 18. As panels are erected,attach 2"x4"top tie plates(see E LEVA- 3 EA 1 X6X16' LE 2 EA 2X4X16 OVERHEAD DOOR HANGER JAMB/OVERHEAD DOOR TRIM check trenches and concrete forms before pouring concrete. TIONS).Lap at corners as shown on FRAMING ELEVATIONS and 4x8' GROOVED HARDBOARD 1/2' SHEATHING VINYL 1/2" SHEATHING 22 LB 16D COMMON NAILS COATED MATERIAL SIDING SIDING 20 LB 8D COMMON NAILS COATED 1 EA ENTRANCE LOCKSET 6. For NO-FROST construction,fill floor area with a minimum of 4"of nail plates together with 16 penny nails 8"on center. SIDING 2 LB 8D FINISH NAILS gravel and compact to within 4"of top of form.Install W6x6-2.9x2.9 19. Assemble and erect front wall panels G,H,I,and J using Steps ROOF PACKAGE 81071-99 welded wire fabric over gravel fill,and pour concrete to thickness 12,13 and 16(see FRONT FRAMING ELEVATION). QUANTITY SIZE DESCRIPTION NOTE:THE FOLLOWING MATERIALS NOT SUPPLIED BY 84 LUMBER. shown on BUILDING SECTION drawing.While pouring concrete, ,`Is] 2 1�1 wo D2e,'P n 8� 2 /1 n//2 Q�4/1I1� 2 p �//2 ❑2r'� 10 p periodically proper p 20. Nail2"x4"cri les on each side of overheaddooro opening. LS/i-�1V L'3 L'5 U L--�II L'SL=�V L5 v=�u L'SQV L�3 ❑L5 U �L5 LISTED FOR CONVENIENCE ONLY. i eriodicall lift welded wire fabric to insure its ro er lacementinthe pp p g' SCALE: 1 1/211 = V-0'I SCALE: 1 1/2" = V-0'I SCALE: 1 1/2 = 1-0 17 EA 284/12 TRUSSES FOUNDATION WOOD FOUNDATION MATERIAL WO/FROST LINE concrete slab,and set anchor bolts 13/4"in from edge of concrete on 21. Cut 2"x10"garage door headers to9'6"long.Lift headeirsinto center points according to FOUNDATION PLAN and extend to at position to rest on cripples.Nail to panel studs with 16-penny nails. 9 EA 2X4X12' TRUSS BRACING QUANTITY SIZE DESCRIPTION least 21/z"above top of concrete.Move on to Step 11. 22, Cut 2"x4"cripples and nail at 16"on center to top of garage door 26 EA 1 X3X8' TRUSS FURRING/GABLE ENDS 18 CU YD CONCRETE FOUNDATION&SLAB 7. For FROST construction(see BUILDING SECTION of plan), headers.Add top plate to the top of the cripples,level with the top. 32 EA 1/2"X4X8 1/2"CDX ROOF SHEATHING FLOOR check local codes for frost-line depth and dig footing trenches to a 3 EA 15# FELT PAPER 23. Add 2"x4 tie plates to remaining wall panels.Nail 2'x4"garage 215# FIBERGLASS SHINGLES ROOF SHINGLES 11 SQ 896 SF 6X6-2.9X2.9 WELDED WIRE FABRIC depth of 6"below frost line.Place rebar in trenches.Have local build- door hardware surround to inside face of cripples. ROOF SHINGLES ROOF SHINGLES 1 250 LF /z DIA REINFORCING BAR ing official check location and depth of trenches before pouring foot- 100 EA /2' H-CLIPS 11 CU YD GRAVEL FILL in concrete.Pourfooting concrete and provide formed key in it b " V2 ROOF 22 LB 10, ROOF NAILS 1 g g P Y Y PRE-ENGINEERED WOOD TRUSSES INSTALLATION V2 ROOF V2 ROOF SHEATHING 13 EA 10' METAL DRIP EDGE 28 EA /z DIAX12 ANCHOR BOLTS W/NUTS& using a 2"x4"in the center of the concrete which extends the length of SHEATHING SHEATHING WASHERS the footing.Before concrete is completely set,remove 2"x4". STEPS METAL DRIP EDGE METAL DRIP EDGE METAL DRIP EDGE--� GROOVED SIDING PACKAGE 81072-99 FOUNDATION MATERIAL W/FROST LINE 8. For FROST construction,build foundation wall forms to a height 6" 24. Install pre-engineered wood trusses at 2'0"centers as shown on QUANTITY SIZE DESCRIPTIONabove grade.Have local building official check concrete forms before the FRAMING ELEVATIONS. QUANTITY SIZE DESCRIPTION pouring concrete.Brace forms and our concrete to to of forms,to 1x6 RAKE BOARD 1X6 RAKE BOARD 1X6 RAKE BOARD 33 EA 4X8 GROOVED SIDING P g P P P- 25. Then nail plate connectors to each truss and to the top plates as 4 EA 1 X6X16' GABLE RAKE BOARD 4 CU YD CONCRETE FOR FOOTING ping form sides to compact concrete and fill all voids.Set anchor bolts required.Use nails provided with truss package. ALUMINUM FASCIA 4 EA 2X6X16' SUB FASCIA 12 CU YD CONCRETE FOR FOUNDATION 13/4"in from edge of concrete on center according to the FOUNDA SIDING,SHEATHING&ROOFING INSTALLATION STEPS 4 EA 1 X6X16' EAVE FASCIA WALLS MAY VARY DUE TO LOCAL TION PLAN and extend to at least 21/2"above top of concrete. DEPTH REQUIREMENTS 1x3 FURRING J' CHANNEL 2 EA 3/a"X4X8 BC PLYWOOD/SOFFIT 11 CU YD CONCRETE FOR FLOOR 9. For FROST construction,remove foundation wall forms after con- 26. If you are using vinyl or hardboard siding follow Manufacturer's 1x3 FURRING 1x3 FURRING 2 EA 2X4X16' SOFFIT BLOCKING(RIPPED) 896 SF 6X6 2.9X2.9 WELDED WIRE FABRIC crete has set.Backfill the exterior foundation walls with soil.The in- Instructions for proper installation methods.(Skip to Step 28) 5 EA 10' METAL Z FLASHING 250 LF 1/2"DIA REINFORCING BAR terior foundation walls should be backfilled with compacted soil to 27. If you are using 4'x8'Grooved Siding proceed as follows:Start PRE-ENGINEERED PIE-ENGINEERED PRE-ENGINEERED 8 EA 1 X4X8' CORNER BOARD 11 CU YD GRAVEL FILL within 8"from top of foundation walls. siding installation about 1/2"below top of foundation.Top edge can be WOOD ROOF WOOD ROOF WOOD ROOF 3 EA 1 X4X10' OVERHEAD TRIM(HEAD) 28 EA 1/2"DIAX12 ANCHOR BOLTS W/NUTS& 10. For FROST construction,fill floor area with a minimum of 4"of nailed into 2"x4"tie plate at top of wall.Nail siding with 8-penny,non- TRUSS TRUSS TRUSS 3 EA 1 X4X16' OVERHEAD TRIM(LEG) WASHERS gravel and compact to within 4"of the opo the rear foundation and to corrosive siding or casing nails spaced 6"on center at panel edges and 10 LB 8D SIDING NAILS within 6"of the top of the front foundation at the overhead doors.This 12"on center at intermediate studs.Add"Z"flashing where indicated 4x8' GROOVED HARDBOARD SIDING VINYL SIDING VINYL SIDING PACKAGE 81073 99 NAILING SCHEDULE will vel fillitch,and he slab our concrete slab 2.9x2.9 elded wire s own ofabric over G on ELEVATION drawings. Connection Number and Size How Nailed g P 28. Apply 1/2"sheathing over roof trusses starting at the bottom of the SIDING QUANTITY SIZE DESCRIPTION of Common Nail SECTION drawing.While pouring concrete,periodically liftwelded truss(see ROOF SHEATHING LAYOUT).Staggerjoints of roof 1/2 SHEATHING 1/2" SHEATHING 33 EA 1/2"X4X8 EXTERIOR SHEATHING BOARD wire fabric to insure its proper placement in the concrete slab. Top plate to stud 216d End nail P sheathing so thatjoints on adjoining sheets do not occur on the same 4 EA 1 X6X16' GABLE RAKE BOARD Double studs 16d @ 16"o.c. Facenail truss.Check plans carefully to determine how far roof sheathing 4 EA 2X6X16' SUB FASCIA WALL FRAMING STEPS should extend at truss ends.Apply 1"x6"fascia and soffits as per the 3 EA 1X4X10' OVERHEAD TRIM HEAD Built-up corner studs 16d @ 24 o.c. Facenail PP Y (HEAD) Doubled top plates 16d @ 16"o.c. Facenail 11. You are now ready to assemble and install the walls.To ease drawings. Q Q G 00-3 � � �6 U �L5 3 EA 1 X4X16' OVERHEAD TRIM(LEG) handling,you will assemble each wall using at least two panels. G ❑ fe1�2 �2��� � 11 SQ VINYL SIDING Top plates,laps,and 216d Facenail I Y 9 P 29. Apply roofing felt and roof shingles,following manufacturer's W p 9 LL55 u p a � ❑ � intersections Assemble all panels on the garage slab before tilting them into instructions.Extend shingles 1/2'beyond fascia.Trim excess portions " 4 EA VINYL OUTSIDE CORNERS position.Double-check door and window rough opening sizes before 4 ��� �� - � �I � " _ ' ' SCALE: 1 1/2" 1-0 Continuous headers, 16d @ 16"o.c. P g P g of shingles from inside in order to maintain a neat appearance. SCRLE: 1 1/2 - 1-0 SCALE: 1 1/2 1-0 - 10 EA STARTER STRIP 2 pieces along each edge Facenail framing them.Construction begins with wall panels A,B,C and D. 6 EA FINISH TRIM Continuous header to 48d Toenail FINISHING STEPS 18 l{A-- VINYL"J"CHANNEL - { 12. Panel A:Lay 2x4 bottom plate(pre-drilled to fit over anchor bolt 6 EA ALUMINUM"A CHANNEL stud locations)and 2"x4"top plate for Panel A side by side,and mark 2"x4" 30. Trim outdoor openings with jambs and casing,and trim eaves 6 EA ALUMINUM VENTED SOFFIT Truss to plate 38d Toenail i stud postions 16"on center as shown on REAR FRAMING ELEVA- and all corners.Install side door and window. 1"brace to each stud 28d Facenail TION.Note that the first space at each panel end is measured from 13 EA 6"ALUMINUM FASCIA&RAKE 31. Install overhead garage door following manufacturer's instruc- andplate the outside face of stud to the center line of the next stud.Nail through g g g 4 LB 2"ALUMINUM NAILS � tions. 1 EA BOX 11/4"ALUMINUM TRIM NAILS 1 by 8 sheathing or 28d Facenail top and bottom plates to pre-cut 2"x4"studs(7'85/8"long)using two 18 LB 13/4'SHEATHING NAILS less,each bearing 16-penny nails at each connection. 32. Paint or stain siding and trim as desired following manufacturer's OVERHEAD GARAGE OVERHEAD GARAGE Wider than 1 by 38d Facenail directions. OVERHEAD GARAGE 2"X6" SURROUND DOOR 2"x6• SURROUND DOOR 2'x6• SURROUND sheathing,each bearing ©1993 by Home Planners,Inc. DOOR 2"x4' JAMB & CRIPPLE 2"x4" JAMB & CRIPPLE 2'x4' JAMB & CRIPPLE DOOR STOP DOOR STOP DOOR STOP 2'x4" CRIPPLE 2"x4" CRIPPLE 2'x4" CRIPPLE 1x6 TRIM 1x6 TRIM 1x6 TRIM A [ 1 1x4 TRIM 1x4 TRIM 1x4 TRIM 1 TRUSS PRE-ENGINEERED WOOD ROOF LLVINYL SIDING 1x FURRING OVER GABLE UNDERWRITERSREQUIRED CERTIFICATE 4x8' GROOVED 1/2' SHEATHING END TRUSS FOR SIDING SIDING V2' SHEATHING APPLICATION HARDBOARD SIDING J-CHANNEL 2x4 TIE PLATEOF 2x4 TOP PLATE 3 OMGGMHffi ❑ Ofd. J22 alb 3 OVERN6A0 9204. JAM© OW99"NA❑ OGS. JAME SCALE: 1 1/2" = V-0'I SCALE: 1 1/2" = V-0'I SCALE: 1 1/2" = V-0" SEE EAVE DETAIL SEE EAVE DETAIL SEE EAVE DETAIL 'llil' 129MICRO-LAM 4 1/2' (2rLx8 HEADER 9070 OVERHEAD GARAGE 2'x4' TIE PLATE 2'x4" TIE PLATE 2x4' TIE PLATE DOOR 2'x4' TOP PLATE 2'x4" TOP PLATE 2'x4" TOP PLATE 2x4 A RECUT WALL STUD AT 16' O.C. 0 3/4'x9 1/2' HARDBOARD SIDING 0 3/4'x9 1/2' VINYL SIDING MICRO-LAM BEAM STARTER STRIP MICRO-LAM BEAM J-CHANNEL T-TYPE WIND (HEADER) W/ T FLASHING WADER) (2n 3/4'x9 1/2" BRACING FOUNDATION STEM WALL 4x8' GROOVED Y Y r �)MICRO-LAM BEAM (FROST SIDING 1/2" SHEATHING 2�6• �pROUND 1/2' SHEATHING 2'x6' SURROUND 2x4 TREATED BOTTOM 2"x6" SURROUND PLATE FOUNDATION FOOTING 1x4 TRIM 10 TRIM 1x4 TRIM OVERHEAD GARAGE (FROST) OVERHEAD GARAGE OVERHEAD GARAGE 1x6 TRIM 1x6 TRIM POOR 1x6 TRIM DOOR DOOR STOP- DOOR STOP DOOR STOP ^ o a ❑ OG�I. . OO v C f�C�IC ❑ OG�l. 064. C�OO mill OO [�l MmThPULH AmuBEHHUM6ma4'-0" 4'-0" 4'-0• 3'-9 3/4 4'-0• 4'-0" 4'-0• OM6 RNM I❑II 0 O. 064. °� - �d6�b�Q� SCALE: 1 1/2" = 1'-pll V V SCALE. 1 1/2 - 1`0" I FLASHING L �-SCRAP--►I FLASHING 02x8 HEADER 62x8 HEADER 2'x4" TOP PLATE AO I 1'x4" CORNER 2'x4' METAL CORNER 2'x4' VINYL CORNER 2"x4' BOARDS WALL STNS TRIM WALL STUDS TRIM WALL STUDS PRE-ENGINEERED WOOD ' `�' ROOF TRUSS HEAD- feQ �3F NTN' CL4l11LLG V 7C I N I rt S1L1� aLL. l / 4 OR V2' SHEATHING 2,x4" V2" SHEATHING TIE GROOVED SIDING VH RD NYL DING 05251 2'x4' 2"x4' WALL STUDS WALL STUDS WALL STUDS PLATEi oFESSIOZA ♦--SCRAP VINYL I 4x8' GROOVED HARDBOARD SIDING I �wd (JS SIDING SIDING TRUSS TO PLATE 2"x4' WALL STUDS 1/2" UNIT DIM. 1/2. UNIT DIM I CONFECTION AT EACH R0UGH ROS 1 154 3/4' 1 15'-9 3/4' 01 TRUSS (OPTIONAL) 10I 1 JAffi JAffi OPSFOUNAL 2 RM66 9TC OUCH 06criun 6 0400F NNEATHOMM LAYOUT OORE16N D64Q00. til COMMON 097ML q COMMON 06TQ2L PLATE CONN. SCALE: NONE SCALE: 3/411=V-0" SCALE: NONE G1 2 6 SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = V-011 SCRLE: 1 1/2" = V-0'I Pi%HELD EL 11 V Q IJ OUNH 14'-0" {' 14'-0' SCALE: 1/4"-1'-0" SCALE: 1/8'-1'-0" 10 00, 32'-0" 4 32'-0' op 14" .T-11U" 24" 24' 24' 24' 24" 24' 24' 24' 24' 24' 24' 24' 24' 24" 1'-114' �4" 10 10 3'-4' 4'-0' 3'-4' 4'-0" 4'-0" 3'-4' 4'-0' 3'-4' 1x6 FASCIA PRE-ENGINEERED ROOF TRUSS METAL DRIP SHINGLES TRIM 24' O.C. - - - - - - - - - - - - - - - IL - - - - - - - - - , EDGE 1x FLARING FOR SIDING I o . o o .o v o v — v — ° c — — ° o — ° ° v — ° o—" ` AT BQTH GABLE ENDS - - - - - - - - - - - 30'-8• ° i HARDBOARD 1313❑❑ 00013 0013❑ —METAL CORNER r-2'x4" TIE PLATE L16 �• �— 1B* �+ �• �• �• �■�•��• �• �■ �■ ��� �• �•� I 1 SIDING 0000 0000 0000 TRIM 3 V2' 16'-0' 15'-5" V2' I I I I 1313❑❑ 1313❑❑ ❑❑❑❑ 1'x4 TRIMI op �Q �Q {Q �Q � 0. 12,_O■ ■ 16 16' iCY �■ tiQ■ 1Q• 1Q• 1Q■ ro" ♦6' 6' 16" 16" 0Q■ 16' LIQ■ 16" 1Q■ 16" IU■ 1{/■ 16' 16 ■ ■ ■ ■ ■ NOTCH STEM WALL----7- ° " ❑❑❑❑ ❑❑a❑ 1:11:1131:1 — IU 1{/ IU IV 1V IU RJ 11/ RJ R7 I{/ R! IU RJ KJ RJ IU IU . 1Q 1Q 1Q 1( " Q , I UNEXCAVAT® 6" FOR DOOR 4 "' 9 6 9'-6 9 6 'k4' TOP PLATE 3l4 NOTE= VERIFY ROUGH OPENING R/ Rl RJ l� 3 `� I 4' CON(. SLAB OVER (ABOVE) I c� 9070 O.G.D. 9070 O.G.D. 9070 O.G.D. '- 4' GRAVEL BASE W/ I NO-FROST—►� - - --- - - - -- - - - - - - - - -- - - -- - - - - - - - l W/MIFGR. SPECIFICATIONS 11 11 11 TOP 6x6'-2.9x2.9 W.W.F. d I CONS. - - - - - - - - -- - - - - - - - - -- - - -- - - - - - - - (fYP.-P-PANEL 'H") I I PANIC. "I & 'J" 9' 4 I FROST CONSTRUCTION SHIM SPACE SHIM SPACE SHIM SPACE- (TOP) (285 ~ ~ 2'x4' WALL STUDS OfADER) 'a\� (2n 3/4'x9 V2' (2n 3/4'x9 1/2' (2n 3/4'x9 V2 AT 16" O.C. ° I • 4 �qp�r N MICRO-LAM BEAM (SEE MICRO-LAM BEAM (SEE MICRO-LAM BEAM (SEE F HEADER DETAIL) HEADER DETAIL) HEADER DETAIL) II HARDBOARD SIDING SCALE: 1/8%1'-0" ti g 19 T-T'TE WALL BRACING g I o ANCHOR BOLT LOCATION I aNOTQi INTO STUDS ° I (TYPICAL) I 4 IV 1x6 W/ 2'x4" JAMB & CRIPPLE Q 2'x4" JAMB & CRIPPLE Q 2'x4' JAMB & CRIPPLE ALUMINUM 2'x4' CRIPPLE2'x4' CRIPPLE co 2'x4' CRIPPLE (o 2'x4" PRESSURE TREATED a ° 4 I I I 4 METAL DRIIP SHINGLES FASCIA BOTTOM SLAB AT DOOR-NO-FROST SLAB AT DOOR-NO-FROST SLAB AT DOOR-NO-FROST TIE PLATE p TOP OF STEM WALL •a I EDGE o I 04' ELEVATION I SLAB AT DOOR-FROST SLAB AT DOOR-FROST SLAB AT DOOR-FROST LL �- rLw 16 16 16 L16. 16 16 L16. Lv Lir 16' �16 16 16' It' SEE DIMENSIONS ❑13❑❑ 13113❑ 1313❑❑ VINYL �-VINYL CORNER 1'X' (TYPICAL) FOR ° I SIDING 0000 0000 0000 TRIM 15 9'-0' 15' 9'-0' 15' 9'-0' 15" ABOVE ANCHOR BOLT SETBACK I ■ Y " 13'-8 V F 13'-8 1/2' 4 I I I o I 1:1131313 - 1:1131:31:1 ❑❑❑13 PANEL G PANEL .i' PANEL J PANEL 'H PANEL 'F' PANEL 'D' 4 1'x4' TRIM 94' " 9'-6' Y 94' ' p I 13131313 01:31313P4131:3001:313131:3 HEADER LENGTH HEADER LENGTH HEADER LEGTH 090MY WALLFRAMQ�IJ[(ij B LLE ATUCQ H I d . 9070 O.GD. 9070 O.G.D. 9070 O.G.D. 32'-0ol I I NO-FROST - - - - - - - -- - - - - - - - - - -- - -- --- - - - - - � STARTER STRIP SCALE 1/4'-1'-0' t5 I o I CONS. - - - - - - - - -- - - - - - - - - - - - - - - - -- - - - - - FRONT WSALL FRAMONO SLOVATOON N 4 I o I WS EDGE OF FOUNDATION WALL-DASD LINE I I SOLID LINE SCALE V4'-1-0' SHOWS EDGE OF FOOTING. FROST CONSTRUCTION 4cy�-_ (FROST CONST. ONLY) ol 32'-0* ° I �4FRONT 9LEVACT090m " 1'-119' 24' 24" 24' 24" 24' 24' 24' 24" 24" 24' 24" 24" 24" 24" T-119' �►" TOP OF CON( TETE SLAB I I VINYL SIDING SCALE: V8"-1'-0" PR" QCL NEERED ROOF TRUSS . I 24' O' . 4 I FROST CONSTRUCTION W-0" I -`P 1x FURR�G FOR SIDING p I NO-FROST CONSTRUCTION 0'=4" I ° I 1x6 FASCIA �-AT BOT GABLE ENDS I' L16- L16- SHINGLES TRIM 19 19 01 11 01 11 1 Iq lei 11 11 - - - - - - - - - - - - - - - - - - - - - - - - - I METAL DRIP 2x4" TIE PLATE B,-0■ ,-0. �- — — — — — — — — — — — — — — — — — — — — — — — — — J NOTCH STEM WALL 8' 08' GROOVED 131:31:1❑ 01:11:113 ❑❑1313 1'x4' CORNER 3 1/2' 8'-0" 16'-0' 7'-5' ol3 1/2' 3 . 3'-2' SIDING BOARD HE , ROUGHFOR G DOOR 0000 00000000 4 ADR W/ SPECIFICATIONS (ABOVE) 10'-3' 10'-3' 10'-3' 00013 1:31:301:3 000❑ 110" TRIM 1:1131313 0131313 13131313 2'x4' TOP PLATE 15" 9'-0' 15' 94' 15' 94' 15' 9070 O.G.D. 9070 O.G.D. 9070 O.G.D. i 100 NO-FROST-moi - - - - - - - -- - - - - - - - - - -- -- - - - --- - - - 1 Q 2'X4" WALL STIRS 32'-0" CONS. - - - - - - - - - - - - -- - - - - -- - - - - - - - - - - - -ti ' ° N AT 16' O.C. 40 r FROST CONSTRUCTION T-TYPO WALL BRACING SCALE: 1/4"-1'-0" NOTCH INTO STUDS lr' (FROST CONSTRUCTION SHSHOWN) O FRONT " A " O O"" 2"X4' PRESSURE TREATED BOTTC A TIE PLATE 4'x8' GROOVED SIDING SCALE: 1/8'-1'-0" 00 32'-0' 7 ol � �-0* • �• �• " • " • • " • �• �• 16' 116. • • • [16. [16. " �• • [le- [16. 116. 1 1Q■ 1Q■ 1Q■ 1L■ L1Q■ L16. Le. ■ ■[16. [16. 116. Lie. [16. [16. [16. [16. 16.PANEL "A' PANEL 'B' IU IV IV R7 I{7 IV SHINGLES '-0•% 16'-0• ol 13'-8 1/2' 134 V2' ol GFCI GFCI 3068 �REFNJNG PANEL B' PANEL 'A' PANEL 'C' PANEL 'E' STEEL DOOR 5MALL G��A� OnG L LC NA5� O�N � o � 1 EXTERIOR SIDING SCALE: V4'-1'-0" SCALE: V41%T-0" (SEE FRONT ELEVATION cn CORNER DETAIL FOR SPECIFIC SIDING co SEE DETAIL FOR SPECFIC APPLICATION NOTES) SIDING APPLICATION 12 PRE-ENGINEERED wooD ROOF 4 P - - - - - - - - - - - 14'-0' 14'-0' 1 r -- - - - - - - - - -- -- - - - - -- - - -- - - - - -- ' - _ ROOF SHINGLES OVER - 15" ROOFING FELT ON a l4" EXTERIOR ROOF SHEATHING Lo ELECTRIC SERVICE ¢ FREQR y u oOuy 12" 12• c, IS OPTIONAL 08' GROOVED SIDING SCALE 1/8'•1'-0' VINYL SIDING 'co HARDBOARD SIDING -ado M N 2"x4' TIE PLATE 2'x4* TIE PLATE 2'x4" TOP PLATE 2'x4' TOP PLATE �® EXTERIOR SIDING ®® (SEE FRONT ELEVATION EXTERIOR FINISH MATERIAL SEE EAVE ETAIL FOR SPECIFIC SIDING SEE DEATILS FOR SPECIFIC NSE DETAIL BASED 3068 PREHUNG ®® APPLICATION NOTES) SIDING APPLICATIONS STEEL DOOR (4kAP 8' GROOVED SIDING SHOWN) SPECIFIC SIDING PLICATION-TYP.) (R-6� N ;L - - - -- - - - - - - - - - - -- - - -- - -- - - -1 2'x4' WALL STUDSGo ao 5o ao O0 16' O.C. ' S EXTERIOR FINISH MATERIAL N r r N SEE DEATILS SPECIFIC CL 00 ao SIDING APPLICATIONS PONT (4k8' GROOVED SIDING SHOWN) 08' GROOVED SIDING V Lr=a USCALE: 1/8%1'-0• VINYL SIDING OVERHEAD DOOR JAMB DETAIL HARDBOARD SIDING 2'x4' (PRESSURE TREATED) BOTTOM PLATE W/ Ye'x12" ANCHOR BOLTS (SEE FOUNDATION PLAN TOP OF CONCRETE 9'-0'x7'-0' OVERHEAD GARAGE DOOR 9'-0'x7'-O" OVERHEAD GARAGE DOOR 9'-0•x7'-0' OVERHEAD GARAGE DOOR FOR SPACING) VARIES S'� ��' 0'-2" T.O. SLAB 0'-0' T.O. STEM 0'-0" �• jr 9'-0Y 15' 9'-0" 15' 9'-0' 15' T FLASHING EXTERIOR SIDING "• — � —• '—� v `m o =• o , — (T-1-11 SIDING (SEE FRONT ELEVATION Z e o a o • 0 9 0 D y PANEL 'I' PANEL 'J' PANEL "H' OILY) FOR SPECIFIC SIDING `D ImIlL.. '-LLPANEL G DH 3032 APPLICATION NOTES) •32'-0' • , 4" GRAVEL BASE 4' GRAVEL BASE . • SCALE: 1/4"•1'-O" i - - -- - - - - - - - - - - - - - - - - - - - - - i (2)"4 REBARS 12' 8' 4" CONCRETE SLAB W/ 4' CONCRETE SLAB W/ -- i - - 110 6•x6'-2.9x2.9 W.W.F. 6"x6'-2.9x2.9 W.W.F. ` - - - -- - - - - - - - - - - - - - -- -- - - - - -- , oe 896 SQUARE FEET 10 2 8" CONCRETE STEM L�LSI!-' ll LSL�L� V L�-�1UV WALL °" • 0 0 GREAT CARE AND EFFORT HAVE GONE INTO THE CREATION OF THE DESIGN AND ENGINEERING OF THESE PLAN AND BLUEPRINTS �Qp ��0�4 C�nE3 NTogUCTo NJ SIDING OPTIONS (2)"4 REBARS •••.e• °� HOWEVER, BECAUSE OF THE IMPOSSIBILITY OF PROVIDING ANY PERSONAL APD/OR ON-THE-SITE CONSULTATION, SUPERVISION, AND SCALE 1/8"•1'-0" 4k8' GROOVED SIDING CONTROL OVER THE ACTUAL CONSTRUCTION. AND BECAUSE OF THE GREAT VARIANCE IN LOCAL BUILDING CODE REQUIREMENTS 4k8' GROOVED SIDING VINYL AND OTHER LOCAL BUILDING AND WEATHER CONDITIONS, 84 LUMBER ASSUMES NO RESPONSIBILITY FOR ANY DAMAGES. INCLUDING VINYL SIDING U n n O nL D n w n BECTON HARDBOARD 1'-4' STRUCTURAL FAILURES DUE TO ANY DEFICIENCIES, OMISSIONS, OR ERRORS IN THE DESIGN OR BLUEPRINTS. IT IS RECOMMENDED HARDBOARD SIDING o THAT YOU CONSULT A LOCAL ARCHITECT OR ENGINEER OF YOUR CHOICE. AND CHECK WITH YOUR LOCAL BUILDING OFFICIALS, rouquacir 60rmayr�i uff' r00K PRIOR TO THE START OF ACTUAL CONSTRUCTION. SCALE: 1/2"-1'-0' y