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HomeMy WebLinkAbout49654-Z o�-%WF040, Town of Southold 8/22/2024 G P.O.Box 1179 0 o • 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45480 Date: 8/22/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 260 Founders Path, Southold SCTM#: 473889 Sec/Block/Lot: 64.-2-24 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/13/2023 pursuant to which Building Permit No. 49654 dated 9/7/2023 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: additions and alterations, including second floor, 3'x 7' landing and raised concrete patio to existing single family dwelling as applied for per ZBA#7729 dated 2/16/2023 and ZBA De Minimus Approval dated 4/27/2023 The certificate is issued to Marissael,Kenneth&Mary of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-23-0683 11/14/2023 ELECTRICAL CERTIFICATE NO. 49654 7/12/2024 PLUMBERS CERTIFICATION DATED 7/2/2024 se Benit 000 d Signature o�S�fFQ`l� TOWN OF SOUTHOLD a aye BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE SOUTHOLD NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49654 Date: 9/7/2023 Permission is hereby granted to: Marissael, Kenneth 300 Kilburn Rd S Garden City, NY 11530 To: Construct a second story addition and alterations to an existing single-family dwelling as applied for per SCHD. and ZBA approvals. 3-5-24 Amended to include 7 x 3 wood landing. At premises located at: 260 Founders Path, Southold SCTM #473889 Sec/Block/Lot# 64.-2-24 Pursuant to application dated 3/13/2023 and approved by the Building Inspector. To expire on 3/8/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $625.60 CERTIFICATE OF OCCUPANCY $50.00 ELECTRIC $150.00 • AMENDMENT TO PERMIT $10 50� Total: $836.10 Building Inspector �SUFFoip o TOWN OF SOUTHOLD BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE y • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49654 Date: 9/7/2023 Permission is hereby granted to: Marissael, Kenneth 300 Kilburn Rd S Garden City, NY 11530 To: Construct a second story addition and alterations to an existing single-family dwelling as applied for per SCHD and ZBA approvals. At premises located at: i 260 Founders Path, Southold 7 SCTM #473889 Sec/Block/Lot# 64.-2-24 Pursuant to application dated 3/13/2023 and approved by the Building Inspector. To expire on 3/8/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $625.60 CERTIFICATE OF OCCUPANCY $50.00 Total: $675.60 Building Inspector �o��oF so�ryol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 ;41% sean.devlinl'a-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Kenneth'Marissael Address: 260 Founders Path city:Southold st: NY zip: 11971 Building Permit#: 49654 section: 64 Block: 2 Lot: 24 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Bianco Electric License No: 59776ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph Heat Duplec Recpt 20 Ceiling Fixtures 2 Bath Exhaust Fan 1 Service 3 ph Hot Water . GFCI Recpt 2 Wall Fixtures 5 Smoke Detectors 5 Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures $ CO Detectors Sub Panel A/C Blower 2 Range Recpt Ceiling Fan Combo Smoke/CO 4 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect 2 Switches 3 4'LED Exit Fixtures Sump Pump Other Equipment: Notes: Second Floor Addition, New Smokes Everywhere & HVAC Inspector Signature: Date: July 12, 2024 S.Devlin-Cert Electrical Compliance Form o���fFotx�oG Town Hall Annex y► y Telephone(631)765-1802 54375 Main Road a s P.O.Box 1179 Southold,NY 11971-0959 CEO* • poi 411 Sao BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: —©g wilding Permit No. Owner: (Please print) Plumber; --�U s2 Be`'l i (Please print) I certify that the-solder used in the water-supply system contains less than 2/10 of l°fo lead. I (Plumbers Signature) Sworn to before me this �n Vl day of _ -- 201�(_ --h Awno�, Notary Public, County CONNIE D.BUNCH Notary Public,State of New York No.01 SU6185050 D Fr Qualified in Suffolk County Commission Expires April 14,2 J U L - 2 2024 WrLDI1o1G DEPT. TOWN X SOUT1101 �.lao �1^r` -S P ho�oP sourylo # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm,N�'' 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATI N (( [ ] PRE C/O [ ] RENTAL REMARKS. wJ�c�i V�b 11 �-c�ez- Alf/ w4e_ P62- 5,w � n W"r, l DATE INSPECTOR J OE SOGTyolo -- -- - # TOWN OF SODTHOLD BUILDING DEPT. `ycourme�' 631-765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMAR S: Y v+o� ' DATE ItSC Y INSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [� FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION T'5ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Ca FZ Vfll) a&� DATE INSPECTOR �o�aOF SOGTyo� # # TOWN OF SOUTHOLD BUILDING DEPT. r t�4 cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: � a,5ul�on a- La v L'rwx, ok- 4-y DATE INSPECTOR OF SOUIyo� 1�65v ��0 ro aw4v5 # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [,k] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMA^JRKS: / me I V,1 a- '94 ilc� k� 5 MBA 4-b op- wk, S60ytcC6 l'W t4, �o �G iVl fa l( �V IJll e5 o�- U3' CR_1 [&Lt A�P-eA e 10,614 LA DATE ���✓ °2 INSPECTOR OF 50U1y0� # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 qjo INSPECTION [l,]'-'FOUNDATION 1ST [ ] ROUGH PL13G. [ ] F UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: un��& --- KIZ (Q l DATE X2 X INSPECTOR SOUTyO� # , TOWN OF SOUTHOLD BUILDING DEPT. • Yo 631-765-1802 qq6>'q INSPECTION [ ] FOUNDATION 1ST/REBAR [ ] ROU H PLBG. [ ] FOUNDATION 2ND [ ] . ULATION/CAULKING. [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE &-CHIMNEY [ ] FIRE SAFETY INSPECTION [. ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: C a) DATE '?�O INSPECTOR pF SOGTyO� TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] .FOUNDATION 1ST/ REBAR [ ] , ROUGH PLBG. [ ] FOUNDATION 2ND [ . ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY. [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION. [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: WR tesa-AMT) v4s Wa'\ 11 &Ae DATE INSPECTOR, � U guAldlt►g e �n is ��P .`aW„o [ r 1 10 +if 4� •®! TOWN OF SOUTHOLD BUILDING DEPT. 631-765.1802 INSPECTION ( ) FOUNDATION 1ST/REEAR ( ] ROUGH PLBG. ' ( ] FOUNDATION 2ND ( ] INSULATIOWCAULKING [ ] FRAMING ISTRAPPING [ ) FINAL [ ] FIREPLACE&CHIMNEY ( ) FIRE SAFETY INSPECTION 1 [ ] FIRE RESISTANT CONSTRUCTION ( ] FIRE RESISTANT PENETRATION 1 [ J ELECTRICAL(ROUGH) ( ] ELECTRICAL(FINAL) [ ] CODE VIOLATION [ ] PRE C10 I ] RENTAL i t• REMARKS: .._.. L2 r -- wa — ,1 ane a 1 nL Ic�f K U I'a t[ncr�rJ V";F" IM Ave e wl � 1 ..1`400, j000* 1p ti S4 r R l ,ol �. . f ,r 4 b i Ilk • IX-A J%4 ,l R � t t � s 1, MELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) '-3 ------------------------------------ �cn FOUNDATION (2ND) cn �O � � O ROUGH FRAMING& p PLUMBING Q Vi :-to 4 �— c, L ht4MAWA r •I •a3 ns�l�t,-hc u vllu �l� � C�✓c2. lv�t. i �. INSULATION PER N.Y. STATE ENERGY CODEF An fwAnms, 6144. Q JON I(l/ S FINAL ADDITIONAL COMMENTS ,a3 61e C 'L G ad h 0 C . 1 Q J5 % va ►t --Is -23 A4'A4A ot pittoa --e c' NOT eWroVfd -V-fAU)fe, 713AU U-IS-Z3-�Py� Ali— t- n'M Mo% d 3 5-2- Xi p1m6ts Sol -�.. (Z. 2 'P'i C-s , y b (� o z w � ' � x r� H - S�FFO(K BOARD MEMBERS ��� `'�� Town Hall Annex Leslie Kanes Weisman,Chairperson �� �� 53095 Route 25,Main Road Patricia Acampora ® P.O.Box 1179 Eric Dantes W- '� Southold,NY 11971 Robert Lehnert,Jr. 0eti ��� Telephone(631)765-1809 Nicholas Planamento ®d http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD April 27,2023 Mary Marissael '260 Founders Path Southold,NY 11971 Re: De Minimus Request,File#7729 Marissael,260 Founders Path, Southold SCTM No. 1000-64-2-24 Dear Mrs. Marissael; We are in receipt of your email correspondence dated April 18,2023 requesting a de minimus approval related to ZBA determination#7729, dated February 16,2023,in which area variances for primary and secondary front yard setbacks were granted permitting the construction of improvements to your single family dwelling. IiiSyqur emailtou_e cplain that apropo ed never cren to patio�will-replan exis�ingrcgnc the=same.�diniension,,wliich.,face's�tle�primary-fron"tyar__d "•1` - . _ - ..r .1 HI f', ;iLY' :,�'y 4.��"t ..3....I - wed`.,our amended:sitei"lari andhave'determiici th tthe'elai a aside ' ctedtiis�d�minzzius . _ _ - , g._r ...�.....p �a�i�rrnature' - Please submit to our office two complete redated and signed plot plans by your architect, and contact our office if you have any further questions or concerns. 7lie nes Weisman, Chairperson cc:Building Department 1 c BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ��OF$�UryO 53095 Main Road-P.O.Box 1179 Patricia Acampora �� 1p Southold,NY 11971-0959 Eric Dantest Office Location: Robert Lehnert,Jr. Town Annex/First Floor Nicholas Planam �t �� 54375 Main Road(at Youngs Avenue) �t I�n �yOwn�� Southold,NY 11971 } MAR http://southoldtownny.gov RECEIVED E duviNb UEF1 ZONING BOARD OF APPEALS &14 AA a-h:rs" ! .Mwoorsogwolp TOWN OF SOUTHOLD Tel.(631)765-1809 F�B 2023 P SOUthold 'Torn Cie, FINDINGS,DELIBERATIONS AND DETERMINATION- MEETING OF FEBRUARY 16,2023 ZBA FILE:#7729 NAME OF APPLICANT: Kenneth &Mary Marissael PROPERTY LOCATION: 260 Founders Path, Southold,NY 1000-64.4-24 SMRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type H category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated September 23,2022 stating that this application is considered a matter for local determination as there appears to_be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTSMESCRIPTION: The subject property is a 7,266 sq. ft. non-conforming parcel in an R-40 Zoning District. The property has 100.11 feet road frontage along Founders Path,then turns west for 75 feet along L'Hommedieu Lane,turning north for 100 feet,before returning 70.32 feet back to Founders Path. The property is improved with a one and one half story frame dwelling with attached garage,located in a historic neighborhood,with mixed one(1)and two(2)story homes. BASIS OF APPLICATION: Request for Variances from Article XXIII, Section 280-124; and the Building Inspector's July 18,2022 Notice of Disapproval based on an application for a permit to construct roof alterations and dormer additions to an existing single-family dwelling at; 1)located less than the code required minimum front yard setback of 35 feet; 2) located Iess than the code required minimum secondary front yard of 20 feet; located at: 260 Founders Path, Southold,NY. SCTM No. 1000-64-2-24. RELIEF REQUESTED: The applicant requests variances for second floor dormer additions with a setback in the primary front yard of 23 ft where a 35 ft minimum is required, and a setback in the secondary front yard of 10 ft where a minimum of 20 ft is required. ADDITIONAL INFORMATION: Testimony was given by the owners at the public hearing stating that the proposed additions would be dormers on the existing second floor of the house,which currently exists in its non-conforming location with a pre-existing Certificate of Occupancy 4 35378,dated January 5,2012. i Page 2,February 16,2023 #7729 Marissael SCTM No. 1000-64-2-24 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 2,2023 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true.and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variances or will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed alterations and additions are taking place on the existing second floor of the residence. The proposed dormers are actually behind the existing setback lines of the first floor. The neighborhood is made up of small non-conforming lots with non-conforming houses, many of them historic. Since the work proposed on the second floor is within the existing gable roof which will be slightly raised with a dormer addition in order to add two bedrooms, no significant visual changes to the dwelling's architecture is proposed.Therefore the construction will not alter the character of the neighborhood. . 2. Town Law&267-b(3)(b)(2). The benefit sought by the applicant can cannot be achieved by some method,feasible for the applicant to pursue,other than an area variance. Due to the fact that the lot is non-conforming,and the existing house is also non-conforming,any proposed additions on the second floor of the house would require variance relief. 3. Town Law V267-b(3)(b)(3). The variances granted herein are mathematically substantial. a) The primary front yard setback represents a 35%relief from the code. b) The secondary front yard setback represents a 50%relief from the code. However,the proposed additions are dormers being proposed on the gable roof to permit habitable space on the second floor and they are to be set back behind the existing setbacks of the first floor of the existing residence. 4.- Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and the conditions of this board. 5. Town Law $267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the'time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of second floor dormer additions while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD:In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Lehnert,seconded by Member Dantes,and duly carried,to GRANT the variances as applied for,and shown on the Architectural Plans drawn by James Lerner,Architect(Sheet No. 1 of 4 last revised July 22, 2022; Sheet No: 1A dated August 23, 2022; Sheets 2 of 4, 3 of 4 and 4 of 4 dated May 21,2022;and Sheet No. 5 dated July 30,2022) This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void Page 3,February 16,2023 #7729 Marissael SCTM No. 1000-64-2-24 That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. IMPORTANT LIMITS ON THE APPROVALS)GRANTED HEREIN Please Read Carefully Any deviation from the survey,site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department" of a building permit and/or the issuance of a Stop Work Order,and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings,siteplan and/or survey cited above,such as alterations,extensions, demolitions,or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use,setback or other feature of the subject property that may violate the Zoning Code,other than such uses,setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three(3)consecutive one(1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN.Failure to comply in a timely manner may result in'the denial by the Building Department of a Certificate of Occupancy,nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes:Members Weisman(Chairperson),Acampora,Dantes,LehneM and Planamento(5-0). C slie Kanes Weisman, C airperson Approved for filing /` 7 /2023 E C E V E D uV�''' BUILDING DEPARTMENT- Electrical I ctor ��.;.srfFoiK� r n 2 g '�L23 � TOWN OF SOUTHOLD -' y` Town Hall Annex - 54375 Main Road - PO Box 1-179 T Southold, New York 11971-0959 BuRdIng Department yoy� I p� �' Telephone (631) 765-1802 - FAX (631) 765- 2®f Southold .�;rpl � U`` rogerr(a�southoldtownny gov - seand(a�southoldtownny._ ov r`rz APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: J i`0.17 C-® ec.Iri Electrician's Name: 9 110,11 C J License No.: 64 E yZZ6 Elec. email: (-�F , zCif e--1C.C4rr'C o 601" Elec. Phone No: 5 it 3 j . - ' Ua 3 ❑I request an email copy of Certificate of Compliance Elec. Address.: 1 e� �� �- �/L'd 3 JOB SITE INFORMATION (All Information Required) Name: Address: N Cross Street: t ' % ' Phone No.: �) Bldg.Permit#: !Jell 10 s email: —T-- � Block: Wit, Tax Map District: 1000 Section: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): ✓,/;'te- a. l {tl, V,00/M - �� ® moo ���;1 5 �v�' `'1 Oil Sc c, Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES 0 NO -]Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 9� Zoe C PERMIT p Address. S�.vitches Outlets' ' J GFI's 1 Surface lam, Sconces H H's � l�l UC Lts Fans Fridge HW Exhaust I Oven WAD Smokes l DW Mini arbon Micro Generator -ombo f �I Cooktop Transfer 1 � 9 aC ` AH \ 1' Hood Service \ Amps Have Usec -pedal omments DWELLING N 64°OS'00" E PUBLIC WATER _ 70'32 ELEVPOLE VENTt Z REMOVE EXIST. 19.8 SURVEY OF P/O LOTS 7 & 8 ELEV TE MAP OF FOUNDERS ESTATE 20.88'0 x 5' SEPTIC TANK EXIFILED MAY 10, 1927, MAP No. 834 D-BOX & CAP PIPE. ) OOSL TO BENG CHING SITUATE CA Q EXISTING 8'0 x Ir RE-PIPED AND - SOUTHOLDo PROVIDE FOR 8'12'LEACHING POOL EFFECTIVE DEPTH. TOWN OF SOUTHOLD p I 5' 8' i Q HYDRO ACTION TO REMAIN (SEE L- o AN500 SUFFOLK COUNTY, NEW YORK MIN. IN. TREATM NT NOTE UNIT GARAGE SOIL BORING SCTM#. 1000-64-2-24 ! 0 zoo sF ROY K. REISSIG, P.E. POOL i 0 DRIVEWAY APRIL 25, 2023 M7A ELEV 20.7 5'MIN. i WAT SET E0.2' TOP SOIL (PT)1.8' DARK BROWN SILT (SM)TROL' EEL C.O. EXIST. LTJ € DWELLINGDWELLLING '�7 DWELLINGS 4.0' BROWN SILTY SAND (SM)PUBLIC WATERPROPOSED PUBLIC WATER y rc a E SECOND STORY E/S OF FOUNDERS U Q tJ PATH 2.0' BROWN SAND & GRAVEL (SP) ix 0 co u y SINGLE FAMILY 18 0' 1.0' SANDY GRAVEL (GP) e S< <.3 0 z O h l 1 & 2 STORY n w m'r o t° = O } N p h RESIDENCE o E E a F J w v I (5 BEDROOMS) i � z m 7.0' ORANGE BROWN SAND & GRAVEL (SP) Z) 0 2 F.F. ELEV. 23.8 PORCH w 1st FL. 1,770 SFLL In 2nd FL. 830 SF _ 0 Z Z Z ui TW1LBASEMEENT600 F LOT AREA n�� o Z 2.0' WET PALE BROWN SAND w OLL � w t2 U o �, ELEV 7,266 SF ELEV�n & GRAVEL (SP) 20.2 _ _ _ _ 21.5 TEST HOLE DATA ¢ ¢J S 64°05'00" W 75.00' N.T.S. w �0 = LL O.H. OLE ❑ a LL O ELECTRIC z < o g Z X MAIN NO WELLS WITHIN P��OFNFwrO U LL U w L'HOMMEDIEU LANET 150' OF SUBJECT �,� ��a��l o W a o PROPERTY o o LL u, I— CC W DWELLINGS * j Q d PUBLIC WATER fn ❑ Q S/S OF CHOMMEDIEU LANE F.F. EL. 23.8 C/O INV. EL. 19. INV. EL. 18.8 PROFEssIi3 � INV. EL. 18.5 GROUND ELEVATION 20.0 INV. EL. 20.1 , x LEACHING POOL (2) 21 TREATMENT TA NK 8' m 17' INV. EL. 19. BOTTOM ELEV. 14.3 ELEV. 18.3 0 o8' DEED 'o D AN I E L R. F A LA s C 0, P.E. , BOTTOM ELEV. 10.3 CONSULTING ENGINEER = HIGHEST EXPECTED GROUNDWATER ELEV. 4.7 SANITARY SYSTEM PROFILE - 94 STEUBEN BLVD., SET, NY 11767 N.T.S. (516) 317-727-7209 DATE SCALE DRAWING NO. 4/22/2023 1'',=20' _ m5<2500 0215010 m6 D Doom FINISHED GRADE 02-750 m325000 m218)5 Z CONCRETE COVER I" DIA SDR 35 PVC N . 20. -9 NOTE: PROVIDE SECONDARY Lif OR EQUIVALENT MIN. GRATES FOR COVERS mz+solo ED 1/8"-1' MIN. 2.0' MAX. ®EEO 5 ® ®®®® © ms1.2 DD m)6-0ODO m)D.0000 ms)asaa ®® RDLPRECAST SANITARY PROVIDE SECONDARD [� PI.c cows.`,PANE /Iwea cDNPRcssDm ®®®®®®® SAFETY COVER RINGS (TYP) REMOTE PLC CONTROL PANEL W/ HP80 COMPRESSOR ®®® E a ®® H D-D3 z 3' MIN. COLLAR MATERIAL TO I ®®®®® CONSIST OF CLEAN ®®®® SAND AND GRAVEL POLYLOK 20" HD COVER ®®®® POLYLOK RISER AS REQUIRED INLET i c OUTLET J B 3' MIN.ABOVE HIGHEST EXPECTED GROUNDWATER 1, 6 K F BACKFILL MATERIAL TO BE CLEAN SAND & GRAVEL C_C 6e96 6' MIN. PENETRATION INTO VIRGIN STRATA OF SAND & GRAVEL FROMSIXWEW TDP WEv+ LVTAWAYNEW A .H.S. SANITARY LEACHING POOL DETAIL POLYLOK 20" D-BOX PROVIDE ENDCAP PART NO. 3017-20 N.T.S. MATERIAL - HOPE LEVELING DEVICES 9} DATE: 8/12/04 ON ALL OUTLETS ns® POLYLOK D-BOX DETAIL N.T.S. BILL OF MATERIALS ITEM PM DESCRIPTION HA460056 TANK,AN500 245 NITROGEN REDUCTION A 160055 TANK,ANSOO 245 PRETREATMENT HYDROACTION TREATMENT UNIT D 100118 CO PLING, 4' SCH 35 PVC SXS C 240DIS FG CONNECTING PANEL 24X79 Cl 160028 ADHESIVE, CARTRIDGE 4 DWELLING ELEC PANEL CB 1 DP1 ———— —————— ——0 DOSING PUMP Cz 240031 SCREW, 1' #10 SELF TAP PPH ZINC D 760066 FASTENER.3/8-16 X 3 3/4'AT HHCS ❑ CB 2 RP1 —————— ———— ——0 RECIRCULATION PUMP DI 200013 NUT, 3/8-16 SS QUICK D2 200006 WASHER, 3/8-16 SS DISCONNECT CB 3 MP1 --0MIXER PUMP D3 200034 WASHER, SS 3/8' LDCKWASHR -------- -- SWITCH E 700170 ASSEMBLY,RE-CIRCULATION 245 COMPLETE MIDWEST P065P AIR AIR HOSE F AP600-P AP600 ATU W/PLATFORM COMPLETE CB 4 Cl PUMP TO DIFFUSER G EC50 100023 PLC EC5030-L. 'PLC H 100023 PIPE, 4' PVC SCH35 (I CB 5 ^ I 100023 PIPE, 4' PVC SCH35 CI to---- --- -- /RECIRC TIMER ENABLED 3 180111 TEE, STRAIGHT 4' SCH35 —_—� �_-- TO CONTRO Y K ]00023 PIPE, 4- PVC SCH35 ------ L1 PANEL 2❑---- --- --- TYPICAL HYDRO ACTION AN500 DETAIL o------- ----- -- )HIGHWATER ALARM NT's. CIRCUIT BREAKER SPECIFICATIONS `P�� O RN q�yOp D AN I E L R. F ALA S C 0, P.E. CB �F qs f CEI 1 - 20 AMP - ------- FIELD WIRING `o CONSULTING ENGINEER CB 2 - 20 AMP GROUND MANUFACTURER WIRING CB 3 - 20 AMP ------ PNEUMATIC HOSE (FIELD INSTALL) 94 STEUBEN BLVD., NESCONSET, NY 11767 CB 4 - 10 AMP (516) 317-7209 CB 5 - 10 AMP GJ /1/ 9 WIRING SKETCH �oPR�FESSIONP� DATE SCALE DRAWING NO. 04/22/23 N.T.S. 2 N 6405'00" E PU DWELLING 90.32' ELEVPOIE ELEV SOIL — — — 19.8 20.8BORING 86:B' y 5Hm Q.5 LEACHING POOL I SURVEY OF P/0 LOTS 7 & 8- I M",OF FOUNDERS ESTATE A-210 9- _-BOX FflXD MAY 10, 1927, MAP Nt►. 834 c II .D � SITUATE I EA233" .SIOUTHOLD a'�is 2 DO GEE TOWN OF SOUTHOLD o I DRIVEWAY SUFFOLK COUNTY, NEW, YORK 'e x B' SOIL DORING VENT LEACHING o '� SCTM#. 1000-64-2-2'4 ROY K. REISSIG•P.E ICPANELOLPDOL O C.O. wA E APRIL 25. 2D23 b ELEV 20.7 DWELIJMG I ONE STORY I I 0.2';'SOIL(PT) PUBLIC.WATER — DWELLINGS. 1.8.OVtK BROWN SILT(SM) CO PUBLIC WATER — — TWO STORY I E/S OF FOUNDERS a I PATH 4.D'BROWN SILTY SAND(SM) y SINGLE FAMILY h I 1 RESIDENCE ONE STORY I �+ I 2.D'B20WN SAND&GRAVEL(SP) 2 (5 BEDROOMS) I A= 1.0'SWDY GRAVEL(GP) F.F.ELEV.23.8 PORCH 18.0' 1st FIL 1,770 SF 2ad FL.830 SF I TOTAL Z600 SF p s- w/aASEn+ENT LOT AREA `�^.y I e A 7.0•GRANGE BROWN SAND&GRAVEL(SP) ELEV 7,266 SF ELEV 20.2 _ _ _ _ 21.5 S 64.05'00" A 75.00' 2.0'WET PALE BROWN SAND O.H. POLE d GRAVEL(SP) ELECTRIC TEST HOLE DATA N.T.S. WATER L'HOMMEDIEU LANE MAN AS-BUILT PUBLIC WATER R-2 3- 119 8 S/S OF CHOMMEDIEU LANE 'SUFFOLK COUNTY DEPARTMENT OF HMTH.SERVICES APPRWAL OF CONSTRUCTED VMMS FOR R A SINGLE FAMILY RESIDFENCI` Date 11n4F2oz'd H.S.ttd.Nb. R-xiD6ea — ��OFNE4yy DANIEL R. FALASCO, P.E., P.C. '>ma>e�d�os�IcMwritsi�ipiytstlr4Dllialthi)4�1►p(1.1►t�sDaen �Q' >. :Fa Qp andlat 6y:tttk,Ot oa o10f ADutq `' �sp�- tob0"mf 06iyFORANUI%Rt 0.F 5— 8EDR00>]/S: p * CONSULTING ENGINEER . 94 STEUBEN BLVD:, NESCONSET,NY 11767 • (516)317-7209 )f �yr�p 1a 0555999 �ry olrw of wa4mww mmailow pROfF5510Na� DATE I SCALE DRAW NG NO. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 9/14/2023 1"=20• ® ECEOWE fats. BUILDING DEPARTMENT-Electrical I ctor TOWN OF SOUTHOLD SEP 2 9 2023 - Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Building Department Telephone (631) 765-1802 - FAX (631) 765-W@2 of Southold .," rogerr southoldtownny_gov-- sea nd(aD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: Company Name: I &M CO ec-,k Electrician's Name: c- p ( C0 License No.: 44 E_59 ZZ( Elec. email: CD e-1c ri'C Elec. Phone No: .S i 6-, 31 _ pa 3 [:]I request an email copy of Certificate of Compliance Elec. Address.: J _( //-Co© . JOB SITE INFORMATION (All Information Required) Name: Address: ?a )1d /V Cross Street: e ° Phone No.: b BIdg.Permit#: j0Sq email: Tax Map District: 1000 Section: Block: a Lot: 01 t,/ BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES [] NO -]Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y RN Additional Information: l 6-0 PAYMENT DUE WITH APPLICATION 9-d 943 0 42?,� I0S-, , --� JAMES LER DER; ARCHITECIF 424 MADISON STREET �m N WESTBUR.Y,NY 11590 - r 5 1 6-8764652 1 Tel 516-997-79E7 Fax i September 7, 2022 Town of Southold Building Department Town Hall Annex 54375 Main Road Southold, NY 11971 Re: Marissael Residence- Proposed Additions and Alterations 260 Founders Path, Southold, NY 11971 Plot Plan Certification Dear sirs: I, James Lerner, R.A. do hereby certify that concerning the above referenced project,the plot plan shown on drawing I is based upon'the information contained on the survey dated 12/1/2011 by Kenneth M. Woychuk, L.S. and in coordination with the dimensions of the proposed additions for which we are applying to the Town of Southold,Building Department.All setbacks shown on the plot plan have been obtained from the referenced survey. Please let me know if you have any questions. Ve truly yours, ames rner R.A. D94 r JAMES LERN ER, ARCHITECT 424 MADISON STREET WES'1BURY,NY 11590 516-876-6521 Tel 516-997-7967 Fax August 31,2023 Town of Southold 53095 Route 25 Southold, N.Y. 11971 Re:260 Founder's Path, Southold, N.Y. 11971 Additions and Alterations to Residence Dear sirs: This is to certify that The design wind speed for the above referenced project is 130 mph. Please let me know if you have any questions. Very truly yours, d" ¢Y/ J es Le er, R.A. V. OF: Toad APPROVED AS NOTED COMPLY WITH ALL CODES OF r 7`23 B.P.# q 5 NEW YORK STATE & TOWN CODES °ATE AS REQUIRED AND CONDITIONS OF FEE: NOTIFY BUILDING DEPARTMENT AT / of SOUTHOLDTOWNZBA 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: SOUTHOLDTOWNRlANNIN�BOAAD 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE SOUTHOLDTOWNTRUSTEES 2. ROUGH-FRAMING,PLUMBING, STRAPPING,ELECTRICAL&CAULKING ,r.N.Y.S.DEC 3. INSULATION 4. FINAL-CONSTRUCTION-&ELECTRICAL MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE TRUSS PLpCARDIN6 REQUIRED REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. Must provide Manuals D,J and S as per NYS Energy Code ELECTRICAL. INSPECTION REQUIRED Blower door and ductwork PLUMBER CERTIFICATION testing m quked. ON LEAD CONTENT BEFORE ) CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER 8ep8rdtlOA SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1%. LEAD. Tequired as per NYS Code PLUMBING Ur1der- s+air fire- pratf'c}iL l5 AL PLUMBING WASTE 4WATER LINES NEED rip U 1 red Zp�j TESTING BEFO"E COVERING l K Pis. Opc1c C)F N ys � � �3d2. '7 '� Smoke. de+tc}o� r�equ lred all . S1ffpl� rooms. k1i 2na S0 n�p room RETAIN STORM WATER MM FF SLMANT TO CHAPTER 0r�CqUIYf�S v (G Ider COG OF THE TOWN CODE. � �T � � ,j 2 7 7nM, .h OVA 5 L 8" ' waoa 8if-pS 100.00UPS 'If -7 G STOCKApi: Fq=. -iGE 92_32 t*IL _ 12.8. .4 (t 4 PIN c7 � ; n 9.�a LF k � 27.466 LrI f + 2 Is C �s 2X _u-0 2�35 Dkt -- - - --- ---- cis N ( E DW s n O00 ErN l A!i Pik - - P, - r� -- - -��D�_ ..- 6-00 N8•1,C, 19 Ln 77 _w StS-ruj76 E.XIS: U j co oc _ ., vN - - - A " ' pit a` `.S'. V—: _)1Kay -G V A_�- _ - _'� 1 -- r 4k Ln EL N- 4 FEB 6 - -- T 1 __- b�T�T- U C CAN Q Slh1GLE.S �`tCS _SM6Kt.PcTE R6 - _ -.. . _ 7L _ _. a (. c, _ I ;ice L —* APPROVED®Y: bCALE DRAWN BY f ' ` `,1.. -a• ) •d BATE:•5 ����..J••« ?1; 1 REVISED 1 23 ; S t-�_�� �'. u—- - � . — DRAWING NUMBER 18 X 24 PRINTED ON NO.1000II CLEARPRINT• LJ 3 . 2 12 RiDCF ��3. AD,A,CE�t'i' �1p C XW'a�, x 24 FIFES e 4� 0" lJ 2X6 CO 12�i t5" FUR OUT Fact R-38 uI -� C> I x10RRct�i 2X16 RR C t ,r'" Trk,il 1 � ,i-/ ;r1'•ri,`P: �� .:G l 4, .11,9 r} €' ;F': C6"O.C. I 16110. C. GYR 13D 2Ix 6 CIO _C ---� S _ A1�C1-�17EC7uR�.L SI-'C1uG�.wES L11 � _ , = �xlv Ida - O O'N 1; FELL' t " PLY 60 0.C. . �- /z ,�', - -cu 5 L O g , f�- AWM. GA RS t E s ► ; f _ R-19 INS. SI STER To F_XI ST, - 8 0 I, _ (2) 2x$ .� q V t 8 el cLo TQ Coin .--- + .g IN -� TAEL 302�d ` d, � _ 1EXiS7. EJ 16 �3) 2x8 &jpD!wR ! Cab N ob l. �� E ..:._ . i - X _.i S - -- - �- _ _— r 'rt / t 26r£ <D I 3 , \ u — � -- cYl f y, yl ♦......+ J ...new......., ` .iy 5 _ - �Zr I on /���� CW1135 C 9 �x I0 plrk f� RIM - PR6Pt _SE_p-ADD_1_Ti ON -ALTER ATI Q,14 S .-fo - iqF- SCALE: I/,+t,_J 1r. APPROVED BY: DRAWN BY DATE: S/zc/z2- OALARCH- '.5IG 1G"_b.�Lf-. REVISED LER -E Pt: A?C_ STEM-T Ywl,.,0_ r OLD �_l y ,,,,_ _ DRAWING NUMBER 18 x 24 PRINTED ON NO.too®H CLEARPRINr. } ARCH1 i -C i URA ;HNGl-Ft � GABII-- VET ALUM. GUTTERS LEADIE-rl�.S c� M ETA L FLA Izs�-� 12 Co F t4F-Ti BD. _ -- k► 7713 fit`FETAL goo - — - El 11_ 000 El -jj ...-- ,�„ AIR CH`T � uRAL sV41hGLS � RAISE 1 cHIMr��y - pcLUlq. GUTrE r S LEAD F- S. FT- NIFRL ELRRI�.tN 7 1,o caD --1 II _ g - R L--PECK.:LUM 7NE-FRESS_CS�i - FXCSCINC� A{S D -1-1-�Ltl.TLP t - w - �N.C. 4 WOOL), r - Y X POST. - -- -- : -AD�:4.��1-�� � -� SCALE: 1/ 11_ 10,1 APPROVED BY DRAWN BY --_._ _.. __._ --- _. DATE: REVISED 1 1 fl � DRAWING NUMBER ts 18 X 24 PRINTED ON NO.1000H CLEATtPRINT• ARC01 3 Em6m,lr GABLEE NI FIN`i' / 1Z 9x 10 RAKE at).— � 3 I III Ilk Ln Eli z a AT3UlTtCWRAL. 5HM L!S 4 � GABLE VENT 1 D©RMER tjEYvI►D) 1 Y _ ALUM. 6ru-rTFTAq,J. - - kA 3 ( � I qF- - - SCALE: brf APPROVED BY: F .► � � DRAWN BY , •,'r �� s �— DATE: 2_ LLAAEA _5 6 Kr-_ REVISED DRAWING NUMBER 18 X 24 PRIMED ON NO.1000N CLEARPRINT• CI�'ERIA .. _:_ .� .:�......... ..... . .. 7R1�WII Cr ' DESIGNED -N CONFORMANCE WItH: NA SCHEDULE W-YORK STATE R'ESHIENTIAL CODE,&= IIaIN�-from',Wood Framc•'Construction Manual.for one and two family houses • Live Loads: _ MANUAL O L ONS'�R Gfi'>i, �_ UC�'II+Dl'�1.. Ai:FAR:1.te�'�FA.I��.'S�]El. 40.psf r o h r t �E_1fl{ � G fJ 1 �:6- - , A Joint Description Numbel of Naas wiail SF Icing p onus t e 11a sleepinb roams ENERAL-NOTES: 30 psf ,sleeping iooms RCTt] P1rAMWG 10 psf attics-W/O st6r gp 1. ALL FOOTINGS SHALL BEAR ON UNDIS7•URBED VIRGIN'S=HA\tljiifiiM13M.$EAR A1Gt -C A QTV OF 3000 20:psf attics:W/.Sion age 2. AL L FOUNDATION WAILS AND VERTICAL CONCRETE i E POSED TO'WEA7 AN�'�? :A ;I31,�3FMEt T SLR. Rafter to Top Plate(Toe-naRed) 3- 8d per rafter SHALL BE MINIMUM'3,000'PSI PLAIN CONCRETE,AIR EN FRA[NED.1N FREE II iiAW WEATHBEtCEII•lD1TiON& Ceiling Joist to Top Platr(Toe-nailed) 3- 8d per rafter All other live loads iIl'aocordanee.w/ 3, ALL PORCHES,CARPORT SLAMS,STEPS EXPOSED TO THE'WEATHER-ANI9 OARA.C-r,1 I: DR SLAHs.$IIAi:Ir t3E3;500 Psi= Ceiling Joist to'Paiallel Rafter(Faces nailed) 5-16d each la - Table R301.4 N.Y.S.•Residentiai;COdC AIR ENTRAINED CONCRETE.. t . _ ,4P&� , W o' Dead':Loads: 4. ALL FOOTINGS SHALL BE POURED AT A MIN. DEPTH OF-3-BELOW GRADE ItEGARp1,ES5 L1F'dSOlt CO1417ITIONS: Ce11mg Joist Laps Over Partitions(Face-nailed) S-}6d each lap' 5. DAMP PROOF ALL CONCRETE WALLS ENC SING HABITABLE OR;USABLE SPACE. ;. ;• ; '; Collar Tie to Rafter(Face-nailed) . , 3-1 od per tie.• '�' ¢,5" } Blocking t Z- X lOpSf .floors,rbr�fS and Walls 6. ON NER►CONSTRUCTtONOVI R EXISTING.VERIFY£,XIS')`ptlijA3UREEDCONt''`A TE'SPRERE!`EOOT1V08: '` ;: 4;,.`' g o Rafl.r(Toe-nailed) 2- 8d each end - • Ground Snow loan: 7. ALL STEPPED FOOTINGS SHALL HAVE FLAT TOPS AND.BOTTOMS LEVEL AMD TRUE TO INSLU.NAXMfUM.BEARFNC:, - Board to itafter.(>;nd nailed): 2-16d each end. *+ 1 AND SHALL.BE STEPPED AT•A.1:2 SLOPE MAXIMUIVE•MAINiAJIiMt3 TH£.THICKNESS;.ASNOTED.0I4 THE DRAWIN��; 4S' f ps .AT ALL POINTS. WALL FRAMING Wind Speed:' ': S. SILL PLATES SHALL BE ANCHORED TO THE,FOUNDATION WITH ANCHOR BOLTS'IMBEDDED A-M N.YMii�-OF-7" 120 mph,Exposure B Enclosed: '-'-- SPACED AS FOLLOWS: " 1?p Plate to-Top Plate(Face-nailed) 2-16d per foot I WITHIN 12"OF THE-END OF EACH PLATE SEC LION P { 1 R a ` Wing Uplift:; Tdp Plates at btersections Pace-nailed): 4-16d oirts-each side S/S •ANCHOR BOt.TS.23' O.C.MAX;8k2,STo1S WI ROQF i'1�t CrT 7:� ;.ALI.,CS1'i3 "r3 :.r• . 1. 3 a 12 ' • - 3'"x 3ri'x t�» M7NI :� . l 4e,o Stud•ta Stud Face-nai ed 2- ' : . . WA$IIERSAT'U 4 ~ :....,, : ) l0F AND ( _ l6d 2 c. '3 2 : Per:preSCrlptive:deslgrl, .able:3:,I4 (Wood,.Fr�tiie:' _':. NOTE:SEE SHEARWALL SCHEDULE FOR ADD1TlONA1,ANCHOR$01;TS., . •.' Header to Header 16d' 16"o.c. to edges along dges Gt-Cx Cr;!listrl�cticln;Mantial for Qne'Biltl.iTWO F$I1Y11y H�l1tSC5) ' 9. THE CONTRACTOR SHALL COORDINATE AND PLACE ALt:;SLEEVES REQUIRED:FOR PLUMBING,ELECTRICAL OR ANY .: �O `1 � 3 2 o. Seismic Design Category: OTHER TRADE PERFORMING WORK THAT REQUIRES:PASSING THROUGH ANY FOt:INDATIOhf WALLS, ' Top or Bottom(late to Stud(End-nailed) 2-16d. per 2x4 stud i2 5 3 3 3 10. ALL FOUNDATION PLATES SHALL BETRESSURE TREATED: C `• ; 3-16d per 2x6 stud 14 5 4 3 3 11. ALL FOUNDATION SILL PLATES SHALL REST'ON ALUMINUM TERMITE SHIELD,AND SII:I.PLATE 14SULATION. 4-16d per 2x8 stud 1 4. •� •. . Weathenng:: ; ' 12. ALLL.WOOD TO BE HEM FIR NO 2 OR BETTER WITH:Fb=850 PSi AND MODULUS OF ELASTIETTY:(E).OP 1,300,000..: �JeVere 13. ALL SHEATH[NG AND StJBFLOORING SHALL BE SPECIE GROUP ONES CXTERIUR-GRAD9;XHICI4+E$5A5'INDICATED.- Bottom Plate to Floor Joist,Band Joist,End Joist L I 1 t 1 .14. JOISTS/RAITERS SHALL BE DOUBLED AT:AIM OPENING$,END RUNS,PARALLEL PARTTINS AND SAIT3TU$S 4 2. l;rosta:i'ae D. the . ' 15., PROVIDE FULL DEPTH 2X BLOCKING 4'-Q"O.G IN'THE FUtST TWO FRAMING S1PAC):S BET EEN`FI C)OR JOISTS AT EACH or,•Blocking,(Face=nailed) 2-•16di per foot fr�F 2 2• 3'-Oa, 11. 3 �. END OF THE FLOOR SYSTEM;INCLUDING ATTiC,FLOORS: Er 2 2 16. CROSS BRIDGING OR SOLID BLOCKING SHALL BE INSTALLED AT AI L70ISTS 8'-0^O.C.MAXIMUM:AND S0.416. •- FLOOR FRAMING , 4 � � � •. ..:.Termite: cuT>rr� la 5 3 BLOCKING/FIRESTOPPING AT BEARING-PARTTTIONS. : . C* It r 3 $ IVIOderate,tQ,T +�aVy . 17; •ALL:HORIZONTAL FRAMING BEARING OAT:BEAIuiS,GIRDERS t2R:PLATES•OF BEARING PARTITIONS Fi�41 L.HE'LAP.PED: Joist t0 Sill,Tap.Plate or'Girder(Toe-nailed) 4- .8d per joist �i®a� 12 6 4 decay:.: :. MiNIMU - 4'' M(SEE BLOCKING NOTE):. P J '� t NNEC!ID ONS,SiZfD AND..NEtILEb li+J- ing to ist(Toe•nailed each end 14 7 4- ALL FLUSH IN SHALL B ANUFA T ST Bridg Jo ) 2 8d Slight,to M6detk& 8' ORDER TO SU�PP R :THE REACTIVE LOAD Of THE MEMBER 5UPPORTED.� 16 CONNECTI Blocking to Joist..,(Fod;-nailed) 2-• 8d each etad I9. BLOCKING SHALL BE PRnIADED IN THE FRAJAING TO SUPPORT.LEADER-S AND GUTTERS,FASCIA ENDS,by-S M , . Blocking to Sill:or Top Plate(toe=nailed)• 3-16d each block . ' : Wntet.Desirgit T'emperati3: , ' WALLI3LPAii�'3 EDGES.ANT!CURT4'EI2S,TORI.ET ACCESSORIES CABFNI✓TS;CASINGS,E�CC:: .: Ledger Strip,tp Beata(Face-nailed)• 3-I6d -. each joist 2 1 I t u . .:.•: :.: 1 N gnu 13 20. INSTALL FIRESTOFPiNGAT ALL RI QUIRED LOCATIONS TO COMPLY WITH GOVERN`&G�B1ULDIN0 CODE:- Joist.on Ied'gd:r to Beam(Toe-nailed) . 3-'8d per joist ' � � Z i Z :St.�ffollt,' l l°' : 21. PROV.H)E FIREPA•TF-D.AS SEMBI.fES AS CALLED FOR ON'DR.�'1WINGS. : Band.Joist'to Joist(End-nailed) 3.16d er joist u l�..v -T 1 Z- - p 22: ALL ROOF EVES;RAFTR I>:SPACE ABOVE RAiStJi AI'I()N AND LiNHEATt?�7 ATTIC.SPACES HALL'BE YEN I FD'AS•,. :. Band-joist to Sill oi?Top Plate(Toe-nailed) 2-16d per foot AM12A!4 G Stliel ,U1 INDICATED. _ 3 : Polymer:'>rlLodifed 13itamen Shee�.fro�I:eves'e�l e .SHALL BE TYPE A992 WITH A UNIT STRESS'OF Fy=.SO ksi. - - ��� `�_ � 4 23 ALL STEEL _ , : . r ROOF SHEATki NG _ .. , .. TO III?B. �`e''; Ide l�lli dirties * .�OI.f�ttS115..' 24.. ALL INTERIOR AREAS SUBJECT TO MOISTIJ E:41',tD HIGH HU,,49DI Y SHALL BE FINISHED WITH/z. W&EI�RESISTANT I't Gleam f2 �j e� - -- - - ' •. C3YPSUIvf BOARD: _ Fdood.:laard: 25.. •LICENCED CONTRACTORS RN ACCORR3ANCE WITH AI'PF ICABLI"s CtnDE5 AND.'REG[ILATIONS GOVERNING SH ' L : . Structural Panels. $d 6"o.c.edge 1 - - _ 4 AL 1�5 per local jtgrisd'CtiOIY: PERFOttM ALL PLUMBING;NVAC,AND ELEC RICAL.WORK, :.' '. : :' 12"Ct.C:field : ' 26. ALL-STORM WATER AND-SEWAGE-DISPOSAL SYSTEMS SHALL BE DESIGNED AND INSTAL;LED:ASPT;R GOV)rRMNG::.•; `' 8d 4"o:c,at Gable Rakes ' 2 . Z t t I . CODES AND HEALTH DEPT;REGULATIONS' : . _ 4 ____7 2 Z 1 2Z Wood Frame Construction Manual for One and TWO.Family.Houses 27. ALL:NEW UE ILlT1ES INDICATED SHAI:L'BE.DESIGNED,INSTALLED;AND:TERMINATED BY LOCAI;UTILITY COMPANIES' CEILING 3HEA'�HING. '. B ' ---• - ASPER tTTILITY•CO.REGULATIQN$.• '. • �t11 V TY l0 - -- ---- - 28: ALL-NEW CONSTRUCTION•SHALL:'11c.6T Tiff R:QU0XN ENTS OF LOCALAND$TATVEN;MGY•COYSER.4TIQN Cflt?FSr'::..G' sarla•Wallbolyd . _ 3P sd .00lsrc 7"c.cedge L� -.._._.--..___.._ REFER TO ENIERGY CALCULATIONS ATTACHER3:.;0 THESE DRAWINGS.. . '. . :: ::' ;'';'.. .; > ":.' 29. A1:L.BEAMS IN CEILING TO B,E CONCEAILED.UN!.ESSNOTED'OTHERWISE: 10"O.C.f1Q�1d E��:�►�lr'� _I� !'a � A. �' " 3t3,• ALL ROOF•RF.FjEKS?O HAVE:PREFABRICA EEl)Nw�1 AL IIAN.GERS Qit!Fp tI'�FRiC.A+3B'CL,! S.' y . '<" ., '..',.;.' WALL SHEA• 1[1'i tCx 3 L. ANY`DfiSCREPANCIFS SHALL.J E.REPORTED:TO THE ARCHITECT)�VFOR£'PROCEEDING -. 14 32. LAP TOP PLATES OVER WALL OPEI�IGS AS FOUOW.S: _,U! TO 61 OPE�I.INGS L'AP 2'I�tIN,&:b'.7a t2;'.OPENINGS'LAP4': Structural Panels 8d 6"a.c.edge , TABLE R3U1:7 MINIMUM .: : ':. ::" .. 12"o.c.field 2 '� . f..a... ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 33. ALL ENTRY PLATFORMS TO BE;MINIMUM 3'DEEP. PROVIDE AT•LEAST.OA HANDRAIE;IF-1*6Q ;It:,1ytORE:I t$ER . ,..: . Gypsum Wallboard { PROVIDE TWO ILWRA.ILS`IF THREE OR MORE RISERS:. �' Sd coolers 7 o.c.edge 3 t 2 k. STRUCTURAL MEMBER ALLOWA®LE 34. HEADERS: 0'-3'=2-2 x 8;.'` 3 a'=2=`2 x1Q;' 4'-6'=2-Z z 1'2,' 6`=8,?-2-1.75.x.9 S M.>r. •: : l0"o.c.field DEFLECTION 35:• .INSTALL'HARDWIRED SMOKE DETECTORS IN AC L'13EA(t0014IS3. GCI!~•G, �'- _, ADJA�CENT1OSLEEPINQAJMAS;IiA.LLS,TOF-OE STAIRS AND,l3ASEMEW..INSTALGCO[7ETly(c TARS ON BQILER,IfiNR LEVEL 1 Nb -'EST T EVE;:5LE'E<'R+tiCi A;'AI L' ' P'"- GLE M 8 Ratters having slopes greater than 3/12 L/I80 '10R SHEAT]~L'mTG 4. _ witll no linishi;d ceilin*attached to ALARMS TO BE INTEttCONNECTED OR'iF`Ai> OWEI2 BY'I:OCAL CO1E;.StNGLE STATIOta•• �F'rrJ 10 g ¢ b all TO P O TltC.: - 'Stntetural Panels r:~ I' - - CrM HAVF.CODEAP R.YED:SAFETY:GI�AS$•C?R'P ;' _,_:;,�� ,:�. ;,; .... ,: `. (I"or less) 8d �l„p� __ L _ ralZen 37. ALL POSTS r(}fEAV CONTI1rlU0U G SUPPORT.7O P013 - ;y1141 AT4Q �J`� 6.o.e.edge E S END. tt;A '. C?Ca1�aeRI~FEri tI ttit:. .' -- �° -E-- - :38. GI,A�uY►3-SAFIrT�€'INST�4I,GF ;AT ALA: ANDjkGS$Ql(`fL'JM.CII?.$3' a I�F2s"Q'3 F tEIL IAc�43 01GI At1wT=t' l2 o.e.field' 1fi- �l t •1 �' y Interior walls and.partitions 111180 _ - ttEEt',REQUMjil 7'$OF&$CTIOIti R'30R NYS`,COIIE At S0"'BA7 Fik2r ItA2; DbUS Iv `A S- AG - (a 4 'Ir�I�I �;; � ��:�, As Co. Floors and plastered ceilings L/360 WiTH R309 NYSCOi]E : All other structural members L/?40 ern �eTt�i---- Table 3.6A Ridge Tension Strap Conned:tlon Requirements for Wlnd--Exposure!T Table 3.415 Uplift Strap Connection Requirements-Exposure B I M-BOR E DE BRIS PROTECTION FASTENING i Exterior Walls with plaster Or stucco H/360 (Prescriptive Altemative to Table 3.6) (Roof-to-Wally Wail-to-Wall, and Wali-to. ,� finish (Pres(riptive Altemaiive to Table 3.4) SCHEDULE FOR WOOD. STRUCTURAL PANELS Exterior walls-wiled loads'with L1Z40 f_ „eRdLoedaa,'m4aonu ltmfAmanbtyDL-to pat -- --� brittle finishes Twxsecamcn.tw uispxd(o>ib) gs 90 100 no 1zo t3o wo tso 1kadLoadAaaumptlotn:RoollCeiliogAsseml;lyDL=15pef FASTENER SPACING @ ALL PANEL EDGES 11m0ita RoofSpao NnmberotUComm=NeilnmiodBme Nadiaeacbemdof 1.1t4•Sva�asuu Cxterior walls-wind loads"with L/120 1 1 2 2 2 3 3 4 �rarce second eea m t�wmd es 90 l00 110 . lzo. 130 140 ]so 4 FOOT 6 FOOT R'flcxlbll; I1r11SheS 16 1 2 2 2 3 4 4 5 t�+' T, 20 2 2 2 3 4 4 5 6 Roof span Number of 8d Common Nails ar lod Box Nails FASTENER PANELSPAN <PANEL SPAN <.PANEL SPAN NOTE::L=span length,H=span height Fraauag spacmg(m> gage. 3:12 24 2 2 3 3 a 5 6 7 (R) III Ea::h End of 1-!/a"z 20 Straps 12 1 1 1 2 2 2 3 3 TYPE <'4 FOOT <6 FOOT'. <8�QOT a_The tvididl luau shall be pL•rlllitir d u�tat:taken Ss U.'1 tidI1CS tide Comoont nt a,1d 3 3 , s 6i e s - Cladding heads for the pu+rptasc of the determining deflection limits herein. 36 z 3 a s 6 9 16 1 1 1 2 2 3 3 3 12 1 1 1 2 2 2 3 3 20 1 1 2 2 2 3 3 t6 I 1 2 2 2 3 3 a 12 24 1 1 2 2 3 3 4 q a 4't/� #.16' '16"�' 12" .. C . 20 1 1 2 2 3 4 4 5 - �1:rr_a"� • 4:12 2a z 2 1 3 3 a s 6 28 1 1 2 2 3 4 4 5 .vuu�creWs 28 2 2 3 3 4 5 6 7 32 1 1 2 a- 3 32 2 S 3 ♦ 4 S 6 7 - 36 1 2 2 3 a 4 5 6 „- ., ., ' 36 z 2 3 a s 6 s _.. /z #� 16,.. "") 16' •12 . TABLE L I33�I .b IZ 1 •! 1 t 2 2 2 3 q W8114 ScrG•'ws :.. I .. i~a3;Pvlt�;tJfVi ROOF LIVE LADS;t I DlINDS�FO E PER SQtFA� 15 1 1 1 2 2 2 3 s 16 1 1 2 2 j 3 q Ia '" 20 1 1 2 2 2 3 3 4 I a.'• "1 - i 2 ' 2 3 FOOT it3E H®117`AL PRCI,d1E+L"?"{QI+i s:tz 24 1 z x z 3 3 4 s z � 6 23 1 2 1 3 3 a s s 16 2a 1 - : 3 3 1 ; s. COp�j 1:4C/1i: 1 > 1LLsl'l`IG'I3EPAR.TfV11~N FOR DETERMINATION OF WIND BORNE TRtB99TAI�f I,CIAfID •• 32 1 _ z 3 a a s 6 28 I 2 3 f 3 d 1 5 v i 6 ¢ ,• ' AREAL�Ie.r.�y'MQpti1,,,�.,aa�.►.Sti6i 36 2 2 3 3 4 S y ? 32 1 S 2 2 3 i 4 t! .5 ( i y '. . FIX A �vY{'�9�r*t4L 12 I 1 { 1 2 2 1 2 ! i i E13l�IS .Y1tJ`�1S '. .. 36 2 1 2 i 3 4 4 ¢ 1 f g 16" 1 1 1 2 2 2 3 3 ..".. 12 1 1 2 ...-L..?.._�,.�..;...i.d.:;_..._- . 4 .-'� �{ 20 1 1 2 2 2 3 3 4 !i - Al ' Wcod str-ctural panels to be'V2"plywood minimum. @ to ''��to Ovir 6:12 24 1 1 2 2 3 3 4 4 - 16 1 II 1 2 .; 3__ 4 4. •, •. ' ROOF SLOPE _ _ p0 ;6tao 00 1 2 2 2 3 4 4 5 20 1 1 2 2 4 a s R a i3 Nails shall he lod commotfor 12d box nails Flat tar rise 1: s than irlcllta per foot 32 2 2 2 3 3 4 s 5 191 24 1 2 1 4 5 6 {., . tt 36 2 2 2 3 4 4 5 6 t ^ If .[�:. �'NherCSC!'eWS ate attached t0 masonry Or 111aSOCIJ'ylStliCCO,they shall l}BBtiaoiled utilizing 0:3) . 0 16 }2 tz , , , , 2 2 2 2 2 3 4 6 br tazlt anchors having a minimum ultimate withdrawal capacity of 490 you ids. 2R •w«-.�...,..:._....+_..........at..• 16 1 I 1 2 2 1 2 3 12 i 2 3 4 5 q 6 7 8 - - -- --- - - -- --- -- ---- --- - - - - - - - ---- -- atao�t-re�sis p ix' ' 8 P y'i A +� ��,��.,l.�, - - ._ ..:. . . -.... .. _. -. i n -St7-� re-dr=;Tte.d:-for--t _. t 1H(•-7 itwhes per foot(11)to R,DJ' 20 I 1 2 2 2 3 3 3 36 2 2 3 1 � z a �� � - - - 1, {.�� cam_ * l�! '12. 7:1Z-12:1z 2a 1 1 1 z 2 1 3 a •-�.----..- (__ .,__.,_,.., ;.., - --GZpnea7- harelwa.re. hdusj'_b t7,^e.serf{ n..sife.�.r3d_�3}�etird- tltcrf) I iglillCS' et fit1;la 28 1 2 z 2 3 3 4 a 12 1 z 2 ! 3 I d `T"4 s = ��h `e,� .:-;�. ._. .-..: .• -. _ 32 2 2 2 3 3 4 4 5 16 1 2 2 # 3 e 4 5 ! 6 p .d) tp, Pa .�.` }�'-+�1•�� e+► -.f-• ...s•./� :�r A 1 C@J►t1 t ine 12 ttlClalY t114r i t.r(1:1):Yttri 36 2 2 2 3 3 6 S 6 g 20 2 2 3 s 3 $ 6 I 7 (�✓ 3 • v4> ` i .fir 11 t ! i f.� ,�lJ l 12 12 Tabulmadmtm=b=teGavemoireAWNbepmnttWtobemlUpWby0.70f-8emingnotbo"within8foetor t� P 24 24 2 3 � �; 5 0 7 A. 't-1 •�° _,���„ "-"''`'.'•'"'""•"'"`.`":'-""""'' -+••• R T"med ridge comocdon lab&eenma abdWmg loeamd m Bxposm& 28 2 2 3 ! 4 } S 7 8 h� ••4 r APPROVED B Y: 1'ql'fit; I iatdHil'fPiif' tl1# ''t t`,1 - ! y i - ,'` i , •; ,( ALE. DRAWN!3Y _ qni 4�1bf1 Ik :5�1d3.rL'(t3i11 {I.r1d f`7 rt,l� S'�. s Tabdeted cemnoetion tegoitemeats ustdon mtr7 upllR mime 0.6 atthn motaa,embly dad tau!(O.Gx t0pet). I ow-h}av Rho Q.(All 11 0m, t Tabubaad aanmrimn tegohemm-am tmeM onal2I��a ride Strap aperiog$rdd-stasWBe�papaein&aatlfrPiY du 32 2 2 S i s 66 � I 1 9 Y s«..�_. - _ tabulated yawn by dv,geprcrpai,m mxddPli-batuw; 36 2 3 4 -l.^....y.;,�..3 .....��.__ 1 / "."-•' Ridpa Co==ti=Spring(iv.) 12 t6 141 ?A 4g l Prescriptive Limits ate based on es.'.tmtitlons in Table 3A. �- / ,�•o, REVISED _ bSulnipti-. 1.00 133 1.60 200 4.00 - Tabulated uliill connection rquionnests assuma a buila.9 lorelted in Exr,:smc Ft. �'�. � r,7 04.�r•��j.� e Wt"wa mbutated numb-of nmfs ma,urcd m mb gad of rim"u egad m 7 Rod the Samlag it anarheai in 6tmdznce with s ?. F T4ble 3.1,do rid g , Tabulnteti u rift conntxtios tt rnb lustttne a roaf a1,d crilirg asset'nb! dead!oad 0 t 9 sf(9.v`U x iS sf=9 .1, �""' t'e'��3 ridge atop Seri addWond rat7ia u to x^ubed. E 9ni "• y P P P `a 4 ice. : Wbenewll-Cm ie n,ed in Gen ofatid s ;." S� (""•`�'•'4 n'�.�'•"3 ° e••- a Be ttnp,tba mmLarlSlOd co®m miie,ngnimd is each end otihe w9ar tk near aR eei:ing aaveubly is not Present or 1f L'r_ceiling ssaa 161y 1s ua cnn:tecte.:]to tLe roof assunbly,ibe tab:llat-d nwnt^ of nail, bell : `V. "'"'°�' 4 .' i.•%. {,. , . J , ea:-ri the totroWafmmberorademnm000aWlaRstceitar,r,edge-tub-otl2d box aagaineaeh cod aethecoemtl.. beinereattdbylns'slet each tedof the sk'sp. � ,.c;., t:+,�t.�`•1i''n i.l*•'W 1� 1't�.J i.J t med not tRaOW th0 falAl4md mac of 10d box md0 to a a:txl etcap. 6. .__..._...._-..-....._....,..«,._.,..,....-.,.._........-.... NrmitoumASTMA653Gtade33steetauxa. y t DRAWING NUMBER t 1.1/4.20 pge ridgo etrep ehnll be of AStM A653 gmda 33 uexl of etpevekae .-� _ - ... . .r.r•..rroe�..arewwwswzoo+.w.a...au�.e.:.rwac.,o--,Ke.c•..."..: ts•..rwcw.rz.,rr...rx.:...'�_ _ _ _ o Ito END 0 Use6vEwDTHERNAiLii0!I- UT0 0 //� Q INnRG:dTOPROIZD iTi° C1rfiER U E 1c, Ai0E M 5 14- 'aN LS PER ' ° ABU"4 SPr;CiN'sF�R NniLS 67�irlP(7osEACREN;i) ° I 30 0 tssu2s a �) 00 AC4 HTS CLPA.R c GPM RiJGE STRAP :.95 P1RAFfER`SfMFSO�iGS20� (•ITS O 2"MINIMUM ! 1 �F,d,�L41LS>:t?Z440,. K - t \ 8°MIN. ~�•� �I_At-CRAFTERS_.._. • , s LSSU.26/F3AFi�R_ :,,1 �� Fi n y f T l f�C 1�N ,` °I M D s�ZZ-110 Nnus�s� ''.�tr'tt♦ :t01od.NAICS_EAC 5=IOd:NAtt.S.JOiST HIP RAFTER coRi',�?, i�OL�-�JOVi(I t �- o .. ° ' 4 I -� II�C"'Sa H-CSO a o aco. op°p (bE9�irx1-1Q� Z 0�Fli3,4E.5.ONL�! 1 PEIi CORIJt:R HIP �Sl�icGhi.H'jaSO.. =Z4-.10r� or, '.` tdr�ILS1N�'.:tl Eno � O�NtUtS.EACFIEFiD I��E:LJa>"1 d1�T.CaRtIER.POSiS .1f'm7ussfirm& ?!I-90c1x`2-�12u a� `o "f� CS26 F(1RRAETERSh07AU,..RiKgWiTHSTU,r.S USE2Fi3FAST. ;�R M."'ZC QAT2..-. EL:.mh o ' ANCHOR COLT N11N. P Q.ST TQ P C.a t1;�ACT I�a� fw�5 tadXrvf.tAtLs F�cEi END°n:Act t=As�'�� u , � ► `�+,� I � ,� E �, � USE-zVF-W0J 4S;I1KAiLr 0i CS20 __ALSO;STRAPADJA.CF-%TSTUDSTO,FLKM WRAP.OYERTOF OF.PIATF 1I2 �k7' PEEP l YY/-t ..: STR,APP4.1��•,D I :-t�L. at 2 - FLOOR INAROWTO Pi'lOVIDETHE 'BLaGIvNy --SIMP�N AC4' wIEfi 24iUSE`�'10cE..ctr5 8�E1WILSFRCt.EKD `� S{MF50iiC$2© CODEREQUIREE>MINIMUtvi _ , ; r,,` MACSZ0MA ,P'c_1EftYSTIJD.or.,:: 2SII•(p50NhIS16 ., GENT-R-10-'Ehrk* OM1NuouS&�r{Ik1a 1PEr� P.OS'C._MI1�t:.�Q-1.6d lht.POST. .:1Ct-...1-�. I .SFr,M._ PAST �' .;5 c E'' t:- ✓: z{� :.ZMTst6.E+�ESXSa�P� SPAGIi�C�M R MAILS CoNVECTOt{STRAP • I � �1ttPSs?.N.:6Bt1�n ' �i.D u. fi PQSTr_MIN 12-Ibd. r1�.Lls ..CQRN .R S 'RAPPING- .� 2bi°FLOOR � � ��� cactN�st�.J�c�,lu�tr�'n' .. .�1►'�;.�::t�.s4C •� •' .M1.EE13 C06N"r.S1�Yi*.1s�.iS:.:. % S STUDS w/BLOCK►* H7� ZidD �L. J�t�h EQUAL NU,43E O �I, ���. i r 2RaG 16d C'10°OG f defth<1/�d d SPECIREDKAILS .�i ' ..ls1UDS II dole edge iN EACH� <` ° 2I�YS-16d�Q"00 `� f I distance>S/$" I R1 I f Of ret-1/3 e, �` o " .0 I spar:ion{/ 0 uier•thlr4 or �' ' ��LJ. tloledJameier - P• 0. <vsd Span only $'tua SiOg�e S-tfxr <3/5a dtcr II tk( w 0 Double SLua c SIHPSOfaCOUG wTl�„ I HD" -1 LI i U ��:1 t plate. @70ff SHZA...WALLS A Hole edze _ s �'T KS (,1 B-LOW d'.stznce>S/8" n-" ;t ^ f r n D IrTA I� 't ,rr.. _ .•. i . 9�L ALL S I R, ,P. N3 a /�li,Ma o f i dep#h,Max. �31r1P�Sirtl=. 2S a i �_S3rAP/-STOP 'u a 1�/3joist Z" Min. oepi-h., ax. 1 3 ois+. f 1 \ q S T UD � 'i-��I N C� & 3 R L �.LI M�TS _-. d p*Max. l� joist _ LC ° 4 r WOOD scrl-l s !�F '`� '� 'l t! B f -�'� I, Nl a ( PILLALLHot:S) 5�.•�I . 5 -,i��I�c JOIST � ;�ii�F f �R a���' 7Y ` co,i T -TIT ��r���C �{/ �t }� fi ��_�� 1� NOTCHING- & BORING LIM1 1TS �{ _S2il4.hi liit',LL E�GLD INS (I'll.l�.Ll�`isr-S^ lLfi.i�� ALT;:i<'•4,L''i a SHEARt'1-i'Af `40L'D-t)OWt$ I f� �- -'i��-�•�ee'�r��►_.O SIMP� tt�. .: �- INsuLn'iioN 7`SIMnOill'STT?'y! �LL�f:.I..,�rQllitit:.ii'.'!�,t�tKht.:..`.(7.C� .�.$Gi 1�SI�t7�G.,.(}:i� ► r + PLeBNA �ile3'11 It `DO N =1?i�'J c9d CJ� z 3 NUT r •IYP 51+ 1 EDCs BOL-F �T-E�-tK-S1D�'4!=.1, =5faF~:li�tG CONSis'�ihGOF: wwNXIv011S,D0015?oR Ah";COt�io1NAmoH(wiT^i-:6"OPEA Cs'� - ) - ANCt{Qf�$OZ'�; o O o It �;LSGE TOP I�. 12 0"O.C. li �T�Ai�:rt�D�oF•(r.V7T'�aN.PLAxs)sriEaRwAL:.v IFTHE'f i1�'cRS�..C�1,t�Y..1*2C�Et�t03.Y'/Af.L �� ��K S^Uc�s II fQi QNr ON :.AC'r-'.:SiD�OF„SLitiv ..OBMUL'i1PL -GA1iAGc aP.:*; tt�tGS_...._.._...._.. PULL EIG' I WALL MD Sp,:,�.1{,1(� SP I Ke S-WDS JACK SMS o e o I 1 ca►ac. 2-1 G D 60 t�=O.C. ' I . FOUNDA-MONJ _ S15S.r?LQOs�.�(�1T.U:5Z GIKPSON HDUQ -FULL REG. ' 8` I I . .0 VTS 7 l�..L I'i .I-l• /.�,J_ 2LSTA,O 'l� ISHT STUDS"REQ.D. ' ' PAta(rT) �,"EA':.EHD OF HEaiDEr SITE DETniL PO�, 2 i '`tiUyTIEDo'r1MS f r n - f � X 1 f,-i E i S: 7 - • B - /�PI�D-a�^L;iw �..C;� L:J '� & r�Lt.I��;IL i��S.T� 4 =r c�ti�. F` C S SIRAFFi'N a 1'Or SLAB. --� i`1S �' • SPAC NG ' U 3 SEE �iED i-oR I I U 8 3 1>'� tE1lEL roc . i " a I n P , •� BPI-2z l2 x /2 �ER�' r .�!S-I ., i7 � f•� Ia 3/�."ivON St•UiiNK I fr v:.��•'- •' B A = {2 5 GROUT �Q1..M'uA9ALLELTO FASTENERS,-: ONE.HD`r.AMSEE R 2/z.FR0V,.:t0,.E-DI E 4F PECKJOIA •• 1�4 G 03/4°OA.B. CC I 16 6 gf' -� -LACKINC§C-4L40 L1Ql$iS. eE3t'-=,' D[C4LAft:'fO.FASTet�F S:,i�iCiEA� -R43]N'iEiAND.oziE�B"tb�OLieP05f&�t�P4 LTSTA 21 G�PER STUD , -I. _3"CLiY: 7RiF'i E SR;DS M►N. 8�F[H E .SAS X 3 Z�SC.1iE S?16".o G` ENaT G T31M{PLYW. l� OOD OKr NO SiDiNG IN L -H_c%=�.D !'4i �.0 PPQRT._. �,EQ: I c �.,✓ __._. e HOLD i�OWNS Uot�IS:FAt u t~t;�:o:L EAGI"R c't i:n OP - t �--- 3'X3r�'�BEAR{I�c�fL. 2"x�°cor�ITIN�O►�s �[�( P � . COL:.FQ T G... � ' WAsyP QEF•.AB JJ'01Z PF.RL"ENL3I.Cii1:A1S'IOIF.L FT3: N1?s:ta.. :c::ra�r�Izoii L..rraui�T 014�otsrs. ip v �.. Jo L ATERAL 5 RAC F. 6 DRILLED HOLES-— (2) 2"X <v"UP TO 7L 0" ����"' ( �aE�:ar.CiEAhI AT,POSTS,E[C:..2/2"MIN.FRGM.TO.t?SAGE?QGEtT:I QFMEMBEfi.MAXIMV.M. (3) 21x lo`'6REATEi� /'0 STUOS / ' �-Ho PLD L:.hS 8tM-JOl:S1rS ufi:.1:FDGEA:: /z"ptlN:i=(iOM:'fOP.I :RQ,7,0H::F.D�E:.: FULL LEN6TH 51�.'pw�s d0"TS JA�iC STUDS T (2�-1 o d IJ n i LS i �':fl.[1iSTS t?EREENDICLIG;R TO FAS i i:�i�RS:S/8°4�.THCiFADEl7 RODS l0'.O.C.HOCi.SECUR1�tC-. u5:. aft I � � / Z�RcEE3AYS MiH:."/.NU158rY'IAsNEEiS.�C1'F13CH'.ZX OR 1.J415'NEMBER t�i�:PROVIDE PL`f`rr00P. 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N Ln iT b I N-1 _G S 6 _ - E - -- r, F i i \ - - - 6 J!L[1!.!G DEPT ► - — TODU!v GF SC .H�!.D 1 O ZM GL S"TA°�' OLSMOYE_PE�C� _ S _ Cud -- - COMB. SM.-0 E/ ,5_- E r E C �.O� ?' a1 y �CALE: �p S 1`� APPROVED BY: DRAWN BY PATE: REVISED Y-- DRAWING NUMBER PRINTED ON NO.10001 CLEARPRINT a At)3AC.Ejlj f�I p C,E� c x a l 2x 2 R IDGE 13D. P-4 Ti F-S c 4l o r, 2 6 Co @ I( b. C. w/ T�-38 INSUL.. jZr! �I, ac, FUSS? OuT Fovi R-38 ll•;SUL. 'V �! 2X�a Ili 1 t ✓ '�Wit: 1` P �°GYP SDI �'_......._...-- .�4s �iy� •v 1 U �17J1 "ti f}ii f.< if. f ,. V � odc- 2 X 6 C wd O - - al 15� FELL° t .OZ, P'LX y 0. 0.t' . CIA. �i�T s i ~^'tip 2xAUM3trC. CW/rr3i� . - 6 rC ! QKr INS. SISTETi T6 Fzx15�". 2-6 ' to copes' v Pew Q ` �' �_► _ Ex 1 S7. FJ 6 - - y j � _ ---1 .IF I Nflo'c' �jj _RT_TqiW_ QQt3) 2 x8 G1FVT_ , Lr U CO -X - j 6, ,° .. _l J_ Ilk, oll j�l ! Oro �,�'11 i 32� c,.w 113 5 t y u i 1411 I O tf w c '� -�"c : !/�11 Y(f �re APPROVED BY: SCALE' ! DRAWN BY `H :+ h " PATE: L.1��;C REVISED _„ - _ DRAWING NUMBER 18 X 24 PRINTED ON NO.1000N CLEARPRINT• FX I�T CYO Ykm zy -' - - -- �-�--- �-�--�--=---- - ' It�iCHl-TF.C-TUR it —N GABL VF-IA'T METAL FLAS44i�\I& WF ALUM. GU-77EIRS BD- (,l METAL fu 00 0'11 77 r 1_ — . MRCHITF-�URAL SHINraU cis g CHIMNEY P a 1 LU s. Gl;ii LEA F-TF- S 1-7 7 I Iv s� b . t APPROVED BY: SCALE: � = 0i' DRAWN BY 21 22 - - - -- - -- BATE' _ REVISED • OF 1 _ _ - U `� € , ARCH a — — �`�} DRAWING NUMBER •. 18 X Z4 PRINTED ON NO.1000II CLEARPRINT• _ 1 € r1A15z17 Cry m wzy A4�G+I i7EC-T Ti � , '1.3 IN' ' S 1 Ab'R\ CSABLE N1 E:N-T ' 2,x iC RAKE Bb•' 12 Ltd ; i R •b f.. R Ln _ N Ulf Jl ILI-=a wz- __- ��CH1T4-C i U RAL SViM&L - IJAI Y r - c - w d : iE , -"XT 1 Au F{1 f' _ SCALE' y It` Lot/ APPROVED BY: DRAWN BY - f�J 7 i_i_L, _.-- t-6` lam` Li '' r -•,+'�•''�' �: DATE: � � �,J ---A REVISED TE OF —. — DRAWING NUMBEVy 18 X 24 PRINTED ON NO.1000H CLEARPRINT• I . . I . . I . � . . "D z '+L T 'E -- _ ... .. _:. . ...._ . ... .-- .' . DRAWI3t 'S DESIGNED 1N COMFORMANCE WITH: . ; NAILING SC EOUI IE ' . .. . STATE�. 5� .AL. I�': - . ' -From,Wood Frain 'Construction Manual.for one and twa family hawses ° Livt:Loads: WYC1V�,WOU,p.F[tANZ CONSTRUC-110 N.:CNAMAL PO t: . ANALY �0'.psf rooms other'tl1a . Iee�it}g eAt?I11S ., . . . . :�' Joint Descriptlu Number ofNa.1j ?Fail Sp�cin ---< GENERAL'NOTES• - . 3D psf sleepin rooms' '• : , . . . '. . . g ;- � U 1 lit"- . 1 . : . RO G- OFF 10 psf attic :w1o,'s-tQrge 1. AI L rOOTnvGs sI;ALL aEA�Ii pN U1�plsrt�€a>1a vIRGiN:scu °HAIic1I4tr $F. .C, �T . aao. ;s. .: - 14 r . 20: sf •attics::vd si6ra a 2. ALL FOUNDATION WALLS AND VERTICAL CGNCRM EXPOSI I).Tt)'*Y ANC Ag . Rafter to Top Plate(Toe-nailed) 3- 8d per rafter . g'' SHALL BE M1NIMtlM 3,OU0 PSI FLAW CONCRETE,AIR EN F8r1TIVED:TIV F o1VDiTtt S Ceiling Joist to Top PiatG(Toe-a�filed 3- 8d r '"' r1.9`P' P All t3tll I..live loads in accox. .: . 1 wJ ) per after 3. ALL PORCHES,CARPORT SLABS,.STEPS EXPOSED•T'0 THE' 47T€ER'ANP G ,FL 01,'.AI3S� :1�34001ilq- Ceiling Joist to Paialiel Rafter(Faca-n4iled) 5-16d each la . , Table I3414 N..Y.S. teside>a�tial;C"odt: AIR ENTRAINED CONCRETE .. . F -' - Ceiling Joist Laps Over Partitions(Face-nailed) 5-16d each lap` -µ�' - � I � o' Dead:Loads: ' '.. : •i. - AL>!.FOOTINGS SHALL BE POURED AT A MINI. DEPTH OF'3'Bi:Lo�u VISA DI:RI~ n>�,Oi Ess of is co1r1<Irrs:, , ,� , . . ' • . ' . 5. DAMP PROOF ALL CONCRETH WALLS ENCLQSINQ HABITABLE OR USA LE SPACE:.,: . :. .,,, ,,, .Col . Tie'tO Rafter (Face-nailed) 3.1 od per tie.- � �5 3 �, l Opsf• .#]oorS,Woofs. nd walls s. ON`NE6iV CO1V8TRl'ICTION ovU EXISTING;VEt2I4I . l F;1(1 1t'xF0URz.13 4N f fi'SP.RE#1[!`F0!- - '.. ,;:4 • Blocking to Rati,r•tToe-nailed) 2- 8d each end • - �- •�� 0. Ground Snow load: . 2. Ai-L STEPPED FGOTINGS SHALL HAVE PLAT TDPS Al`ID,OO T'I01►dS I.EYEL:AND:TRUE TO INSUR..MAXIt+tETTv11 EAR13+1Cr Rlm'Board to I r( nd piled): 2.16d .' each end. , • 'pS f - !WD SHALL BE STEFi'PF»D•A3',A 12 SLOPI: i; 64It)I1 M1IiN RIAfIidE�•'fHfi.'iFJICIQ�IF.SS;AS NOT D:QN• G 3>iEAWiN�iS; 40 4 1. -AT ALL POINTS. 1. WALL FRt1NII1�lG is Wind Speed. �Cc '�lect - 3o.•ro �}: 'Y $`'31. ��j ' 8. SILL PLATESSH4LBEANCHOR>rDTOIi .FOUNDA7lQNWTIHA ICHORBO .p'• [l fl il' 1 :< • r SPACEI}AS FOLLOWS: S IM#3I3DDE AhIIN OF "AN .,p`mPh,'Exposure B Eilclas1W. - :: ." 1�p Plate to To Plate ace-nailed 6d i 1 I o . . WITHIN 12,.aFTHEl. ID.OF EACH PLATE 5E.TION' 12 ). 2-1 pe;'foot 4 1 i . . lift: 5��• Top Plates 4t:IntersectiosS Face-nailed} . . 4-1$d . of F, AK1JORBiC.T51,23' ©.C.MAX,'8k2 Slkp i R t' CC)<f:$9:I AI t. tv: , j, nts-each side 3 'b VI/ ta>•. ::..;•: .,,t . . S. ,r.•;,.4.r ;••�.,.L.. tud't(f.swi(Face-nailed) ..-16d O.C.24" `Z. . Per.pie�trrip►1livt::desiga, able3:,I0•(Wo�ikR;aji fir:` sx s�to X.s.x �. lvmtnauM fit= �N� F, Deader to Header : 16d l 6'?o.c.aloe ed es GL•' �: ' NOTE:.SEE SIiEARWALL SCHiDUI;E POR ADDITIONAL ANCHOR BOLTS •. g g 0 -Cztlistrutcticm:1+la ltilal for one-�»d:��TO,P iny:H�1Ts�5} 9. 7Ii)r CONTRACTOR SHAI:i;COORDINATE 1s►ND PLA E ALf:'SL "S: •REP FOR PLtIMBIN ELECTRICAL:O • ' " . ¢ 3 3 . � C. F.EVE REQtJI R!ti`(Y. 12 5 3 . ! $eisp'lic Dt si Eat . , . • ' OTHER TRADE PERFOItM[NG WORK THAT REQUIRFS.PASSING TI R914GH ANY FOUNT3igTIOAF.VI(ALI,S',j To or Bottom Flste to Stud(End-nailed) ' 2-1 bd, per 2x4 stud 3 3 'gd. g61 -.. lt). ALL'FOUNDATION.Pt;ATES.SHALL BE PRESSURE TREAT?: 3-'16d per 2x6 stud !� S ' ' 3 3 =�' •. .: . ::.,:. `.:..•.;; 1�. ALL FQUNDATION SILL PLATES SHALL REST'QN ALUM,RiUM TERMITE SHIELD AND SILL PLATF,MSUJ-ATION. 416d per 2x8 stud !(F . . 111 ° Weathering.: , . i_ ALL.WOOD TO BE HEM FIR NO 2 OR BJrTtER WITH:Fb 850'PSI ANO MODULUS 0F'ELASTICTT L'(>1 aF I,300,t)00. ;:.' dye 13. ALL.SHEATHIIVG AND SUBFl.00RII�G SMALL BE SI?fCIE CiROUF ONE;EaiTItOR GRADE,; I1CKI+ISS,A5 YIdDiCA�IED...: Bottom Plate to Floor Joist,Band Joist,End Joist 2 i t t t ° , .•Frost. h1e: p I ; . • . . • .. , . 14. JOISTSIRA fTERS SHALL BE DOUBLED.'AT:AiM'QPEMG$,,ENR RUN$,PJ:, -LEL•PARM.IONS AM B I TiJ1,S:.. or.Blacking-(FAc4:nailed) ' ' • • . . ;4 tiu :• er foot' • I r_caF 4 2 2 2 . t I.5- PROVIDE FULL DEPTH 2X BLOCKING 4-0 O;G Itli TI3Ir FIRST TWO FAANII11IGr SpAC 'BETWEEN FI:f)AR JOISTS:4'T EACH p• I 2 2 ; � �a END OF THE FLOOR SYSTEM'IN L ' . I1.EI, 3 S.• C UDING"ATTIGFLOORS: . FLOORFRAAWG '�JD''t';E .3 4 3 $. S !:• . 'eri1litfrl' . . :tI. 16: CRASS BII WING OR SOLID BLOCKING SHALL BE INSTALL®AT'AI:L'JOI51`&8',-0='U C.•b4A iIMU1f AND SpT,ID. ' �� .. • . . • BLOCKING/FIRW0PPING AT BEARING•PARTITIONS. " I© 5 . .MQ ii ;xt; c11 17;' •Ai,1:.�.HORIZONTAI FRAMAM�'ir BEARING:Oi�T:BEA Q 'Gd HERS CkR•PLATFS OF BEARING PART ITiOIVS HAIL 13E't;ApPEI Jo t P atc�r,Cx 3 3 , . .. 4„ ,s, S Joist o Sill,'Ttip.Piate or'Girder(Toe�nailed) . 4- .8d per joist ftt: I2 G a �. : 'Dees . . .Mel tit(SEE BiOCI{Ir1G)voTE) : 4 3 ' I s. 'Al,L FLUSH WG SHALL B .CONNEC? Wl A T sT CO . .N' IN- ..aging t. Join#(Toe-nailed) d each end F !M E En TfkMANUF .0 UttED Elv1 NNEC I70�1S,SIZ ANI3 All ED 2`8 14 7 rr A- Sligll>~tO iilCQ( : . ORDF1t TO SUPPORT;TIiE REACTIVE LOAD.OF P R :, $Lacking to Joist(Toe-nailed). 2 8d each end. _ 1rc' 8' ,. r 1. THEA¢EMBEA SUP 0 TED Blocking to Sill'. Top.Plate(toe:nailed).. 3-16d � . each block } Te>m BSI, :_�: ; 19. BLOCKING SHALL E PROVIDED IN THE FRAI+tII�t¢TO SUPI'OAT:LEADS[tS AI�iD GUI TEP FASCX ENDS,GYSUM . .,. . - WALLBOARD'EDGES O Ledger Strip tp Beam(Face nailed}• 3-16d each`oist Q. ANj i c RNERS,ron,>rr ACCESSQRIF.S,cAt3lrrI s;cAs1NGs;trxc::' J i t' t ' t :�: 1a.4Stui"13. ;.-'. .. . , 20. INSTALL S Joist:on Led er to Beam Toe-nailed- 3- Sd r' t `Z• 2 2 2-' 1 , ... 1. FIRE TOPP1I+iCt'Af'ALL REQUIRELT LO`CATION'S'£O:COUPLY WITH GOVERNYNG`SiJII.D(JO eODS`:. . , $ ( ) . Pe �o1s -I�noP, r $U ]?]o ;'"• ..., ' 21- PROVIDE�FIRERATED ASSEMBLIES AS CALLE-D,FORCiN:DR�i dtNG$. I3and.loist'to Joist(End-nailed}' 3-16d pet joist , Gott:G 6 3 2 ?• '� ° ,� 22. ALL:ROOF EVES;..I�AFTER SPACE A$OVE*SULAT'ION ANULJNIiEATE 7 ATTIC.SPt10ESSI3ALL'BVISITEA'AS.. '. Band;Jaist th Sill of Top Plate.(Toe-sailed) . 2-16d er foot' ¢. C - • 3 Ice Shield Ulsidt ..ylae P � 3`. INDICATED. :: ;O s} 1. • : P...'I .t.r•'.">�O.diaeci,'i t i yS�te :FTOp-, ,4ve'S" go 23. ALL STEEL SHAi L BE TYPE'A942 WITH A UNIT STRESS.OF Fy.-.501;si.. . ROOF SI AT> t+� - - --- TQ IlliI1.' '?:!}SIi l> dIIt i �.�r. tor.v>alls... 24., ALL.IIVTERIORAIiIAS SUBJECTTO-MOIST:T".E.Ai�iD:HiGi HUM1Dl1 Y SHAi;I:fiE.f111�1ISHF.D�IIITH'Wr1Tt IZRESISTALd ' . : '•�2 _ ....y1 ;-t? -._ 4- 4' .gir... GYPSUMBOARD: •'- :' 14 - � ?� F t? 1 4- - Struchiral F els. __ ._% 5 -_ 5 1 4dla8r : 25.• I.ICENCERGONTttaC7GR$II�t ACCORDA1vCE WITH APPI ICABLE CODES ANI?REGCR:ATIUNS.GilE1tNING SHA1,L :8d 6 o.c.eclga: i 12"a.c.field �' S. co `� As pe> Iocd�jtirisd�ctiali. PF.RFt71tM ALL PLUINBING,IiVAC,AND•ELECTRICAL W0ltK; `>:: `' : gd 4"oat.at Gable Rakes, 2 . Z . , ! i 1 : • 26. ALL•STORM Vl�ATER AND.SEWAGE DISPOSAL SYSTEMS S•F:ALL-BE DESIGNED AND INSTALLEaz yER(30uERNING'..',.. . CODES AND'HEALTH DEPT;REGULATIONS:. • •` - *.`-­.,-.-1,-,.---.. - 4 � • 2 Z !' 2 CkK"NG SPiIZAT1MG FQ_1 _. z_ 4 3 �` Woad Frame.Cal�stiuction�vlannal for Qlte'and Two FalTlily.�Ialises , 2�. ALL'NEW UTILITIES INDICATE" SIIAI:I:Si,D7=SIGIUED;ITVSrAI.LEII;AND TERI§IINATED BY LOMUTILff-y-CO1tiIPAN S .,�It-Ct _ 2 2- ASPER I1 I'II.iTY CQ:REEaiA,ATitjNr,..' - - --- - . .r• J'I 'f'Y!D 28: ALL3�tEW COI+JSTRUCTION SAALI.MEET TFlb R;Q?URXXWFS OF LQCAAL:AkM SPA EN.MY QN, ERYAT1AN!C90 G Wallboard 'd ,00 ere 7?'Q.c ed � ��� 8 � � 3 2 , ,• ' . Y# urn. l g Lc 1.a �.�. ' a. 4• 3' REFER TO ENERGY CALCULATIONS ATTACHED:0 n14SE'lbR WINGS:.`.. •. .....:. ,,:. :: ..::: _;: '. :°:. t; :. 10"o.c.f old '. �Arz>,1�i _ 29. AI:L.BEAMSIN.CEILIIdG1IOBECONCEALEp.UN`E r 1V4TED'CkTaRWISE. � 'F'et. .,JF. --`IQ. - I• 5.' 1 4� . 310.• ALLROOF_FAl STOHAVE.PREFABRICATED'1Vi-TAIi'HE1IdGERS,AT ;IftwCAi-Ec"W' .: :- - - VtrAiri.SI3EA VC l4 -7 4: 31.. ANY"DF.SCREPANCIEB 51 AI ir;BE.REPORTED"TO 173E A lT1'PECTI�4O. T'RQCE -, ` ,;..:-:: , :�: '. °. '.. . 32. LAP TQP PLATES OVER WAI:L'QPENIr1GS AS F4LLt)W$: -'tTP'TO;6.'OPENINGS LAP ':,:.&f.T-. 12'CP.irNNING'SLAF�4•"• Structural.Panels .. 8d 6"o.c.edge . _._. 14' `3': 6a • � � ivIIIVIMUIvI `.:. 7At3t_E R301:7 ;. ..• : : • : ; ;. .:. 12"o.c.field Z :' . . 1 ;l.•. t ALLOWABLE DEFLECTION OF STRUCTURAL 11dE�13ERS 33. ALL ENTRY PLATFORMS TO BE;MfMMiTM 3'BEEP. PROVIDE-AT LEAN OP1E HANDR IL IFT101'QIt 96R`E X- - ;. GYPSum�jla!lboard Sd coolers 7"a.c.edge ' PROVIDE TWO RANDRAILS IF TI•ME OR NIM RISEitS, `'V. 3 1. %,. Z STRUCMRAL MEMBER. AL-LOVi"LE 34. HEADERS`- G'' _ • • ' ' . -3'=2-2'x. 8`,.' '3-4 =2=`2xlilT; a-•6 =Z-2.xIz,. :674-:;;'-1.�sx•9:-IM.E: . ic.•G, !� 3 o.c.field 3 �w ' DEFLECTIOA 35. INStALL'HARD WIRED SMOKE DETECTORS IN;A�.L-•HE16goo KdS'ADJACEi± -,.TO'SLL:FI';iN�3;9,.--,"BALL S T6POF - ,A?4&7 v0 . 8 (p q, Ratters having slopes greater than 3/12 L�l$4 : STAIRS AND,RASEMEENT.. ETRG:. ORS Ol+J B II.F,11..1 NI 'LEI�F-t..+)p_LQWES f�:EV.1 ** L-Et ?10:': ' Ek.: I::=:;': ri 00R SHEATWNG GLEA I(+ISTALI:CO D T Q , wikh no liuished ceiling attached to -A1 1S 3O BE It!ITERCON_NkTED QR'IF'AI.iA"'' BY'LOOAL CODE;SD] -ST-AT10i4.: i ' - e' - ' ' S ICiI,, ::,: •3k- AI-E KYL Ttt V$ QA>wAPPROi 'SAFE1^SF_± L SS.QR . - :'�. _,• --,; .;;�.- �;'Stnlctural Panels(I"or less) 8d 6"o.c.ed a L,q�r� _ 12 Cly_;_- i . :,: 1 . ZerS 37: 411 POSTS Ttl HXVE 1) - '.- °''' rat cIv�rnruo S Errc }.Su :.:• ��;n. g .i Interior GI,Auiru-S '' < ::: ':` 12"o;c.field' `}' �1! 7'' 7 _ _� t rior walls aild.partitions I U 18U .38 AFEE 7f iN&>At,CI~rp.AT AI.E>At A t 5;:>9 kFPt .t ST` sMam., ..,941<t 'A _ -i ' L1II lEN $OI:S £IYQNR3I181►FY :�:4s l l4 Y A �,S`WAIIC Sr R � �'. Ili i.. '!.. (1t Floors and plastered ceiiiri.s L/3GU - wRlt a348 ;. . , . ;.:�Y., . . a ... hiYB'E'oA>« 1. . All other structural members L/340 Exlcrior wails with planter or stucco fU3GA Table 3.SA- Rldge Ten3lon Strap Coana Alan Requirements for Wlnd'-Exp®aura it -Table 3.4ii uplift Strap Connection Requiremoats-Exposure B WM-low.�E�i S"��.aZ'E�.�a� ��5�N�G (PfescriPtive Alternative to Table 3 6) (Roof-to-h art,Wall-to-Wall,�d Mill-tv-Foundation) SCHEDULE FOR WOOD,STRUCTURALPANELS finish (Prescriptive Altemative to Table 3.4) ,,, .... -11 Exterior walls---Whid loadsa with j.J24Q n,.a1...dA. 0114�:eaar.+,.�yDL-10pat • • •. . .. . • ' ' . brittle finishes 1LsasamdovaWa�dsoamt.mb) as 90 tm n0 t20 uo tau Iso D� LeadAmmapt,a�:isaof/ec�g.�b►yD1.=15par AST i.ER:SPACI -G @ ALL PANEL EDGES aa.tllt� aAM Namtootodr,-N&4c.ladB.Nal.6.wrbadaf t•lk•Sa.p w _ . zz>R`stac'>'tw`°d as 90 100 110 120 130 140 Iso 4 FOOT 6 FOOT Exterior wails-wind loadsa with L/12t) 12 , , 2 2 2 � 3 a seed b : - •flexible finishes 16 ' 1 21 2 2 3 a 4 s - . . 20 2 2 2 3 4 4 $ 6 Roof Spa¢ Nuwbcr of8d Ceiw=Naila cc 10dBox Naas .-FASTElYER• .- •' PA1�EL$1'AIH F <.EAIY 'ilaSl'AIK ' <-IPANELWAN Frswing Spziva(ill) a •. NOTE:L=span Iragtti;l l=span ilsriKt2t 3'u 23 2 = ; 3 s a 6 s A) ;n��of 1-V4•z 20 pgc Strap'' . .TYPE - <:4.F()>3T <6)1 -,. , <$.. . a.The wind load steal)be permitted to W'lalcen as o.l timrs thi Component a.zd 32 2 3 3 a . ,' g , 12 1 1 1 ., 2 2 2 3 3 - Cladding tua&foc4ho purpose of the det+cr=k4n g deflection limits ba:rein. sa 2 3 a s a � 9 16 1 1 i 2 2 3 3 3 , u 1 I 1 2 2 2 3 3 20 1 1 2 2 2 3 3 4 ' ' . - 16 1 1 2 2 2 ' 3 3 4 '. Z'l�T.#.16' .16!?•.: I2" " 91• . 12 24 1 1 2 2 1 3 3 4 4 • d 1 2 2 2' 3 4 a S 28 1 1 2 2 3 4 a 5 :. woad ScrewS- . 4:1: 24 2 2 2 3 3 . 4 S 6 - 2a 2 2 a 3 4 a 6 7 32 1 1 2 3 3 4 S 5tl. G . 32 2 2 3 a 4 S 6 7 36 1 2 2 3 3 4 5 6 " $. ` 1 ??: i V'' 17+e 36 2 2 3 4 s 6 7 a 12 I 1 2 2 - 2 3 3 4'�- . TABLE R3®l.b R 1 I 1 t 2 2 2 3 WOQd SCt GIUs • . - MINIMUM ROOF LIVE LOADS W POUNDS=FO�4CE PER Stgtl* 16 20. 1 1 1 2 2 2 3 3 16 1 1 2 2 3 3 4 4 . FC�� �F f�fT�l„PQIE+.Er i`��1 sat 24 t 2 2 2 3 3 4 s ial 1 1 2 Z 3 4 4 $ ,. Tt3iBUTA i. 2a t 2 2 3 3 4 5 s 16 24 I. 2 3 3 4 q 6 :a. • . AREA lltit$ .1rE+ET i2 2 - 2 3 4 a : 6 2a t Z = 3 a s s 6 COP1 t�I,T LQ6AI',' '' LTrlNG DEPARTMENT-FUR DETEfiMINATiON OF WIND BORNE.: 36 2 2 3 3 4 $ 6 7 32 1 2 2 3 a 1. 5 5 ) 7 1PEH1� ItEG1QN$ I . tx 1 I 1 1 2 2 2 2 36 2 2 3 4 4 1 7 8 " 16 , 1 1 l 2 2 I 3 3 f' ' 20 1 1 2 2 3 3 a 12 i 1 2 2 3 , 3 i A. Wood Mtn carat panels to be.V2,plykvood mini uum. O.ta 2of m` ovdr' &12 • ROOF SLOPE 2a i 1 2 2 3 3 a' a 16 t 1 2 2 3 a a , , ' . , - ••---..r .- - 1 M�+1 ZB 1 2 2 2 3 1 4 S 20 1 2 2 3 4 4 S 6 : ' I�hit tar rise i.�ss than 4 ic>scltes per 1"iictt ,� 32 2 2 2 3 3 4 S , B Nails sha)lbe:1't)d t:olilnlari ar`l2d boz nails. 36 2 2 2 3 4 , , 6 192 2R i z 3 a s b .C,: .Wlrere`sere�rs::.are attached to masonry Or lira onryl5h:cco,they'shall be:attached ufilizin9 ('1;3} �A try 12 u i 1 i 1 1 2 2 28 2 2 3 3 a 3 ri vibra., 0-resistaint ant lor^aha ing a minimum'lilritnate withdrawal capacitor of490 polr�ds. •blue 4 'tt lies per.I1614(1i 3)to k�s ­ 14 , i I 1 i 2 2 2 3 32 2 2 s a .s 6 ' 7 a ; ,t ��{.� 1 2 3 3 3 36 2 2 3 4 S . 1 3 9�` "•#�+a�:.- ti1k1t1 itt4HRA' 1�1 i3; r.1212 u 2a i 1 2 x 2 3 3 a u 1 2 z `• i 3 5 Fri, ,rt , 32 ! 2 2 2 3 3 4 1 }� -r a' ` -'� s�.l � 32 2 3 2 3 3 4 a s 16 1 2 2 3 4 S S 6 , S - ( •titri: t•2 it>CIaL�per l+�ui.(1�1)Sirt1 �7 i real1:r 12 i2 T.twlaW uqua�. ambopcm,a.dmbamauWu.aby0aotor0.omgaumoadwjbaafcdasbdw4,4 - (�j ` �f . .. ]:��i2 6 20 2 2 3 j 4 S e 6 ,7 r"� . C ... V V��._+.-�f ��� :V A• f�1 1�- _ 3 I .1 5 5 7 8 �` L«w-- coast 24 24 2 Q i • `- , a TeGtLtedrWPGomxdwl..diam�aabuwmgtantcdm 28 2 2 3 ! 4 5 - 7 13 '. APPROVED BY: I�prIs `'a't+, t " SCALE: DRAWN t3Y 1 ia111atL'IL"-V-0924 nil.I ptkond jk'�`S11 ialv'flwt (�;l�i`71�GNfVsI7, Tab.bW-=Xri4MV-1i mn.mb..rdmtwel npll4ailm,ap5o<dm marasKa bty dadlacd Iowa to poQ 32 2 2 3 F S 6 T 9 - 1 tIK11 f'1`�tlt 4 Q,i 1:�lw%4tu ' TAW". 111;mmpm�mmahnmmal2ixbddya.aap,�g,��,*„mp,y,_,, b*Q, 11 r�% •, �'k-; wWbydogvvpa-=fty1iecljjr 36 2 3 4 a 6 a . R+dsetwettamsp,ciugtm) t2 t6 192 2a +e 1 PrsYiptivolimiGta,ebaxdongsswnpti0asit+Tah103.4. �- y, A'fr. REVISED ' Whc.We thlbw rands I" -3 .M 2a0 r g a� 2 Tt WwWupUft comudw mquiromznts 0satnne a biWdiug located is E gc�nz 3. -� � . - q x / : (• f. st T.bla3a,ma �a0tdmcxLadQ1UA apberud0)I=0 ofumlaBl1sairA ittsa=l=with .�fi � Y r- -, l`�' }�(�{.� T logo sap a.daddbia.alaaaiag L am.ogt lad 3 T tllated upli&Cotlnel boa iCquitemCats assume a roof 0u3 ceiiiea assCAlllty dtod load of 9 gsf(0.50 z 15 psf=9 psf) 1f a � a; -i t"`,i. ..? :�.:..: .� 1:i\.1.1 t 1. 4 ' .. a wbaasmpa tial$" iolio,ataad2naaap,,b.aaadwtoflodwmmoaa,0,mquodlamlic.dotlbewuadaacaiax CeliasA35=hlyiaaotpresalt"iftic=itiugautmblyis,lotcuu=tcdtotheloofssscmbly,thct-4 l=dv=bcraf ' -:Zd, Ar� , ,. :•�•' � '' r . neadtbab�baWe1--hiraladwmmmml4La.ozdump,Ir11-.MaaflId 40111lambadatdoOURdo i + '4 ."�`.t ' �'1.•.,�.T i A+:�. 7.. ?. damr�-addgmad.0 ==b=.fladbo:auraIo." VzimumAby1A6 at t rhesus, �-...----- I-IW20aage+lag.+>mp,b.amafASlMAM a M imltmASTMA653Glade33sttxls N.. . .. DRAWING NUMBER gada33aarlot vdmt .�....�... __.. ...�....--. ;•• �, � 41- �x�i; =1.-� _.::LPL- 1. . . U ". il - _L,.... - , - . f - - - ss Art pJSNAP ; 0 bISTANCS , 0 US ' NAIL HOLE i r7i 0 : O E EVEC•aY O�S"r,., f a IN ARO:tTO PR0YIDs7He I CSZO p 0 0 / CODS REQUIRcMmimMUt•I " ° �4BU44 GEl39`�R 3 NTEr; L MINNI USE 14-10a'NAILSPc-K SP IhIvFOFEFWLS �: SWF'(7ONEAC14EPd3) HTS 30 � Lsst,za p o 00 AC4 cLAg RIDE- STRAP 0 - SPAN 95tRAPlRAF'fERSIMFSOh{GS20) HTS 30 2°MINIMUM I _78s€t tAllS E4G K END'_ _ =AT_ALL"":RAFTERS_. ffDOWNCR :L.LSSU2a/RAFTER `.,:. - HiP RAFTER �(3l O� �R I-fOL�'✓� 1`i l4i-...,,I.-}.5 -� NI)DISEMINIMUMEHc: 5" lkTfGTt1 :IO-1od NAILS ..FACE.: 5=10d NAILS)JOIST r� =S1Mt 0N:;t TS30 ° >ND DISTAL Q!11$ $ I CSiLtI DRA�SO.NLY 1PFJicm-eRwp �SfMi .HTS3o.. J�OiE:t>SE 4:AT.CORNER.P0S45 =i0d:or.� �� •• A1Al1S►Nfi t{E�tp s t M-MC4 AFlER::24-1od x 1-./Z ,. : . .� 1�.7(k1.tlA1tS.EAC1-(ENF •..4.•.•°-aCS 2-0 F0R.RAFTmNOV1.161,49WITHSTU.Ds,USS2HSFASTENMS d M � AT2"¢FL MTS`I6 ,r ._1 .0 . _ .....- :L'O.RNERS ' t -•f•; t .Wiih5-1644-t/E NAtLSi ACFI END onFAC14 FA5TE'�� ANCHOR BOLT,MIN. __ USEEVF�Y6THEt3N tt_tcJLE PQ..STTO.P C. ..�al,'` �r.a.�.l g `;AL.SO;STRAPADJACMT STUDSTOPLA'TE.WRAP.0YER'rOPAFPLATE. if2"jDX7"PE�g W��.� .STRAPPj��C� DE7A1L at 2''�FLQ(Il� . INARowTo PROVIDETHE CS20 B1CyCCKINC 51MP�t1RC4 wiffiN6,dU E4-10dor5_8dtiA1LSF.A 4ENF3 CODE-REQUIRED MINIMUM r 24"OG cet To-CE*tit COttttNuoaS>A!►Np -E'EB'i?Q5l"...MtN.:.�4-1C� .1N POD: 1L1=:1�oi�.1NSEAi+1._ q � 4,-�2 . ._-,TrS20SWFEVEKyb 1)or.: 2SMMfiSo m1G SPACIN&M9HAILS cot1�ECToRSTRAP I �1F4P50h.:At3t14:•4• , Ip_E _t'AST__HIN 12-Ibd" NAILS' 7 ' Q0R.INER u�RAE'PING �2rlr'FLOOR --•: �Sitfps•q,:MST40 Co>irtERStUDttAIUNG't`(' .. 2ND L. d =i PER CORNS AbOYE1st FL. 3sruDsw/EtA1al� r! Fth<s/•4d EQUAL NUMaERoF •��. -- r 2Rw15-16d SQ SPECIF1EDh4lS 4STUD5 �� i Hole ed IN EACH END � r ° 2 RY416d e 8 0C N -.I i 1 OUEeIt/S a$ distance>5/$" �b U- }Tole diaMe`rer O u'Eer{1airC�of S e/sd P o GOO S{Ud Sitrgte S{vc� hole di�;a�'er Sean only a • e StMPSouCoUPL�#NJT 11 �'4 : -'VDU Hoff o ><l ._. sj o Dovbte5{ucl ° CNW a�e..w_DOW N S r Plate �0t3-SHE ARWACLS,�'�i. Hole edge WALL STRAW P I �� DETAIL tq (e Ir-N �iB�-LC�i disdnCea S/$rr 1/�4a1oisLL _ 0 �31t4P0A;. ZO-. c d tt depth,Max. 4 c SST8t6 uia 1/3 Joi 2" Min. ItS.FACH59D.. a d r3epfF ,Max. �) 1i STUQ. C ; IINC-& 1301� C.LI:MSS p ° a ° depth,Max. 4 4 G a WOOD scria s _ 4 1 A Joist (TYR, FILL ALL 14OLES) S�N4CHING OL ID SA,`I',/N J 01 S ( & RAFTER depthl,Max. COIJCR�FajtaDATION .,r & BORING. L IM7S -!_�U. �tSNOrA;31�1�tt" NOLDQ{PAS::(MOM:t�tv>.��5[4I�D)- . 9 AL T Elfir^TE sO-scR ;�LL QLD-DOWN =t�Fl�k? :S ,-,!;s l4DQ :: lrisuL,t,mom HOLD p - _ ZTALL CDRlaE, �Np sL,.CORRERS OF.i WECT.0'A -4 v PLYW D laaM SIDES - �53f'SON HTT22. `... t z r� 3PEf:COrzNt:R -AID cmwao DER HOT �T_>"A�H SIDE.OP lh4Y.'-p10F�It�IG CONSIS•CING Ot=: SILL EDGErIAIL e 3" �2A.BOLT ,, AttC'HORBOLT o 0 0+ - .�1"R31GAN:NOR'134t_:. j :ii -----1r1t�t0A�JS,DOQR€,OP ANY COt431NATION�1�tiT1?@t•*6"OFF_A..I•€-Qi'rSEt�)OPRO't'tl-5' � . 1 iI aT1AcFi:lie D"o.P(lta'eD0HPLANS)&REARM LL5 17THEY-RiERS .C�`ANY..I;.XTERtOv.WALL.. . SPLICE TOI' It 12 0 OC. - _ i ��„�,,, z• • !I ']3d0:_.ONE�.OKEACH.31DE'OF A S1t9GLZ.0RMUL-TIP.t,.i;..CARAGE,OPE,S�ti1�ECS_...-.:_.. WALL SPUD SFXINCs o � ° 1 ►C Coate. T,D 3F I KE StUDS � •. r, a a' FOUNDATION Z.__ LOGi�. •... SNDS • 2-IbD�16"0C JAGK _ �.RS.1..__Ftc4T.. . - s 4� so; N u4 - �M t~ UML3ER 4F FULL Q !f?IG}•tT.s7vDs"'REQ.D. '�V l.. 2LS7A18 PAtt('r"T} -;*A::END_Oi--HEADi:T� ' 4 1 SEE DETAIL FJf, jT3U5S�lE DOWNS I, I.T. C S 2 ua'v TOPOFSLAE 1 " t DEC`s(. L�"��xs� & ALL `~ x 4 8 VeFLYWD-8DKkIL. �. RAIL �'QS_s� Q• � t'Tltt�. FAS�TEt�E �: J . STRAPPiNC� . 8 3 1�4"MYEL Fb. SEE HE FOR SPACING �� p R to -31&onst•nml< �Yi=��.r S_t._fiAS.TW nST .!Iwc S E A 12 5 6RotlT JQISTs"PARALL•EL70 FAST ct�tEi3S; ONE HP FASTEFIER Z'FROt �'oP.EpGE OF PFCKJOIST i�F (4�3/'�"¢A.6. i �/ ':-0.�I.-r-A'f P4SI'">30TTOr1. ' s tro �' 3" `` >✓1.00KIN 4 e4 d'* Z01Si'S Fr-R€��t�C0 A9'TO FAST'Et•;ERS:TFifiEA`DED-ROD VAM I AND ONE�8"oWL7eFXTBOTzm LTSIA 21 (1)PER STUD r„ r- ERS-MIN.2 FASTENERS: /iTIACFS DSRECii-Y TQ BARE>31M(PLYIJOODOK,NO S}AfNG,INSl1L,k�) I _N EA -R U..PI�0RT.REQ(JIR .D .. '3UCL•T1f'. TRIF'iESNDS MIN. _MREf- SIDS 14 x 3 a_.sCREWS 16.0.0., sEE NOTE~3 e How t7011TI5 s7D1:S'CS.PARALCELTo L'EI7G�{:THt�ADFD:ROD N0�1:. . . 2"X.¢"GONTINt3oU5 - e ��_. .`.�... 3'i<BYY`"BFAC'ltyC It. '. ��•�//pp /��( Cn j UOJSTs FEFiPEND10uLAR " i' t al LATERAL BRACE(R6'a•c. ._1.-.I.G P� E..COL.-I .uOT ...... i.-.I.. WASHER ct:EA.AB AR1LLEt7 Hatr:s: "; -• .; TO t ET�:'HD`S 10"O:C"HoRtZONTAL MOUI�TF�'O�I�t01STS. (2) 2 , to UP IE 7-D �,t LEDGER er BE.AM'.AT.POST.S ETC: 2�Z MlN.FROMT01?EDGE'TO E QFM BE MAXIMUM. (3) 2�%�"CsREAiER�NAN !-D STUDS •�---.-HOLD Dowt•as C MEMBER . / \ SEPS PLANS � R1M JOt:STS dl LEDGER:"2�/z'-'MIN.'FROM To?-&50170Ff EDGE.: " FULLLEN67H / ` S¢L..DWGS NaTES T �'�-(od ?SAILS JACK STt3t75 t=JOISTS PERFENI7ICULATiTO FASTEIAF-IS:S/eO7HR_ADED'RODS IO'O.C.HOR.sF_CuR1M� . i RUSS OCi 1 7HREESAYS MIN:`N/I.4UTS&WASHERS ATEJ�H'2X OR 'J JOiSi Nt MBER hfOT E:PROVIDI:PL`P1100D CEIUNC7,JOIST dl • ' G S (TY?) BT.00KING.'i'WO sSIXS Oq Z'JOISTS r Pal s• 2X sLOCKt, -rEFIFIENDICOLARTOJQIS'i'S T7 ` "-- 2._.HR'.s-:HD2ANpG HOLD-DDwt�tS MOUNTED LiN,10iSZS lS/8 0 B�JL?S, SHEI S UNDER ALuAvi5 GS STI?h•P EL E� �•T �/tit @ S� '� t / € &BOLT HEAD$.S-J01.STSTo KWE 8'.A.K[NC-om Two slflEs. . 1 I s�� a 1"� , =St7S.5C>3`~.WSi Mlft. I I/2"PENETRr3}ON ItGO SOLID 2X WOOD.IF RGQUifiED KJOYIDE FULL ' i CjU55 . • 1� Stzt:a BwcKl1G s ► I>;r4 sOs scr�Ews FOT�.1=t3LL t=ENE,r, tor . .: _ GS STRAP cs 5!tl? ' ALSO,USE TA.SERIES STAIRCASE A14GLES mRzALDS.DO NOT C(R STRINGMS. ALL._,k 0YET0 SE.31GL S7Q4L F_ss STET gSST300 SITES WITH14•t SMILES OF SALT" Loct<tME R- L7P4e 161I HAILS UMI)ER~ 5c�Coct_E•� �., MAI LS e 10"G.C. #'NAIL SPAC I uC� CCIo?I pEr� t LSTA EZ 4 P�imr_an ZONE FA%EL 20 CA STti� FlElb•NAtLlKC� 2"x¢"SLbcK'G MAILED STUDS LL �?UPP .,�.. EN I .TO.PL/ail°.S To EACH 5r%ACEw/A-Iod NAILS D j I �-O 5D cat; Ete NAILS C > 6J IdA'st-S ; ff e T,0.G, LESSER ©� ! 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