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HomeMy WebLinkAbout49759-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDINO 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 #: 49759 Date: 9/21/2023 Permission is hereby granted to= MacKenzie, Susan 675 Hiawathas Path PO BOX 1940 Southold NV 11971 To: Construct additions and alterations to an existing single-family dwelling as applied for. At premises located at: 675 Hiawathas Path, Southold SCM # 473889 Sec/B1ock11Lot # 78,3-51.1 Pursuant to application dated 7/14/2023 and approved by the Building Inspector_ To expire on 3/22/2025. Fees: SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $1,352.40 CO - RESIDENTIAL $50.00 Total: $1,402.40 Building Inspector � � � TOWN OF SOUTHOLD — BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 bitps://xv.&rw su tholdto nno Date Received APPLICATION FOR BUILDING PERMIT LEa� For Office Use Only LN k PERMIT NO. 1 ��� Building Inspector ��iJUL1 a gPPlScatrans and fdrms must be filled out ir►,tti it entirety_incomplete WLTYIIIa aPPlica ►c►r s will Wait be albtOPteWhere the Alsplreant[s no'[the owner,an - � = Qwner's Autricsrizaiion foshall;be completed. Date: OWNERS)OF:PROPERTY Name Sv50.� ,(Y� 1��G-< Kern SCTM # 1000- Project Address: (o-I5 %A A-- i 42�.N5 Pc.�rE.l Phone #: � 1 (p , 5 5 / — 9 �[ v Email: C e"" @ N1Gl .(20^A Mailing Address: oX iG[--{p Scx-r-v-� q.--L ] CONTACT PERSON: Name: Mailing Address: PO2>a>c `fi-cp Phone #, 5�(p� j5 1 — 9--fes ZD Email: l'Yl1� DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone #: Emaila CONTRACTOR INFORMATION:,, Clr 1r� ' Name: Mailing Address: Phone #: Email: DESCRIPTION OF PROPPS! CONSTRUCTION =New Structure Additlon =Alteration =Repair =Demolition Estimated Cost of Project: =Other $ Will the lot be re-graded? =Yes11*No Will excess fill be removed from premises? =Yes No 1 'PROPERTY INFORMATION Existing use of property: dCf-Com, Intended use of property: T�SIC1 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? DYes ONo IF YES, PROVIDE A COPY. CMeCIc SOX After Reading:; The-owner/contractor/defSign professional is responsible for ail drair�age and storm water[slues as Rrpvidad by Chapter 236 of the'Town coda APPLICATION IS HEREBY MIADE`to the Suild ng Department for the issuance`of a Bu`i'lding Pemm�*pursuant to th+e Building zona Ordinance of the Town of SauthohlR„ I'll, K,Copnty;Neale Yolk and other applicable Lavurs,OrdGnant¢s or Regu►at�ans for tFie corstriactiari of 6tiild�ngs, additlons alCerations or.far removal ordentoftion as herein,described.,The�applicant agrees to cornpiy with a►►applicab►e`faws;ordinances°building code, housing coda and regulations'and to admit authorized'inspectors vn,premises and in buiiding(s)for necessary in3pections.Faise Statemes►ts made,drain are punishable as a Ciass A'misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By (pr' t alme): 4? ift� [/ I OLX. l.491 LZ 1`e MAuthorized Agent Owner Signature of Applicant: Date: 7 112 2_0Z,3 STATE OF NEW YORK) SS: COUNTY OF L­v � - -\.r Q& g _ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor, Agent, Corporate Officer, etc.) of said( r owners, and is duly authorized to perform or have performed the said work and to make and file this appliealti all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith_ Sworn before me this day of 20CQ?Z _V12 q- Notary Public t ASA M.P 4MN tYork Plotarublic, State '4 P No. o1 PE61 1 eo19 PROPERTY OWNER AUTHORIZATION Oualified in Suffolk Count n (Where the applicant is not the owner) Commis_--ion>=xpires9l;2 / 2- residing at Y�� 1�L C�c,� 0. �S _C Ndo hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 N/F SIERRA 133.51' I N 84.21'OO"E O Nc/F HARDING O m Al/ O J I CONC MON. F 1 UTIL. POLE t0 2 o WOOD FENCE 4' FRAME CONIC �~ 8-2` SHED WALK N/F SIERRA 20.8°_ � N_ IG N POOL (pP13.5' PROX) N/F VERITY o I w � S j�y 11 SPATIO_ J 2' I O WooD DECK ? (LING UT!L. STEPS POLE 2-STORYz za T RESIDENCE ra 70,3 D DECK -z 0 O STEP W RAIU NG o N � cD BRICK o 00 n WALK O _ 41 0 oy Cn PIPE ® FOUND CONC CONC jON� MON. Lu 138.37 84'21 DCS W TIE=271,50' HIAWAT11A TMS 1000-078-03-51.1 GUARANTEED TO: SUSAN M. MACKENZIE SURVEYED: 30 JUNE 2003 WASHINGTON MUTUAL BANK, FA. CHASE MANHATTAN MORTGAGE CORP. SCALE 1"= 40' SURVEY OF DESCRIBED PROPERTY AREA = 40,499.51 S.F. SITUATE OR SOUTHOLD, TOWN OF SOUTHOLD 0.93 ACRES SUFFOLK COUNTY, N.Y. SURVEYED FOR: SUSAN M. MACKENZIE GUARTO THEPERSON FOR INDICATED R ONLY WHOM THE SURVEY SURVEYED BY IS PREPARED, AND ON HIS BEHALF TO THE STANLEY J. ISAKSEN, JR. TITLE COMPANY, GOVERNMENTAL AGENCY, LENDING INSTITUTION, IF LISTED HEREON, AND P.O. BOX 294 TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO NEW SUFFOLK. N.Y. 11956 ADDIRONAL INSTITU77ONS OR SUBSEOUENT OWNERS. 631 —734-5535 UNAUTHORIZED ALTERATION OR ADDITION TO THIS T, SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARINGENSLj , THE LAND SURVEYORS EMBOSSED SEAL SHALL .CJD SURVE, NOT BE CONSIDERED TO BE A VALID TRUE �°4YS LI it 'o. 49273 3R 7 249 COPY. 4 B R -- GRADE 20'-9" FRONT ELEVATION SCALE: 1/4'1 as° RFRq MT� l H LJLJ N; 29'_9 20'-9" REAR ELEVATION tS o "'E►v y NOTE: SCALE: 1/4°=V-0° SCTM9 1000-78-3-51.1 ALLOWABLE MAXIMUM GROSS FLOOR AREA = 5,112 SQ.FT, F=�' �y '��`I'�`. ' s `` '� ° * N ISSUE/REVISION DATE PROPOSED GROSS FLOOR AREA = 3,172 SQ.FT. (OK) it z 3 IF 2023 a No 0 7091 ��`2 PRN J.MAZZAFERRO,P.E. OFESSIONAL ENGINEER c 51.��NPonr lry �-'1�T'+q'q���'r ?�••.-y.•a. �` A RESIDENTIAL aweE*N^ "T A' ' -•. .. 675 HIAWATHAS PATH SOUTHOLD NV,11971 A-' GENERAL NOTES: LUMBER: N.J. MAZZAFERRO, P.E. 1. All work *to comply with the latest building and energy code requirements 1. Design and construction shall comply with the latest editions of the Wood Frame for New York State, the Town of Southold, and any other authorities having PROFESSIONAL ENGINEER jurisdiction Construction Manual (High Wind Edition), National Forest Products Association, 2. All work to comply with the Prescriptive Design Criteria as set forth in American Institute of Timber Construction, American Plywood Associations Manuals, P.O. BOX 57' the American Forest and Paper Association Wood Frame Construction Manual American Forest & Paper Association, and the American Wood Council. N 84 21'00" E - 133.51' for One and Two FamilyDwellings (High Wind Edition). 2. All plywood shall comply with US Product Standard PS1 (Douglas Fir, Larch, or g ( g ) Southern Pine GREENPORT NY, 11944 3. G.C. and all subcontractors are to be licensed to work in the State of 3. Unless otherwise noted, all structural lumber to be 1 Douglas Fir or 1 Southern New York and the Town of Soiuthold. G.C. to present certificates of # 9 # 516.457.5596 insurance for Workman's Compensation, Disability, and Liability ($1,000,000 Pine and shall be free of any defects" may affect its structural integrity. I min.) prior to start of work. Plumbing, H.V.A.C., and electrical contractors 4. All lumber to comply with PS 20 American Softwood Lumber Standard and with EMAIL: 171CIZ^,Iin@msn.COm may file separate applications for permits, if required. applicable grading rules of inspection agencies certified by American Lumber 4. Contractor shall secure all utilities, including electric, phone / Standards Committee's Board of Review. telecommunications, cable, water, and sewer, before commencing work, and 5. Contractor to comply with manufacture's installation and application I conduct construction with due care to avoid damage to all installations to recommendations for all engineered lumber (i.e. microlam, TJI, etc.) I DRAWN BY: KS remain. 6. Contractor shall provide all accessories which are not called out on the plans, 5. Contractor shall provide adequate weather protection for the building and such as joist anchors, joist hangers, framing anchors, post bases and caps, steel I I its contents during the course of the work straps, etc., as required for the completion of the project. 6. Contractor shall provide adequate protection for all fixtures and finishes 7. All joist / beam, header / beam, and beam / beam connections to be installed to remain and conduct construction with due care to avoid damage to all with hangers anchored on main member supporting minor member areas to remain. 8. All post / beam and post / anchor connections to have 1/2" (min) bolt through I 7. All dimensions are to face of wood studs, unless otherwise noted. connections with open holes 9/16". P��a N , S. Contractor shall not scale drawings. The contractor shall verify all 9. Notches and Boring @ joists and rafters. Notches in the top or bottom edge of4,p dimensions in field and notify the Architect of any discrepancies prior to solid-sawn joists shall not be located in the middle one-third of the joist span. commencing work. Notches in the outer thirds of the span shall not exceed one-sixth of the joist I o F depth. Where notches are made at the supports, they shall not exceed one-fourth MECcheck / REScheck Compliance: the joist depth. Holes are limited in diameter to one-third the joist depth and the edge of the hole shall not be closer than 2 inches to the top or bottom edge of Compliance: Passes the joist. ho 9� oma= Maximum UA = 10. Notches and Boring @ studs. Any stud in an exterior wall or bearing partition ( I 6 0590 Your Home = may be cut or notched to a depth not exceeding 25 percent of its width. Studs in RO,PEsslOc��`�' % than code non bearing partitions may be notched to a depth not to exceed 40 percent of a single stud width. Any stud may be bored or drilled, provided that the diameter of the resulting hole is no greater thar 40 percent of the stud width, the edge of the hole is no closer than 5/8" to the edge of the stud, and the hole is not located in DESIGN LOAD CALCULATIONS the same section as a cut or notch. A stud may be bored to a diameter not exceeding 60 percent of its width, provided that such studs located in exterior walls I or bearing partitions are doubled and that not more than two successive studs are J O USE or OCCUPANCY LIVE DEAD bored. (psf) (psf) 11. Provide fireblocking as required @ the following: TM# 1000-078-03-51.1 0 a. all floor and ceiling levels UNINHABITABLE ATTICS WITHOUT STORAGE 10 12 b. interconnections between concealed vertical and horizontal spaces I (i.e. soffits, drop ceilings, and cove ceilings) i UNINHABITABLE ATTICS WITH STORAGE 20 12 c. all penetrations (i.e. vents, pipes, and ducts) through ceiling and floor level I d. chimneys, fireplaces, and flues ( I HABITABLE ATTICS AND SLEEPING AREAS 30 12 12. Provide wall bracing as required: a. first floor - located @ each end of wall and at least every 25 feet on20'-9" + - 29'-9" ALL OTHER INTERIOR AREAS 40 12 center but not less than 16% of braced wall f f b. second floor located @ each end of wall and at least every 25 feet on 10 II I INTERIOR WALLS center but not less than 30% of braced wall INEW A DIT10N LO 13. All dimensions are to face of wood studs or outside edge of concrete face EXTERIOR WALLS 15 unless otherwise noted. �I 4- 1 I 12. Any unlabeled headers to be (2) 2" x 10" EXISTING W 0 SLOPED ROOFS + DWELLINGC I 13. Provide 2" x wd. blocking at all joist and rafter locations @ 8'-0" O.C. I RISE < 4" PER FOOT 20 15 maximum . . .•;Yr, "� 4 �24NT Y D SET9AdC 00 " 14. At all notches greater than 50 percent of plate width, provide 1 1/2 width, 16 Nom': . N RISE > 4' PER FOOT < 12 PER FOOT 16 15 ga. metal tie across and to each side of the notch w/ (8) 16d nails each side I s' (f) ,. a;%, CONCRETE: RISE > 12 PER FOOT 12 15 �•,. ;r; .. w �- I 1. All concrete work to comply to all requirements of ACI Building Code o 0 DECKS 40 12 Requirements for Reinforced Concrete" (ACI 318-89 (Revised '92) "Specifications for EXTERIOR BALCONIES Structural Concrete for Buildings" ACI-301-89, ACI "Detailing Manual", and "Standard 4t 1 Z 60 12 �n $ co Specification for Ready-Mix Concrete', ASTM C94. o 0 O 2. Footings have been designed to bear on undisturbed soil with an assumed bearing z cn 0 1,110TES: capacity of 2.0 tons/sq. ft. "j ^ 3. All slabs on ground, footings, walls, etc. to be stone concrete, 3000 p.s.i. at 28 GROUND SNOW LOAD: 45 days' S 84 21'00" W - 137.37' 1. .- 1. SEISMIC CATEGORY 'B': 17g < Sds < .33 4. Unless otherwise noted, all new slabs on ground shall be 4" thick. Garage slab , \� 0 �, } 3. WIND ZONE AND EXPOSURE CATEGORY: 0 MPH k*u; to have 6 X 6 - 10/10 w.w.f. HIAWATHA S PATH U = 5. Welded wire fabric shall comply with A.S.T.M. A-185. -E-� ��j� 6. Contractor shall verify dimensions and location of all slots, pipe sleeves, anchor bolts, ducts, etc. as required for other trades before concrete is poured. N LO 7. Contractor shall safeguard and protect all excavations. 0 U CONNECTION REQ'S 8. Unless otherwise noted, top of foundation wall to have 2" x 8" treated sill plate r n ( n with termite shield and 12" x 5/8" anchor bolts @ 36" O.C. except @ bracing wall SITE PLAN V I V I UPLIFT LATERAL SHEAR edge where spacing to be 12" O.C. to 6'-0" from edge (lbs) (lbs) (lbs) MASONRY 30'-0" RAFTER 826 339 280 1. All masonry work shall comply with "Building Code Requirements for Masonry SITE PLAN NOTES: Structures" (ACI 530/ASCE 5-92) and "Specifications for Masonry Structure" (ACI 1. SITE INFORMATION TAKEN FROM MAP BY: DRAWING: RAKE OUTLOOKER 481 530.1/ ASCE 6-92) PARTIAL SITE PLAN, RISER 2. Mortar shall be proportioned as per Table I of ASTM C270 "Standard STANLEY ISAKSEN RIDGE TENSION STRAP 572 (plf) Specifications for Mortar for Unit Masonry". P.O. BOX 294 DIAGRAM, GEN. NOTES HEADER 1859 762 3. Contractor shall protect aggregate pile with waterproof covering when not in use NEW SUFFOLK, NY 11956 and shade aggregate pile when ambient temperature exceeds 80 degrees Fahrenheit. (631) 734-5835 WINDOW SILL 762 4. Contractor to check proportions of mortar materials daily to verify proper DATED: 6-30-03 SCALE: proportioning by mortar mixer. SILL PLATE TO FOUNDATION 426 681 5. The top of masonry walls shall be protected from rain and snow with waterproof 1 /4" = 1'-0" covering when work is not in progress. 6. Cool water when ambient temperature exceeds 80 degrees F. 7. Masonry set less than three days shall be protected from weather and heat loss when ambient temperatures are less than 40 degrees F. I I ISSUE: NOTES' EXISTING VENT I NEW 3" VENT ( ROOF I 2/20/23 BLDG. DEPT. ,. 1. VALUES AS PER WFCM TABLES 3.2, 3.3, 3.3C, 3.4, 3.5, 3.6 STEEL: I ` 1. Structual steel fabrication and erection to be in accordance with latest A.S.T.M., SUBMISSIONIFINISHED 2nd A.I.S.C., and ASD specs. for A-36 steel. I ( FLOOR 2. All connections shall be high-strength bolted or welded. BUILDING CODE REVS editions: Connection materials shall conform to the following A.S.T.M. designations, latest editions: high strenth bolts: A-325 (friction type), welding electrodes: AWS-A5.1, �L E70 series. _ -r 17-_ 1 - 2020 NY STATE BUILDING CODE (BASED ON 2018 IRC) r I EXE ST EX T TUB IC D W SIVK WASHER L4V W C SHOIWER LI�V W C B L4V W 2 - 2020 NY STATE ENERGY CODE (BASED ON 2018 IECC) 3 - TOWN OF SOUTHOLD CODE - CURRENT 2022 I 1 I I O I FLOIORED 1ST 4- 1 2" 4" 2" 2" 4" 2" 1 2" 4" DRAIN I TO EXISTING TRAP PLUMBING NOTES AND SANITARY SYSTEM 1 ALL PENETRATIONS THROUGH WALLS, FLOORS, CEILINGS, ROOFS, AND FOUNDATION TO BE SEALED AND FLASHED AS REQUIRED TO PROVIDE WEATHERTIGHT SEAL 2 PLUMBING RISER DIAGRAM DRAWING NO. N.T.S. 0', 1 P .ERMIT S 4 OF N.J. MAZZAFERRO, P.E. PROFESSIONAL ENGINEER 86'-6" P.O. BOX 57 22'-6~ s'-1a~ 19'-0~ 14'-2" 19'-0"10 GREENPORT NY, 11944 10 9'-8 1/2" 3'-1" 9'-8 1/2" ol 7 1/2~ 5'-0" 7'-9" 5'-0~ 7 1/2- 516.457.5596 EMAIL: maz_lin@msn.com r-- I (2� 2"xs" c�A I (2) 2" x s" CCA (2a 2.'xs" c�A DRAWN BY: KS A � " I •:'- I � ho-. Z I 11 7/8" TJI 230 ® 16" O.C. w �,M op U oo tc` ( A X A X N 00 N Q I " A A0. 051 09 I I A-06 U O� S.cc�04��r — o� j (% ,�. 8'-10" I X — 2" x 88CCA LEDGERle — to cq �•' r L- _J O 57.'.' .t .i' -.l'..t'r •r•' .':S :t''+•r r.V. (3) 2" x12" (3) 2" x12" '!^ •t' ! ill. :�.:ti:�:r.: .i' i�•i f.:�,�! ;,r '..:• � 'y' i A (2) 2" x 12" CCA N r� 2" x 8" CCA LEDGER p I 0 CD A M NEW CRAWL SPACE I_ O NI I _ 11 7/8 TJI-230 ® 16" O.C. Lo In C3 rl 04 I I I t 0 Lo `° ( .".•. I ':f: I ® I NEW CRAWL SPACEr-- N NEW GARAGE I (2) 2" x 10" I {'4 " I 4" CONC SLAB W/ I UP — (2) 11 7/8 TJI-230 I T 6" x 6" 10/10 WWF I c~n — '- — lJ I 7 (2) 2" x 12" Z x N :.., I tobi r— 04 00 6 , 4'-8 1 2" Cl x pLli X \ 11 7/$ TJI-230 ® 16 O.C. A I n \ (f i - %. Z A '' - I 14 ' D W �. I A _ c� I x o �-04 6 I� I N I N I — (2) 11 7/8" TJI-230 I .q X 7 :� O %.. I N p X N A 0 .�� N I .•: I N N � 1 iv k I /1 � � .. I I ^ N o04 0 11 7/8" TJI-230 ® 16" O.C. (3) 2" x 12" (EXISTING) 6'-10" l i-- 4 �- - - - - -� ;-; w I� 0 U EXISTING BASEMENT �- �N — — - to Ac- O 10 O � - -1 1/2' 8'-0" 2'-3" 8'-0" '-1 1/ 3'-3" a DRAWING: ol 22'-s" s'-s" '- s'-s" 1 s':-o" 2'-0" X ol 29'-0" N 27'-6" BASEMENT PLAN, DETAIL SCALE: 1 /4" = it—Opp FOUNDATION PLAN 1/41)=l I— /41 ,'O" A ISSUE: A-06 . 2/20/23 BLDG. DEPT. FOUNDATION LEGEND FOUNDATION NOTES SUBMISSION FOUNDATION WALLS AND FOOTINGS 1 UNLESS OTHERWISE NOTED, ALL UNLABELED HEADERS TO BE (2) . " " 6" O.C. TO 48" — —— POUR 8" CONCRETE FOUNDATION WALLS OVER 8" x 24" 2 COORDINATE W/ MECHANICAL CONTRACTOR FOR HVAC EQUIPMENT FROM CORNER C 36" O.C. CONTINUOUS POURED CONCRETE FOOTINGS W/ 2 #5 SIZE, LAYOUT, AND REQUIREMENTS STUD REBARS (HORIZ). FOOTINGS TO 3'-6" BELOW GRADE 3 PROVIDE BEAM POCKETS AS REQUIRED SIMPSON SERIES (MIN). POUR 4" CONC. SLAB W/ 6"x6" 101OWWF OVER PROVIDE AIR VENTS AS REQUIRED HPAHD HOLDOWN VAPOR BARRIER OVER COMPACTED FILL IN GARAGE. POUR 5 POUR 12" DIAM CONC SONOTUBE FOUNDATION W/ 30" x 30" x 8" e TENSION STRAP W/ 2" CONC. RAT SLAB FLOOR OVER VAPOR BARRIER OVER " POURED CONC FOOTING TO 3'-6" BELOW GRADE. IMBED SIMPSON e TE NAILS r. COMPACTED FILL IN CRAWL SPACE AREAS. INSTALL 5/8 SERIES PB POST BASE INTO CONC. AND SECURE TO STRUCTURE s SILL PLATE x 12" ANCHOR BOLTS ® 3'-0" O.C. (EXCEPT ® BRACING ABOVE. POST CONTINUOUS FROM GIRDER TO STRUCTURE ABOVE. WALL PERIMETER) W/ SILL SEALER AND COPPER COATED INSTALL SIMPSON SERIES BC POST CAP 0 POST AND GIRDER ANCHOR BOLT TERMITE SHIELD ON (2) 2" x 8" PRESSURE TREATED SILL CONNECTION - DECKING TO BE INSTALLED AROUND POST AND °4 CAP, NOT UNDER THEM. PLATE. SPACING FOR ANCHOR BOLTS TO BE 6 O.C. ® #4 REBAR ' BRACING WALL PERIMETER TO 4'-0" FROM EDGE. IMBED INSTALL 16 X 16 CMU (BLOCK) PIER ON 30 x 30 x 8 POURED MTL TENSION STRAPS AND #4 REBAR AS SHOWN ON 0 CONC. FOOTINGS TO 3'-6" BELOW GRADE B-02. CUT 42" WIDE x 30" HEIGHT OPENING IN EXISTING FOUNDATION ® WALL FOR MECHANICAL ACCESS TO NEW CRAWL SPACE CUT TOP OF FOUNDATION WALL FOR GARAGE DOORS (OVERHEAD 3 AND HINGED) - TOP OF CUT TO ALIGN W/ TOP OF GARAGE SLAB 9O POUR NEW 4" CONC. PAD FOR STAIR - VERIFY SIZE REQ'D AND LOCATION IN FIELD ANCHOR BOLT DETAIL N.T.S. DRAWING NO. A - 02 PERMIT SET OF 9'-6" 9'-6" 8'-10 1/2~ 8'-.10 1/2" N.J. MAZZAFERRO, P.E. 00 10 3" 3" 5'-0" 3'-10 1/2" 3'-10 1/2" 5'-0" ji PROFESSIONAL ENGINEER N M N e c P.O. BOX 57 c GREENPORT NY, 11944 (3) 2" x 1o" 516.457.5596 Fr5 O O 5 EMAIL: maz_lin©msn.com DRAWN BY: KS NEW MASTERBEDROOM NEW PATIO NEW SCREENED-IN PORCH CATHEDRA CEILING CATHEDRAL CEILING (OPTION 'A') 11'-3" 11'-3" TRAY CEILING (OPTION 'B') 9 1/2„ '-- 3" 3„ 01 5'-3" 6'-0" 6'-0" 5'-3" 4'-11" B 3" 3" �P�� Nf� r0 P 1 1/2" 1 1/2" A A-06 5 9 o F o 0 o A_06 _ O 00 0 x E E 6 1/2- N 4 ; o 4 O OS " " LVL I oe9 (3) 2" x 2" (ABOVE) FO "a ob�o0 ' I I oto i O iv (3) 2" x 10" M A�OFESSIONP� _LLL L _ L 3'-7_' _ 6 -11 1/ ' 2" 8 10 N SD E C O � 16" TJI-360 ® 16" O.C. LLLLj-Lj L� 0 I ... � A - 1 i ° LL_LLLLLL O i e'�G}oRS eYP @ GARAGE ciFA I" red `° - LLLLLLLL _ Z N I Ti1 ( " LLL`;- NEW MASTER BATH LLL _ NEW WALK-IN 2, 1" 5,_1" � T_1 1/2" 9 I � ` (2) 16 TJI-360 LLL- _ �������__�L_LLL CLOSET a w 1 O "L LL LLLLLLLLLLLLL o * '1ni�rccnnec+td hard Wj� 10 L LL LLLLLLLLLLLLL N ® NEW POWDER'; a ; _�� L� hf0A cI L _� ALL L'�? LLLLLLLL LL L � 'n o = 00 +0 � r� wired. Lw_L LLL Lo LLL LLL I - " o M I I I o NEW GARAGE I LZ_ -LLL-L- LLL !L ; T to p N 7 LL LLLL L.- LL LL ® w " Q O NEW S UDIO i I— 1 -0 11 a O 2 16" TJI-360 I oo a N % x N p �— G " N 0 5 L_ L O O O z .. m . N O 16 TJI-360 0 16 O.C. � v I O O O N z L_ L_ o - - I TYP ® GARAGE ro -1 UP L_ L- L_ L_ L- L- L- L- L- L- L_ _ L_ � u J r10 %I EXI TIN BATH 1 1 1 1 1 1 1 R 2 > 0 N I z I r (2) 16" TJI-360 uP r �— �-RENOVATED KITCHEN— �-- - L- " " SoNK NEW FAM LY R00 Q, 4--J J I DN 14R ``� (2) 16 TJI-360 L_ L_ L� L-_ L_ L_ L_ L_ L_ x _(2) 2 x12 x CATHEDRAL CEILI G (OPTI 'A') h} z FLUSH TO ICR00 n O TRAY CEILING OPTION B `oo (2) 16" TJI-360 �* L L L L- L_ L_ L_ Lr L- L_ L_ P _ L SINK I L l=_ L_ _ LLL L_ L_ L_ L_ L_ L L- �, - L'6--w= v O ^ 0 x W MUD L_ L- L^ 36" L - o co I N (2) 16" TJI-360 �� DN- OOM REF. W o a _ LLL Q - � N —c 0 `� - I °' o 16" TJI-360 ® 16" O.C. `� I DN �o Of L1_ x a .+� o I I TYP ® GARAGE is L- 10 N N 6 ; 0 7 O O -1 EXIST x z a 0 o N I N I (2) 16" TJI-360 DRYER WASHER m ^ I o I oPen�n mU5+ bc_ y tea. '� 0 Ln to r 4 „i s %fa,•,";: • N EXISTING LIVING ROOM 4 3 i 3 I 3 O 3 4 � � J _ o o 4-1 2" x 12 12 x"( 2 ") (2) OE F ELo O EQ 8'-0" 2'-3" 8'-01/2" EQ 3'-3" EXISTING OFFICE A A A A 1--- 0 U P L 3" L L 3" L (D u� V) 3'-3" 9'-6" 9'-6" ri EXISTQ DRAWING: SECOND FL GARAGE PLAN FIRST FLOOR PLAN PLANS, WINDOW 1/4$1=1 P-001 1 /4"=1'-0" SCHEDULE A A-os SCALE: 1 /4 = 1'-0" WINDOW SCHEDULE WINDOWS NOTES: e ISSUE: 1. WINDOWS AND GLASS DOORS TO BE MANUFACTURED BY ANDERSEN LEGEND CONSTRUCTION NOTES NO. MODEL # TYPE ROUGH OPENING (W x H) REMARKS WINDOW CORP 2. TEMPERED GLASS AT FRENCH DOORS, UNITS ABOVE WHIRLPOOL, AND ® 2/20/23 BLDG. DEPT. NEW CONSTRUCTION 1 UNLESS OTHERWISE NOTED: A 2852 NARROWLINE DH 2'-10 1/8" x 5'-5 1/4" 6 OVER 1 LITE PATTERN 3. HARDWARE - WINDLL UNITS WHERE OWS ING ITOLHAVE WHITE PULLSF FAND LOCKS; SLIDING & SUBMISSION ALL DIMENSIONS ARE TO FACE OF WOOD STUDS HINGED DOOR HANDLES TO HAVE WHITE FINISHES INTERIOR PARTITIONS TO BE 2" x 4" ALL STAIRS, BALCONIES, AND LANDINGS TO HAVE B WPW41056 WOODWRIGHT PICTURE 4'-11 7/8" x 5'-8 7/8" NO LITES 4. SCREENS - -ALL OPERABLE UNITS TO HAVE INSECT SCREENS, ALL STUDS ® 16 O.C. W/ 1/2 PTD. GYP.. HANDRAIL ® 36 A.F.F. (BOTH SIDES) AND SLIDING DOORS TO HAVE INSECT SCREENS BD. BOTH SIDES BALUSTERS (OPEN END) ® 4 1/2 O.C. * WDH2856 WOODWRIGHT DH (COTTAGE) 2'-10 1/8" x 5'-8 7/8" 6 OVER 1 LITE PATTERN 5. GANGING AND MUNTIN PATTERNS - SEE ELEVATIONS FOR WINDOW " " ALL CLOSETS TO HAVE A WD. POLE AND SHELF ® C ( GANGING, FIXED / OPERABLE OPERATION, ARRANGEMENT, AND MUNTIN EXTERIOR WALLS TO BE 2 x 6 WD. 66 A.F.F. PATTERNS. GANGED ROUGH OPENINGS PER FACTORY GANGING STUDS ® 16" O.C. W. R-19 BATT ALL BATHROOM SADDLES TO BE MARBLE D 2846 NARROWLINE.DH 2'-10 1/8" x 4'-9 1/4" 6 OVER 1 LITE PATTERN 6. G.C. TO VERIFY ALL ROUGH OPENINGS W/ WINDOW MANUFACTURER PRIOR INSULATION AND 5Z8 GYP. BD. ON ALL UNLABELED HEADERS TO BE (2) 2" x 10" TO ORDERING, FRAMING AND INSTALLATION INTERIOR FACE. EXTERIOR FACE TO BE ALL HEADERS TO BE POSTED TO LOAD BEARING E 2446 NARROWLINE DH 2'-6 1/8 x 4'-9 1/4 6 OVER 1 LITE PATTERN 7, PROVIDE ALL JAMB & SILL EXTENSIONS AS REQUIRED - G.C. TO VERIFY CEDAR SIDING TO MATCH EXISTING OVER STRUCTURE BELOW - SIZE OF POST TO MATCH WIDTH SIZES REQUIRED DX PLYWD OVER MTL. STRAPS OF HEADER + 1 STUD F 3046 NARROWLINE DH 3'-2 1/8" x 4'-9 1/4" 6 OVER 1 LITE PATTERN 8. ALL WINDOWS AND EXTERIOR DOORS TO HAVE 3/4" PLYWOOD OVER STUDS. SEE A-7 FOR STRAPPING 20 PREFAB FIREPLACE W/ STONE HEARTH. SIZE FLUES AS REMOVABLE "HURRICANE PANELS" W/ #10 WD. SCREWS ® 12" O.C. INFO REQUIRED. HEARTH SIZE T.B.D. G 2842 NARROWLINE DH 2-10 1/8 x 4-5 1/4 6 OVER 1 LITE PATTERN ANCHORED TO EXTERIOR SHEATHING AS REQUIRED BY CODE O NEW WINDOW O INSTALL SIMPSON SW22x8x6 GARAGE PORTAL TIE-DOWN W/ (10) SDS 1/4x6 FASTENERS AND (2) SSTB28 HOLD H 20310 NARROWLINE DH 2'-2 1/8" x 4'-1 1/4" 8 OVER 1 LITE PATTERN O NEW DOOR DOWN ANCHOR BOLTS O INSTALL SIMPSON SW24x10-RF SHEARWALL TIE-DOWNS W/ I (12) SDS 1/4x6 FASTENERS AND (2) SST628 ANCHOR O CONSTRUCTION NOTE O BOLTS. J AW21 2'-0 5/8" x 2'-4 7/8" STANDARD LITES IMBED SIMPSON SERIES PB POST BASE INTO CONC. SMOKE DETECTOR FOOTING AND SECURE TO STRUCTURE ABOVE. POST K SD CONTINUOUS FROM GIRDER TO STRUCTURE ABOVE. O INSTALL SIMPSON SERIES BC POST CAP ® POST AND CARBON MONOXIDE DETECTOR GIRDER CONNECTION - DECKING TO BE INSTALLED AROUND L DHT2823 DH TRANSOM 2'-10 1/8" x 2'-5 7/8" STANDARD LITES C 6 POST AND CAP, NOT UNDER THEM. SECTION OR DETAIL 7 UNDERSIDE OF FINISHED HEADER TO BE 8'-0" A.F.F. M WTR41023 WOOD. PICTURE TRANSOM 4'-11 7/8" x 2'-5 7/8" STANDARD LITES HEAD HEIGHT TO MATCH TRANSOM HEIGHT # 8 BOTTOM OF RENAISSANCE WINDOW TO BE 3 1/2" ABOVE N WTR2823 WOOD DH TRANSOM 2'-10 1/8" x 2'-5 7/8" STANDARD LITES 9 FRENCH DOOR HEAD R.O. 1 ARCHED HEADER ABOVE 0 OVL2030 OVAL 2'-0 1/2" x 3'-0 1/2" DIAMOND LITES PATTERN 3'-0" x 6'-8" CASED OPENING DRAWING NO. 1 5'-6" x 6'-8" CASED OPENING P CTN30 CIRCLE TOP 3'-2 1/8" x 1'-9 3/4" STANDARD LITES Q FWH31611 INSWING FRENCH DOOR 3'-1" x 6'-11" STANDARD LITES r R FWH31611 FIXED PANEL FRENCH DOOR 3'-1" x W-11" STANDARD LITES S AFFW803 ARCH WINDOW 7'-11 5/8" x 4'-1 1/8" RENAISSANCE PATTERN A — 03 Z 2817 BASEMENT WINDOW 2'-8 5/8" x V-7 1/4" BRICK MOLD ' . PERMIT SET i F OF N.J. MAZZAFERRO, P.E. PROFESSIONAL ENGINEER P.O. BOX 57 GREENPORT NY, 11944 516.457.5596 12 4 14 12 "12e44 12Ll I 12 4 12 EMAIL: maZ_lin@msn.com SLOPE DN. SLOPE DN. DN. S PE DN. LFL SLOPE DN. SLOPE DN. 2 x 8' RAFTERS 2 x 8' RAFTERS 2 x 8ll . 1 RAFTERS 2" x 8" RAFTERS 2 x 8'R AFTERS 2" x 8" RAFTERS ® 1s" O.C.- ® 1s' o.c ® 1s' o.c ® 6" O.c. ® 1s' o.c ® 1s" o.c DRAWN BY: KS x 6 = A-06 �P r 1• N 2 x 8' RAFTERS ® 16 O.C. t = - - - - - 4 14 H° _H z o a x 00 U3 , T, 2) 2.. x s" 1 H 1 12 H 1 $ $lac�q'' w w SLOPE DN. IHF SLOPE DN. SLOPE DN. SL P N. iv ® Z ?•• z z_ 2 x 10 RAFTERS 2" x 10 RAFTERS 2 x 8' RAFTERS x 8 RAFTERS ti I I 2 x 8 CEILING JOISTS wUo X11 OVER MqF3 ® 16" 0. (BELOW o x 2) 2" x 8' N ® 14 4 d Q o z v 0 0 N_w p Q O Q Q SLOP12'E DN. SLOPE DN. o-Poo o% iollibm i0 e 2 x 8' RAFTERS 2" x 8" RAFTERS _ _I to �' x ® 00 �n ma X. z = Uo ® 16, UNDER N N �\ x N 3 2 x 8 O o � a uj a x (2) 2" x 8 U N R � o N ® rI UNDER e� N UNDER \ R / g ?•-� ui z z =x d U i I W X:, t0 uj p N�qjW o0 O �— w000 �� z � z T_vw t xLn �' N =x co X X UNDER N cj UNDER 3 Q �I N 5 N W W v N_ x � � Z U x N ota RAFTERS z w x � x � z w � = o � " ��I-- U ® 16 O.0 `n w a o N o N o a' w LL r--o o io � c;— ::moo ® z = o oe o 00 iv �2) 2" x 10 io ��ocli v' o ca Nw N00 w x (2) 2�. x 8" cn o 3 x �' x ® x ® J x x ® N VJ � _ ! Ed— '4[ W •d N N I N O N t� N N w4 4 N x 8' e I UJ o `Lrj SLOPE DN. SLOPE DI N o x 10" RAFTERS 2" x 10 RAFTERS r- : ® 2) 2" x 8.. ® ,6 0.C. 0 6 O.C. 2'� x S�RAFTERS o ® 16 O.C.I o W 0 U) N LO +J w w l ) LCA I— �/ I� 0C) (_0Cf) u� DRAWING: AROOF PLAN - OPTION 'A' PARTIAL ROOF PLAN - OPTION 'B' ROOF PLAN, DOOR CATHEDRAL CEILING @ FAMILY ROOM 1 /4"=l'-O" BTRAY CEILING @ FAMILY ROOM 1/4'°=�'-o" SCHEDULE 1 ROOFING TO BE 40 YEAR ARCHITECTURAL GRADE ROOFING A RIDGE VENTS TO BE "COR-A-VENT" (CONTINUOUS) OR A-06 SCALE: 2 APPROVED EQ. PROVIDE AND INSTALL ICE SHIELD TO 3'-0" FROM EDGE OF 3 ROOFING W/ 30# FELT OVER REMAINING ROOF 1 /4 — 1'-0" SEE A-10 FOR ROOFING, NAILING, AND STRAPPING INFO � PROVIDE AND INSTALL METAL FLUES W/ INSECT SCREEN AND 5 MTL CAP 0 CHIMNEY. ALSO PROVIDE AND INSTALL CRICKETS, FLASHING;, AND WATERPROOFING AS REQUIRED FOR CHIMNEY. DOOR SCHEDULE ISSUE: 6 REMOVE EXISTING ROOFING TO 36" FROM NEW, LAY NEW ICE SHIELD, FELT, AND ROOFING, AND FLASH AND WATERPROOF AS NECESSARY TO ACHIEVE A WEATHERTIGHT SEAL O BUILD UP PARTITION TO UNDERSIDE OF RAFTERS NO. SIZE HARDWARE REMARKS Z/2O/23 BLDG. DEPT. SUBMISSION 1 3'-0" x 6'-8" ENTRY PRIVACY LOCK W/ DEADBOLT THERMA-TRU OR APPROVED EQ. 2 3'-0" x 6'-8" ENTRY PRIVACY LOCK W/ DEADBOLT THERMA-TRU OR APPROVED EQ. 3 8'-0" x 7'-0" GARAGE OPENER W/ EXTERIOR GARAGE DOORS KEYPAD 4 3'-0" x 6'-8" F.P.S.C. PRIVACY LOCK 1 HOUR FIRE RATED DOOR W/ CLOSER 5 3'-0" x 6'-8" POCKET DOOR 6 7 2'-4" x 6'-8" PRIVACY LOCK 8 2'-4" x 6'-8" PASSAGE LATCH 9 2'-0".x 6'-8" PRIVACY LOCK 10 2'-0" x 6'-8" PASSAGE LATCH 11 (2) 2'-0" x 6'-8" CATCH LATCH w/ DUMMY TRIM DRAWING NO. A — 04 PERMIT SET OF f. N.J. MAZZAFERRO, P.E. PROFESSIONAL ENGINEER P.O. BOX 57 GREENPORT NY, 11944 TOP OF RIDGE ELEV 23'-4" 516.457.5596 EMAIL: maz—Iin@msn.com TOP OF RIDGE • DRAWN BY: KS ~WINDOW HEADER TOP OF WINDOW two . �Q.Lo 'k U U O . �O 05�09� FINISHED 2ND FL 1ST OOR CEILING (EXIST) GARAGE CEILING — WINDOW HEADER (0 FAMILY ROOM) z to o OA 7/ , F��\ 7/ A. � e L-Lj FINISHED 1ST FLOOR TOP OF FOUN_D'N GRADE 0 GARAGE ELEV -0'-9" GRADE O � NEW FOUNDATION & FOOTINGto , NEW FOUNDATION & FOOTING Lo — — EXISTING FOUNDATION & FOOLING I -� -- — — — — — — I U -+-j I o 0 - _ — — � � Lkj U r N 0 azo � � o AFRONT ELEVATION 1/4'1=1 P-01 0 Lo �- I� 0 U —_ TOP OF RIDGE Q0 � /1 ELEV 23' Ur-4 V 1 V TOP_OF RIDGE00 _ _ i N DRAWING: CLAPBOARD CHIMNEY AND CAP W/ FRONT, . REAR ELEVATIONS METAL, FLUE AND INSECT SCREEN 40 YEAR ROOFING SHINGLES 5/4" x 6" PTD. WD. RAKE BOARD 5/4" x 4" PTD. FLAT STOCK CASING WINDOW HEADER SCALE: CEDAR CLAPBOARD TO MATCH EXISTING 5/4" x 6" PTD. WD. FASCIA BOARD ITO ISSUE: FINISHED 2ND FL (EXIST) FINISHED 2ND FL 2/20/23 BLDG. DEPT. 1ST FLOOR CEILING (EXIST) ~� '' "'"�•" ~° - - +•°+{•>':'}'•� SUBMISSION DOOR HEADER _ (0 FAMILY ROOM) �'� �� ;:.�,.�: {::. %:A,;•: ;:',;::.w:_{�"'.:: GARAG I y;}r,'.` .4 :+ti'.M^^:�'•�. ��..i:.tl:•.-�:'•r;rjr{ +.,r......K�':;;��,�: n n Q ��� :K>�; _,;;w.x;,,,,•. ••;... �'��,,:�,�'�,; � E CE LING 5/4 x 12 PTD. FLAT STOCK FRIEZE BOARD W/ w r :' '" `'~ -;> :> : ` +;>;: :.� •,: o :may: •"'%} ;t''r'' •.77. °. :.r�.�: S Vie: ;•f1•:`:^ :... 3 1/2" SPRUNG CROWN ,•:>.a.;':Y:;:` ti:k ti 'Y ',• r:;c:. .: .;.,,,-;:'q�w ---— —— — — n n "FRAME" +4j'•S,•:^T••:•.'!•,.'•. nylf.}1t'}'e� •... �..1a..•�� y, ' WINDOW HEADER 5/4" x 4 PTD. FLAT STOCK FRAME PANEL ON d o "`',`.. :=';r":"'' t.:"h;t`'; kt":'•';%'y`.• ;: :'.';`•;i."• ' Lu / :: ...__w'.:. ,..r ;•, :r>�'.; . . ; z^';; ::;•_,, ., r.: (ALIGN W/ GARAGE BOTH SIDES OF INSECT SCREEN OB DOOR HEIGHT) nnn \ t • ..� J:.wt .�; :ti•:, Cyrs i U U 5/4 x 10 PTD. FLAT STOCK PILASTER W/ 3 :�r,.' . ,;.� s' r :•.�:, w o SPRUNG CROWN 1/2" DIAM HALF ROUND & 1 ~^ CROWN, r (O :o^'* ...,:i'~ '.:.x:l• .�,i,•� ••h`:•i,�...f..;`'� :.:''':.�."�n`::�r,;• = 1� 3/4- BASE CAP �< rA`� ::� :i:. : ,.;:q� ;.•a: :4:.;^:� v *,FINISHED 1ST FLOOR i •�;T „' :: 'a`:`�.i :"+r'':;++' r ..:. ,.?s tr:•-+: <,:,To" TOP OF DECK iv GRADE � _ GARAGE SLA 5/4" x 10" PTD. FLAT STOCK APRON NEW FOUNDATION & FOOTING GRADE 0 GARAGE } I I ELEV -0'-9" REAR ELEVATION DRAWING NO. 1/4f>O1'_O7f ,5 A - 05 PERMIT. SET �t 0F N.J. MAZZAFERRO, P.E. PROFESSIONAL ENGINEER P.O. BOX 57 TOP OF RIDGE — TOP OF RIDGE GREENPORT NY, 11944 Y 516.457.5596 EMAIL: maz—Iin@msn.com CLAPBOARD CHIMNEY AND CAP W/ METAL FLUE AND INSECT SCREEN 40 YEAR ROOFING SHINGLES 5/4" x 6" PTD. WD. RAKE BOARD DRAWN BY: KS 5/4" x 4" PTD. FLAT SOCK CASING CEDAR CLAPBOARD TO P/fATCH EXISPNG EXISTING BEDROOM HFw 5/4" x 6" PTD. WD. FASCIA BOARD R-49 FINISHED 2nd FLOOR — — — — — —— ®F N��y — — WINDOW HEADER •MA 9� .� _ F 2" x 10" (EXIST) Q2"x8" (NEW) (MATCH TRANSOM HEI 1ST FLOOR CEILING v �; EXISTING z :Z� Vin. ,.!'w:':".'• s't'C, ;=j; 5/4 x 12 PTD. FLAT STOCK pA 0570 J) EXISTING LIVING ROOM REVISED KITCHEN NEW POWDER FRIEZE BOARD W/ -3 1/2" k• •lY'• r ty1.�] .:.,r',:"::�.•::,•.�: :. �.;:...Y;:.Y ;�^,:,:�T...:.z:::,:�, SPRUNG CROWN OFESSIONP ••4' "O v ••7• '.`� tit ..L•..L.. ... ..d.li;� n n <SY°r;: `i".•• v,';;s;-;� �F Yti:;,:�s zti:;:� 5/4 x 4 PTD. FLAT STOCK O ,)Y•?�;h; ;x "^tf d..,a,'• •t" ..�..'�r] Le"Y� "FRAME" PANEL ON BOTH SIDES OF INSECT SCREEN J.,.y Saari' t.w,�.4"ilk !µti(�•' :"r`:,i R-20 5/4" x 10" PTD. FLAT STOCK R-30r `t:;:_':+;_'{- ,�,,,.....�;•« PILASTER W/ 3" SPRUNG `"'•.�r.sira•.+Tf•r '��•2' aiat�•y._•ay: ''+din`-h'r:.�.4:... FINISHED 1ST FLOOR �^` ,��`;:Rs, ; :';i.F n i y.ta ,:• :may+,'„v Y,A �,,ytrr CROWN, 1/2" DIAM HALF FINISHED 1ST FLOOR :...: '�t:�, ,;.w.,r. ;;. . ROUND, & 1 3/4 BASE CAP �" EXISTING 2" x 10" (EXIST) "x10" (NEW 5/4" x 10" PTD. FLAT STOCK v APRON o GRADE =: z GRADE NEW CRAWL NEW FOUNDATION & FOOTING • C EXISTING BASEMENT R-10 RIGID 0 r— EXISTING NEW �— 0) BLDG. SECTION FRONT ELEVATION U A1/4 =1 —0 1/4"=l,_0„ (D NOTES: FLOOR CONSTRUCTION: 1. SEE: A-7 FOR STRAPPING, NAILING, ROOFING, AND ATTIC DIAPHRAGM OAK STRIP FLOORING OVER (EXCEPT TILE AREAS) 30# FELT OVER \ TIE-IN INFO. 5/8" CDX PLYWOOD SUBFLOOR NAILED TO JOISTS @ 16" O.C. W/ R-30 W 2• ALL. WINDOWS AND EXTERIOR DOORS TO HAVE 3/4" PLYWOOD , " 0 / FIBEI.GLASS BATT INSULATION. PROVIDE ADDITIONAL 1/2 CDX PLYWD � �— REMOVABLE "HURRICANE PANELS" W/ #10 WD. SCREWS ® 12" O.C. UNDERLAYMENT ® TILE FLOORS. O ANCHORED TO EXTERIOR SHEATHING AS REQUIRED BY CODE ROOF CONSTRUCTION: DECK CONSTRUCTION: (J = TOP OF RIDGE40 1" x 4" CCA "DUCK BOARDS" ON PRESSURE TREATED WD. SLEEPERS OVER ELEV +/- 24'-3° EXPOSURE OVER 5/8" CDX PLYWOOD NAR ARCHITECTURAL GRADE I AILED NG SHINGLES CRAFTERS 16" O.C. RUBBER ROOFING ON 5/8" CDX PLYWD OVER JOISTS RIPPED TO 1/4" ON 12" ® url--_J 0 u W/ R- 30 FIBERGLASS BATT INSULATION - VAPOR BARRIER DOWN. 16" O.C. u-) U PAINTED 1/2" GYP. BD. ON INTERIOR ® FINISHED AREAS. PROVIDE � Cn CONTINUOUS EAVE & RIDGE VENTING. PROVIDE ICE AND WATER CONCRETE CONSTRUCTION: SHIELD TO 3'-0" W/ 30# FELT OVER REMAINING ROOF. FLASH AND POUR 8" CONCRETE FOUNDATION WALLS OVER 8" x 24" CONTINUOUS SEAL AS REQUIRED ® EXISTING ROOF SEAM TO ACHIEVE WATERTIGHT POURED CONCRETE FOOTINGS W/ 2 #5 REBARS (HORIZ). POUR 4" SEAL. CONC. SLAB W/ 6"x6" 101OWWF OVER VAPOR BARRIER OVER DRAWING: EXTERIOR WALL CONSTR N: COMPACTED FILL IN GARAGE. POUR 2 CONC. RAT SLAB FLOOR OVER VAPOR BARRIER OVER COMPACTED FILL IN CRAWL SPACE AREAS. SIDE ELEVATIONS, BLDG. CEDAR SIDING (CLAPBOARD) TO MATCH EXISTING OVER 15# FELT INSTALL 5/8" x 12" ANCHOR BOLTS @ 3'-O" O.C. (EXCEPT ® BRACING TOP of WINDOW SECTION OVER 5/8" CDX PLYWOOD NAILED TO METAL TENSION STRAPS ON 2" WALL PERIMETER) W/ SILL SEALER AND COPPER COATED TERMITE x 6" STUDS ® 16" O.C. W/ R-19 FIBERGLASS BATT INSULATION. SHIELD ON (2) 2" x 6" PRESSURE TREATED SILL PLATE. SPACING FOR PAINTED 1/2" GYP. BD. ON INTERIOR ® FINISHED AREAS. PROVIDE ANCHOR BOLTS TO BE 6" O.C. ® BRACING WALL PERIMETER TO 4'-0" F INSULATING GLASS WINDOWS AND PATIO DOORS (TEMPERED BELOW FROM EDGE. IMBED MTL TENSION STRAPS AND #4 REBAR AS SHOWN O O 0 SCALE: 18" A„F.F.). ON A-04. 1 /4„ = 1 ,—0„ FINISHED 2ND FL — — _ _ _ ISSUE. GARAGE CEILING 2/20/23 BLDG. DEPT. SUBMISSION O O —P OF FOUN_D'N _ GRADE @ GARAGE ELEV w o R Q M O rn Zo 3 REAR ELEVATION or [±�j 1/401=1'-0" DRAWING NO. SCREENED— IN PORCH SECTION �/ ELEVATION B1/4"=1 '-0" A - 06 PERMIT SET OF ` Y NAILING SCHEDULE RIDGE TENSION STRAP CONNECTION REQ'S. N.J. MAZZAFERRO, P.E. JOINT DESCRIPTION NAILS SPACING NOTES ROOF PITCH 8D NAILS REVD @ EACH END OF NOTES 1 1/4" x 20 ga MTL STRAP PROFESSIONAL ENGINEER ROOF FRAMING 11 ON 12 3 RAFTER P.O. BOX 57 RAFTER TO TOP PLATE (TOE—NAILED) 1,2 NEOPRENE GASIET�"` TDP PLATE G R E E N P O R T NY, 11944 1st FLOOR (4) 8D PER RAFTER ROOFJACK ` WALLSND NOTES: 516.457.5596 ROOFING UPS FLASHING 2nd FLOOR (3) 8D PER RAFTER 1. VALUES AS PER R802.11, WFCM 3.4 AT SIDE AND TOP . FLASHING LAPS ROOFING EMAIL: maz—lin@msn.com CLG. JOIST TO TOP PLATE (TOE—NAILED) 1,2 AT BOTTOM LOCATION U SPNUMBER DESCRIPTION APPLICATION RAFTER/PLATETYDOWN ANCHOR CONNECT TO EACH RAFTER 4' TO PLATE - 1st FLOOR (4) 8D PER JOIST RAFTER / CEILING JOIST HEEL JOINT CONNECTIONS r� ROOF JACKS&VENTS DETAIL. PLATE/WALLSTUD PLATE ANCHOR 00NECTOVERPLATES o _4 4• o o O TO EACH STUD DRAWN BY: KS 2nd FLOOR (3) 8D PER JOIST ROOF PITCH 16D NAILS REQ'D PER RAFTER NOTES FAS7ENlR TYPE: SPACING: ol.. . �O , CLG. JOIST TO PARALLEL RAFTER (FACE—NAILED) (3) 8D EACH LAP No.B WOOD-SCREW BASED 36.O.C. O O O 11 ON 12 4 EMEEDN NTLENGTH CLG. JOIST LAPS ONo.10VOOD-SCREWS BASED 16`O.C, ANCHOF WITH 2IN,'VER PARTITIONS (FACE—NAILED) (3) SD EACH LAP EMBEDNENTLENGTH o I o I,0 111 0 0 COLLAR TIE TO RAFTER (FACE—NAILED) (3) 8D PER TIE o CIA LAGSCREW BASED 16,O.C. y APA FF SAME RATTER P�4 0 ANCHOF WITH 21N. .r BLOCKING TO RAFTI.R (TOE—NAILED) (2) 8D EACH END EMBE:DNNTLNCTH. I NG NAILED TO Cj • 2 •, O( O O Lp O I O THING TOP PLATE RIM BOARD TO RAFTER (END—NAILED) (2) 16D EACH END N OTES: O UGH VENT }"qPA FATED SHEATHING 2x4 OF aM2 SENDS 1. VALUES AS PER R802.5.1 9 (ALTERGRADE PLYWOOD WALLS7UD Il O RAFTER TO PLATE (TOE NAIL) (2) 16D O (ALTERMTIVE:�4 O.SB.) /^FTrRS ',}'APA PLYWOOD SHEATHING I O I O I0 O WINDOWSILL I PRE-MANUFACTURED KEEPSHEATHING 9h RIDGE VENT FOLDS MIN.1-1/2'MOM LOCATION USPNUMBER DESCRIPTION APPLICATION �, 057 ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS OVER RIDGE TO PEAK ALLOW V UPLIFT STRAP CONNECTION REQS O O IO O O CONFORM SLOPE FREE PASSAGE 4••6" RT10 303/4"xi8ge CONNECT TO EACH RAFTER Ii71 OF ROOF TYDOWN ANCHOR ROFESSIONP TOE NAIL (4) 16D ROOF-TO-WALL, WALL-TO-WALL, & WALL-TO-FOUNDATION FASTENER TYPE SPACING: I I I I B•-12• M20 21-1,/B"x2O8a wNNECTTOEACHRAFTER TYDOWN ANCHOR No.a WOODSCREW BASED B`O.C. ' ANCHOR WITH 21N. FACE NAIL (3) 16D ROOF SPAN 8D NAILS ® EACH END OF NOTES 2 WP. WINDOW OPENING EMBEDMENTLENGTH 0 0 1001 0 0 1 1/4" x 20 ga MTL STRAP No.SOWOObSCREWSBASED s•o.a ORWn RAFTER TIES TO RAFTERS (FACE NAIL) (3) 8D PANEL SPAN EQUALORSMALLER THAN ANCHDMENTL21N. EMBEDMENT LENGTH O LAGSCREW CEILING FRAMING 16' 5 A CIHORWITH NBASEO 16O.C. O O O EMBEDMENTLNGTH. p _ MULTIPLE PLYWOOD ASSECEILING JOISTS TO PLATE (TOE NAIL) (3) VD STUD CONNECTEDBLIES(2) TOGETHER STUDS CONNECTED T06ETHER THROUGH4700F EXHAUST VENTS O W TTH STAINLESS STEEL OR SELECTED AND LOCATED BY CONTRACTOR CEILING JOISTS — LAPS OVER PARTITION (FACE NAIL) (3) 10D GALVANIZED BOLTS W/WASHERS AND NUTS VENTILATION CHANNEL AS REQ. 2'-0'D.C. e NOTES. RAFTERS MAINTAIN YENTIU --E WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL BLOCKICKI NG CEILING JOISTS TO PARALLEL RAFTERS (FACE NAIL) (3) 10D 2.4 LEDGER LEDGER 1. VALUES AS PER WFCM 3.36 2x4 SOFFIT JOIST AS PER SEC,1609.L2,2015 IBC&NYS 2017 SUPPLEMENT:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) FASCIA V WINDBCRNE DEBRISPROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A GUTTER RAFTER WALL FRAMING MINIMUM THICKNESS OF&AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE ANOTWO CONnN.SCREENLb VENT STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO CONTIN.SOFFIT SECTION 16091.4,1609.6.6 AND TABLE 1609.t4.OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOTA SUBSTITUTION FOR ATTIC SHALL BE PROVIDED WITH A /aT•PLYWOOD TOP PLATE TO TOP PLATE (FACE—NAILED) (2) 16D PER FOOT SHEATHING NAILING REQS. DESIGN-PRESSURE.ALL OPENINGS MUST HAVE°ESIGN-PRESSURE UPGRADES WHERE APPLICABLE ALL PANELS MIST BE CUT TO SIZE MIN.NET FREE VENTILATING AR EA AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHATOPENING IT S TO COVER.HARDWARE NOT LESS THAN RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION MUST AOCOMPANYSHUTTERS FOR INSTALLATION. +OF THE AREA ROOF VENTILATION TOP PLATE ® INTEI�SECTIONS (FACE—NAILED) (4) 16D JOINTS - OF THE HALLB COVE ED EAyE DETAIL 2x6.2x8 Lsz6 180e.SLOPE HANDER APPLY TO EACH RAFTER LEDGER OPENINGS SHALL TI COVERED • EACH SIDE SPACING FOR 8D NAILS NOTES METAL MESH OPENIFSISTANT TROSION-RESTS OFj•IN 2Q0 15210 18JFA.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER EDGE FIELD DIMENSION. Ln STUD TO STUD (FACE—NAILED) (2) 16D ® 24" O.C. HEADER TO HEADER FACE—NAILED 16D 0 16" O.C. W (_ �— ( ) --F—J ALONG EDGES ROOF TOP OR BOTTOM PLATE TO STUD (END—NAILED) ((2) 16D PER 2„ x 4WITHIN 48 OF EDGE ZONE 6 O.C. 6 O.C. v J (3) 16D PER 2 x 6" r— I (4 16D PER 2" x 8" INTERIOR ZONE (FIELD) 6" O.C. 12" O.C. (� BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, (2) 16D PER FOOT GABLE ENDWALL / RAKE 4" O.C. 4" O.C. END JOIST, OR BLOCKING (FACE—NAILED) ""FTE " Z�l Q) SOLE PLATE TO JOIST OR BLOCKING 16D 0 16" O.C. WALL RIDGE e TOP OR SOLE PLATE TO STUD (END NAIL) (2) 16D WITHIN 48" OF EDGE ZONE 6" O.C. 12" O.C. O STUD TO SOLE PLATE (TOE NAIL) 3 8D OR INTERIOR ZONE (FIELD) 6" O.C. 12" O.C. LOCATION O USPNUMBER DESCRIPTION APPLICATION 2� 16 D ROOF ISTA24 L3/4"x24"2060.BTRAP APPLY OVER RIDGE TO EACH RAF" � ^ O DOUBLE STUDS (FACE NAIL) 10D 0 24" O.C. DOUBLE TOP PLATE (FACE NAIL) 10D ® 24" O.C. NOTES: '—' Q DOUBLE TOP PLATE, MINIMUM 48„ OFFSET OF END (8) 16D 1. VALUES BASED ON 16„ O.C. MEMBERS AND 5/8 CDX PLYWOOD SHEATHING. U JOINTS, FACE NAIL IN LAPPED AREA 2. FOR ROOF SHEATHING WITHIN 48” OF THE PERIMETER EDGE OF THE ROOF, INCLUDING _�_j 75 BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP (3) 8D 48” ON EACH SIDE OF THE RIDGE, THE 48" PERIMETER EDGE ZONE ATTACHMENTS SHALL Lo � �` BE USED. SOBFLOOR 3. VALUES AS PER WFCM TABLE 3.8, 3.9 2ND FLOOR WALL J015T t \ O v ! 1 PLATE (TOE NAIL) ' RIM JOIST TO TOP PLATE (TOE NAIL) 8D ® 6" O.C. STEEL BEAM SUBFLOOR J L L J 09 DO /—• TOP PLATES — LAIRS CSD CORNERS & INTERSECTIONS (2) 10D w6/2XSSTs4M MAXIMUM � • 2X6/2xB CONTINUOUS WOOD I PLATE BOLTED TO STEEL BEAM IST FLOOR WALL �.-SUBFLOOR WITHJj DILL BOLTS 94W O.C.STAG BUILT—UP HEADER (2 PIECES) W/ 1/2" SPACE 16D 16" O.C. ALONG =X`._,ol3T 4•x}x8`STEEL TOPAND80170M PLATE EACH EDGE STRAPPING TO BE ATTACHED TO WALL STUDS 948" STEEL BEAM WITH}•X 6•ANCHOR BOLT}'GROUT DC AND ALL WIN DOW/D00 R OPENING JACK STUDS PLATE(BOLTED TO BEAM) g 9'STEEL COLUMN(SO KIPS) CONTINUOUS HEADER (2 PIECES) 16D 16" O.C. ALONG FLOOR JOIST DEPTH USPNUMBER DESCRIPTION I APPLICATION DRAWING. EACH EDGE 4'-6" LSTA36 1-1/4'x36'18ga.STRAP STUDINSTAS ONALLL OPENINGS CK NOTCH JOIST AND ADJUST HEIGHT(WITH A NAILING PLATE IF NEEOED)TO 8E APROX,JJTYPICAL BEAM DETAIL 8••16' LSTA49 1-1/4`x48"16ga STRAP INSTA'.L 4'0"O.C.AND JACK OR HIGHER THAN STEEL BEAM TO ALLOW STEEL/BOTTOM BEARING SCHEDULES 8C DETAILS CONTINUOUS HEADER TO STUD (TOE NAIL) (4) 8D STUDS ON ALL OPENINGS KEEP JOISTS ALIGNEGE D)DE STRAPPING TO NEEP JOISTS ALIGNED) SIAM RAILING BUILT—UP CORNER STUDS 10D 0 24" O.C. BUILT—UP GIRDERS AND BEAMS — 2" LUMBER LAYERS 10D 3 SCALE: FLOOR FRAMING 1 /4 1 '-0" JOIST TO SILL, TOP PLATE, OR GIRDER (TOE—NAILED) (4) 8D PER JOIST . KING STUD , BRIDGING TO JOIST (TOE—NAILED) (2) 8D EACH END ENDWA1 ISSUE: CRIPPLE STUD 4•DIA MAXIMUM BLOCKING TO JOIST (TOE—NAILED) (2) 8D EACH END SIDEWALL WOODJOMT HEADER //1 BLOCKING TO SILL OR TOP PLATE (TOE—NAILED) (3) 16D EACH BLOCK FLOOR USP NUMBER DESCRIPTION APPLICATION GIRDER/HEADER JACK STUDS 2/20/23 BLDG. DEPT. SST ADS5 HOLD DOWN ANCHOR CONNECTTOISIDE OFALL CORNERS �- SUBMISSION TO FOUNDATION W/ANCHOR BOLTS is "I SPLICED JOISTS OVER HEADER/GIRDER LEDGER STRIP TO BEAM (FACE—NAILED) (3) 16D EACH JOIST 2ND AD56 HOLD DOWN ANCHOR ON BOTH BOT.PLATEOF 2ND FLOOR LOCATION USP NUMBER DESCRIPTION JAPPLICATION AND TOP PLATES OF IST FL CONNECT ---- "'- - 1 JOISTTO RTio TYDOWN CONNECTTO THROUGH THE FLOORS TO EACH OTHER LOCATION USP NUMBER DESCRIPTION APPLICATION JOIST ON LEDGER TO BEAM (TOE—NAILED) (3) 8D PER JOIST W/THREADED ROD. GIRDER/HEADER ANCHOR EA,W5T GUARD RAILING r ALLOPENINGS LSTA32 LS/4"x12"20GA STRAP APPLY TO EACH IACKSND AILOPENINS R73 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD - BAND JOIST TO JOIST (FACE—NAILED) (3) 16D PER JOIST BAND JOIST TO SILL OR TOP PLATE (TOE—NAILED) (2) 16D PER FOOT CEILING SHEATHING WALL SND GYPSUM WALLBOARD 5D COOLERS PER JOIST METALSTRAP ARM BOARD WALL SHEATHING SILL PLATE(S) DBL SILL PLATETERMRE s SHIELD SILL GASKET FOUNDATIONS„�'ANCHOR BOLT EMBEDMENT: 4• POURED CONOCKCRETE T PLYWOOD SHEATHING BL PLYWWALOOD STRAPPING TO BE ATTACHED TO WALL STUDS @ 48" USE W TTH BKA SQUAREWASHERS wooDJOLsr OC AND ALLWINDOW/DOOR OPENING JACK STUDS (USP LBPS58) BLOCKING P844 POST ANCHOR 5/16" — 1/2" 6D (SUB— PER FOOT 4 FLOOR JOIST DEPTH USPNUMBER DESCRIPTION APPLICATION FOUNDATION DIAANCHORBOLT WOOD GIRDER CONC.SLAB(AS REQ.) FLOOR WALL) ANCHOR BOLT CONNECTION SUPPORTING MAXIMUMSPACING 4`-B" LSTA24 1-1/4"x24"20ga.STRAP STUDS ON ALOL.C,AND LACK p (ROOF) STUDS ON ALI OPENINGS SILL PLATE TO FOUNDATION SSTORY T2.00 8D ROOF (CRAWL SPACE OR END) 8"-14" LSTA30 1-1/4"x30"18ga.STRAP INSTALL 4'0"O.C.AND LACK PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPACED DECK PIER PER PLAN STUDS ON ALL OPENI NCS SILL PLATE TO FOUNDATION 2STORY S6.OC AND OVER OVER BEARING WALLS AND HEADERS. _ (CRAWL SPACE OR FND) f ��' ' 8D PER FOOT 4 14"-18' LSTA36 3-1 4"x36"Sega STRAP INSTALL 4Y)"O.C.AND JACK WALL BOTTOM PLATE TO 1-2 STORY PER FIND.(SLAB ON GRADE) 19/32 — 1" STUDS ON ALLOPENINGS 67'OC Ev Li NAILING SCHEDULE NOTES: 1. NO MORE THAN 3 TOE-NAILS SHALL BE INSTALLED IN EACH SIDE OF A RAFTER OR CEILING JOIST WHEN FASTENED TO A 2" x 6" TOP PLATE. DRAWING N 0. 2. NAIL EACH LAYER AS FOLLOWS: 32" O.C. ® TOP AND BOTTOM AND STAGGERED; TWO NAILS 0 ENDS AND ® EACH SPLICE cRANU AR STEEL COLUMN 6 MIL POLY 3. SPACING FOR NAILING ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE CONC.SLAB RANULAR FILL SPACED 6" O.C. TO 48" FROM RIDGES, EAVES, AND GABLE END WALLS (MIN); SPACE GONG. FOTFILL TYP.CONC.END.DAMPPROOF CONC.FOOTING. MERIOR 6MIL POLY ON EXT. WOOD JOIST 4" O.C. TO GABLE END WALL FRAMING 4. LING JOIST REQUIREMENTS FOR LATERAL AND SHEAR CONNECTIONS AS PER WCFM ' GIRDEwH1ADER MIN.3•STEEL COLUMN ANCHORED TO KEYWAY FOOTING. 24724"x12"CONC.FOOTING WOOD JOIST .. REINFORCING BAR 3.3A; OTHER VALUES AS PER 3.1 AND NYS R602.3(1) DRAIN TILE ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR.IF ADMSET FIR JOISTS APROX,jr HIGHER THAN LVL HEADERS TO TYPICAL CONC.FOUNDATION APPLY PILASTERS ALLOW FOR SHRINKAGE&REDUCE BUMP OUTS, A AI � SET . WHERE NEEDED FOR STRUCTURAL BRACING. 0 7 � � � '\ /' OF