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HomeMy WebLinkAbout48277-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY 4 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 #: 48277 Date: 9/9/2022 Permission is hereby granted to: Hubbard, Dennis .._.._...._... .,...�,.................................. ............................. .._.._.._.._..._..................................................... ----- ......... 195 Greton Ct w.wH.k.._.w_w...www...._..ww--w-._w._. 9.5_2,....... .. ...�.�..........................................�...._.._.._................................................................................................._... .... ______.........._ Mattituck, NY 11952 To: construct rear deck addition to existing single-family dwelling as applied for. At premises located at: 195 Greton Ct Mattituck SCTM # 473889 Sec/Block/Lot# 107.-2-3.11 Pursuant to application dated .__....8/2./.20.22,,._._... and approved by the Building Inspector. To expire on 3/10/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $656.00 CO-ADDITION TO DWELLING $50.00 Total: $706.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1 179 Southold,NY 11971-0959 ' ,f Telephone (631) 765-1802 Fax (631) 765-9502 litta : �w � vsoilplt: rr'v Date Received APPLICATION FOR BUILDINGPERMIT For Office Use Only AUG11 PERMIT NO. -4 Building Inspector:.. N:3Ul1...DING DEE'_i.. Applications and forms must be filled out in their entirety.Incomplete TO�M'�Dl: OIJ-f-1� applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:07/22/2022 OWNER(S)OF PROPERTY: Name:Carolann Sulzer scTM#i300-107-2-3.11 Project Address:195 Greton Court Mattituck NY 11952 Phone#:631-905-5929 =ma=ilSebe8111 @gmail.com Mailing Address: 195 Greton Court Mattituck NY 11952 CONTACT PERSON: Name:Michelle Sarabia AMP Architecture Mailing Address: 10200 Main Road Unit 3A Mattituck NY 11952 Phone#:631-603-9092 Email:msarabia@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo AMP Architecture Mailing Address: 10200 Main Road Unit 3A Mattituck NY 11952 Phone#:631-603-9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name:Seberino Ramirez Mailing Address: Phone#:631-905-5929 Email:sebe8l11@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: Other Deck $ Will the lot be re-graded? ❑Yes 10No Will excess fill be removed from premises? ❑Yes 0No 1 ` PROPERTY INFORMATION Existing use of property:S� �(,�h'li1 �Id�� Intended use of property: �QO'll q i2nd(n Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes EAo IF YES, PROVIDE A COPY. O'Check BOX After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. 6Authcrri2ed Agent Application Submitted By(print name): Owner ' Signature of Applicant: Date: � � 04 STATE OF NEW YORK) $S.: COUNTY OF ` �- U m ) vfYr µ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the 19 (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/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 ? 20 '" ly �iry,Public ..... " ` .f? "'' Deborah Orlowski NOTARY %¢� Notary Public,State of New York No.01086290392 PROPERTY OWNER AUTHOR( ATI ` PueLlc QualilledinSuffoll:County a,+r Y�S�°y wyw, CONBllSSIOD `' QsNli (Where the applicant is not the owner) rC� residing at AMP ARCHITECTURE hereby authorize to apply on my behalf,tr tTowrt trP tho ° Uiling Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 /0 7 a_ 3 SSeSS��s g� SITE PLAN HATCH KEY: PROPOSED BUILDING ADDITION 77. d ® PROPOSED ACCESSORY STRUCTURE Q PROPOSED 2ND STORYLuw J Ca M Q +-' CV !Y •!` Ln �•, , O el O c VJ O II � r ..' d r a! (, ex '" 'A 4. i � y+ $+. r § f a •CU `^ ♦ < . - ._ - F •' R «•#.`y .n �'b -,, tva xq - � - _.`-d+" sII � _x R.- 2�. - - _....__.. ,r - - - - O x +'M a '+e` rrq �. , 'd *,�d aw ^ ,t... a rr c ,a..r. •. . :. - - : c: N O Q O a O a `3 f P # iF'r �♦'* 4 • ,. 'a ,.a,,, aew'.' � •�,' ` 8 .rc A ..� a n - A. ' F •4�§ ' "'fir r A�� ' - + f' I � +r. >t. Hr- _ „„,a, ��q ti, *. r'•' �, ,.fit ! , a p `4E p i t e t t „ ;Y ly 9 ,,.. 6 � ✓ Ir C� a t . s l ''d w�s`.Pyr w. .� 4 �v d'i . :r �✓ r+• .,p, �.t , a t f v 41 ♦ ,. r• aMC 1. ' 4 � i♦ - �A l4v`� 6":. i.. F... ,/h'`. T ^V� � la - '»! �y: �; .«„iy MjI "'r. e , , LOCATION MAP nnom`` SCALE: NT5 W 513042'10"E _--_ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - 241.52'- " FROJEC7 SCOFE : B- - PROPOSED REAR YARD UNGOVERED DEG< � I o Ir 1 FROJECT DATA : I 60' REAR YARD SETBACK I PROJECT 1 ZONING DATA \ TAX MAP # 1000-107-2-3.11 1 ZONING DISTRICT R-40 NO LOT AREA O.q ACRES PROF. I CofO - 51NOLE FAMLY \\ Mcl KVEPW O v DWELLING W/ ATTACHED 2 GAR #ZQ162; AUGUST Ilra ° 4 I GARAOE %\ m Im 1 - \ 24.0 O � CofO - DWELLIN6 RENOVATION #Z2318Q; AUGUST I�ia4 Z �2(o HATCH TO I w BASEMENT LOT COVERAGE � N Stu w - DESCRIPTION (FOOTPRINT) AREA % LOT � EXI5TINO 2 tIl I COVERAGE Y \ STORY HOUSE WITH — \ 6ARA&E (V -=TOTAL LOT AREA 40,000.0 S.F. ed 0 I I _ \ So\ 1 GARAGE DWELLING W/ ATTACHED 1551.2 S.F. 3.a% � 0 ,`3'l EXIST. 32.0 I — \ _ PROJECT: \ UNCOVERED O.O' EXISTING DECK 242.2 S.F. 0.690 DECK ° \PROPOSED DECK 1,140.0 S.F. 2.Q9b 22 O' I TOTAL AREA OF ALL STRUCTURES 2x21.4 S.F. 7.3� H U B BARD \ I "MAXIMUM LOT COVERAGE ALLOWED - 20% REAR DECK \ 5>:TBAGK REQUIRED SETBACKS - MAIN BUILDING -- ` \ I 95 GRETON COURT REWIRED EXIST. PROPOSED COMPLIES MATTITUCK, N.Y. 11952 FRONT YARD 50.0' -10.01 '10.0' Y DRAWING TITLE: SIDE YARD 20.0' 50.0' 50.0' Y BOTH SIDE YARDS q 40.0' 123.7' PROJECT LOCATION &SCOPE \ - SITE PLAN &ZONING DATA 0 to REAR YARD 60.0' 88.6' -11.01 Y --�'- ----- 62.2q' y% _ - NI3°1x'00"w PAGE: 0\ ,� \ \ \ o� GOU T - -- FADE <E� : ✓2\o NTON �/ - G-001m00 ORF \ - �60® � ,®® PROJECT LOCATION &SCOPE SITE PLAN & ZONING DATA DATE: 07/06/22 1 OF 3 GENERAL NOTES SITE LAYOUT NOTES: I. THIS IS AN ARCHITECT'S 51TE PLAN 8 IS ,#e SUBJECT TO VERIFICATION BY A LICENSED ,r'4;; •T `� 'r`M SURVEYOR. THE INFORMATION N1. c• REPRESENTED ON THIS SITE PLAN IS TO THE I ARCHITECT'S BEST OF KNOWLEDGE. g ®� ,®® PROPOSED FOUNDATION PLAN " . {I 2.SURVEY INFORMATION V4A5 OBTAINED PROPOSED FIRST FLOOR PLAN FROM A SURVEY DATED JULY 7, 1x78 AND PREPARED BY: DESIGN DETAILS _. RODERIGK VAN TUYL r.. _, �I ;\ I4. 4 _ Z � RO IS STREET _ ;`,Ij `i .j ; �1 1 •1;�sS.t's��.�''f t:r y� GREENPORT N.Y. I Ig44 SITE PLA �l TELEPHONE: (631) 477 1186 t 5- %� :11 rN" r;�� 6 i SCALE: 1 = 15'-0" NOTES $ SPEC 11=I CATIONS ������I>�T 10115 IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CON5TRUCTION DOCUMENT BINDED TOGETHER AT ALL TIMES. IT 15 AL50 THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, CARPENTRY SPECIFICATIONS,AND BE FAMILIARIZIMP WITH THE PLANS PRIOR TO WORK I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER(Fb = 875) UNLESS WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY BD. l BOARD INSUL. � INSULATION THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE 1. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT m OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BFE BASE FLOOD ELEVATION INT. INTERIOR 6ENERAL8PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF _ Q I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING,OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNTBLDG. BUILDING K KIPS (1000 LBS) W APPLICABLE BUILDING DEPARTMENT. " MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR . LLJ GREATER STRUCTURAL SAFETY OR DURABILITY,SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED SOIL BM BEAM MANU. SPEC.'S �MANUFAGTURER'S SPEGIFIGATIONS -� ca M 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT ALL DIMENSIONS, CONDITIONS, AND AFI-LICABLE INFORMATION OF EXISTING PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (I) 2"xb" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (I) TOW50. FT., U.O.N. B.O. BOTTOM OF MAX___ MAXIMUM Q +' (U 5TRUCTURE/51TE SHALL BE FIELD VERFIED BY GENERAL CONTRACTOR. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXI5TIN6 STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THI5 P5 FORMAT,AS _ _ -_ _ .- Lr) APPLICABLE AS A DERIVED WORK). 4. FOOTIN65 TO REST A MIN.OF 4'-0" BELOW &RADE,UNLESS BOT. l BOTTOM f MEGH. MECHANICAL 1 Of 0 4. AT FLUSH FRAMING USE 16 6A6E METAL JOISTS HANGERS BY "TECO" OR J 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES EQUAL OTHERWISE NOTED BOTTOM OF WALL AND AUTHORITIES HAVING JURISDIGTIC>N. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, MINIMUM -- O r-- PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED 0014CRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. MIN. ' 'INIMUM -1 _ O 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, 6YP5UM, HARDBOARD, AND STRUCTURAL - I � � Lr) W G.J. CEILING J015T NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1c188 `- b7 Z OF THE OWNER/BUILDER FLOORS,ROOFS,AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING b. NO I�AGK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS O O O RULES SPECIFIED IN I.I THROUGH 1.8. UNTIL I TIER OF FRAMING 15 IN PLACE. COL. COLUMN NYC BG NEW YORK CITY BUILDING CODE �� C9 U 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, SHALL BE CLARIFIED WITH THE ARGHI"TOVENOINEER BEFORE PROCEEDING U.O.N. LL LUMBER: ALL WOOD MEMBERS,USED FOR LOAD-BEARING PURPOSES, '1. FOOTINGS TO BE POURED CONCRETE OF SIZE 5HOWN ON DRAWINGS. CONT. CONTINUOUS -1 O.G. ON CENTER > X (V WITH THE WORK. INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED _ 7. ALL BEAMS,GIRDERS,ETC. TO HAVE MIN. OF 3-I/2" BEARING BY THE &RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY B. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLEDO O O 6. NO DEVIATIONS OR CHANGES THE STRUCTURAL SYSTEM SHALL BE MADE +-� WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH A5 THE SOLID WITH CONCRETE. DBL. DOUBLE OCG. OCCUPANCY .E: O m UNLESS APPROVED BY THE ARGHI +-� TEGT/EN6INEER. 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE D ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION c d Ln 1 Q O 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR 4. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. FFE DESIGN FLOO 'T. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS q• ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE IN516NIA OF THE 6RADIN6 A&ENCY WHICH COMPLIES WITH THE DIM. DIME 8NSION �I P. . POURED CONCRETE r G BEFORE THE START OF FRAMING 1'T REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-44. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 Ps.l., PL. 1 . DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. 10. ALL EXTERIOR SFfEATHIN6 SHALL BE NAILED A5 PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DAYS OF 4,000 U.O.N. D.J. DECK JOISTS PLATE ON PAGE 6-003. GENERALLY, 5HEATHIN6 15 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF AN51/ALTO A 140.1 STRUCTURAL GLUED LAMINATED II. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH PLYWOOD EA. E,4GI{ PLYWD. 4. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE ROOF AND IS OF _DX GRADE,UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN ELEV. ELEVATION P.T. PRESSURE TREATED 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL " WOOD i-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 EQUIP. 1 EQUIPMENT II. SUB FLOORING,GENERALLY,TO BE OF 3/4 THICKNESS AND OF CDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - REQ D REQUIRED 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS,THI5 (1) WALL TIE PER (3) 50. FT. EXIST. f EXISTING AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL Rl RISER PERMISSION FROM THE ARCHITECT. 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUPACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES,12. � APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-0" O.G.,TO DIRECT ANY CONDENSATION TO THE EXTERIOR. RM. ROOM RESPONSIBLE FOR DESIGN INTENT ONLY.THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS f , 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEI6HT5 AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: 51NOLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR� I FRESH AIR INTAKE � R.R. rROOF RAFTER `J RUNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. U51NO STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. FAR FLOOR AREA RATIO STL. STEEL 4_j J ry> 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF 1 1 1 14. PROVIDE 'X' GRO55 BRACING AT JOISTS, STUDS,AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS,THIS DOGUMEN,THE 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES F.A.V. FRESH AIR VENT S V. SMART VENT 14. THE CONTRACTOR SHALL KEEP PRI°MI5E5 REA50NABLY GLEAN AT ALL EXCEED 8'-O" AND AT EVERY V-O". GOVERNING BUILDING CODE,AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING, UNLESS APPROVED BY ARCHITECT/ENCINEER. NOl TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. RUBBISH,WASTE MATERIALS,TOOLS, ETC.,GLEAN 6LAS5 AND LEAVE WORK 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE FF rFINISHED FLOOR TBD TO BE DETERMINED ] -}- BROOM GLEAN. 5-003. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED 1-1. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY FF ELEV. TEMP GL. WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ARCHITECT/ENGINEER. FIRST FLOOR ELEVATION TEMPERED GLASS NING SCHEDULE AS �� 15. THE CONTRACTOR SHALL CARRY k,,ORKMAN'S COMPENSATION AND GENERAL I6. APPLY ALL CONDITIONS ADDRESSED IN FASTEC70VF-RNINO BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS A5 f F.J. FLOOR JOISTS V c LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES NECESSARY. SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 18. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND THK. THICK AND ORDINANCES. CONNECTED WOOD TRUSS CONSTRUCTION,THE TRUSS DE51ON DRAWINGS, WHERE EVER APPLICABLE. I1. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. FOUND. FOUNDATION T.O.W. TOP OF WALL Ib. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF 14. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A TREAD THE SUB-GONTRAGTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER 15. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE J015T AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJEG TIN6 VON EACH 51DE OF THE FOUNDATION WALL. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr L COMPLETION OF PROJECT. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, ASTM C37 5PECIFICATION FOR GYPSUM LATH, OR ASTM C'T4 CONCRETE SLABS TO HAVE 6x6 10/10 WELDED WIRE REINFORCING. FR. FRAME TYP. TYPICAL IT. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE: OWNER, SPECIFICATION FOR 6YP5UM SHEATHING BOARD. Q ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 14. AT ROUGH OPENINGS PROVIDE All APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FRPR. FIREPROOF U.O.N. UNLESS OTHERWISE NOTED AGAINST ALL CLAIMS, DAMAGES, LOSSE5 AND EXPENSES, INGLUDIN6 AS PER PAGE G-003. 1:T. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID 6 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 1611 WIDE x 8" ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF MEET THE PROVISIONS OF AN51/AHA AI35.4 BASIC HARDBOARD OF DEEP 8 3'-0" BELOW GRADE. FTG. FOOTING ,rVERT. VERTICAL THE WORK PROVIDED THAT ANY SUCH CLAIM,DAMAGE,LC55 OR EXPENSE (A) 20. 'P.T. SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. IS ATTRIBUTABLE TO BODILY INJURY, 510KNE55, DISEASE OR DEATH OR TO ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.8 STRUCTURAL PANELS: _ ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (B) 15 CAUSED IN METAL BY REPEATED BRUSHING,DIPPING, OR 50AKINO UNTIL THE WOOD H.D. HOLD DOWN ��w/ WITH WHOLE OR IN PART BY ANY NE6L16EN7 ACT OR OMISSION OF THE AB`-O�S NO MORE. ALSO,FOR HARDWARE USED WITH P.T. LUMBER, 1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY CONTRACTOR IS TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE HDR HEADER WD. WOOD EMPLOYED BY ANY OF THEM,OR ANYONE FOR WHO5E ACTS ANY OF THEM MAY MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS,FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (P5 1) CONSTRUCTION AND BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD,U.S. DEPARTMENT OF COMMERCE VOLUNTARY HN6R HANGER II ZR FOININGRESOLUTION PARTY INDEMNIFIED HEREUNDER. ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR - 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE HOR. HORIZONTAL 18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 EVALUATION REPORTS. -BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLAGIN6 A. TRU55 JO15T McMILLIAN 1.4E MIGROLAM OF CONCRETE,ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR B. GEORGIA PACIFIC 2.OE 6-P LAM 1.8.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET APPLICABLE CODES AND 600D PRACTICE. DEVIATIONS FROM THE DRAWINGS A. TRU55 JOIST McMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN ALL TO BE INSTALLED AS PER MANU. SPEC.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT - - AUTHORIZATION OF THE ARCHITECT/ENGINEER. STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. CLIMATIC 4 OEOORAPHIG DESIGN CRITERIA 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL PERTAINING ARE TO BE FIELD VERIFIED. CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY GROUND SNOW LOAD 25 LBS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EXISTING WORK 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. WHICH INTERFERES WITH NEN GONSTRUc�,TION IN A WORKMAN LIKE MANNER. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE BASIC WIND SPEED 130 MPH OUTER THIRDS OF THE: SPAN SHALL NOT EXCEED ONE-51XTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA A144.1 CELLULOSIC EXPOSURE CATEGORY B SPECIFICATIONS,UNLE55 NOTED OTHERN15E. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 020B STANDARD SPECIFICATION FOR IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. 22. PROVIDE FIRESLOCKIN6 AS PER NEW YORK ACCESSIBILITY STANDARDS. HOLE SHALL NOT BE OL05ER THAN 2 INC:HE5 TO THE TOP OR BOTTOM EDGES. SEISMIC DESIGN CATEGORY $ 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. WEATHERING SEVERE MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I COPYRIGHT PROTECTION ACT OF 1440 (AWCPA), WHICH HAS SEVERE PENALTIES. THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (P5- I), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE FR05T LINE DEPTH „ REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION OF THE HOLE SHALL NOT BE CLOSER THAN 5/8 TO THE EDGE OF THE STUD. REPORTS. CODES AND REFERENCE STANDARD:_ NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CRO55-5ECTION. TERMITE MODERATE TO HEAVY I. ALL NEW WORK PERFORMED SHALL. CONFORM TO THE 2020 NEW YORK 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE,2020 25. FOR NEW WALLS, A PERFORATED 5HEARWALL 5Y5TEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2."1. ICE BARRIER REQUIRED YES NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, Z STATE ENERGY CONSERVATION CONSTRUCTION CODE. NOTES, AND TABLES ON PAGE 6-003 d 6-004. THE FA5TENIN6 SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 SQUARE AND w SPECIFIES THE REOV NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING O WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME SCHEDULE).HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG SCREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ 0 CONSTRUCTION MANUAL BY THE AMERICAN FOREST d PAPER ASSOCIATION SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. SPEC-19). ASME BI8.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). (AFdPA) AMERICAN WOOD COUNCIL (AWG). HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUNDJFLOOR PLANS. 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE 22.3. TRU55 METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL ME51ON PLUMBING CODE. WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING GORE,AND ANY ADDITIONAL REQUIREMENTS STRUCTURAL MEMBER ALLOWABLE a WALL w/STEEL SHIMS d A MIN. 3/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. p MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS CODE. SECURE w/(2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS DEFLECTION 5. ALL ELECTRICAL WORK SHALL GCNFORM TO 201-1 NATIONAL ELECTRIC EXIST. WALLS k 12" LONG HOOKED BOLTS ® NEWFOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING 51ZE AND RAFTERS HAVING 5LOPE5 GREATER THEN 3/12 PO5TIN6 ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (a MIN. 16" GAGE ARE SPECIFIED, MINIMUM ASTM Ab53, STRUCTURAL QUALITY, L/180 CODE, NFPA"10 AND 2020 NEW YORK STATE ENERGY CONSERVATION WIDE 3 GouRSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.NJ. GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL W/NO FINISHED CEILING ATTACHED TO RAFTERS PROJECT: CONSTRUCTION GODS. HOWEVER,WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S INTERIOR WALLS d PARTITIONS H1180 H U B BA R D STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) d ANCHOR BOLTS, CODE EVALUATION REPORTS. GENERAL WIND PROTECTION CONNECTION NOTES: U.O.N. WITH TOP CAP5 ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG FLOORS a PLASTERED CEILINGS REAR DECK ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL w/6" RISE 4 w/(2) s/4"Q BOLTS THROUGH CENTER LINE OF VERTICAL LE65 22.5• NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 5TANDARD 1-/360 CONSTRUCTION;55TV 10-44 AND 2018 C60 HIGH WIND EDITION WOOD FRAME SET 6" DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PACE 6-003. SPECIFICATION FOR DRIVEN FASTENERS: NAILS,SPIKES, AND STAPLES. CONSTRUCTION ALL OTHER 5TRUGTURAL MEMBERS L/240 I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES FLOORS,STUDS AND ROOF FRAMING SHALL BE PROVIDED. SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE EXTERIOR WALL5 K/PLASTER OR 5TUG00 FIN15H H/360 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT MANUFACTURER'S CODE EVALUATION REPORTS. 195 GRETON COURT INCLUDED IN THE STANDARD BUILDING CODE,SECTION 2306 OF IBC SHALL EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 22.1. SCREWS: 50REW5 SHALL COMPLY WITH AN5I/A5ME B 18.6.1 MATTITUCK N.Y. 11952 WOODSCREWS (INCH SERIES). EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FIN15HE5 L/120 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL AREAS SHALL BE STAINLE55 STEEL OR HOT DIPPED GALVANIZED. DRAWING TITLE: 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL MECHANICAL CONNECTIONS: GENERAL NOTES SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE 5TRUGTURAL DESIGN LOADS PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPP051N6 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED USE LIVE LOAD DEAD LOAD RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER 15 BY "SIMPSON" MANUFACTURER. LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF EXTERIOR BALCONIES RAFTERS. 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES 40 psf IS psf INDICATED IN 'SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL DECKS PAGE: 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. LOADING VALUES,CONTRACTOR SHALL CONTACT ARCHITECT IF ANY 40 psf 15 psf LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "SIMPSON" "T. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY PA55AN6ER VEHICLE GARAGES 50 psf AS PER PLAN 16" WITHIN 4' OF EXTERIOR CORNERS. 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED ®®2 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER ATTICS WITHOUT STORAGE (MAX CLEAR HOT< 42) 10 psf 15 psf G- mOO TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. OF J" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF T' IN CONCRETE/MASONRY SPECIFICATIONS OF THE PRODUCT BEING INSTALLED ROOMS OTHER THAN SLEETING ROOMS 4o psf 15 psf DATE: 07/06/22 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS p p 2 OF 3 AND AT SPACING NOT EXCEEDING •4' ON CENTER. 1. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY ARCHITECT 5LEEPIN6 ROOMS 30 psf 15 psf 8. ALL CONNEOTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM STAIRS HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED 40 psf 15 psf BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. GUARDRAILS R AND HANDAIL5 200 psf 15 psf ,�� �� Oc of M.ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 12 psf FOR ATTICuJ d` p 15 psf FOR CATH. *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH A50E -I-I6 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER 5TRUGTURES) 1A 037413 T F0F �� . GENERAL SNr /50L <E%% : _ EX15TINO TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.O. STL. Q D EXISTING TO REMAIN WHEN APPLICABLE) = — — 8'-a" — — 2'-fo" — — 8'-�2"— 8'-�1/2" — 8'-�'2" O NEW FOUNDATION WALL - — — — — — W NEW WOOD FRAME (L.6. _ _ _ _ _ _ _ _ _ J cu 5TL. WHEN APPLICABLE) / _ I O Cy) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL ` I ` 2 Q ' N WOOD FRAME (L.O. STL. © POST FOR 4 WALLS k `�JJ WHEN APPLICABLE) (MIN. (2) 2"xb" 5TRUCTURAL I I m a 2 I O O b7 POST FOR b" WALLS), U.O.N. m I iv p O p O I _ _ O NEW 2-HR FIRE RATED r( �� �� m Z; >- co In WOOD FRAME (L.O. 5TL. I z o ® Z p WHEN APPLICABLE) (• C Cc a lol I c x :3 N O �_ (fl NEW (2) 2"x10" P.T. GIRDER I _ _ _ NEW(2) 2"x10" P.T. GIRDER _ _ _ I � O m � ul FOUNDATION PLAN NOTES EXTERIOR 5HEATHIN6 AS - I I I C N O -J Ln PER SECTION NOTES 2 2 : 0 c O KRS BEAM POCKET (TYP) PERSCTIONNOTESO iz BUILDING PAPER 4 HOUSE WRAP ? x FOUND d POSTS FOR WD. DECK. I TO FULLY OVERLAP FLASHING m I Q J J J I in OEXIST. STUD WALL n , WD. P.T. POST 4 P. GONG. PIER UPON FOOTING A5 PER r I ' Q z ® D(Q z ® Q I r W DECK DETAIL (TYP) "Z" FLASHING 5/4"xb" P.T. DECKING a M 1 FOR WOOD STAIRS ® GRADE_ L N. ON PLAW I O4" THK. P. CONC. PAD 8" WIDE x REO'D LENGTH UPON GAP FOR TION/DETAILS) 6" GRAVEL UNDER 2"x12" P.T. STAIR STRINGERS ® DRAINA6E I NEW(2) 2"x10" P.T. GIRDER _ _ _ NEW(2) 2"x10" P.T. 61RDER� _ _ _ _ MAX. W' O.G.,U.O.N. (MIN. 3 5TRINC3ERS) 2 TYPICAL LEDGER BOARD ® EXT. DECK: - a I U O - �' m o `�J 2 I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS -- /� 2. SECURED w/(2) 5/W (P x 5" LONG H.D. CAL. LAO BOLTS Q - 4'-9" W ® 16" O.G. m Q v 4 I z ® p O I - ..,}J 3. EQU H.D. 6ALV. JOIST HAN�SERS BY 'SIMPSON' (OR Z METAL DTT DECK TENSION f- J015T5 AS PER PLAN FASTENED w/(2) TIE BY 'SIMP50N' (OR 1- 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING d FLASHING W (L t r z R BENT OVER TOP EDGE OF LEDGER BD. 5/8" O x 5" LONG HEAVY DUTY GAL. EQUAL) z ® 5 5 - 5. SEE NOTED DETAIL LAG BOLTS ® I6" O.G. INTO MUD SILL d COUNTER RIM BD.;WHEN ® FOUND. WALL FASTEN FLASHING P.T. DECK JOIST w/(2) 515"0 x 5" LONG APPROVED STAIR d RAILING NOTE: MASONRY ANCHORS ® 16" O.G. AS PER PLAN I I I U NEW(2) 2"xl0" P.T. GIRDER _ NEW(2) 2"x10" P.T. GIRDER O I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4 Rt - - - - - - b MIN. 10" Tr - RISERS SHALL BE CLOSED' �EXIST. FOUNDATION WALL 2. 42" 1416H GUARDRAIL 4 SPINC,LE SPACING �f�1 6 1 I • NOT TO ALLOW PA55ACE OF A 4" -P SPHERE; �J b = m O 2 36" HIGH HANDRAIL d SPINDLE 5PAGIN6 NOT - d� V TO ALLOW PASSAGE OF A 4" (P SPHERE L1=DC CONNECTION I7T I L Q 3. 6RIPPABLE RAIL AS PER CODE m cV Q� I o �� - 4. RAILING TO BE STEEL A-101.00 ' X I m Q �� EXISTING 2 GAR X F�9 4 ul Q i SCALE: I = I'-C" GARAGE r �- z ® r CLOSED P. GONG. STAIR: -NO WORK- I. TYP. 42" RAIL AS NOTED " " P.T. 2.RAILINO SHALL BE H;ZOUOHT IRON IL MANU. PROVIDE VDECK BOARDS P.T. DECK JOISTS AS EXTERIOR GRADE PAINT AS FMG'D OR POWDER NOTED ON PLANS — — — - GOATIN6 - - J. - 3.SEE FOUND. PLAN d DETAIL 5/4" x REQ'D TYPICAL P. GONG. FOOTING d WALL CONSTRUCTION: HEIGHT P.T. RISER " ° " ° O • (2) 2"xb" P.T. SILL PLATES w/CAPPER TERMITE SHIELD d SILL SEAL 5/4"xb" P.T. Q EXISTING • ANCHOR BOLTS AS PER PAGE 6DECK BOARDS-003 `2"x BLOCKING ® EA. 2-STORY HOUSE • P. GONG. FOUND. WALL AS PER.DETAIL UPON • P. GONG. FOOTING AS PER DETAIL STRINGER TO MATCH SIZE -NO WORK- * ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR OF P.T. DECK JOISTS • B.O. FOOTING 3'-0" BELOW GRADE MIN. • 1/2" EXPAN51ON JOINT® PERIMETER OF SLAB (WHEN FASTEN 5TRINOER TO APPLICABLE) BLOCKING(MIN. 6 • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / FASTENERS) STOOPS (WHEN APPLICABLE) I" • MASON TO ACCOUNT FOR FIWM STONE ON THIN SET Typj FROFOS�I� FOUNDATION PLAN FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) 2"xl2" P.T. STRINGERS ® 16" 4" THK. x 8" WIDE x WIDTH O.G. (MIN. 3 STRINGERS ® SCALE: 1/4" = 1'-0" O I6"x8" DEEP P. GONG. CONTINUOUS FOOTING OF STAIR P. GONG. PAD EA. STAIRWAY) �I. I AS PER NOTED DETAIL (TYP) 2"xb" P.T. BLOCK IN BETWEEN EA. STRINGER. FASTENED TO m X NOTE ALLDEGKIN6 SHALL BE FASTENED P. GONG. PAD w/ 19/64" x i W COATED DEGKIN6 SCREWS BY S-1/2" CONCRETE SCREWS BY r "DECK MATE" (OR EQUAL) FLOOR PLAN NOTES CALIBURN" (OR EQUAL) - MIN. (3) SCREWS PER BLOCK qo,, MIN. (D STAIR 8 RAILING NOTE: GRADE GRADE I. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" RI d MIN. 10" Tr - RISERS SHALL 13E CLOSED fi 2. 42" HIGH GUARDRAIL b SPINDLE 5PAGIN6 NOT TO ALLOW PA55AC3E OF A 4" 4) SPHERE; 8"—,� 36" HIGH HANDRAIL d SPINDLE: 5PAGIN6 NOT TO ALLOW PA55AC3E OF A 4" 0 SPHERE Z 3. GRIPPABLO RAIL AS PER GODS 2 EXTERIOR NCOr7) STAIR 1�ETAI L 2 4. RAILING TO BE TIMBERTEGH 5/4" NEW TIMBERTEGH W�-fMBI=R A—101.00DEGKIN6 O SCALE: 3/4" = 1'-0" 0 I O - dJ H NOTE: NEW DN p I. IF FINISH MASONRY USED (SUCH AS (2) RI ® 2) RI BLUESTONE) - MASON TO ADJUST t t5 '7'S PROJECT: HGHT OF LANDING AS REO'D TO ACCOUNT FOR FINISH MASONRY 0 Q 2. ALL SURFACES SHALL BE PITCHED H U B B A R D Q a:� ® 1:485 AA WAY FROM BUILDING 0 d PROPOSED R Z 0 In 3. FOR SLABS ABUTTING FRAMING,INSTALL DECK - W COPPER FLA5HIN6 FROM 12"ABOVE AND J323 5 O J ADJACENT TO SLAB, BED ALL FLASHING REAR DECK I O I0 W m Q IN ASPHALTIC MASTIC m -CD 1 4"P.GONG.SLAB [() v < w/bxb 10/10 WWM } U= MIN. 4" BETWEEN EDGES OF I" UPON COMPACTED Q M, x 1-1/2" SQUARE BALUSTER (NP) FILL (STYLE TO SELECT) 6RAVE\ REBAR BENT TO MATTI UCK N.Y.611952_ 51 MPSON H2.5A RAFTER SLAB A5 SHOWN TIE (OR EQUAL) /\\j\\ 5/4" NEW TIMBERTEGH `}'�" a•� 5/4" NEW TIMBERTEGH \/j\ \//\/ > DECKING DECKING DRAWING TITLE: 5/4"x6" P.T. DECK • ° ��� \ \//\�// //\\// % ,y \/ j 6'/ / PROPOSED FOUNDATION PLAN (1) #4 REBAR 0 EA. c ,5 i� // ti // // // // // PROPOSED FIRST FLOOR PLAN STEP;3" GVR® ENDS ti • \\ \\ \\ \\ \\ \\ \\ y\/\/ (2) 1/2"cP HOT DIPPED 6ALV. / //\//\//\//\// HATCH LEVEL BOLTS ® EA. POST w/OVERSIZED / / /\\//\\//\\//\\//\\//\\//\\// - —y- _K/PROPOSED DECK P.T. D.J. AS = X =_ —WASHERS d END NUT PREBORED 10„ i� \ \\�\ \\ \\ \\ \\ \\ \\ \\/ p PER PLAN N- INTO BEAM, POST,DECK TIE d ��// / // /�/�// //�/ // // // X r _ RIM BOARD ASSEMBELY MIN. . i� /\/\/ COMPACTED /\/\/\� -'I— • e j////� /�IL� /j/ //j/ / Fz- EXISTING 2 GAR _m�, PAGE: z P.T. BEAM A5 NOTED x Xi \\ \ \\ \ ^NO WORK SOLID BLOCK ® 12" O.G. m Q �'� � \/\ #4 REBAR ® l0'/\/\/ � 2 SIMPSON DJTI4Z (I) I/2"� HD. 6ALV. THRU KEYWAY 2 x4r ° �fii \\//\\ 3. \\O.G. (MIN. 3) //\\//\\//\\//\\//\\//�/ y olmoo ( ) %� / /\/\/ \/ \/ \/ \/\/\/\/\/\/\ o O DECK JOIST TIE ®J BOLT w/OVERSIZED WASHER •< . ���� /\ / / / EA. POST 8 END NUT PIZEBORED INTO ° \/\ POST 8 DECK JOIST TIE .iiir. x, \ m c \\ \\ \\ \\Y\\ \\ \\ \\ \\ o "51MPSON" ABA44 OTE: ® COLUMN BASES �� \//\// /\//\//\//\//\//\/ ALL P. GONG. \//\//\// DATE: 07/06/22 3 OF 3 ,y 4"x4" P.T. POST 91 \ \\/\�.�2/\\/\\/\\/\\/\\/\\/ SHALL BE �P\ 4,000 PSI (MIN.) \//\//\// EXISTING II GRADE #4 REBAR CONT. ® 10" O.G. (MIN. 3) J \\/ \/\\/\\/\\/\\/\\/\\/ /\\/\\/ 2-STORY HOUSE ° II P / // // // // -NOWORK- 12"� '5ONOTUBE' FILLED II (1) #4 REBAR CONT. 11 \\ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ SOLID w/P. GONG.-� ou RC (MIN. 4,000 1=51) z #5 BENT REBAR ® 12" O.G. 8„ THK. P. GONG. WALL 1r\\ \ \//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\// PROPOSED FIRST FLOOR PLAN � �-�,'r - (U #4 REBAR CONT. \\/\\ \�/\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ , 1, r / \/ // SCALE: 1/4" = I'-o° t y'�= � o ° IS" WIDE x 12" DEEP /\/ /`�/ \/ P. GONG. FTG. 1ol \ //\\//\\/i\\/i\\/i\\/i\/i\\/i\\/i\\//\\//\\//\\//\\// �� , 0. i5l IT (2) #5 HOR. RESAR 4 '�� or- EXT. N0017) 17EGK 17ET. 4 EXTERIOR MASONRY STA I R DETA I L �.-101.00SCALE: 3/4" = I'-O" A-101.00 SCALE: 3/4" = 1'-0"