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HomeMy WebLinkAbout49989-Z TOWN OF SOUTHOLD tt �}µbw BUILDING DEPARTMENT TOWN CLERK'S OFFICE u 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 #: 49989 Date: 11/2/2023 ...___ ._._. Permission is hereby granted to: Hoeltzeb Maw 213 Orchard Way __IT_ITITITITITITITm ..._ _.. Wayne, PA 19087 To: Construct an accessory pool house/cabana to an existing single family dwelling as applied for per SCHD approval. At premises located at: 6190GreatPeconic Bay_Blvd, Laurelwww SCTM # 473889 Sec/Block/Lot# 128.-2-5 Pursuant to application dated 10/20/2023 and approved by the Building Inspector. To expire on5/3/2025. Fees: ACCESSORY $287.00 CO-ACCESSORY BUILDING $100.00 Total: $387.00 ��W —.... ........ �...._ Building Inspector � rrctVk TOWN OF SOUTHOLD—BUILDING DEPARTMENT �w Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 hltl)s:Hww-%v,southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only �.,»� k w ... + I w C PERMIT N0. Building Inspector„ Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:8/28/23 OWNER(S)OF PROPERTY: Name:Mary Hoeltzel SCTM # 1000-128-02-05 Project Address:6190 Peconic Bay Blvd. Laurel NY Phone#:610-401-1177 Email:mary.hoeltzel@cinga.com Mailing Address:213 Orchard Way, Wayne PA 19087 CONTACT PERSON: Name:Megan Carrick Mailing Address:PO BOX 877, Jamesport NY 11947 Phone#:631-804-3796 Email:megan.cmtarchitecture@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:Charles Thomas MailingAddress:PO BOX 877, Jamesport NY 11947 Phone#:516-702-3519 Email:cdthomas63@aol.com CONTRACTOR INFORMATION: Name:Hallock Builders Mailing Address: Phone#:631-722-3261 Email:info@hallockbuilders.com DESCRIPTION OF PROPOSED CONSTRUCTION ONewStructure ❑Addition ❑Alteration ❑Repair ❑Demolition EstimatedCost ofProject: ❑Other �— $ Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises? Dyes 5RNo 1 PROPERTY INFORMATION Existing use of property:Single Family Dwelling Intended use of property:Single Family Dwelling w pool house Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_40 this property? ❑Yes iiNo IF YES, PROVIDE A COPY. lg 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. Application Submitted By(print n Charles Thomas PAuthorized Agent ❑Owner Signature of Applicant: Date: 8/28/23 STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the ..............ik "1L (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 � 1v � day of ,20 3 No r P blic ErinMurphy-Aplokllb I+totary'Psabllo State of NeW York PIR ' IPE Ilii° UE.EIlly Al„)I lilt"(01 III .,,I„'ION County of Suftk ............................ REG#olMU1309038” (Where the applicant is not the owner) E�xplros April 14,20,,,'9j, N, residing at do 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 GARAGE 400 sq. ft. 1.3x SHED 96 sq. ft. 0.4X TOTAL 2.206 sq. ft. e.2x PROPOSED LOT COVERAGE OVER TOWN DEFINED BUILDABLE LAND (27,046 sq.. ft. DESCRIPTION AREA X LOT COVERAGE HOUSE & PORCHES 2,93e sq. ft. 1o.ex POOL HOUSE 324 sq. ft. 1.2X POOL e00 sq. ft. 3.0X TOTAL 4,062 aq. ft. 13.0'A �;^ rl:"�: " l RE: r t �",iae ^dawarl k�dl .'. V 3, .... 4 k ✓�i p .r y, p 'gfik w[[ w'°�q��S 0, V bw'�.',mpPort 1 vvitll THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. s - "J w ARCHI11 11 IF j TECT REVISIONS D E S C R I P T ION F 7MA I 'I 12 M 11ROOF SHINGLES PER ROOF SHINGLES PER—" - 11I / 12 - -- -SELECTION OF OWNER - --- SELECTION OF OWNER 1" X B" FASCIA 1" X 8" FASCIA1" X 8" FASCIA W/1"X2" OVER W/1-X2- OVER _ W/1-X2- OVER 24 10 SIDING PER SELECTION 5 4X6" TRIM 5/4"X6" TRIM - - - - _ 5 4X6" TRIM OF OWNER / " - --= / " - :. - -- m 8'-0" PLATE HEIGHT - - - - - - - - 8'-0" PLATE HEIGH 7'-0" T.O. WINDOWS 7'-0" T.O. WINDOW 5/4" WINDOW 5/4" WINDOW 5/4" WINDOW & DOOR SURROUNDS & DOOR SURROUNDS & DOOR SURROUNDS (TYPI CAL) (TYP CAL) (iYPICAI) 2 2 2432 of PANEL 1 PANEL 2 PANEL 3 PANEL 4 _40 o SIDING PER ELECTION 3156 30 56 OF1 411 11 1 OWNER EGF EG SS SIDING PER SELECTION OF WNER SI TNG PER SELE TION T.O. SLAB — OF OWNE 11 1 W11,4TW444 TAY 4w 111 T.O. SLA 18'-0" RIDGE 3'-6" 8'-8" 5-10" Simpson Strong—Tie 2 32 HDU (CORNER HOLD DOWN) 2 2 (TYPICAL THROUGHOUT, SEE DETAIL) $ n w 125 CFM XHAUST r O' fj01 125 CFM EXHAUST SEE � _ _ FAN TO EXTERIOR O . 0FAN TO EXTERIOR ® oo� U RATH 1 12 P��Q�' "X10" CLG. JST. 0 16" O.C. �Q9�� = 6'-0" 10-8 0 BATH/ HANGIN I " SHEET ROCK f�S, HANGING R00 R00 WALLS AND CEILING 0, 4.o S I of 0 8 W 1 1 n O 0W > 1" X 8" FASCIA W/1-X2- OVER 5/4"X6" TRIM ( I 2" 0" rr I M 2"X10' rr Q 10 8'-0" PLATE HEIGHT_ I ® 1 OC. r'.m ® 16 OC. I , I �_ 0 c� c� I fn X o to v) o z z W 7'-0" T.O. WINDOWS = I I z z I I p w 1 / ^ (O J J W W I 5/4" WINDOW I PROPOSED } PROP ED N & DOOR SURROUNDS > < I W P O L U/I POOL HOUSE (TYPICAL) = I �� POOL I o 1 ( HOL SF WHOUSE SMOKE w l z SMOKE Z ODETECTOR a0 ODETECTOR I J J M I i� CARBON =O ©�—© MONOXIDE--MONOXIDE I 1 DETECTOR IDETECTOR - 4" POURED CONCRETE SLAB M 4 MILL VAPOR BARRIER I 17'-0" ( ' J 0 T.O. SLAB 6" ACO SILL PLATE COMPACT do FILLED 2"xW 8" P.C. FOUNDATION WALL I I (3) 14' MICR LAM HEADER z W TERMITE SHIELD, SILL SEALER, _ (3) 14" MICROLAM HEADER 5/s" 0 DIA. ANCHOR BOLTS W/(2) #5 BARS, TOP & BOTTOM z $ 026"-0" D.C. CONTINUOUS ON 16"X16"X8" P.C. O FOOTING W/(2) #5 BARS 16017 DOOR \\\\ // Q 9'-0" 9'-0" 18°-0" uj —J Ridge Beam O 18'-0" RIDGE - - - - - - - - - - - - - - - - - - -- = RAFTER -- - - - - - - - - - - - - - - 8" r 16'-8" s" RAFTER TO WALL Simpson Strong Tie (14) 10d x 1 1/ ` FASTENER S-20 11LIG 8" MIN. LLAR WITH (7) 1 dTIES @3C0 MON NAILS PER RAFTER INSTALLED OVER PLYWOOD Charles M . Thomas,, Ira� I I RIDGE STRAP TIE a r c h i t e c t "Y ROOF I UNEXCAVATED I SCALE: N.T.S. PO BOX 877 JAMESPORT, NY 11947 (631) 127-7993 POOL HOUSE I I 4" POURED CONCRETE SLAB I o I OVER 6 MIL. POLYETHLENE CONNECT TO APPROVED ————T—�t I 1 I I VAPOR BARRIER ON WELL I TFE °0 I COMPACTED POROUS FILL I PROJECT F.A.I.&SANITARY SYSTEM �CI�17 Y A-YV I I o I ` I I o l l SINK I LAV I W;w I I I I •I FRESH AIR INET MTS12 � II I° I SLAB a I I 8" POURED CONCRETE FOUNDATION I WALL ON 8"X16" POURED I MSTA I CONCRETE FOOTING CONNECT TO APPROVEDI_Lr P•V•C•�PUCHED��� I POOL HOUSE " D58 D10 F.A.I.&SANITARY SYSTEM AS PER N.Y.S.CODE I I � o0 II L - - - - - - - - - - - - - - - - —j PLUMBING RISER DIAGRAM I00, I Simpson Strong—Tie SCALE: N.T.S RAFTER TO WALL ADJUSTABLE HANGER DATE: 2/2i23 PROJECT No. SCALE: N.T.S. SCALE: N.T.S. DRAWING BY. CMT CHK BY. DWG No. W- 008-00 80F8 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WTH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TOP PLATE FRAMING TO ACCOMADATETABLE R 301.7 CORNER AND PARTITION POSTS ALLOWABLE DEFLEC11ON OF STRUCRURAL MEMBERS PIPING — R 6 0 2.7.2 STUCTURAL MEMBER ALLOWABLE RAFTERS AND CEILING DEFLECTION JOISTS OR APPROVED ROOF TRUSS TOP PLA-ES RAFTERS W/ GREATER L/180 #, , SLOPES THAN j W/NO TOP PLATES - FINISHED CEILING SECOND STORY TOP PLATE— WW rrMM TABLE 3.1 ATTACHED TO RAFTERS TOP PLATE SEE DRILLING AND 16d NAIL AT 24" O.C. GYPSM BOARD INSTALL�U IN STUD INTERIOR WALLS AND H/180 NOTCHING PROVISIONS ACCORDANCE WITH PARTITIONS - JOIST IS PERMITTED TO FLOORS AND PLASTERED L/360 STUD BE CUT OR NOTCHED BORED HOLE MAX CEILINGS FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— SEE DRILLING AND SEE DRILLING AND DIAMETER 60% ME OTHER STRUCTURAL L/240 BORED HOLE z NOTCHING PROVISIONS OF STUD DEPTH o 0 BOTTOM PLATE NOTCHING PROVISIONS WFCM SECTION 3.3.1.1.1 1/3 SPAN 1/3 SPA WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL EXT. WALLS W/ PLASTER OR H/iso OF STUD DEPTH _ 5 8" MIN. TO EDGE STUCCO FlNISHE „ NSTALLED IN ACCORDANCE 5/8 MIN. TO EDGE d NAIL AT 6" O.C. EXT. WALLS-WIND LOADS L/240 WITH WFCM TABLE 3.1 WITH BRIrnE a ALL PANEL EDGES) (b) FINISHES a T JOIST ENDS TO BE 8d NAIL AT 12" O.C. ON ALL EXT. WALLS-WIND LOADS L/240 5/8" MIN. TO EDGE — FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE a FINISHES I NOTCH MUST NOT EXCEED FOR BLOCKING BLOCKED AGAINST PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH TOP PLATE \--BAND JOIST ND BRIDGING ROTATION IN ACCORDANCE (a) CORNER DETAIL a. The wind load shall be OR BLOCKING SEE WFCM SECTION 3.3 permitted to be taken as o.7 times the cn WITH WFCM 3.3.1.3—END RESTRAINT GYPSM BOARD INSTALLED IN component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT w AND 3.3.1.4 BRIDGING d NAIL AT 6" O.C. ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT deflection limits herein. BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% o FARING ALL PANEL EDGES) BE LOCATED IN THE SAME b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH THEN STUD MUST BE WALL CROSS SECTION OF CUT OR of the cantilever. DOUBLE AND Ndi MORE THAN TWO 5/ MIN. TO EDGE c. For aluminum structural members or paneles used in roofs or SUCCESSIVE STUDS ARE DOUBLED 1 IN.x4 IN. RIBBON walls of sunroom additions or patio covers, not supporting edge of AND SO BORED cO CUT INTO STUD — glass or sandwich panels, the total load deflection shall not LAP JOIST 3 IN. MIN. z cv BAND JOIST exceed L/60. For sandwich panels used in roofs or walls of —BOTTOM PLATE FOR FIRE BLOCKING o WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall � N OR BLOCKING 16d NAIL AT 24" O.C. INSTALLED IN ACCORDANCE WFCM 2015 SBC HIGH WIND EDITION not exceed L/120 > JOIST o WITH WFCM TABLE 3.1 TABLE R 301.2.2.2.1 WFCM 2015 SBC HIGH WIND EDITION elf SILL PLATE WALL BRACING ADJUSTMENT FACTORS BY ROOF e ° SECTION 3.4.3.1 .1 FIGURE 3.3B � SECTION 3.4.2.1 .1 FIGURE 3.3 A CRAWL SPACE 8d NAIL AT 6" O.C. ON ALL COVERING DEAD LOAD OR BASEMENT SUBFLOOR FRAMING MEMB,�RS AT PANEL NOTCHING AND BORED HOLE LIMITATIONS NOTCHING AND BORED HOLE LIMITATIONS FOUNDATION ° MONOLITHIC EDGES AND 12 O.C. ON ALL ROOF/CEILING ROOF/CEILING SLAB-ON-GRADE (b) INSIDE CORNER DETAIL PANEL EDGESBERS NOT AT FOR INTERIOR NONBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMINGNOTCHING AND BORED HOLE LIMITATIONS EXTERIOR CORNER FRAMING ROOF ONLY 1.0 1.2 FOR EXTERIOR BEARING AND INTERIOR 2x4 CONTINUOUS 0 BEARING WALL l ROOF PLUS ONE STORY 1.0 1.1 �� L ( LATERAL BRACE AT 6 O.C. N NON—BEARING WALLS: R602.6 CX. 2 FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) 0 TYPICAL WALL, FLO 0 R & ROOF FRAMING JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED Ld WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILS (n N ROOF FRAMING DOUBLE TOP PLATE FOR WOOD STRUCTURAL PANELS G TRUSS OR CEILING JOIST 0 F A S T E N E R S P A C I N G (inches) SEE STUD TO RAFTER z W FASTENER SPAN 4 FEET 6 FEET BLOCKING SECTION A—A C PLE TVD IOR STUD TO STUD DETAIL GABLE END TRUSS < 4 FEET < PANEL SPAN < PANEL SPAN ENDWALL - CONNECTORS Q 0 TYPE — < 6 FEET < 8 FEET 1/Y SPACING A A R QUIRED of 0 0 ALLOWS E CH SIDE i N0. 8 WOOD SCREW " » HOLDDOWN 10-8d 0 ANCHOR WITH 2" EMBEDMENT 16 10 8 INSTALLATIONT— NAILS HEADER STUDS ULL LENGTH 5d COOLER NAILS AT 10" O.C. 0 J LENGHT DOUBLE A A WA STUDS ,� �— < ,� CORNER STUD NOTE: 2x4 BLOCK NAILED TO EACH AT'HA WN E ° o ° CONNECTED TO BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS NO. 10 WOOD SCREW 16" 12" 9" HOLDDOWN ° o TRANSFER SHEAR TYPIC L AT EACH END OF HEADER AND GYPSUM BOARD z ANCHOR WITH 2 EMBEDMENT (HDU) ° CONN CTO S N UPL T AT BOTTOM OF HEADER STUDS IN LENGHT ° 0 NOTE: SIMILAR REQUITED C0\INEC1CR ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7" O.C. W UIR WALL STUDS AND AT TOP AND ° 2-16d coMMON FOUNDATION. R z BOTTOM OF CRIPPLES 20 GAUGE STRAP z Q ° NAILS AT 6` LL FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT 1/4" LAG SCREW BASED ANCHOR 16" 16" 16" SIDE WALL 10-8d NAILS � n W WITH 2" EMBEDMENT � IND CONNECTIONS FOR OPENINGS Q W LENGHT si,B��R (WFCM FIGURE 3. 6) 8d NAIL ry A L AT 4 O.C. ENDWALL STUDS u a. THIS TABLE BASED ON 180 MPH WIND SPEEDS ANDA 33 FOOT MEAN ROOF HEIGHT. FACE OF FOOTING CEILING BRACING GABLE ENDWALL b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. BAND JOIST 12" MAX. (WFCM FIGURE 11 c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN EMBEDMENT LENGHT OF NOT LESS THAN 2" INTO THE BUILDING FRAME. N � AILS BASED ON o SHEAR WALL REQUIREMENTS FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. X Uj O d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING ;: TOP PLATE o PROVIDE RAFTER TO VIBRATION—RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT ° H NO CEILINGRIDGE TENSION STRAP _ DIAPHRAGM CENTER 2x BLOCKING RIDGE HANGERS IF USE 8-8d COMMON NAI S LESS THAN 1,500 POUNDS. o H/2 BUT NEED OT �y H/ BUT NEED NOT REQUIRED ON SHEATHING JOINT RAFTER TAILS ARE NOT I" N EXC ED 15 FT. AX. EXCEED 40 FT. MA EACH END OF 1-1/4 0 WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) ° ° ° ° 15,/32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP ~ N HOIDDOWN ° ° CORNER STUD 0 GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW Z (HDU) o ° CONNECTED TO BASED ON SHEARWALL REQUIREMENTS ROOF RAFTER o '�"" GABLE ENDWALL BALLOON FRAMING 0 FOUNDATION CLEARANCE FROM SLOPES ::7 20 GA. STRAP— DOUBLE( IN) PREFERRED METHOD z 14" WIDE MIN. AT HARDWARE 8d NAIL AT 12'� O.C. ON o RAFTER O W/(8) 8d NAILS HOLD DOWN ALL FRAMING MEMBERS EACH SIDE BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES 3 WINDOW AND DOOR OPENINGS: GYPSUM BOARD Z (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM W RIDGE BEAM 16d NAIL AT � 4.J M FLOOR TO FLOOR PHD5 24" RIDGE TENSION STRAP DETAIL- CZ 'r:'-' CONNECTION ° TABLE R301 . 5 NOTES FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING — EXTERIOR WALL STRAPPING SCHEDULE 8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. T O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN T A B L E R301 . 5 0 a) 20AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDO S NOTES EDGES SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND - NAILS ) SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO C' S i m p s o n Strong — Tie RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER NAILING SCHEDULE (TABLE 3.1, OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS ( -- $-8d TO STUD CONNECTION CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 } A35— Chimney Framing 2-8d TO PLATES WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE z ._ TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT LIVE L 0 A D FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d CON C PER EVERY STUD (A) OUTSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745NLECTION EVERY STUD REQUIREMENTS. `�' S� 2 cc 3 ROOF FRIDGE DETAIL_ 4-8d TO PLATE GYPSUM BOARD c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE o 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND .0 Q * NOTES: SIMPSON STRONJATALOG TIE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 40 (� `n 3 SCALE: N.T.S. SIZE PER MOST RECENT INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL PANEL � CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND SID WALL d A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT EDGES) ANY POINT ALONG THE TOP TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. e DECKS 40 V NAIL PENETRATION INTO FRAMING IS ACHIEVED. e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR WOOD STRUCTURAL WALLS. PASSENGER VEHICLE GARAGES 50 f. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE ®II * INSTALL THROUGH FIRST FLOOR SHOE. PANEL INSTALLED IN HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED V L X ®I ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 o ® NAILING SCHEDULE16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED m ®I (TABLE 3.1, WCFM 2015 Q 24" O.C. NOT BELOAD ASSUMED REQUIREMENT. 0 O ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 ®( HIGH WIND EDITION) 3 U g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS ROOMS OTHER THAN SLEEPING ROOMS40 a ®I z FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR ® 8d NAIL AT 6 O.C. 0 ``' CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30 AT PANEL EDGES AND (g) INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE 12" O.C. ON ALL PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO FRAMING MEMBERS NOT ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER AT PANEL EDGES BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS 200 SHEET NO. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE ( 2 CORNER BRACING DETAIL TOP OF THE BOTTOM CHORD AND BOTTOM OF ANY OTHER TRUSS 0 MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET: 1. EP. �•• o EXTERIOR CORNER FRAMING ORTFRAMEDCOPEN NGAREASIN ACCORDANCE WITHACCESSIBLE BY AULL sECTION08 7STAND AY 3 SCALE: N.T.S. 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN Simpson Strong— Tie 2:12. h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED HDU TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. TABLE 3.2A WFCM 2018 HIGH WIND EDITION) 3. 1 WFCM 2018 HIGH WIND EDITI0N ) � The design of this structure is based upon prescriptive approach using the (TABLE- SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2018 130 MPH COPYRIGHT 2015 SBC NAILING SCHEDULE ONNEC11ONS RESISTING UPLIFT. ATERAL & SHEAR DS published by The American Forest and Paper Association. Non- Structural elements G E N E R A L N 0 T E S: MAX. ANCHOR BOLT SPACING (INCHES) are based upon the 2020 NEW YORK STATE RESIDENTIAL CODE. t ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 1. All works shall be performed in accordance with all state, RESISTING SUPPORTING For the Climatic and Geographical Desi n Criteria, see Table R301.2 1 on g ( ) municipal, local zoning and building codes and ordinances I JOINT DESCIRIP11ON NUMBER N NAILS NAIL SPACING P ' g g 1/2" ANCHOR BOLTS 3t sheet no. 1 having jurisdiction and best standards of construction COMMON NAILS t - FLOOR 9 All non engineered lumber to be Douglas Fir#2 or better practice. LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 48 P RAFTER TO TOP PLATE TOE-NAIUED Wind Limitations-Section R301.2.1 f^�f. 4-8d PER RAFTER/STUD 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2B The American Institute of Architects Conditions shall apply Design Criteria-Section R301.2.1.1. (See Table R301.2.(4)A for Wind-Born Debris to all work performed on this 2 WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANCHOR BOLT SPACING SHALL NOT EXCEED THE p project. CEILING JOIST TO TOP PLATE TOE-NAILED) 4-8d PER JOIST LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 3.2C) OR LATERAL AND SHEAR LOADS (TABLE 3.2B). Protection Fastening Schedule For Wood Structural Panels) 2. The Contractor shall verify all conditions at the site. Any 3. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 130 MPH. discrepancies must be brought to the attention of the Architect CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 9-16d EACH LAP 4. IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED 6 FEET ON CENTER. Live Load-Section R301.5 prior to commencement of construction. The Contractor shall be Light and Ventilation-Section R303 responsible for corrections not reported once he has started work CEILING JOIST OVER PARTITIONS FACE-NAILED 9-16d EACH LAP Minimum Room Area-Section R304 except for hidden job conditions. z 6-8d PER TIE Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and p COLLAR TIE TO RAFTER FACE-NAILED Sanitation-Section R306 equipment incorporated in the work will be new, and that all work _ BLOCKING TO RAFTER TOE-NAILED 2-8d EACH END Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects for a period Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. (- TRIM BOARD TO RAFTER END-NAILED 2-16d EACH END Garages and Carports-Section R309 4. The Architect shall not be responsible for the construction means, Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety WALL FRAMING Means of egress-Section R311 precautions and programs in connection with the work, and he � 6d SEE NOTE 1 PER FOOT Landing-Section R311.3 shall not be responsible for the contractors failure to carry out v TOP PLATE TO TOP PLATE FACE-NAILED 2-1 ( ) Romps-Section R311.6 the work in accordance with the construction documents. The TOP PLATE AT INTERSEC11ON FACE-NAILED 4-16d JOINTS - EACH SIDE Stairway-Section R311.7 Architect shall not be responsible for the acts or omission by V) Handrail-Section R311.7.8 the contractor No changes shall be made in the documents w STUD TO STUD FACE-NAILED 2-16d 24' O.C. Guards-Section R312 and/or the building as designed without the expressed written p Smoke Alarms-Section R314 consent of the Architect. HEADER TO HEADER FACE-NAILED 16d 16" O.C. ALONG EDGES Carbon Monoxide Alarms - R315 5. The contractor and all subcontractors shall maintain continuous TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 20 STUD Foam plastic-Section R316 insurance coverage statutory policies (Worker Flame Spread and Smoke-Section R315 Compensation, etc.) and general liability in an mount not V) 3-16d PER 2X6 STUD Insulation-Section R316 4-16d PER 2X8 STUD Dwelling Unit Separation-Section R317 less than $ 5 million and automobile liability and damage o \ cv Moisture Vapor Retarders-Section R318 coverage not less than $ 2 million. The Architect shall be in N d FACE-NAILED 2-16d (SEE NOTE 1,2) PER FOOT Protection Against Decay-Section R317 6a Ped insured n u0.025" of a meatal) shields other than aluminium, over fibrous ui \ FLOOR FRAMING Protection Against Termites-Section R318 insulation at all perimeter am sills. `o Site Address-Section R319 4-8d PER JOIST Accessibility-Section R320 7. All wood in contact with concrete or masonry to be Wolmanized JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED Elevators and Platform lifts -Section R323 or pressure creosoted. 2-8d Flood Resistant Construction-Section R324 8. A single station smoke detector alarm device shall be installed BRIDGING TO JOIST TOE-NAILED EACH END in each bedroom, on all floors and shall be all interconnected per code. BLOCKING TO SILL OR TOP PLATE I TOE-NAILED 3-16d EACH BLOCK Foundation-Chapter 4 9. All bathroom without operable windows to be mechanically ventilated Design based upon presumptive load bearing values of sandy gravel and or gravel as per New York State Code. LEDGER STRIP TO BEAM FACE-NAILED) 3-16d EACH JOIST at 3000 pounds 10. Heating to be designed to provide 70 degrees F. with outdoor 3-8d PER JOIST per square foot. Contractor to consult Arcitect if different soil materials are designed air-temperature of 0 degrees F. and 15 MPH wind. JOIST ON LEDGER TO BEAM TOE-IJAILED found upon excavation, 11. All electrical work to be in accordance to the rules and O BAND JOIST TOJOIST END-NAILED 3-16d PER JOIST or test hole, for alternative footing and foundation wall design. regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is to be presented to the Owner at the completion of the job. N BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 2-16d PER FOOT Foundation Notes: 12. Plumbing Installation to comply with State and Local codes I- LU O 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing and the sewage disposal system to meet Health Department standards. W BLOCKING TO FLOOR JOIST TOE-NAILED 2-8d EACH END 8" poured concrete foundation wall, 8'-0" high, 3000 # test 13. Do not scale drawings. Use figure dimensions only. ^I Minimum depth-Section 403.1.4, 48' minimum coverage to to of footing 14. All work to conform to the rules and regulations of the New York ` V ROOF SHEATHING P g P g Energy Conversation Construction Code. All glazed area to be double 16"x8" poured concrete wall footings, 3000# test glazed and all exterior door to have insulated cores. STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16" OC 8d 6" EDGE 6" FIELD 2-1 3/4"01 7/8" Microlam Girder (or 3 1/2"01 7/8" Power Beam) 15. The insulation protection as indicated on these plans exceeds z W 4" poured concrete floor slab with 6x6x 10 mesh and vapor barrier W GABLE ENDWALL RAKE OR RAKE TRUSS W 0 GABLE OVERHANG 8d 6" EDGE / 6" FIELD P # P the Code's minimum standards. Damp proofing at exterior foundation below grade-Section R406 16. These drawings and specification are instruments of service andj GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OUTLOOKERS 8d 6" EDGE / 6" FIELD 30"00"02" deep poured concrete column footings, 3000# test shall remain the property of the Architect whether the project for > O 8d 4" EDGE 4" FIELD CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT " which they made is executed or not. They may not be used Q GABLE ENDWALL RAKE OR RAKE TRUSS W LOOKOUT BLOCKS / Deck and porch flootings as noted, 3000# test, 48 minimum buried depth on any other project except by written authorization of the Architect. CEILING SHEATING 17. Architect has not been retained for site supervision, on-site U Foundation wall to extend a minimum 8" above finished grade inspection and certifications as required or requested by the Owner, Q GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD All footing to be carried down to undisturbed soil contractor or local building department. No footing shall be set higher than a 30 degree angle from any other footing J WALL SHEATHING Pour no concrete on frozen ground or in freezing water. O 8d 6EDGE 12" FIELD Provide 3 1/2' steel lally columns. �- Q STRUCTURAL PANELS STUDS SPACED UP TO 16" OC " / Backfill shall not be placed against the wall until the wall has sufficient UPLIFT - CONTINUOUS PATH CONNECTORS strength and has been anchored to the floor above, or has been sufficiently CC braced to prevent damage by the backfill (Section R404.1.7.) USE SIMPSON STRONG-TIE CONNECTORS L Floors - WFCM Prescriptive Method. FOLLOW PRODUCT SELECTION GUIDE AND z Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. INSTALLATION MANUAL FOR HIGH WIND RESISTANT Draftstopping - Section R502.12 CONSTRUCTION CATALOG C-HW02 0 W GYPSUM WALLBOARD 5d COOLERS 7" EDGE 10" FIELD Fireblocking - Section R502.13. Q / ANCHOR BOLTS IN FOUNDATION USE: W Floor Construction: SSTB28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie 3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING Q Floor joists: see Foundation and Floor Plans, spacing as noted. U210 2X6 Q Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER W 2-2x6 ACID sill with termite shield and sill seal. LTP4 16" O.C. AT EXTERIOR PERIMETER Q W Finish floors per agreement. AND GARAGE/HOUSE COMMON WALL 4-10d x 1 1/2" Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END FLOOR SHEATHING Wallframing and finishing shall be nailed and or screwed in accordance with GARAGE STUD GARAGE SILL PLATE USE: WFCM, Table 2 and Section 4 SSP CONNECTOR AT 16" O.C. NOTE' 1x6 fascia, wrap USE (4)-8d NAILS AT EACH END ATTACHI LEDGER TO FRAMING STRUCTURAL PANELS Overhangs as noted. 1' OR LESS 8d 6" EDGE 12" FIELD Vin vented soffits. RIM JOIST TO STUD CONNECTION USE: L:::--L. MEM13ER WITH 2-1/2" X 5" LAG Alluminum gutters and leaders. Siding: see Elevations. " lOd 6" EDGE 6" FIELD T ek housewra MTS 36, GREATER THAN 1" / yv p USE (4)-8d NAILS AT EACH END BOLTS AT 16" ON CENTER 1/2" plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. ( )- 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate FLOOR 6, FLOOR CONNECTION USE: 1/2" Gypsum wall board MSTA 36, 16" O.C. USE (4)-8d NAILS AT EACH END 5/8"Type X GWB in garage. (2) layers I" GWB at fire partition Simpson Strong-Tie `- 1/2 MR GWB in wet areas p g N At least one window in each sleeping room shall comply with the exit re irements RAFTER TO STUD CONNECTION USE: 0 P 9 P Y q MTS 36, EACH ROOF RAFTER U210 2X6 F- of section R310. USE 8 16d NAILS AT EACH END N Note drilling and notching limitations in figure R602.6(1) for bearing walls and RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST Z SIMPSON STRONG - TIE figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER Q Follow exterior corner framing detail figure R602.10.5 4-1Od x 1 1/2 (� 7) 1 1 /4" COIL STRAP - DECK POST TO CONCRETE CONNECTION USE: Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles PBS44A FOR EACH POST " shall have minimum of six 6 fasteners 16 O.C. USE 4-8D ( ) per shingle (section R905.2.5) DECK POST TO GIRDER CONNECTION USE: � NAILS AT EACH STUD Underlayment application (Section R905.2.7.)nailing see table 3.8 �► SIMPSON H-8 USE W/ONLY SIMPSON For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- PC44 FOR EACH POST < J MIN OVERLAP IS 12 W ANCHOR BOLT (14") percent slope), o 5- 8D TO STUD ONE SILL BP-3 PLATE up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), GIRDER TO DECK JOIST CONNECTION USE: $IR1pSOn Strong-Tie 4- 8D TO PLATE PLATE IN MTS12 ® EACH JOIST U210 2X6 (EVERY STUD) STUD TO S 7" MINIMUM EMBEDMENT underlayment e shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PORCH POST TO DECK USE: ATTACH T (SEE ANCHOR SCHEDULE, ) of ( ) °a AT EACH DECK/PORCH JOIST ON DWGS A-3.1 AND A-3.2 underlayment felt layers with and starting at the eaves , fastened sufficiently to PS720 ALIGN WITH JOIST BELOW D� SIMPSON hold in place. PORCH POST TO GIRDER USE: PS720 •}-I' M �" HDU StartiSterling Irat the eave , apply 36- inch wide (914 mm( sheets of underlayment, PORCH ROOF RAFTER TO GIRDER USE: 0' A. (14) SDS Ya" X 3" WOOD SCREWS overlapping H2.5A AT EACH ROOF RAFTER „ successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-1 Od x 1 1/2" CIO (" MIN EMBEDMENT o e o For roof slopes of four (4) units vertical in (12) units. TYPICAL PORCH D E C K LEDGER U N SEE FOUNDATION PLANS A-3.1 AND Ice Protection Section R905.1.2 •° '• ° A-3.2 FOR LOCATION) ( ) CONNECTIONS ° I a ° °" ' ' (MINIMUM DOUBLE STUD) o Underlayment in High wind (Section R905.1.1) O °D SIMSON STRONG - TIE Flashing (Section R905.2.8) D •A �' » � Chimney and firespaces - Chapter 10 STU Y2 BEARING PLATE 1 1/4 COIL STRAP - 16 O.C. Energy Efficiency - Chapter 11, see attached report DOUBLE 2X MIN. ° ° ° °'° a°• °° ' '' , ° o Mechanical - Chapter 12 a, •D s'° 9oa,°° ,° an .° '�a p'• p '° " USE 4-8D NAILS @ EACH STUD, General Mechanical System - Chapter 13 FOR HEADER OR n ^ '° •_ _°• �. °° ° e° e° p ed ° e ° Heaitng and cooling equipment - Chapter 14 BEAM • ,� Exhaust Sustem - Chapter 15 ° D .'°a j�' ° �°• °p°, 4 •• .' °D Duct System - Chapter 16 z N. °• • DOUBLE TOP PLATE MTS30 ROOF RAFTERS Combustion Air - Chapter 17 Simpson Strong ie _ .qo 'l • ° ° ° e ° ee , ° Chimneys and Vents - Chapter 18 AC4 �- a 71'A =4�;'7C°"; a ° e° SSP Plumbing - Part VII AT EACH POST o SEE PLAN Z ° Flood Zone - 301.2.4 1 3/4" IMU40 ♦♦/^� w EDGE DISTANCE °•°° 9' °D HEADER V J FLOOR TO FLOOR D °• LSTA21 Simpson Strong-Tie ICING STUDS CS2019COILED Y2 THREADED ROD CONNECTION STRAP. MIN 12" REQUIRED FOR STU 1/2 JACK STUDS OVERLAP AT EACH SIMPSON STRONG - TIE SIMPSON STRONG-TIE STUD 1 1 4" COIL STRAP - 2"MINIMUM CNW NUT COUPLER m / H2A 16" O.C. USE 4-8D AT EACH ROOF J SIDECOVER (� o a 0 NAILS AT EACH :STUD RAFTER USE 8-16D � MIN EDGE MIN OVERLAP IS 12" NAILS AT EACH END JACK TO SIL ®® : ':: Y:b DISTANCE* 12" MIN OVERLAP PER 7 RT2.5 o .- COMPONENT • .• . 4• SHEET NO. STUD TO ROOF RAFTER STHD8 '" :�d`�a`a �:' • •" MIN EDGE `4' } 'r �'g' • DISTANCE* FLOOR TO FLOOR Simpson Strong-Tie WRAP UNDER SILL PLATE CONNECTION TYPICAL STRAPPING FOR *NOTE: SEE MANUFACTURERS CONNECTIONSN N E C TI 0 N S: AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR MIN. OVERLAP IS 12" FRAMED OPENING EXTERIOR WALL CANTILEVER CONDITION INSTALLATIOND 2 SILL PLATE TO RIM JOIST AND WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS RIM JOIST TO STUD CONNECTION