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HomeMy WebLinkAbout52640-Z TOWN OF SOUTHOLD , fff BUILDING DEPARTMENT SOUTHOLD, NY �f 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#: 52640 Date: 01/29/2026 Permission is hereby granted to: Brian J Terry 68 Winifred Dr N Merrick, NY 11566 To: demolish existing dwelling and to construct a new single-family dwelling as applied for per SCHD approval. Premises Located at: 1200 Gin Ln, Southold, NY 11971 SCTM# 88.-3-14 Pursuant to application dated 10/20/2025 and approved by the Building Inspector. To expire on 01/29/2028. Contractors: Required Inspections: Fees: Single Family Dwelling-NEW $2,034.00 DEMOLITION $566.40 CO-RESIDENTIAL $100.00 Total 2 700.40 r Building Inspector 011 A�Y ol� � �� 3IJT C3LIl—BUILDING DEPA RT:IV.�L:I T T WN Town Hall Annex 54375 Main Road P. 0. Box. 1179 Southold 11.971 9 m r Telephone (631 7+65-1802 Fax 765�-9502 htt .lhww.is � �ldtow .n. . o►v, �wui�M Niv ✓'��um Date Received APPUCATION FOR BUILDING I EL� For Office use Only 0("T 2 0 2 0'2 5 their Ap IPcatoans end forrns must b f�lle� cut�n entirety. �ncompl ate i %/i ( /J ,/� /i' .,.tee.9 fib.. ,..• .. .. 1 '//v,"//Gi%' � //.. 'a'r/i%%//r1l �ili ��rr /r/ /r%/(Pagi,; I�etrns will n�tf � edUher the A I� t �ncatkthe am ;/ . ''hees Author"I.Mf / ,x/x ae ,,, ,r;,, Ito. 1 r r rr ✓ r r l /�, ,.✓/� ,/v II r r o IfY, ,.ri/ //,r/c..rir,/(��(� �,r.,rr�,i // 1 ,� /r 1 JJ i�„n,,,:;,//iiii rr/i 1,a,,;"�i ,/,i,,, rai r�nuJrrlaii�on�,✓a/, a�r /, 1�/� +�,1 f� I��YL� r��.,w ,,,,,,»� D ate l ^ , / ��.� ,, r /.. /r/r /i✓ l 0 /l/c r,l1n,, rrlbiP, l rr r / � � ,„ ,w r / rirN/�. �rr��'yr,�95 �°l IVi/ � 1 r r r i � .,F /i,, r/r�r �� ((�ff'vi>(�I�� / �9 ,. ill yw%/ Gn,r. � �rfl ��. rr err 1r I�r 1 , ��r/ /Jfrs ,, ..�i �i..� ,.. ✓ ,,,; ,, /,/f /,/,,; �r ,. ,rr i,,.v/ rc... o.... r.. ., , I /rr... f... ;,,�. ;....,✓„ ,/c i 8-3- SCTM# Name:Brian Terry/l ,mow„ 14 v,�er/%� a ,.,�iu,;:, „�..�r�...�- Nf,W,;rr<,, „/rxrgi✓Nw//rm r,„/r/r/r /r:... � //.;4�v, �alud�i^,o�/vv r„ �� ��������� yrrurrwlr „r�..�� »»»»». ,,,,, Project Address: 1200" In Lane, Southold NY I r ;;.,ww✓J*r o/ . ",r/a4li. Ili( Yh9i s; ,. r,:.. i ".,.Y,. y,., ai/.;,, aF, ,,,�„/;"," % � ,Ir,�l, 1,.,'1"" '�/n,� rr""„i/J;,� "y,�i/!��i�llor • '.,M r,,,i,,,,. � . ,,, • ,,,,,,,: , �„ ,.:;/i"urw� �""��^y y yy�all: ("� 1 ,arms r, m e f'Na 1 1S # 6� iG/l E1I IQ�I. � �1� ./ n ✓/r � �� / / try r... / ��� .... mmm�wwu uummnuuuwmm�nmmmmmminmm ...... mmmmm rrrr wwmuwm��mm � ,,/ Mailing Address. 1200 Gin Lane Southold NY - uuuuuu mm .mrvrvrvry . 77777-7 Millr / r,// r r / / rr I ///i>r f r .� ,... r.,,,r,. y ,�: yYr %�,/// �/ ,/,r /roi G/oi� rbrrD»iN r i/, Name:Megan Carrick Mailing Address:PCB Box 877, Jamesport NY 11947 Phone#:631-804-3796 Email:megan.cmtarchitecture@gmaiI.com DESIGN PROFESSIONAL INFORMATION Name:.,Charles Thomas Mailing Address:PO Box 877, Jarnesport NY 11947 Phone#:516--702-3519 Email:cdhomas63@aol.com CONTRACTOR INFORMATION Name:TBD Mailing Address-, Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION N FIN ew Structure WAddition ©Alteration EI Repair ❑Demolition Estimated Cost of Project: ❑Other Tea Will the lot be re-graded? ❑Yes QNo Will excess fill be removed from premises? ❑Yes ©No r ------------------- PROPERTY INFORMATION 1 Existing use of property: Familyintended use of r i �n leHv� � �P��v.� 1e FamilyHome g Zone or use district in which premises is situated- Are there any covenants and restrictions with respect to R-40 1 this property? ❑Yes No IF YES, PROVIDE A COPY. ❑ ling', The owner/contracWr/deslgn professional is responsible for all drainage and storm water issues as Provided b � P Y Chapter 236 of the Towns Code. APPLICATION 15 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[Aw,ordinances or Regulations,for the construction of buildings, additions alterations or for removal'or e d molitic� s► n a herein dcrlbed.The applicant agrees to comply with all applicable larnrs,ordinances,,building code, housing code and regulations and to admit au'thorrted inspectors on premises and to buildings}for nary inspections.Pulse statements made herein are punishable as a Class A misdemeanor pursuant to Section 21OA5 of the New York State Penal hew. Megan '�arrickAppl � n ubmit + � ew //'AuthorIzed„r ant []Owner ignature of Applicant: 'Date,.� 1/6 ��o�,�• f „ STATE O F E � „av y�� VII YORE Nta,r�" ubl�I61' sate of NeW YOrk, r i� ��,. 5'���� l � �,v j� / of MSvm,7sNm riasnry l�;e� ty ission E ! res CO U rill iclk e,urYr cluali led �2oTr �/l�%,ri r �„% '/%�!/llllf>�/irj ry/„),�,,„ .... !��/%%/✓%� i ��(,r�iiii/„� „%r�oi��,= l::,, n / i/� '.r *r�w,,t� ,.... ,�i W: ,��yy *��w ( j Nymi R! n 1 ry�. ei d +Vw #W� #V that V/,a l�n r !i being l r es ays $ �, aPp r 1 �e r f i m yp r/ (Name of individual��sl l"1il"i contract)above na" th6d., ( )he is the (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 �� ;ice Notary Public PROPERITYOWNER AUTHORIZATION (Where the applicant is not the owner) residing atMegan Carrick 1 �' do herebyauthorize orize to apply on my behalf tot of Scut `d Building Department for approval as described herein., WON'/0 0//(�, W ,,ergs Sigma re bate Print Owner's Name 2 CHARLES Ma THOMAS R,*,Am2,,, P,LLC 206 LINCOLN STREET RIVERHEAD, NY I 1 90 1 (561 )702-351 9 CDTHOMAS63 @)AD L.CD M ........ --- DECEMBER 1 9, 2025 Building Department Town of Southold Re: Terry Residence 1200 Gin Lane, Southold, NY SCTM No. 1000-88-3-14 Dear Amanda Nunemaker, This letter shall serve to confirm that the existing residence located at 1200 Gin Lane in Southold, New York is not connected to public National Grid Gas. Thank you for your attention to this matter. Please contact me with any questions you have. 7 1%11"<" Very truly yours, o-iZ, %W010 pO ff NNIN w «d Yf� P Irk", CHARLES THOMAS, R.A., or, ft=77-7 777��' HOUSE W—ADDITIONS 155 —7 SWIMMING POOL 648 sq. ft. SHED 104 sq. ft. _Eli FRONT PORCH & LANDINGS 255 sq. ft. OUTDOOR SHOWER 33 sq. ft* POOL EQUIP 40 sq. ft. TOTAL 2,633 sq. ff. 17.2% P'RAINAGE" SYS CALF CUL' ATIONS: ROOF AREA: 2,633 sq. ft. 2.633 sq. ft. X 0.17 447.61 cu. ft. 447.61 cu. ff. / 42.2 = 10.6 vertical ft. of 4" dia. leaching pool required PROVIDE (2) 8' dila. X 8' high STORM DRAIN POOL NOTE: ALL ROOF AREAS TO BE PIPED TO DRYWELLS PROVIDE 3'-01' COLLAR AROUND EACH DRYWELL OF CLEAN BANK RUN PROPOSED 8' DIA. X 41 DEEP DRYWELLS ARE SHOWN THUS. - LECE�ND: 1 . ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: xx. F.FL. FIRST FLOOR G.FL. GARAGE FLOOR MINIMUM LEACHING SYSTEM FOR 5-6 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. 4 LEACHING GALLEYS (4" DEEP) EEX:] PROPOSED FUTURE 50% EXPANSION 8.511 LONG X 4.75' WIDE X 4' DEEP LEACHING GALLEY I PROPOSED 8.5' LONG X 4.75" WIDE X 4" DEEP LEACHING GALLEY ------0% PROPOSED FUJI CLEAN CEN-7 I L2 00 TREATMENT SYSTEM 0 PROPOSED 12"x12" POLYLOK DISTRIBUTION BOX 2. ALL NEIGHBORING PROPERTIES WITHIN 150' OF PROPERTY LINES HAVE PUBLIC WATER. 3. THERE ARE NO WELLS WITHIN 150" OF PROPERTY LINES. 4. SEPTIC SYSTEM DESIGNED FOR UP TO 6 BEDROOMS. IA/O TS Fuji Clean SUFFOLK COUNTY DEPAIRTmENT OF HEiALTH S,ERVl(.,ES PERM11- Fop, APPROVAiL OF C0NST`RU1('__"J`:110,N FoR A -SIDE'NCE ONLY %,.,v1NGL._F FAM ILYR P_ Ij it qIi E 9-23-2025 H.S. REF.. 0* R-25-1174 ,APPROVED 6 F0R K'1111f.AX1ML.JM OF BED�R10101MS ............... Vf*E 10 F 1A P'P RN EXPIRESTHREEYEARS FROM DA Y, LIB Abandonment of the existing sanitary system must be in ) conform9nce with the Department's requirements- Submit completed form VVWNI-080 as proof )UTHOLDL N GIN IR S 1 UA, U A r%:R 10I N n 5 NEW YORK SUBMIT 1P.E. OR R 20" 10-88-3-14 'i 1 OR INSTAL LATZONAND C\,0 N S3 T R,UC #0 N 0 INOWTS =20" U 0 M'v"M M 0, Jtp -0R INA1 'el HAVEN C2 AP 59 NO. 2910 2.46 sq. ft. 6b,4 Z ACRE If �z Z DA TA 61 HUCK LS ON APRIL 18, 2025 44V 2 A OL km fL12 4U 4� A5b, -.6 4�3,q- ^1 + A, 4v 41 4D SM 0911 2.V 0,* o 01 %K C SP o 0 ib' 4q 4e 6 Rz 10'A.0' �1 411, --�,-a "k 4(Z- SW moo- Z 4e 4qV 111-A A, jP WATER EL 0.9 N SW _Z3 Cb <0 17' Q BEEN PREPARED C� ON FROM THE M. WOYCHUCK LS 0 UPDATED APRIL 18, AL A, 3 LOT COVERAGE -*v 'FR 4$4� 4Z A, I d04�- 4�04, x, VIRV AREA 1% LOT COVERAGE Asp NJ L 4%wll-07- 4 6V21; C A. '749 4�) 4 441 sq. ft. AZ 47j .0 k-- 4 AZ &! 48 sq. ft. /C V p4 C- 104 sq. ft. ri 4e � WV17 2193 sq. ft. 14.4 N C TION R u A IO 11 NSPI- ,AO� E Ai, T FOR AN II A RY SYSTEM TS LOT COVERAGE T H D;FEE P-A R-M N AREA A I LOT COVERAGE H�r_ L-'I 11 553 sq. ft. i fA So?6 r, / THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. "�l K. 11 _ / ROOFINGiPER SELECTION OF �4° ^` OWNER ) AF�CHITEC OVER 15# ROOF FELT ON 1/2" r t CDX PLYWOOD SHEATHING. 2"X10" ROOF RAFTERS 0 16" O.C. - - - -- / REVISIONS DESCRIPT ION TO DI IG E M IE " L - RO FI G / - - 1 1 I \ 11 i ILL r / - - 20 10 -- 20 10 -� \ T.O. LATE HEIGHT T.O. WINDOWS - TTT \ r III FTI r=y 17JTIL Yll I I I \ / / ROOFING PER SELECTION OF - \ RR2 2O OWNER \ / I I11 30410 30410 30410 130410 30410 OVER 15# ROOF FELT ON 1/2" - \ a EGRESS EGRESS EGRESS Ji , 20210 20210 20210 EGRESS EGRESS CDX PLYWOOD SHEATHING. a 2"X10" ROOFORCAFTERS ® 16" \ / 0 IN SHINGLES PER SELECTION OF T.O. SECOND FLOOR \ / N T.O. PLATE HEIGHT - 2456 245(6 \ T.O. WINDOWS TEMP TEMFP — - - -- — BOARD & BATTEN FPER SELECTION OF OWNJER o a, 0 2446 2446 I TEMP 30510 30510 30510 R A r) j 2 H2O -SHINGLES OWNERLECTION Of _T II pa1J ® 1� I L MP AMP I - I } T.O. FIRST FLOOR Lij EXISTING 1 STORY RESIDENCE 1403 SF LIVING I = PROPOSED FIRST FLOOR ADDITION 90 SF LIVINGZ PROPOSED SECOND FLOOR 1065 SF LIVING O O E PROPOSED FRONT ELEVATION z 1 SCALE: 1/4" = 1'-0" O 0 -- U) W --- 111 1 1 Il I - _ - I0 C) - - - - - - _____ - -_- - - o III I I 71�+Al IIIII JIM I I' -T - /W 0 ROOFI11G PER SELECTION OF - , - -_ - O - OWNER _ _ OVER 1P# ROOF FELT ON 1/2" O CDX (PLYWOOD SHEATHING. - -- - 2"X10' ROOF RAFTERS ® 16" - - - - - - - - O.C. 01121� rr U 'Lid I 1 1 -TTI-1 1-1 1 1 1 11 I 1 IFF -1, 111 11 1 1 1 11 11 1 1 1 11 1 17Y 1 - - - - - - - - - - - - --- 0 0 _ �- - - - - — - - - - - T.O. PLATE HEIGHT - _ , , -- _ -- -- T.O. WINDOWS ROOFING PER SELECTION OF OWNER OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. - - , 2"X10" ROOF RAFTERS ® 16" o D.C. 3046 3046 3046 3046 3046 3046 °0 EGRESS EGRESS EGRESS EGRESS EGRESS EGRESS 'o � � TT SHINGLES PER SELECTION OF J T.O. SECOND FLOOR OWNER SHINGLES PER SELECTION OF iv OWNER T.O. PLATE HEIGHT -- - -- � T.O. WINDOWS Charles M . Thomas a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 30410 30410 24310 24310 b EGRESS EGRESS ° PROJECT 00'R 5 J FWH 8068APL 8080 PLR JJ T.O. FIRST FLOOR � IT ELEVATIONS E PROPOSED REAR ELEVATION 2 SCALE: 1/4" = 1'-0" DATE: 1017125 PROJECT No. N CRITERIA DRAWNG BY. MC CHK BY. SUBJECT TO DAMAGE FROM DWG No. GROUND WIND SEISMIC WINTER ICE FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING USE/ HEIGHT AIR TYPE OF 00� 00 SNOW SPEED DESIGN FROST DESIGN SHIELD HAZARDS LOAD LOAD SUCTION LOAD OCCUPANCY FREEZING CONSTRUCTION LOAD (MPH) CATEGORY LINE TEMP. UNDERLAYMENT CLASSIFICATION INDEX WEATHERING DEPTH TERMINATE DECAY REQUIRED 1 OF 4 20 130 B SEVERE 36' MODERATE SLIGHT 11 YE S FROM 1998 40 PSF 20 PSF PERIMETER EDGE ZONE - 6.72 PSF EDGE ZONE - 35.6 PSF RESIDENTIAL 34' 599 TYPE V TO TO FIRM MAPS INTERIOR ZONE - 51.4 PSF INTERIOR ZONE - 28.9 PSF HEAVY MODERATE THESE DRAWINGS AND ACCOMPANYING SPECIFICATIOMIS, 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 WITH THE ARCHITECTAASUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. i THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. r✓"�� ,✓ ~r C 77 +��"a✓ �- ARCH 1TECT 11 ML RIDGE 12 REVISIONS D E S C R I P T ION TYPICAL ROOF CONSTRUCTION 12 12 19 25 EDITS PER BUILDING DEPT. REQUEST ROOFING PER SELECTION OF ROOFING PER SELECTION OF OWNER 12 G' 2 X6 COLLAR TIES ® 2" Q5 _ OVER 15 ROOF FELT ON 1 2" COX PLYWOOD SHEATHING. r OWNER 48" OC. x�0" OVER 15# ROOF FELT ON 1/2" / ,pro (3) 2"X10" \ RR ® 2 XD10"PR OOFORAFTERSTM® 16" 2"X10" ROOF RAFTERS 0 16" O.C. ® \\ 16+ 0 O.C. 2"X10" CJv0 1 " OC. C SHINGLES PER SELECTION OF OWNER TYPICAL CEILING CONSTRUCTION ��P L56" \SHEET ROCK\ON CEILING 2" X 8" CEILING JOISTS 0 16" O.C. �O� �" SHEET ROCK ON WA S W/ R-49 BATT. INSULATION o (3) 2"x\a: HD LINE OF ROOF RAFTERS-/\\ - 2"X10" CEILING JOISTS 0 16" OC. BEYOND LINE OF CEILING BEYOND-/ 5¢" SHEET ROCK ON CEILING -- �" PLATE HEIGHT SHEET ROCK ON WALLS TRAY CEILINGS TO 9'-0" CEILING HEIGHT to (3) 2"X10" T.O. PLATE HEIGHT T.O. WINDOWS HD INSULATION IN I COMPRESSED AREAS l iV (3) 2"X10" TYPICAL WALL CONSTRUCTION 0 36" HIGH HAND RAIL CEDAR PERFECTION SHINGLES W TYVEK HOUSE WRAP 1/2" CD m PROPOSED PER NYS RESIDENTIAL X PLYWOOD SHEATHING ON 2"X6" WALL STUDS 0 16" O.C. BEDROOM 3 CODE of 2020 ~ _ 20 10 R-21 INSULATION 012 a `° J a - 2"k TYPICAL FLOOR CONSTRUCTION T RR T.O. SECOND FLOOR SHINGLES PER SELECTION T.O. SECOND FLOOR 14" TJI FLOOR JOISTS 0 16"O.C. �6a iv - OWNER W 3 4" PLYWOOD SUBFLOOR W MIN. R-21 BAIT. INSULATION 14" TJI JOISTS 360 SERIES ® 16 OC. 2"xs" CJ ® 16" o. .OC ' a T.O. PLATE HEIGHT / / T.O. PLATE HEIGHT I " SHEET ROCK ON CEILING I BEAD BOARD j" SHEET ROCK ON WALLS T.O. WINDOWS (2) 1�" x 9 1/2" ML HDR T.O. WINDOWS (3) 1 3/4" x 14" LVL W (2) 1/2I S PLATES (FLUSH) TYPICAL WALL CONSTRUCTION TECO EACH JOI T 6"X6" COLUMN WRAPPED WITH PERMACAST COLUMN CEDAR PERFECTION SHINGLES W TYVEK HOUSE WRAP 1/2" CD PROPOSED COVERS X PLYWOOD SHEATHING ON 2"X6" WALL STUDS 0 16" O.C:. o KITCHEN I FOYER FRONT o R-21INSULATION �, PORCH I 2442 2442 " o O> p LINE OF WALLS ao 1 BEYOND (TYPICAL) TYPICAL FLOOR CONSTRUCTION 17,_ w EXISTING FLOOR JOISTS TO REMAIN EXISTING WALLS TO PROPOSED STAIR la U �' " R-21 BATT INSULATION I BE REMOVED AND 36" HIGH ,y " (TYPICAL) HAND RAIL BEYOND T.O. FIRST FLOOR _ 1HI Tll I I T.O. FIRST FLOOR � I' .� W w XISTING FLOOR JOISTS TO REMAIN EXISTING FLOOR JOISTS TO REMAIN C'IC � ? �, I _ EXISTING (3) 2"X8" I— ly DROPPED GIRDER TO O REMAIN O EXISTING LALLY COLUMN = W EXISTING TO REMAIN OI Z BASEMENT "� E 7'-3" CEILING HEIGHT PROPOSED SIDE ELEVATION z NO CHANGE 3 SCALE: 1/4" = 1'-0" EXISTING CONCRETE EXISTING FOUNDATION SLAB TO REMAIN WALL TO REMAIN Q Ljl w w Z z � Q s PROPOSED SECTION � 06 o -- -SCALE: 1/4" = 1'-0" w (d 0 Ridge Beam 0 0 I RAFTER TO WALL (14) 10d x 1 1/ " FAS R af O 0 n I I ROO RIDGE _ F NG PE R SELECTION OF U J MSTA I I OVER 15# ROOF FELT ON 1/2" RAFTER j `I COX PLYWOOD SHEATHING. 20 10 2"X10" ROOF RAFTERS 0 16" I' .I 0_C. 0 D58 o Simpson Strong Tie WITH CEILING COLLAR TIES ® 32" (O.C. MTS12 CS-20xl8" MIN. WITH (7) 10d COMWON NAILS Simpson Strong-Tie T.O. PLATE HEIGHT PER RAFTER INSTALLED OVER PLYWOOD RIDGE STRAP TIE ADJUSTABLE HANGER T.O. WINDOWS SCALE: N.T.S. SCALE: N.T.S. D10 T cc lco SHINGLES PER SELECTION OF RAFTER TO WALL to 2046 OWNER SCALE: N.T.S. Charles M . Thomas T.O. SECOND FLOOR N a r C h I + e C + 4'VMT 4'VENf 4'VENT T.O. PLATE HEIGHT PO BOX 877 JAIJESPORT, NY 11941 6311 727-7993 � ROOF ��� ROOF T.O. WINDOWS / r �r i �'E1 r i PROJECT I y 2-V 2-V I q-1-t/YV I q-t-t/2'V I 1 C. I LAV I W,C• I LAV I �j o W. HOUSE SHOWER I SHOWER 1 20510 20510 1 EXISTING °' 30510 30510 SECOND FLOOR EGRESS EGRESS jr Y I-1/P I C0 —_ r�r I �r i f �r —i�r --� T.O. FIRST FLOORELEVATIONS �2y 'v 1-1/2-V �-2'V — �-t-t/2'V I I I I 1 ,SINK 10/WASHER I W C I LAV I WC, I LAV I LAV FRESH AIR INLET I I SHOWER OWER , I EXISTING FIRST FLOOR DATE: 10/7/25 1-1/Y 1-1/Y PROJECT No. CONNECT TO APPROVED E PROPOSED SIDE ELEVATION °HKBY. 8Y. MC EXISTING SYSTEM DWG No. 4 1/4" = 1'-0" PLUMBING RISER DIAGRAM SCALE: �- 002 00 SCALE: N.T.S 2 4 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIOMIS, 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 WITH THE ARCHITECTAASUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. 7'-10" 12'-5" 7'-11" 111'-2" 6'-6" 1...1 (2�3 46 (22 C 2 (2� E R SS E MESS ESS T MP E E SSSS � / t�A• ARCHITECT (3) 9" ML HEADER (3) 9" ML HEADER (3) 9" ML HEADER LINE OF W LLS 81 LOW IN WIN LINE OF TRAY CEILING 0 9'-0" A.F.F� o LLJ OS INE OF TRAY CEILING 0 9'-0" A.F.FLT o ?O LINE OF TRAY CEILING 09'-0" A.F.FL. w cn w E `t o0 -3(n 00 a t O Hj DESCRI PT ION0 REVISIONS � o N U 0 lb a w 11'-4" 2 " 6 10'-10" 0D5'�O. 2' " 41 12'-0" M = PROPOSEDLj N 3 BEDROOM 2 =� W o I = o QS DETECTOR g SMOKE N ° �s ui LINEN N m X �_ z CLOSET w w = PROPOSED O6 N 0o BEDROOM 3 _ PROPOSED U a O SMOKE B E 1 002 —DETECTOR SMOKE �6 SMOKE �� O —DETECTOR \Q DETECTOR �6 PROPOSED 11 IVIL RID E 14ROP. 10 i M 8'-0" �0 5'-4" LINE OF NEWSMOKE L O :12 N CONSTRUCTION (TYP) —DETECTOR SMOKE CARBON 16 DETECTOR MONOXIDE d 00 in DETECTOR Oto TC a_ _ 36" HIGH HANDRAIL PER NYS CODE oPROPOSEDi\1 LOFT s N w z om z10'-2" vi w x w OPENz - O TO � a o B o O BELOW = d w _z 14'-8" En J 10'-4" x a x "I o (I PROPOSED a 6'-6" PLATE ABOVE 2ND FLOOR w_I BEDROOM 5 = 3 9" ML HEADER r�Oi (3) 9" ML HEADER 00 LINEI OF W LLS B LOW - (3) 210 ( 3 ODETEORt (3) 9 ML HEADERW LLJ x 1 I_ x ® EGESS 00 - a to I tLL o a of N (2)TR 420 a w E w a Opp TEMP J I 6' J x = io 4" 4" I io N (° ' 3) 9" ML HEADE' O 301410 3C 41h410 _ a _ EG ESS EG E S E RESS LIN OF P)RCH ELOW I w 9'-0" 9'-0" 4'-10" 4'-10" 4'-0" 44'-0" 4'-9" 5'-5" W 18'-0" 9'-8" 8'-0" 10'-2" 12'-10" 58'-8" z O P PROPOSED FIRST FLOOR PLAN ~ w Q 7'-10" 10'-7" 6'-8" 14'-3" 12'-9" 6'-7" --- z � a cr_ EXISTING/ W w \OUTDOOR I— \SHOWER — �� o w (2�3 ESS \ 808 APLIR O FWG 8080 24310 24 10 (n (3) 1 x 11j" ML HDR! I _ -- ------ -- I I O ® — (3) 1 x 11j" ML HDR (3) 1 x a" ML HDR LJ = In to o o � I O I I I I - N N I_f�04 0 Ln 29'-10" — 2' 12' 4" C4 i i t I I I EXFIA DED — - - - L — J L — J J — - - ` V O rn l,l - 7 EXISTING F_ KIT HEN I I EXISTING _ EXISTING WALLS TO- ui O 'n o z BE REMO D W DINING R0001I I NW II BEDROOM-1-OM 1 W� N II �- V) N W ill J L 8'-D" I 0-0 SMOKE C)m I v F � 1 F 11 w l a U 11 O DETECTOR J 1 o I I zo PROPOSED Y CID m w PRIM RY� CLOSET cn BEDROOM I TRAY CEILI GS TO EXISTING WALLS TO BE LL = co 00 W 10' SMOKE iD V REMOVED (TYPICAL) j ® I� Q I II O LINE OF NEW -ZDETECTORO REMOVE EXISTING _ LIhNE OF X O= FIREPLACE. NEW INFILL b to FLOOR FRAMING CONSTRUCTION (TYP W&& TOREMAN N N DEETECTOR to_O j CNI N M H N ® CAARBON ©---M(0NOXIDE _ CTMMM I I 00 p i� EXISTING WALLS TO N N N BE REMOVED too UPI 6� w � 6 3'-0" 5 o LVL W/ (2) 1/2" 04 STL PLA f 17'-3" (3) 1 3/4 x 14 V TECO EACH JOIST Charles M . Thomas LINE OF FLOOR ABOVE o I o� I a r c h i t e c t S EXISTING �I�' I — ao< _ 0 W POSED �, PO BOX 877 JAMESPORT, NY 11947 631 727-7993 -I LIVING I �oTON am I o0 I Do P MARY Lr) J r ROOM o ABOVE I o _ ATH 8'-0" CEILING I i I I PROJECT HEIGHT w IILj Z I l z I 5 I 6'-0" 11 -0" (3) 1 3/4" x 14" LVL W/ (2) 1/2" STL PLATES FLUSH) 4" 4" TECO EACH JOIST I (3) 1j" 11a" ML HDR co — — — — — — — — — — `V o 1668 3068 1668 to (3) 1 x 11 ML DR C 2 C 2 (2� 446 N I I E P N 17-0" 0 PROPOSED (2) 45V L E G E N D LO FRONT PORCH = = 2) TR242o MP EBELOW ALL DOOR & MNDOW HEADERS - EXISTING PROPOSED FLOOR M 04" x 11�" ML R TO BE (3) 1 j" X 11 j" ML _11 _ _ -11 it_ 3) 1J" x 11j" ML HDR UNLESS OTHERWISE NOTED. ____ - TO BE REMOVED PLANS 30510 30510 30510 (2) 1�" x 9 1 2" ML HDR "x6" COL MN WRAPPED - PROPOSED FRAME WALL > " WITH PERM kCAST (COLUMN COVERS 2'-31" 9'-41" DATE: 10/7/25 9'-0" 9'-0" 4'-10" 4'-10" 4'-0" �4'-0" 4'-11" 6'-5" PROJECT No. 18,-0" 9'-8" 8'-0" 23'-0" DRAWING BY. MC 58'-8" CHK BY. P PROPOSED FIRST FLOOR PLAN EXISTING 1 STORY RESIDENCE 1403 SF LIVING DWG No. - PROPOSED FIRST FLOOR ADDITION 90 SF LIVING I^ 03 0 00 1 SCALE: 1/4" = 1'-0" PROPOSED SECOND FLOOR 1065 SF LIVING 3 OF 4 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 PUBLICATON BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH ITECTAA SU AL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. i THIS PROJECT IS IN COMPUANCE MATH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. -0" 6'-10" 6'-10'" V-0 IT PROP DECK LANDING - - - - - - - - - - O - - neovE - - ,;�1, �.�..- ��� ARCHITECT —PROP DECK ANDING ABOVE IACQ O - , �(3 2"X10" AC(� O - E - 12"X12" P.C. PIER ON O U 12"X12" P.C. PIER ON o O 24x24"x12" FOOTINGS 0 U O R24"x24"x12' FOOTINGS 1 - I Q MIN 36" BELOW GRADE REVISIONS D E S C R I P T 1 0 N 0 I Q cfl I MIN 36" BELOW GRADE co �j I = ® I (MUST BE VIRGIN SOIL) co (MUST BE VIRGIN SOIL) in X TYPICAL d I ?< ® I TYPICAL I " (V 2"X10" ACQ LEDGER BOARD 2"X10" ACQ LEDGER BOARD D W REF. " 1 UP ) III 11R i+> rn in SMOKE U Lt" O -DETECTOR Q = 10-0 FLu REMOVE EXISTING >< 0 ©SCAR ON OXIDE as FIR FILL N EPLACE. NEW IN = DETECTOR p w in FLOOR FRAMING �p _ Z EXISTING zco _ Pi BASEMENT F X 7'-3" CEILING HEIGHT wEXISCHIMB 0 1 L E Rr � - r -i EXISCRAWL nSPACE — —NG Ra�PEI33" =I--e—I �INREMOVE EXISTING OIL L — J N L BURNER. PROPOSED III III � EXISTING 1 , � �� i GAS DIRECT VENT SLAB `t" X )�� I BURNER III CEILING DRYWALL TAPED ItCEILING DRYWALL TAPED " 0 r ITT" , (3) 2"X " FJ r 4 -1TO WALL DRYWALL TO WALL DRYWALL 1'-10 u_ DRYWALL CAULKED, GLUED DRYWALL CAULKED, GLUED 00 U L M — J OR GASKEETED TO TOP PLATE OR GASKETED TO TOP PLATE t< O R PROPOSED 3" DIA STL COL N ANCHOR AND BOND TO EXIETING 0 ,2 III II 24 2 2 PC FOOTING NTH #5 REBARS 012" O.C. RTICA4L Z TYP (TYPICAL) 31'-4" 0 DRYWALL CAULKED, GLUED DRYWALL CAULKED, GLUED I W 00 00 OR GASKEETED TO BOTTOM PLATE OR GASKETED TO BOTTOM PLATE un N III III iN BOTTOM FPLATE CAULKED BOTTOM PLATE CAULKED >a OR GASKEETED TO SUBFLOOR OR GASKETED TO SUBFLOOR OIL TANKr 11 24"X36" CRAWL r7 SPACE ACCESS BLOCK SOLID ;SUBFLOOR GLUED, CAULKED OR SUBFLOOR GLUED, CAULKED OR EXISTING WINDOW (GASKETED TO RIM JOIST GASKETED TO RIM JOIST FRIM JOIST CAULKED OR RIM JOIST CAULKED OR _ I ui rAqKFTFD JASKEILD TO TOP PLATE2"X1 ACQ LEDGER BOARD u, — I 2 LAYERS OF X�" (DRYWALL CAULKED, GLUED DRYWALL CAULKED, GLUED ( I PROPOSED) I �� PROPOSED 8" P.C. W COX PLYWOD (OR GASKETED TO TOP PLATE OR GASKETED TO TOP PLATE I = L` O CRAWL SPACE `� _ FOUNDATION WALL STAGGER SEAMS (0 O PROPOSED 8" P.C. - 1 O a U PROPOSED ON P.C. FOOTING PLYWOOD CAULKED in I I FOUNDATION WALL I 8" I QUO OR GASKETED TO 8" ON P.C. FOOTING x C° 4" PC SLI.AB LO CRAWL SPAC ANCHOR AND BOND TO EXISTING 2"Xs" NAILER I N ® ao c2 WITH #5 REBARS 012" O.C. VERTICAL z O R0 @� (TYPICAL) O 3210""` " Lu 12"X12" P.C. PIER ON z 0 [DRYWALL CAULKED, GLUED DRYWALL CAULKED, GLUED PORCH ABOVE FOOTINGS (OR GASKETED TO BOTTOM PLATE OR GASKETED TO BOTTOM PLATE MIN N 36' B BEELOW GRADE 0 —J 1. (MUST BE VIRGIN SOIL) '-0 8'-4" 0 TYPICAL EBO(OR F— (OR G M PLATE CAULKED BOTTOM PLATE CAULKED I ' GASKETED TO SUBFLOOR OR GASKETED TO SUBFLOOR 18'-O" 9'-8" 8'-O" 23'-O" NNQ L1J U L GLUED, CAULKEDU L GLUED, CAULKEDZ "�"'� Li (GASKETED TO RIM JOIST GASKETED TO RIM JOIST 8 POURED CONCRETE FOUNDATION w L'RIM JOIST CAULKED OR RIM JOIST CAULKED OR WALL ON 8"X16" POURED CONCRETEJ _ IGASKFTED ToTopPLATE rAqKFTFD ToTopPLATE FOOTING MIN 36" BELLOW GRADE. ., ADJUST FOUNDATION ACCORDINGLY TO Q r SOLL PLATE INSTALLED OVER SILL SILL PLATE INSTALLED OVER SILL MATCH EXIST. FINISHED FLOOR v GASKET (SILL SEALER) GASKET (SILL SEALER) P FOUNDATION PLAN ELEVATION (TYPICAL) Lli 3 SCALE: 1/4" = 1'-0" 0 NIOTE: SHADED COMPONENTS NOTE: SHADED COMPONENTS O 0 -L DESIGNATE AIR BARRIER SYSTEM DESIGNATE AIR BARRIER SYSTEM 8'-0" PLATE HEIGHT a'4 'i•1 � 0 U U U no O -� O O U no = o = O J o (0 V)w (O AIR SEALING DETAILS AT CANTILEVER AIR SEALING DETAILS ®NQf _ of" ! a U of �N O N ®� Of — FROPO_ _D O U O U O U Of ECRO 1M N N LIME.� N ROOF BELOW x ° CLOS_T 0_ " a _ O ,n R.OPO CD o \ 0_ EE RO _)M 3 PFPC'OSED of PROP. 2"X10" RR 0 16" O.C. PROP. 2"X10" oN P'RQ S D 1 �' ML IDGE P OPO ED 1 a" L RI GE PITCH 14:12 RR 0 16" O.C. — — PITCH 14:12 O RIDGE BELOW �\Q � o� A 0 o� Of 'III SFo Charles M . Thomas ®" of I I I (3 2"X1 HE DEh I I I O ®� o , �y of NI I II N �" X o- d a r c h i t e c t _ 1 r = _ _ _ = ROOF BELOW o to X HI H I DRAIL PEP �I S OD I D o �I N PO BOX 877 JAI�ESPORT, NY 11941 (516) 702-3519 0_ SED d ^d -f-e I III LET ®" Ct ]EN O p in 0_ } 0_ Of nj PROJECT J� )SET X = I _� 0_ - . 1 n" II N D_ILL w a 9 O U IIII III o o " N a w III RME III( = PROP. XO C'RR 0 0 0 0_ u 13) 2" 10" FADER - I u a PITCH 14:12 ,� a PROP.P2"X1�'RR 0 -- TWT D R E I6''�O aU p J M- _ —PITCH 14:12 V) �° 20 10 PROPOSED FLOOR 0 cli W i� I� _ Do! " PLANS (o Io FIE o n z 1 bi z_ a o o� ROOF BELOW P. 2"X10" RR 0 iv 16" O.C. �� PITCH 14:12 DATE: 10 25 0_ PROJECT No. O 20 10 DRAWING BY. MC ROOF BELOW - GHK BY. DWG No. 0- 00 00 P ROOF FRAMING PLAN F4 of 4 4 SCALE: 1/4" = 1'—O" 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 WHIOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.MSUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. I TABLE R 301.7 CORNER AND PARTITION POSTS TOP PLATE FRAMING TO ACC 0 M A D A TE ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS RAF1fERS AND CEILING PIPING — R 6 0 2.7.2 STUCTURAL MEMBER ALLOWABLE JOISITS OR APPROVED DEFLECTION ROOF TRUSS TOP PLATES RAFTERS W/ GREATER L 180/ p M1 SLOPES THAN j W/NO TOP PLATES FINISHED CEILING TOP PLATE SECOND STORY TOP PLATE— WW rrMM TABLE 3.1 ATTACHED TO RAFTERS SEE DRILLING AND 16d NAIL AT 24" O.C. GYPSM BOARD INSTALC�D��IN STUD INTERIOR WALLS AND H 180 JOIST IS PERMITTED TO NOTCHING PROVISIONS ACCORDANCE WITH PARTITIONS / BE CUT OR NOTCHED FLOORS AND PLASTERED L/360 STUD FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— BORED HOLE MAX CEILINGS SEE DRILLING AND SEE DRILLING AND DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX Z NOTCHING PRO NOTCHING PROVISIONS VISIONS OF STUD DEPTH MEMEBERS BOTTOM PLATE DIAMETER 40% WFCM SECTION 3.3.1.1.1 EXT. WALLS W/ PLASTER OR H/360 OF STUD DEPTH 13 SPAN 1 3 SPA WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL STUCCO FINISHE " / / NSTALLED IN ACCORDANCE 5/8 MIN. TO EDGE �AILL NAIL AT 6 O.C. WITH WFCM TABLE 3.1EXT. WALLS-WIND LOADS L/24o 5/8 MIN. TO EDGE 0 PANEL EDGES) WITH BRITTLE(b) FINISHES a T 8d NAIL AT 12" O.C. ON ALL EXT. WALLS-WIND LOADS L 240 5 8" MIN. To EDGE JOIST ENDS TO BE / / FOR BLOCKING BLOCKED AGAINST FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE a FINISHES NOTCH MUST NOT EXCEED Of BAND JOIST ND BRIDGING ROTATION IN ACCORDANCE (a) CORNER DETAIL PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH TOP PLATE OR BLOCKING SEE WFCM SECTION 3.3 WITH WFCM 3.3.1.3—END RESTRAINT a. ntd nddcladdin shall beloads for hte u taken as a times the GYPSM BOARD INSTALLED IN P 9 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 BEARING 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 Off „ of the cantilever. DOUBLE AND Nd 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 cn o LAP JOIST 3 IN, MIN. CUT INTO STUD — glass or sandwich panels, the total load deflection shall not N BAND JOIST BOTTOM PLATE FOR FIRE BLOCKING exceed L/60. For sandwich panels used in roofs or walls of ZO N N OR BLOCKING WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall N N � N NSTALLED SILL PLATE JOIST o 16d NAIL AT 24" o.C. (WITH WFCM( TABLE03.1 WFCM 2015 SBC HIGH WIND EDITION not exceed L/120 TABLE R 3012,221 WFCM 2015 SB C HIGH WIND EDITION w 8d NAIL AT 6" G.C. ON ALL SECTION 3.4.3.1 .�1 FIGURE 3.3B WALL BRACING ADJUSTMENT FACTORS BY ROOF SECTION 3.4.2.1 .1 FIGURE 3.3 A ORABASEMENT SUBFLOOR FRAMING MEffRS AT PANEL NOTCHING AND BORED HOLE LIMITATIONS COVERING DEAD LOAD NOTCHING AND BORED HOLE LIMITATIONS — FOUNDATION MONOLITHIC EDGES AND 12 O.C. ON ALL ROOF/CEILING ROOF/CEILING F UNDATIONRADE (b) INSIDE CORNER DETAIL PANEL EDGEMBERS NOT AT FOR INTERIOR N(ONBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING (INTERMEDIATE BALLOON FRAMING EXTERIOR CORNER FRAMING NOTCHING AND BORED HOLE LIMITATIONS ROOF ONLY 1.0 1.2 FOR EXTERIOR BEARING AND INTERIOR ROOF PLUS ONE STORY 1.0 1.1 ,.� 0 (BEARING WALL �" 2x4 CONTINUOUS N 0 N—BEARING WA ELLS: R 6 0 2.6 (1 ) & (2� FOR SI: 1 POIiND PER SQUARE FOOT = 0.49 kN/M(2) LATERAL BRACE AT 6 O.C. � N TYPICAL WALL, FLOOR & ROOF FRAMING JOISTS a. LINEAR POUND PER ON SHALL BE PERMITTED Uj 0 w WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILS V) W N FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE F A S T E N E R S P A C I N G inches SEE STUD TO RAF TRUSS OR CEILING JOIST Z W ) TER FASTENER SPAN 4 FEET 6 FEET BLOCKING Ltr SECTION A-A C PLE TUD IOR STUD TO STUD DETAIL GABLE END TRUSS 0 T PICAL TYPE <_ 4 FEET < PANEL SPAN < PANEL SPAN ENDWALL CONNECTORS Q < 6 FEET < 8 FEET 1/2' SPACINGS A A R QUIRED U ALLOWS E CH SIDE E N0. 8 WOOD SCREW " " " HOLDDOWN 10-8d ANCHOR WITH 2" EMBEDMENT 16 10 $ INSTALLATION HEADER STUDS ---FULL LENGTH " NAILS 0 � LENGHT DOUBLE ��)) q q WA STUDS 5d COOLER NAILS AT 10 O.C. � Q AT'HARDWARE ° ° CORNER STUD NOTE 2"x4" BLOCK NAILED To EACH ° CONNECTED TO BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS N0. 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 AT BOTTOM OF HEADER STUDS IN ° ° NOTE: SIMILAR REQUI ED N UP o ° CONNECTION AT EA H SIDE CR u R R WALL STUDS AND AT TOP AND 5d COOLER NAILS AT 7 O.C. z LENGHT ADDITION TO CONNECTORS AT " � ° 2-16d COMMON FOUNDATION. BOTTOM OF CRIPPLES 20 GAUGE STRAP W 1/4" LAG SCREW BASED ANCHOR 16" 16" 16" SIDE WALL a o NAILS AT 6' O.C. FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT 10-8d NAILS Uj — (n WITH 2 EMBEDMENT FI END WALL LENGHT SUBFLOOR \( WFCM FIGURE �3. 6 CONNECTIONS FOR OPENINGS Q W � (I 8d NAIL AT 4" O.C. ENDWALL STUDS a. THIS TABLE BASED ON 180 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. = W CEILING BRACING GABLE EN b. FASTENERS SHALL BE INSTALLED AT OPPOSIING ENDS OF THE WOOD STRUCTURAL PANEL. FACE OF FOOTING ENDWALL FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. BAND JOIST 0 12" MAX. (WFCM FIGURE 11 ) c. ANCHORS SHALL PENETRATE THROUGH THE [EXTERIOR WALL COVERING WITH AN N � AILS BASED ON EMBEDMENT LENGHT OF NOT LESS THAN 2„ INTO THE BUILDING FRAME. I I o 11 SHEAR WALL REQUIREMENTS FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. o // i d. PANELS ATTACHED TO VIBRATION—RESISTANTT ANCHONRY ORS HAVING NGMASONRY/STUCCO OANBULTIMA UL SHALL BE ATTACHED USINGTIMATE WITHDRAWAL CAPACITY OF NOT �� r ° TOP PLATE o H No CEILING PROVIDE RAFTER TO RIDGE TENSION STRAP N / DIAPHRAGM CENTER 2x BLOCKING RIDGE HANGERS IF USE 8-8d COMMON NAI S N LESS THAN 1,500 POUNDS. o H/2 BUT NEED OT HX BUT NEED NOT REQUIRED ON SHEATHING JOINT RAFTER TAILS ARE NOT 0 WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) ° ° ° EXC ED 15 FT. AX. E CEED 40 FT. MA,.--CORNER STUD 15 32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 EACH ND OAP 1-1/4 N HOLDDOWN o ° o CONNECTED TO ON GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW : (HDU) BASED ON SHEARWALL REQUIREMENTS (10 w ROOF RAFTER o 0 o TRANSFER SHEAR FOUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING o `-' PREFERRED METHOD ° 2 0 G A. STRAP— DouBLE STUD (MIN.) Z 14" WIDE MIN. AT HARDWARE RAFTER < HOLD DOWN 8d NAIL AT 12 O.C;. ON ° o W/(8) 8d NAILS ALL FRAMING MEMBERS EACH SIDE BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES 3 WINDOW AND DOOR OPENINGS: GYPSUIM BOARD Z W (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM 16d NAIL AT RIDGE BEAM CD FLOOR TO FLOOR fPHD5 24" O.C. RIDGE TENSION STRAP DETAIL CZ CONNECTION ° TABLE R301 . 5 NOTES cli 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. AREA HOLDDOWN USED LENGTH NUMBER OF CAPACITY OF HOLDDO S NOTES O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN T A B L E R301 . 5 / SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND NAILS EDGES) 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 S I m son Strong Tie RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO P 8-8d TO STUD CONNECTION NAILING SCHEDULE (TABLE 3.1, OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI ) A 3 5— Chimney F r a m i in g 2-8d TO PLATES WCFM HIGH WIND EDITION CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 } ) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE Z FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT CONNECTION (A) OUTSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE LIVE LOAD 3 ROOF RAFTER RIDGE DETAIL STUD TO SILL PLATE SIMPSON H-8 8d NAIL AT 5-8d TO STUD 745 LB EVERY STUD REQUIREMENTS. 4-8d TO PLATE GYPSUM BOARD c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE C C)UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND a * NOTES: SIMPSON STRONG TIE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 40 3 SCALE: N.T.S. ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL Cn COO PER MOST RECENT ATALOG PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND SIDEWALL d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. o EDGES) ANY POINT ALONG THE TOP DECKS 40 (� NAIL PENETRATION INTO FRAMING IS ACHIEVED. e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR WOOD STRUCTURAL " wALLs. PASSENGER VEHICLE GARAGES 50 'k INSTALL THROUGH FIRST FLOOR SHOE. co f. GUARD IN — FILL COMPONENTS (ALL THOSE EXCEPT THE ®II PANEL INSTALLED IN HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED cz L x ®I ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 C)® NAILING SCHEDULE 16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEEDJc: m NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE Co ® (TABLE 3.1, WCFM 2015 � 24 O.C. ATTICS WITH STORAGE 20 ® HIGH WIND EDITION) 3 LOAD REQUIREMENT. „ iz FOR STORAGE PER ATTIFOOTNOTESb. SEE SECTION R802.4Q.2RFORNTS ® APPLIES ROOMS OTHER THAN SLEEPING ROOMS 40 ® 8d NAIL AT 6 O.C. ON 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 (B) 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 AT PANEL EDGES CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER 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 � CORNER BRACING DETAIL TOP THE BOTTOM CHORD AND BOTTOM ANY OTHER TRUSS MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS ( 2 ' ° MET: f• ° e EXTERIOR C 0�R N E R FRAMING 1. THE ATTIC AREA IS ACCESSIBLE BY A PULL — DOWN STAIRWAY 3 SCALE: N.T.S. OR FRAMED OPENING IN ACCORDANCE WITH sECTION 807.1:AND Simpson Strong — Tie 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN 2:12. HDU h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. I i (TABLE 3.2A WFCM 2018 HIGH WIND EDITION) The design of this structure is based upon prescriptive approach using the ( TABLE 3. 1 WFCM 2018 HIGH WIND E D I TI 0 N ) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2018 130 MPH COPYRIGHT 2015 SBC LATERAL & SHEAR 0 published by The American Forest and Paper Association. Non- Structural elements NAILING SCHEDULE: are based upon the 2020 NEW YORK STATE RESIDENTIAL CODE. GENERAL NOTES: � \`•�,� ' MAX. ANCHOR BOLT SPACING (INCHES) _ a 11 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 Design Criteria, see Table R301.2(1) on municipal ;" J`µY' -- ''' y f>'y✓'' � ;, , local zoning and building codes and ordinances I: r:.; I� JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING /2 ANCHOR BOLTS 31 1 " sheet no. 1 3 COMMON NAILS 1 - FLOOR having jurisdiction and best standards of construction '" -� �; c:} All non engineered lumber to be Douglas Fir 2 or better . LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 48 g g # practice. RAFTER TO TOP PLATE TOE-NAILED Wind Limitations-Section R301.2.1 4-8d PER RAFTER/STUD 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.26 The American Institute of Architects Conditions shall apply .• � F` 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANCHOR BOLT SPACING SHALL NOT EXCEED THE Design Criteria-Section R301.2.1.1. (See Table R301.2.(4)A for Wind-Born Debris to all work performed on this 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. Any3. FOR THREE SECOND GUST WIND '' 'M`` •` 9-16d EACH LAP 4. N NO CASE SHALL ANCHOR BOLT EEDS GREATER SPACINGSEXCEED 6 FEET ON CENTER.N 130 MPH. discrepancies must be brought to the attention of the Architect CEILING JOIST TO PARALLEL RAFTER FACE-NAILED Live Load-Section R301.5 prior to commencement of construction. The Contractor shall be 9-16d EACH LAP Light and Ventilation-Section R303 responsible for corrections not reported once he has started work CEILING JOIST OVER PARTITIONS FACE-NAILED 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 0 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 2-16d EACH END Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. TRIM BOARD TO RAFTER END-NAILED Garages and Carports-Section R309 4. The Architect shall not be responsible for the construction means, D_ WALL FRAMING Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety Means of egress-Section R311 precautions and programs in connection with the work, and he TOP PLATE TO TOP PLATE FACE-NAILED 2-16d SEE NOTE 1) PER FOOT Landing-Section R311.3 shall not be responsible for the contractors failure to carry out 0 Ramps-Section R311.6 the work in accordance with the construction documents. The TOP PLATE AT INTERSECTION FACE-NAILED 4-16d JOINTS - EACH SIDE Stairway-Section R311.7 Architect shall not be responsible for the acts or omission by Handrail-Section R311.7.8 the contractor No changes shall be made in the documents w 2-16d 24 O.C. Guards-Section R312 STUD TO STUD FACE-NAILED ' and/or the building as designed without the expressed written o Smoke Alarms-Section R314 consent of the Architect. 16d 16" O.C. ALONG EDGES 5. The contractor and all subcontractors shall maintain continuous HEADER TO HEADER FACE-NAILED Carbon Monoxide Alarms - R315 END-NAILED TOP OR BOTTOM PLATE TO STUD 2-16d PER 2X4 STUD Foam plastic-Section R316 insurance coverage statutory policies (Worker ( ) Flame Spread and Smoke-Section R315 Compensation, etc. and general liability 3-16d PER 2X6 STUD Insulation-Section R316 P ) 9 yin an mount not 0 4-16d PER 2X8 STUD Dwelling Unit Separation-Section R317 less than S 5 million and automobile liability and damage o \ N N Moisture Vapor Retarders-Section R318 coverage not less than $ 2 million. The Architect shall be U) N FACE-NAILED 2-16d (SEE NOTE 1,2) PER FOOT Protection Against Decay-Section R317 named insured on any and all policies. W c� Protection Against Termites-Section R318 6. Provide 0.025 of a meatal shield, other than aluminium, over fibrous FLOOR FRAMING Site Address-Section R319 insulation at all perimeter sills. JOIST TO SILL TOP PLATE TO GIRDER T - 4-8d PER JOIST Accessibility-Section R320 7. All wood in contact with concrete or masonry to be Wolmanized Elevators and Platform lifts -Section R323 or pressure creosoted. BRIDGING TO JOIST TOE-NAILED 2-8d EACH END Flood Resistant Construction-Section R324 8. A single station smoke detector alarm device shall be installed In each bedroom, on all floors and shall be all interconnected per code. BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3-16d EACH BLOCK Foundation-Chapter 4 9. All bathroom without operable windows to be mechanically ventilated 3-16d 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 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-NAILED found upon excavation, 11. All electrical work to be in accordance to the rules and 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 O 0 to be presented to the Owner at the completion of the job. ` V 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 BLOCKING TO FLOOR JOIST TOE-NAILED 2-8d EACH END 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing and the sewage disposal system to meet Health Department standards. bi 8" poured concrete foundation wall, 8'-0" high, 3000 # test 13. Do not scale drawings. Use figure dimensions only. ^' ROOF SHEATHING Minimum depth-Section 403.1.4, 48' minimum coverage to top of footing 14. All work to conform to the rules and regulations of the New York ` V 16"x8" poured concrete wall footings, 3000 test Energy Conversation Construction Code. All glazed area to be double 8d 6" EDGE 6" FIELD P g # glazed and all exterior door to have insulated cores. STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP Tf0 16" OC / 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 4" oured concrete floor slab with 6x6x 10 mesh and va or barrier QGABLE ENDWALL RAKE OR RAKE TRUSS W 0 GABLE OVERHAING 8d 6" EDGE / 6" FIELD Damp proofing at exterior foundation below grade-Section R406 16. Thseedawigandaspecification are Instruments of service and GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OUITLOOKERS 8d 6" EDGE / 6" FIELD 30"x30"x12" deep poured concrete column footings, 3000# test shall remain the property of the Architect whether the project for 0 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, 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. 0 J STRUCTURAL PANELS STUDS SPACED UP TO 16" OC 8d 6" EDGE / 12" FIELD Provide 3 1/2' steel tally columns. �- Q 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 e braced to prevent damage by the backfill (Section R404.1.7.) USE SIMPSON STRONG-TIE CONNECTORS 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 "5d COOLERS 7 EDGE 10" FIELD Fireblocking - Section R502.13. Z Q GYPSUM WALLBOARD / ANCHOR BOLTS IN FOUNDATION USE: Floor Construction: SST828 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie W r-n 3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING U210 2X6 0 v 1 Floor joists: see Foundation and Floor Plans, spacing as noted. 0 Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER W 2-2x6 ACQ sill with termite shield and sill seal. LTP4 16" O.C. AT EXTERIOR PERIMETER Q �y Finish floors per agreement. AND GARAGE/HOUSE COMMON WALL 4-1Od X 1 1/2" Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END Wallframing and finishing shall be nailed and or screwed in accordance with GARAGE STUD GARAGE SILL PLATE USE: FLOOR SHEATHING WFCM, Table 2 and Section 4 SSP CONNECTOR AT 16" O.C. NOTE' STRUCTURAL PANELS 1x6 fascia, wrap Overhangs as noted. USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING 1' OR LESS 8d 6" EDGE gutters and leaders. Siding: see Elevations.vented soffits. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2" X 5" LAG EDGE 12" FIELD YI l GREATER THAN 1" 10d 6" EDGE / 6" FIELD Tyvek housewrop. MTS 36, 16" O.C. BOLTS AT 116" ON CENTER 1/2 plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. USE (4)-8d NAILS AT EACH END 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE: 1/2" Gypsum wall board MSTA 36, 16" O.C. 5/8"Type X GWB in garage. (2) layers I" GWB at fire partition USE (4)-8d NAILS AT EACH END N 1/2" MR GWB In wet areas Simpson Strong-Tie o At least one window in each sleeping room shall comply with the exit re irements RAFTER TO STUD CONNECTION USE: N P g P y q MTS 36, EACH ROOF RAFTER U210 ZX6 F- of section R310. USE 8 16d NAILS AT EACH END �- 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 SIMPSON STRONG - TIE figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER 4-10d x 1 12" LLI Follow exterior corner framing detail figure R602.10.5 / U (n 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 16 (O.C. USE 4-8D shall have minimum of six (6) fasteners per shingle (section R905.2.5) z Underloyment application (Section R905.2.7.)nailing see table 3.8 DECK POST TO GIRDER CONNECTION USE: 3 NAILS AT EACH STUD SIMPSON For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- PC44 FOR EACH POST of SIMPSON H-8 USE W/ONLY 5 " >� percent slope), of o MIN (OVERLAP IS 12 5- 8D TO STUD ONE SILL %8 ANCHOR BOLT (14") BP-3 PLATE up to four (4) units vertical twelve (12) units horizontal (33 -percent slopeg GIRDER TO DECK JOIST CONNECTION USE: Simpson MTS12 ® EACH JOIST Strong-Tie ). 4- 8D TO PLATE PLATE IN 7" MINIMUM EMBEDMENT underlayment U210 2X6 (EVERY STUD) STUD TO S 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, ON DWGS A-3.1 AND A-3.2) of PS720 (ALIGN WITH JOIST BELOW) AT EACH DECK/PORCH JOIST �• underlayment felt layers with and starting at the eaves , fastened sufficiently to SIMPSON hold in place. PORCH POST TO GIRDER USE: PS720 4=1 r' %" HDU Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, PORCH ROOF RAFTER TO GIRDER USE: overlapping H2.5A AT EACH ROOF RAFTER (14) SDS Y" X 3" WOOD SCREWS a successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-1 Od X 1 1/2" ' 7" MIN EMBEDMENT e o For roof slopes of four (4) units vertical in (12) units. U N Ice Protection Section R905.1.2 TYPICAL P 0 R C H Z DECK LEDGE R (SEE FOUNDATION PLANS A-3.1 AND - •D .• " )•,p n A-3.2 FOR LOCATION) ( ) • •�. n • Underloyment in High wind (Section R905.1.1) CONNECTIONS- (MINIMUM DOUBLE STUD) SIMSON STRONG - TIE g ( ) CID D°p °•>' e D • .o Flashing Section R905.2.8 • > n » Chimney and firespaces - Chapter 10 STU Y2 BEARING PLATE 1 1/4 COIL STRAP - 16 B.C. Energy Efficiency Q•b ° , �� gy y - Chapter 11, see attached report • > D ,n .• ' a •� c „ Mechanical - Chapter 12 DOUBLE 2X MIN. a, D 'n ;•°•a s. .o A, � a^ 4 . ^o USE 4-8D NAILS ® EACH STUD, General Mechanical System - Chapter 13 FOR HEADER OR 'N n, C° s . > > . �.. D ^ n , e D , , e D , s D , , ee , s n - Heaitng and cooling equipment - Chapter 14 BEAM -�. ° a • G °. Ci 4 Exhaust Sustem - Chapter 15 >- >' D A ;�- Q,e, 1,e„ e' •D Duct System - Chapter 16 .� Z s? ' y °• • DOUBLE TOP PLATE MTS30 ROOF RAFTERS Combustion Air - Chapter 17 Simpson Strong-Tie _ •ae e se n Chimneys and Vents - Chapter 18 AC4 " -G71'A -a �w94 K't", SSPPlumbing - Part VII AT EACH POSTiFlood Zone 301.2.4 N SEE PLAN - .` 1 3/4" (MUM ,° °.°s°'' n . UJI EDGE DISTANCE •Cc y D FLOOR TO FLOOR o °•' HEADER LSTA21 Simpson Strong-Tie " ( U CONNECTION KING STUDS CS201� COILED Y2 THREADED ROD IV STRAP. MIN 12" REQUIRED FOR STU 1/2 L. SIMPSON STRONG - TIE CID JACK STUDS OVERLAP AT EACH L SIMPSON STRONG-TIE STUD 0 1 1/4 COIL STRAP - H2A 110 0010 SI MINIMUMDECOVER CNW NUT COUPLER 16" O.C. USE 4-8D AT EACH ROOF o NAILS AT EACH STUD RAFTER USE 8-16D MIN EDGE NAILS AT EACH END, �� y DISTANCE* MIN OVERLAP I S 12 JACK o SILL 12" MIN OVERLAP PER RT2.5 COMPONENT t • " MIN EDGE SHEET NO. STUD TO ROOF RAFTER STHD8 �.����� =- :;:�:.4:•• CONNECTION FLOOR TO FLOOR Simpson Strong-Tie . • •• DISTANCE* WRAP UNDER SILL PLATE TYPICAL STRAPPING FOR AB *NOTE: SEE MANUFACTURERS MIN, OVERLAP IS 12 CONNECTIONS' AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR 0 RIM JOIIST AND FRAMED OPENING EXTERIOR WALL CANTILEVER CONDITION INSTALLATION SILL PLATE T WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS RIM JOIST TO STUD CO)NNECTION _. I