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Home My WebLink About1000-127.-8-8.5 OFFICE LOCATION: °aF.� T� MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) �.. �. Telephone:Southold, NY 11971 ;.cep � ya, 631765-1938 C' �06 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: November 12, 2024 Re: LWRP Coastal Consistency Review for BARBARA LASKIN REVOCABLE TRUST, c/o BARBARA LASKIN SCTM# 1000-127-8-8.5 BARBARA LASKIN REVOCABLE TRUST, c/o BARBARA LASKIN requests a Wetland Permit to construct a ±4'6" x±11' addition onto the southerly side of the existing permitted one-story dwelling. Located: 480 North Oakwood Road, Laurel. SCTM# 1000-127-8-8.5 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is INCONSISTENT with the LWRP. 1. The structure is as-built constructed without board review. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney Town of Southold RECEIVED LWRP CONSISTENCY ASSESSMENT FORM NOVO 0,6 i0 4 Southold 'I own A. INSTRUCTIONS Planning Board 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town), 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold 's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# ld �-C"Svc t(e� FeV 1, 1 PROJECT NAME ®�j��, The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity, agency regulation,land transaction) ❑ (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit, approval, license,certification: Nature ent of action: i Location of action:— A4 GAP Aa 0 /41 �� / ��j�� Site acreage: Present land use: /49 Present zoning classification: 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: (b) Mailing address: ZY1V /I/Y Z007-- (c) Telephone number: Area Code ( ) � (d) Application number,if any: A)/8 Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ NoIr If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ❑Yes ❑ No UNot Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWR.P Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No S�Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No XNot Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No WNot Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. ❑ ❑ kr Yes No Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWIZP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No WNot Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No C 1 Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ Ye�] NwVNot Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No D;rNot Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ NooNot Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ NoJR Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No2eNot Applicable PREPARED BY TITLE DATE , 33 23A, yet • •. 0•-0Pot � Scli^vEC NO 1t5 Ol FOR NO EC rN , sLti EC t,0 Q x O a h ? 65 147 rx ea wP ° 35y<) 3D 2Nc1 O 4 a �\ \ v C�`s a • t.�:.+r".. :,1 .;5'"' fit, \ \ z° . i t i• q �A 1 M .. � � .oxx.x srwn.r c A' w 4 3 FOR PCI n0 .- Eurc» -,A _ -.- - —( S C) nonce COUNTY O F F�U OLK:fKrn,} w.nw.rt amwwR s.c a+ sec r<x<w ,A nw — _ •,._�___ .—,�" �•" o<� � .�,. .e,��.,u s�2,w„ w x.Eaa wn�..aws�a�iEn n souiROEu127 From: Barbara Laskin barbara@laskinmedia.com Subject: Print out Date: August 9,2024 at 2:56 PM To: Barbara Laskin barbara@unitonecom.com .....................__.._._..........................................................._........._.........._.........._....................................................................................._.........................._.............._........._..............................................._......................................................................_........................................._........._.........................._.............__.............. This email was Malware checked by UTM 9. http://www.sophos.com This email was Malware checked by UTM 9. http://www.sophos.com Y � r *z 4r �_� <„� /�.��- � is/�/ / / I �-� / �l (4 �1 , a� � - .•� Y v From: Barbara Laskin barbara@laskinmedia.com Subject: Print /f Date: August 9,2024 at 2:52 PM To: Barbara Laskin barbara@unitonecom.com This email was Malware checked by UTM 9. http://www.sophos.com 'r t 4 s w _ 111 �w . t �ev.n-w .s.....ea�.,�w... .�+.—..Y..+a.r.,...t-. +.....+,...... v.-..-.........�_�...._ ..._.......-n..rn..-e.+'a'ul....:a.w..!.�'..+r.:.�.:Hi�....r .a�.ay.l..a....._....ea....sa.w..s..+..rr.... v.iwJ This email was Malware checked by UTM 9. http://www.soph.os.com r ke. �ry � ate c N LAUREL, NY 11948 rz.s -r-- - --- y�o TOWN OF SouT-TI'®LD Su ' '®Ld� CO UNT'Y, N. �''. vO p J$vc 5 Z'I �\ � 1000-127 8—S5 SCALE: 1=30' JANUARY 2.3, 20J3 I , N 0�'03 `i MP a 10. r l N IFY cy- sad O �/ 1a \ �\ o Ci CEIvE 1I a L�� y A U G 1 6 2024 x � s P I 5a o t ��g• o EL Swuwld Town .� Ile 8aardorTrusL-a . U a E�> LOT NUMBERS REFER TO "MAP OF LAUREL PARK" 0 LOT G�p,� FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON c O P I Q�e OCTOBER 5. 1925 AS FILE NO. 219 �, ' 6gro$ �o N FLOOD ZONE FROM FIRM RATE MAP NUMBER 36103CO48Ira : .r $. SEP I EMBER 25, 2009 p� N� AREA 329M SO. FT' ELEVATIONS REFERENCED TO N.A.V.D (UNLESS NOTED) o_ TEST HOLE DATA x�9 TOM LINES BY McDONALD GEOSaENCE am form ar.with the STANDARDS FOR APPROVAL TREE 1/3/13 x o'' AND CONSTR.U.CHON OF SUBSURFACE SEWAGE i =MONUMENT El_ ti�•9� BROWN STY SAND sM DISPOV- SYStYS FOR 'SWQ EE FAMILY RESIDENCES =WEE t LAND FLAG 3. and will-abide by the conditions set faith therein and on the o permit to construct. o_ �� PALE BROWN WE SAND. SP � . PE N C S RVEYOR j .C. i.2� w�- �0.7 �. ANY ALTERAAON OR ADDITION TO THIS SURVEY 15 A 1?OLAI7o"1 (631) 765 5020 FAQ (631) 765—i79i �aA OF sEc;IOry 72osoF TIDE NEB:+ Y�RIc sr.�TE EDue7►oN CAS �[((� EXCEPT AS. PER SECTFON 7209-SUBDIVISION 2. ALL CERTlRCr4 AONS P_O. BOX 09 i WATER PALE eRDNE P HEREON.ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF -t-vc SAIL) MAP OR COPIES BEAR THE IMPRESSED SEAL .OF THE SURVEYOR SOUTHOLD, N R S 9TI A `�� WHOSE SIGNATURE APPEARS HEREON. - r7 THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. �Cc• p, ° I-EXISTING ROOF CONSTRUCTION TO REMAIN F, O 12 EXISTING ROOF SHINGLES TO REMAIN 12 EXISTING EXISTING REVISIONS DESCRIPT ION 2/8/24 REVISIONS PROPOSED ROOF CONSTRUCTION RAFTER TO WALL 12 12 (14) 10d X 1 1� " FAS 3/21/24 PLANS FOR BUILDING PERMIT 4 NEW ROOF SHIN!§(T 4I� 6/28/24 REVISED PLANS EXISTING FASCIA & FRIEZE BOARD TO REMAIN / 4" CORNER BOARD EXISTING HOUSEEXISTING HOUSE " ,.�C35 5/4 X4" WINDOW EXISTING HOUSE EXISTING & DOOR SURROUNDS CXW1 5 EGRES - SIDING TO YPICAL) ,EGRESS REMAIN HARDIE BOARD LAP SIDING TO MATCH EXISTING MTS12 — HARDIE BOARD LAP SIDING TO— HARDIE BOARD —MATCH EXISTING— LAP SIDING TO MATCH EXISTING EXISTING DECK EXISTING DECK EXISTING DEC • 4'-6" 4'-6" D 10 ADDITION ADDITION ADDITION -� RAFTER TO WALL P WEST SIDE ELEVATION P SOUTH SIDE ELEVATION P EAST SIDE ELEVATION SCALE: N.T.S. 1 SCALE: 1/4" = 1'-0" 2 SCALE: 1/4" = 1'-0" 3 SCALE: 1/4" = 1'-0" W 0 Lli Q 00 EXISTING DECK ABOVE = W Q O -- EXISTING I I DECK I EXISTING I 0 DECK 12 TYPICAL ROOF CONSTRUCTION O O 0 'Z EXISTING w W I o F NEW ROOF SHINGLES PER SELECTION OF OWNER O n/ z S OVER 15;!ROOF FELT ON 1/2' CDX PLYWOOD SHEATHING. LL z I �tiG, NEW ROOF RAFTERS SISTERED TO EXISTING RR 0 16' O.C. Q O EXISTING 4'-6" EXISTING 4'-6" X I w �� JO 2 TYPICAL CEILING CONSTRUCTION V > ADDITION ADDITION 0 2'-3" 2'-3" I 'QF NEW 2' X 8' COUNG JOISTS 0 16' O.C. SET a-0' ABOVE ~ Q EXISTING EXISTING EGR SS �q� ROF FINISHED FLOOR W/ R-38 BATT. INSULATION -J ti os O 10'-0" ao CX 135 PROPOSED FASCIA TO MATCH EXISTING HOUSE Q = W -2 n WHERE PROPOSED WALL 4X6 POST F- F r MEETS CEILING Q EXISTING RR TO REMAIN �� EXISTING RR TO REMAIN N N Q I I I I TECO EACH RAFTER TO R POSED (3)9}" TYPICAL WALL CONSTRUCTION W o f— Z EW X8 RO M EADER UPSET M lz A T RS ® 16 V INE OF EXISTING w . , � NEW 2X10 AC � ' SHEET ROCK PROPOSED HEADER NEW SIDING PER SELECTION OF OWNER OVER TYVEK HOUSE O.C. FOUNDATION WALL 16" O.C. TECO Z PROPOSED WALL 14" WA}tfs AND CEILING WRAP 1/2 CD X PLYWOOD SHEATHING ON EXISTING 2 X4 WD. w TO REMAIN (TYP) I of STUDS 0 16 O.C. O O EXISTING p`a� Q EACH JOIST I� Z Ow I I I I INSIDE EXISTING ROOM I z `Y w EXISTING w FLUSH Q' m O EXISTING PORTION OF EXISTING PROPOSED e _ o TYPICAL FLOOR CONSTRUCTION O W LIVING ROOM o DECK Q a F EXISTING WALL TO BE REMOVED EXISTING CATHEDRAL Iw o� of No �O of F O I� o DECK I I I I S�NROOM -' CEILINGS c9 ?� w o a _p M I J O Q Q o LIVING ROOM FOR ADDITION oo PROPOSED FLOOR JOISTS TO MATCH EXISTING 016' U.C. O G� O aZ �Q a I1 c� I3 Y I I I I 4" I W/ ; ' PLYWOOD SUBFLOOR INSULATE UNDER FJ W/ R-30 PROPOSED WALL TO MEET � � � � U o o U � M UNDERSIDE OF CATHEDRAL O S 3 I Q I w I GATT IN & COVER W 4.XS Y? HARDIE BOARD W O 0 (n I Q I w o I I I R OSED EXTERIOR Z CEILING LINE OF NEW d I O_ N j L5 I Af I OF ADDITION 2X10 DOUBLE BOX BEAU THRU CONSTRUCTION (TYPICAL) N W 2 8 CEILI 1 U.I j< I Z �w OIS ® 16" EXISTING z I I 1 x N F I I I I BOLT ACQ LEADER w x N N EXISTING DECKING) LINE OF EXISTING WALL C. U ;�, FOUNDATION v w EXISTING FLOOR CONSTRUCTION PROPOSED FJ TO AND SLIDING DOOR TO BE I I I w U REMOVED iv NO CHANGE > �ZR L O EXISTING FOUNDATION 16' O.C. PROPOSED 2X10 ACQ LEDGER LINE OF EXISTING FLAT CEILING CX 135 : M I WALL TO REMAIN TECO EACH JOIST FLUSH EXISTING 2" BUMP OUT '-0 EGRESS I 14"X14" POURED CONCRETE PIERS INTO EXISTING ROOM 2'-3" 2'-3" N E W ON 28"X28' POURED CONCRETE 14"X14" POURED CONCRETE I FOOTINGS 36" MINIMUM BELOW 4'-6" PIERS ON 28"X28" POURED GR OF nrI3 ADDITION 4—6" X15ADE. TYP CONCRETE FOOTINGS 36" TO MATCH EXISTING FIRST FLOOR EXISTING EXISTING ADDITION MINIMUM BELOW GRADE. I HEIGHT (TYPICAL) BEDROOM DINING N (TV OTF 3)NO CHANGE HEIGHT ROOM oZ ACCORDINGLY TO MATCH NO CHANGE EXISTING FIRST FLOOR o HEIGHT (TYPICAL) o m N� I o s CROSS SECTION X W I Z SCALE: 1/4" = 1'—O" Iw Ridge Beam Charles M . Thomas a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 P FIRST FLOOR PLAN P FOUNDATION PLAN � I I ° • � I .I 1 I SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" PROJECT_�—____ I, I LEGEND °°° RIDGE - ► +�_ _ RAFTER MSTA - EXISTING I .� - TO BE REMOVED D58 - PROPOSED FRAME WALL Simpson Strong Tie WITH CEILING COLLAR TIES 0 32" O.C. PROPOSED PLANS & CS-20x18 MIN. WITH (7) 10d COMMON NAILS P Strong—Tie EXISTING WI Simpson Stron Tie REMOVED EXISTING DOOR TO BE REMOVED PER RAFTER INSTALLED OVER PLYWOOD \\OV RIDGE STRAP TIE ADJUSTABLE HANGER SCALE: N.T.S. SCALE: N.T.S. DATE: 1/23/24 D E S I G N C R I T E R I A PROJECT No. DRAWING BY. CMT 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 LWJ 00� 00 SNOW SPEED DESIGN FRDST DESIGN SHIELD HAZARDS LOAD LOAD SUCTION LOAD OCCUPANCY FREEZING CONSTRUCTION M LOAD (MPH) CATEGORY LINE TEMP. UNDERLAYMENT CLASSIFICATION INDEX WEATHERING DEPTH TERMINATE DECAY REQUIRED E 1 OF 1 20 130 B SEVERE • TO MODERATE SLIGHT11 Y E S FROM 1998 40 PSF 20 PSF PERIMETER EDGE ZONE - 6.72 PSF EDGE ZONE - 35.6 PSF RESIDENTIAL 34' 599 TYPE V HEAVY MODERATE FIRM MAPS INTERIOR ZONE - 51.4 PSF INTERIOR ZONE - 28.9 PSF HE 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 WHDLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. .•-- ~" CORNER AND PARTITION POSTS TOP PLATE FRAMING TO ACC 0 M A D A TE TABLE R 301.7ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS RAFTERS AND CEILING PIPING R 6 02. 7.2 STUCTURAL MEMBER ALLOWABLE �4 JOISTS OR APPROVED DEFLECTION ROOF TRUSS TOP PLATES RAFTERS W/GREATER L/180 Us z TOP PLATES ,.. SLOPES THAN W/NO ..... I ;* SECOND STORY TOP PLATE- WW MM ATTACHED TO RAFTERS � 4s FINISHED CEILING TOP PLATE SEE DRILLING AND 16d NAIL AT 24 O.C. GYPSM BOARD INSTALCLF��INTABLE 3.1 STUD INTERIOR WALLS AND H '- � - JOIST IS PERMITTED TO NOTCHING PROVISIONS ACCORDANCE WITH PARTITIONS /180 BE CUT OR NOTCHED FLOORS AND PLASTERED L/360 FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- BORED HOLE MAX CEILINGS STUD SEE DRILLING AND SEE DRILLING AND DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS OF STUD DEPTH MEMEBERS DIAMETER 40% z WFCM SECTION 3.3.1.1.1 1/3 SPAN 1/3 SPA I WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL EXT. WALLS W/ PLASTER OR H/360 OF STUD DEPTH o � -{ d NAIL AT 6" O.0 NSTALLED IN ACCORDANCE 5/8" MIN. TO EDGE STUCCO FINISHE 5/8" MIN. TO EDGE o T - ALL PANEL EDGES WITH WFCM TABLE 3.1 EXT. WALLS-WIND LOADS L/240 WITH BRITILE(b) FINISHES JOIST ENDS TO BE 8d NAIL AT 12 O.C. ON ALL EXT. WALLS-WIND LOADS L/240 FOR BLOCKING BLOCKED AGAINST FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FIExIBLE a FINISHES / NOTCH MUST NOT EXCEED 5/8" MIN. TO EDGE TOP PLATE BAND JOIST AND BRIDGING ROTATION IN ACCORDANCE (a) CORNER DETAIL PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH OR BLOCKING SEE WFCM SECTION 3.3 WITH WFCM 3.3.1.3-END RESTRAINT a. The wind load shall be permitted to be taken as 0.7 times the AND 3.3.1.4 BRIDGING GYPSM BOARD INSTALLED IN component and cladding loads for hte purpose of the determining BEARING d NAIL AT 6" O.C. deflection limits herein. BORED HOLES SHALL NOT w ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT ALL PANEL EDGES BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% o WALL 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 CROSS SECTION OF CUT OR 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 LAP JOIST 3 IN. MIN. CUT INTO STUD - patio covers, not supporting edge of Lglass or sandwich panels, the total load deflection shall not AND SO BORED N co BAND JOIST -BOTTOM PLATE FOR FIRE BLOCKING exceed L/60. For sandwich panels used in roofs or walls of z OR BLOCKING WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall 16d NAIL AT 24" O.C. INSTALLED IN ACCORDANCE WFCM 2015 SBC HIGH WIND EDITION not exceed L/120 SILL PLATE JOIST o WITH WFCM TABLE 3.1 TABLE R 301.2221 WFCM 2015 SBC HIGH WIND EDITION W ° CRAWL SPACE ° °c 8d NAIL AT 6" O.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 OR BASEMENT SUBFLOOR MONOLITHIC FRAMING MEMB,�RS AT PANEL NOTCHING AND BORED HOLE LIMITATIONS COVERING DEAD LOAD 3.3 A FOUNDATION EDGES AND 12 O.C. ON ALL ROOF/CEILING ROOF/CEILING NOTCHING AND BORED HOLE LIMITATIONS SLAB-ON-GRADE (b) INSIDE CORNER DETAIL PANEL EDGESBERS NOT AT FOR INTERIOR NONBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALL NOTCHING AND BORED HOLE LIMITATIONS WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING EXTERIOR CORNER FRAMING ROOF ONLY 1.0 1.2 BEARING WALL FOR EXTERIOR BEARING AND INTERIOR ROOF PLUS ONE STORY 1.0 1.1 2x4 CONTINUOUS 0 TYPICAL )NALL, FLOOR & ROOF FRAMING NON-BEARING WALLS: R602.6 (1 ) & (2) FOR Sk 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) LATERAL BRACE AT 6' D.C. � (N JOISTS a. LINEAR INTERPOLA11ON SHALL BE PERMITTED 0 NE DEBRIS PROTECTION FASTENING SCHEDULE W 2-10d NAILS � 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 RAFTER TRUSS OR CEILING JOIST 0W FASTENER SPAN 4 FEET 6 FEET BLOCKING SECTION A-A c PLE TUD OR STUD TO STUD DETAIL GABLE END TRUSS Z - < 4 FEET < PANEL SPAN < PANEL SPAN F PICAL TYPE - ENDWALL ONNECTORS Q 0 <_ 6 FEET <_ 8 FEET 1/2'SPACINGS AHFADFR A' R QUIRED ALLOWS NO. 8 WOOD SCREW 16" 10" g" HOLDDOWN E CH SIDE 10-8d U ANCHOR WITH 2 EMBEDMENT INSTALLATION NAILS LENGHT HEADER STUDS ULL LENGTH DOUBLE ) A A WA STUDS 5d COOLER NAILS AT 10" O.C. Q ATIHARDI ARE a ° CORNER STUD NOTE' 2"x4" BLOCK NAILED TO EACH ®NO. 10 WOOD SCREW " " o CONNECTED TO BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS ANCHOR WITH 2" EMBEDMENT 16 12 9 HOLDDOWN ° o TRANSFER SHEAR TYPIC L AT EACH END OF HEADER AND (HDU) ° ° ° CONN CTO S AT BOTTOM OF HEADER STUDS IN GYPSUM BOARD Z LENGHT ° NOTE: SIMILAR REQUI ED N UP ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7" O.C. � W ° CONNECTION AT EA H SIDE CO EC R ° FOUNDATION. R UIR BALL STUDS AND AT TOP AND 20 GAUGE STRAP 0 2-16d COMMON Z " " " NAILS AT6 D.C. FLOOR BRACING AT END BAYS TYPICAL1 4 LAG SCREW BASED ANCIHOR 16 16 16 SIDE WALL oW WITH 2" EMBEDMENT FRAMING AND UPLIFT P END WALL 10-8d NAILS Q HT �B�DDR (WFCM FIGURE 3. 6) CONNECTIONS FOR OPENINGS Q W � u a. THIS TABLE BASED ON 180 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. I w 8d NAIL AT 4 O.C. ENDWALL STUDS b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. FACE OF FOOTING CEILING BRACING GABLE ENDWALL FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. BAND JOIST " 12" MAX. w c. ANCHORS SHALL PENETRATE: THROUGH THE EXTERIOR WALL COVERING WITH AN V) CL o (WFCM FIGURE 11 ) __j EMBEDMENT LENGHT OF NOT LESS THAN 2" INTO THE BUILDING FRAME. I o Cn SHEAR ABED NAIL REQUIREMENTS FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. o �` �, TOP PLATE U w d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING Q o VIBRATION-RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT ° ~ H NO CEILING PROVIDE RAFTER TO RIDGE TENSION STRAP cv LESS THAN 1,500 POUNDS. o H/2 BUT NEED OT / DIAPHRAGM CENTER 2x BLOCKING RIDGE HANGERS IF USE 8-E COMMON NAI S N WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) ° ° ° ° EXC ED 15 FT. AX. EXCEED 40 NEED M�T REQUIRED ON SHEATHING JOINT RAFTER TAILS ARE NOT EACH END OF 1-1/4�' N HOLDDOWN o CORNER STUD 15,/32 WOOF STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP ~ ° CONNECTED TO ONN GABLE ACE AND ON WALL BELOW PLATE OF WALL BELOW ROOF RAFTER (HDU) a o a ° TRANSFER SHEAR BASED ON SHEARWALL REQUIREMENTS 0- ° ° FOUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL BALLOON FRAMING " w 20 GA. STRAP- DOUBLE ' ° 14" WIDE MIN. AT IHARDIWARE PREFERRED METHOD 9 w RAFTER W/(8) 8d NAILS HOLD DOWN 8d NAIL MI 12 O.C. RON S o U- ALL FRAMING MEMBERS EACH SIDE BRACKETS AT SHEAR WALL CORNERS NOT AT PANEL EDCES WINDOW AND DOOR OPENINGS: GYPSUM BOARD Z (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM W RIDGE BEAM ---\FLOOR TO FLOOR 16d24" NAIL AT OW M 1D5 24" D.C. RIDGE TENSION STRAP , DETAIL 4, CONNECTION o TABLE R301 . 5 NOTES1'� r' FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. v SDE 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 HOLDDONNS NOTES O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN O M EDGES SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND T A B L E R %301 . 5 NAILS ) SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE I S• RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND m p s o n 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 8-8d TO STUD CONNECTION FAILING SCHEDULE (TABLE 3.1, OR MORE ADJACENT TRUSSES NTH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI )CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 A 3 5- Chimney Framing , 2-8d TO PLATES �VCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE >- 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 .� Z ROOF RAFTER RIDGE DETAIL CONNECTION (A) OUTSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOADUSE LI VE LOAD 3STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD REQUIREMENTS. 4-8d TO PLATE 3SUM BOARD 8d NAIL AT c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE o UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND a SCALE: N.T.S.N. Ir.S. * NOTES: SIMPSON STRONG TIE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SIZE PER MOST RECENT ATALOG PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. 4O w 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 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 INSTALL THROUGH FIRST FLOOR SHOE. 0 NAIL PENETRATION INTO FRAMING IS ACHIEVED. e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR WOOD STRUCTURAL WALLS'f. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE PANEL INSTALLED IN PASSENGER VEHICLE GARAGES 50 L III * HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED L co®I ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 X ®I NAILING SCHEDULE \-16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED®Ica o(TABLE 3.1, WCFM 2015 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE LOAD REQUIREMENT. 20 HIGH WIND EDITION) o ® ? FOR STORA E°PER FOOTNOTEATTICESbNSEE SECITION NG R802E4Q.2RFORNTS ROOMS OTHER THAN SLEEPING ROOMS a 8d NAIL AT 6 O.C. ON CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR 40 ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED AT PANEL EDGES AND f B) INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE SLEEPING ROOMS 30 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 OF THE BOTTOM CHORD AND BOTTOM OF ANY OTHER TRUSS 2 MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS s MET:. EXTERIOR CORNER 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. ( TABLE 3. 1 WFCM 2018 HIGH WIND EDITION (TABLE 3.2A WFCM 2018 HIGH WIND EDITION) The design of this structure is based upon prescriptive approach using the SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2018 130 MPH COPYRIGHT 2015 SBC NAILING SCHEDULE ONNECTIONS RESISTIN PLIFT, published by The American Forest and Paper Association. Non- Structural elements G E N E R A L N 0 T E S• � are based upon the 2020 NEW YORK STATE RESIDENTIAL CODE. - MAX. ANCHOR BOLT SPACING (INCHES) .�. ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 1. All works shall be performed in accordance with all state, w. . tj, RESISTING SUPPORTING "� , JOINT DESCRIPTION NUMBER OF NAILS For the Climatic and Geographical Design Criteria, see Table R301.2(1) on municipal, local zoning and building codes and ordinances " COMMON NAILS NAIL SPACING sheet no. 1 1 - FLOOR 1/2" ANCHOR BOLTS 31 having jurisdiction and best standards of construction LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 48 All non engineered lumber to be Douglas Fir#2 or better practice. RAFTER TO TOP PLATE TOE-NAILED 4-8d PER RAFTER/STUD 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.26 Wind Limitations-Section R301.2.1 The American Institute of Architects Conditions shall apply Design Criteria-Section R301.2.1.1. (See Table R301.2.(4)A for Wind-Bom Debris to all work performed on this project. el CI) `irk CEILING JOIST TO TOP PLATE TOE-NAILED 4-8d PER JOIST L WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANCHOR BOLT SPACING SHALL NOT EXCEED THE Protection Fastening Schedule For Wood Structural Panels 2. The Contractor shall verify all conditions at the site. An �`. ` LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 3.2C) OR LATERAL AND SHEAR LOADS (TABLE 3.28). 9 ) Y Y � y CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 9-16d EACH LAP 4: N N C E FOR THREE SHALL ANCHOR BOLT SPACINGSCOND GUST WIND SPEEDS �EXCEEDTER AN 130 MPH.6 FEET ON CENTER. discrepancies must be brought to the attention of the Architect Live Load-Section R301.5 prior to commencement of construction. The Contractor shall be CEILING JOIST OVER PARTITIONS FACE-NAILED 9-16d EACH LAP Light and Ventilation-Section R303 responsible for corrections not reported once he has started work Minimum Room Area-Section R304 except for hidden job conditions. Z COLLAR TIE TO RAFTER FACE-NAILED 6-8d PER TIE Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and o 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, a- 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 v Ramps-Section R311.6 the work in accordance with the construction documents. The V) 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 STUD TO STUD FACE-NAILED 2-16d 24' O.C. Guards-Section R312 and/or the building as designed without the expressed written o HEADER TO HEADER FACE-NAILED 16d 16" O.C. ALONG EDGES Smoke Alarms-Section R314 consent of the Architect. Carbon Monoxide Alarms - R315 5. The contractor and all subcontractors shall maintain continuous TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2X4 STUD Foam plastic-Section R316 insurance coverage statutory policies (Worker 3-16d PER 2X6 STUD Flame Spread and Smoke-Section R315 Compensation, etc.) and general liability in an mount not U) co Insulation-Section R316 Z 4-16d PER 2X8 STUD Dwelling Unit Separation-Section R317 less than # 5 million and automobile liability and damage o Moisture Vapor Retarders-Section R318 coverage not less than $ 2 million. The Architect shall be j N � N FACE-NAILED 2-16d (SEE NOTE 1,2) PER FOOT named insured on any and all policies. Protection Against Decay-Section n R 6. Provide 0.025" of a meatal shield, other than aluminium, over fibrous = (0 rn FLOOR FRAMING Protection Against Termites-Section R318 insulation at all perimeter sills. Site Address-Section R319 JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED 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 LEDGER STRIP TO BEAM FACE-NAILED 3-16d EACH JOIST Design based upon presumptive load bearing values of sandy gravel and or gravel 10.Heat Heating York to be designed to provide 70 degrees F. with outdoor at 3000 pounds g g P g JOIST ON LEDGER TO BEAM TOE-NAILED 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. 0 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 LU 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 0 5/8 Ancor Bolts (SSTB-28) See chart on this sheet for spacing W BLOCKING TO FLOOR JOIST TOE-NAILED " and the sewage disposal system to meet Health Department standards.2-8d EACH END Use figure s Do not scale drawing . 8" poured concrete foundation wall, 8'-0" high, 3000 # test 13. dimensions only. V) LU N 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 Energy Conversation Construction Code. All glazed area to be double STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16" OC 8d 6" EDGE / 6" FIELD 16"x8" poured concrete wall footings, lazed and all exterior door to have insulated cores. 2-1 3/4"x11 7/8» 3000# test g Microlam Girder (or 3 1/2»x11 7/8 Power Beam) 15. The insulation protection as indicated on these plans exceeds Z W GABLE ENDWALL RAKE OR RAKE TRUSS W 0 GABLE OVERHANG 8d 6" EDGE / 6" FIELD 4" poured concrete floor slab with 6x6x#10 mesh and vapor barrier the Code's minimum standards. _ Damp proofing at exterior foundation below grade-Section R406 16. These drawings and specification are instruments of service and GABLE ENDWALL RAKE OR RAKE TRUSS W1 STRUCTURAL OUTLOOKERS 8d 6" EDGE / 6" FIELD 30"x3O"x12" deep poured concrete column footings, 3000# test shall remain the property of the Architect whether the project for GABLE ENDWALL RAKE OR RAKE TRUSS W1 LOOKOUT BLOCKS 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 0 Deck and porch flootings as noted, 3000# test, 48 minimum buried depth on any other project except by written authorization of the Architect. r � CEILING SHEATING 17. Architect has not been retained for site supervision, on-site V 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. WALL SHEATHING No footing shall be set higher than a 30 degree angle from any other footing O Pour no concrete on frozen ground or in freezing water.STRUCTURAL PANELS STUDS SPACED UP TO 16" OC 8d 6" EDGE / 12" FIELD Provide 3 1/2' steel tally columns. �- < 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 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 D Z Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. INSTALLATION MANUAL FOR HIGH WIND RESISTANT Q W Draftstopping - Section R502.12 CONSTRUCTION CATALOG C-HW02 GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD Fireblocking - Section R502.13. Z 0 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 U21O 2X6 0 Floor joists: see Foundation and Floor Plans, spacing as noted. 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 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 Wallfroming and finishing shall be nailed and or screwed in accordance with GARAGE STUD GARAGE SILL PLATE USE: NOTE: WFCM, Table 2 and Section 4 SSP CONNECTOR AT 16" O.C. STRUCTURAL PANELS 1x6 fascia, wrap USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING Overhangs as noted. 1' OR LESS 8d 6" EDGE 12" FIELD Vinyl vented soffits. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2" X 5" LAG Alluminum gutters and leaders. Siding: see Elevations. GREATER THAN 1" 10d 6" EDGE "6 FIELD T ek housewra . MTS 36, 16 O.C. / Yv P BOLTS AT 16" 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. N USE (4)-8d NAILS AT EACH END 5/8"Type X GWB in garage. (2) layers I" GWB at fire partition N / RAFTER TO STUD CONNECTION USE: Simpson Strong-Tie 1 2" MR GWB in wet areas N At least one window in each sleeping room shall comply with the exit reqirements MTS 36, EACH ROOF RAFTER U210 2X6 f•- of section R310. USE 8 16d NAILS AT EACH END F- 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 CL SIMPSON STRONG - TIE figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER " LIJ Follow exterior corner framing detail figure R602.1 4-10d x 1 12 U Cn0.5 / 1 1 /4" COIL STRAP - DECK POST TO CONCRETE CONNECTION USE: 16" O.C. USE 4-8D Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles PBS44A FOR EACH POST shall have minimum of six (6) fasteners per shingle (section R905.2.5) z NAILS AT EACH STUD Underlayment application (Section R905.2.7.)nailing see table 3.8 DECK POST TO GIRDER CONNECTION USE: Q w SIMPSON For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- PC44 FOR EACH POST W � MIN OVERLAP IS 12" SIMPSON H-8 USE W/ONLY e " �> o � 5- 8D TO STUD ONE SILL /s ANCHOR BOLT (14 ) percent slope), BP-3 PLATE up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie 0 PLATE PLATE IN 7" MINIMUM EMBEDMENT underlayment MTS12 ® EACH JOIST U21 2X6 (EVERY STUD) STUD TO S SEE ANCHOR SCHEDULE, shall be two 2 I rs applied in the following manner. Apply A 19-inch 483 stri ATTACH T ( of ( ) � PP g PP y ( ) P PORCH POST TO DECK USE: p• 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) •� SIMPSON hold in place. PORCH POST TO GIRDER USE: PS720 9/8" HDU Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, PORCH ROOF RAFTER TO GIRDER USE: (14) SDS Y" X 3" WOOD SCREWS overlapping H2.5A AT EACH ROOF RAFTER successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-10d x 1 1/2" ' (SEE FOUNDATION PLANS A-3.1 AND ♦ „ 7" MIN EMBEDMENT o o For roof slopes of four (4) units vertical in (12) units. TYPICAL PORCH Z DECK LED(.7 E R VCM e Ice Protection Section R905.1.2 CONNECTIONS A-3.2 FOR LOCATION) n` 4 Q•�• °• ' Underlayment in High wind (Section R905.1.1) W M .D oA a•s. e ,° •• (MINIMUM DOUBLE STUD) SIMSON STRONG - TIE Flashing (Section R905.2.8) STU BEARING PLATE q• .o '•a n e• D , ` I » Chimney and firespaces - Chapter 10 v , 1 /4 COIL STRAP - 16 O.C. Energy Efficiency - Chapter 11, see attached report D a y, a • Mechanical - Chapter 12 DOUBLE 2X MIN. D ,'° ••o• c�• �a Q� 4- • ° USE 4-8D NAILS ® EACH STUD, General Mechanical System - Chapter 13 FOR HEADER OR G I ° ° b D , > D . A . > �> 9 9 equipment P Heaitn and cooling a ui ment - Cha ter 14 BEAM ° 4 .° c °.Ate l ' 4 ° Exhaust Sustem - Chapter 15 ■ Z "• �° �°a^e ;n. 4°. ' °.. " ,° Duct System - Chapter 16 � • o DOUBLE TOP PLATE MTS30 ROOF RAFTERS Combustion Air - Chapter 17 Simpson Strong-Tie Z> D >' D . 0 D ,,, Da � Chimneys and Vents - Chapter 18 ~ s e u e• ° AC4 � •0, ° �• G �••: ° D - Plumbing - Part VII AT EACH POST o n%x '31 • ° no'�'',•_ ' SSP _C PLAN 1 3/4" IMUM Flood Zone 301.2.4 UJ EDGE DISTANCE '�•°° o' sD HEADER Q FLOOR TO FLOOR D LSTA21 Simpson Strong-Tie 0 CONNECTION KING STUDS CS20 1%" COILED Y2" THREADED ROD L STRAP. MIN 12' REQUIRED FOR STU 1/2---,, SIMPSON STRONG - TIE JACK STUDS S�RDLAP AT EACH �- o 1 1/4" COIL STRAP - SIMPSON STRONG-TIE H2A 2"MINIMUM CNW NUT COUPLER 0 0 16" O.C. USE 4-8D SIDECOVER AT EACH ROOF ° NAILS AT EACH STUD RAFTER USE 8-16D MIN EDGE ��MIN OVERLAP IS 12 NAILS AT EACH END, JACK o SILL DISTANCE*� o .'•• , 12" MIN OVERLAP PER RT2.5 - - COMPONENT -' • z • • ` ` ' ' '` •�'• MIN EDGE SHEET N0. STHD8 �` ��0 '•• • ''�'••'s',• DISTANCE* STUD TO ROOF RAFTER FLOOR TO FLOOR Simpson Strong-Tie WRAP UNDER SILL PLATE CONNECTION TYPICAL STRAPPING FOR AB p g NOTE: SEE MANUFACTURERS MIN. OVERLAP IS 12" CONNECTIONS'N N E C TI 0 N S' AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR INSTALLATION SILL PLATE TO RIM JOIST AND FRAMED OPENING EXTERIOR WALL CANTILEVER CONDITION RIM JOIST TO STUD CONNECTION WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS