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TOWN OF SOUTHOLD 4 BUILDING DEPARTMENT o SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WI ONE SET Of APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 52881 Date: 04/17/2026 Permission is hereby granted to: Jeffrey P itt e l l 9 Cypress Ave Great Neck, NY 11024 To: Rebuild decks at existing single family dwelling as applied for. Must maintain footprint of existing structures. Premises Located at: 2020 E Gillette Dr, East Marion, NY 11939 SCTM# 38.-3-20 Pursuant to application dated 01/23/2026 and approved by the Building inspector. To expire on 04/16/2028. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $608.50 CO Single Family Dwelling-Addition /Alteration $100.00 i 70 7 i�00 WWI* in p cta r r ""PP °o3l �11TOWN OF SOUTH OLD--BUILDING DEPARTMENT , r Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-�959 �s Telephone(631) 7+65-1,802 Fax (631) 765-9502 Intl . ,. �i �o th � to MY ��w Date Received APPLICATION FOR BUILDING PERMIT 7 L UL h ' h For Office Use Only p' U /il' V{ ✓ 4. '" a 4r PERMIT NCB. Building 1n echo � " JAN 2 3 2026 r Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted.,,Where the Applicant is not the owner,an 14;t,�%� r W Owner-'s Authorization farm(Page ),shall be completed. Date:January 23, 2026 OWNER(S)OF PROPERTY: Name:Banda Maher Pittell and Jeffrey Pittell SCTM# 1000-38--3-29.1 Project Address:2020 E Gillette Dr, East Marion, NY, 11939 Phone#: 516-448-6428 Email:randal @optonline.net Mailing Address:2020 E Gillette Dr, East Marion, NY, 11939 CONTACT PERSON: Name:Randa Maher Pittell Mailing Address:9 Cypress Avenue, Great Neck, NY 11024 Phone#: 516-448-6428 Email:randal optonline.net DESIGN PROFESSIONAL INFORMATION: Name:Tiderunner Engineering & Design Mailing Address:? Ridgewood St, Bayshore, NY, 11706 Phone#:831-229-8817 Email:alex.tiderunnereng@9mail.com CONTRACTOR INFORMATION: Name:Eli Construction Services Inc. Mailing Address:PO Box 388, ,Shirley, NY 11967 Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ■New Structure L..lAddition ■Alteration ■Repair nDemolition Estimated Cost of Project: ❑Dtherre lace existin front,and back decks and add overhan $'65-2,,000 Will the lot be re-graded? ❑Yes ■No Will excess fill be removed from premises? C-]Yes ■No 1 ----- ...............------------ PROPERTY INFORMATION Existing use of PropertYResidential Intended use of PropertYResidential Zone or use district in which premises is situated. Are there any covenants and restrictions with respect to R-40 this property? DYes ENo IF YES, PROVIDE A COPY. ......................------ n f ional Is responsible for ail drainago and stlorim watetissues as provi,4ed,by Cbeck''Box Af ter Read i ng,#- 'T,,he,,ownercont,,tlactor/'desig pro'ess '7 ptL ATIONIS,14tRE6*MAO'EtoAhe Building0epartmerit for he issuanct,of a BuHd1ng,,0,ermft,pursuant1o,"the ha Town.Code. A,PPUC Ordinance of the Town of(Southold,S4ffolk,County,New York and other applicable Laws,,Ordinances or Regulations,for the construction of buildings,, additions,,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,,ordinances.,building code., housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Jeffrey Pittell Application Submitted By t n" ElAuthorized Agent NOwner Signature of Applicant: Date: 1/23/26 STATE OF NEW YORK) SS: COUNTY OF Nassau Jeffrey Pittell he is the applicant being duly sworn, deposes and says that (Name of individual signing contract) above named, (Contractor,Agent, Corporate Officer,etc.) Wrarm;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 23 January 26 day of 20 Notary Public .......... PROPERTY OWNER AUTHORIZATION ,,,- (Where the applicant is not the owner) ,,, .'', , residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 . .................... .. .......... .............. S.C.T.M. NO. DISTRICT: 1000 SECTION:38 BLOCK: 3 LOT(S):20.1 Vol a6 � y �6 ry g N All o� 2�' -U.P,„ ro CL w $ 10 11.4 TY -0 CY sit. ' ',o ` \ _ "U.P. FILL PIPE ^$� ��" O U.P. 01. 4 5.00tr 3 9.2 7 � ,�U.P. UPDATE 01-13-26 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL UPDATE 02-10-23 0U.P. LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA:23,596.85 SQ.FT. Or 054 ACRES ELEVATION DATUM.- UNAUTHORIZED AL TERA T7ON OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS, EASEMENTS AND/OR SUBSURFACE STRUfURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOTS 32 & 47 INCL. CERTIFIED TO: JEFFREY PIT TELL; RANDA MAHER PITTELL; MAP OF:MARION MANOR SPANO ABSTRACT SERVICE CORP.; SP48575-S FILED:MARCH 18, 1953 No.2038 FIRST AMERICAN TITLE INSURANCE COMPANY, SITUATED AT: EAST MARION TOWN OF: SOUTHOLD KENNETH M WOYCHUK IAND SURVEYING, PLLC SU FFOLK COUNTY, NEW YOR K Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 18-101 SCALE: 1"=30' DATE:AUG. 23, 2018 PHONE (631)298-1588 FAX(631) 298-1588 N.Y S. LISC. NO. 050882 maintaining the records of Robert 1.Hennessy&Kenneth M.Woychuk I N B ILDI D P R M TDATA: � � �' 00 ABBREVIATIONSNEW E cn-ro Classification/Floor Area 00 M Floor Level Existing Proposal Total ACQ ALKALINE COPPER QUATERNARY LVL LAMINATE-D VENEER LUMBER ACT ACOUSTICAL TILE MAX MAXIMU �_ Cellar (Finished) 0 O O M AL ALUMINUM MIN MINIMUM J ALT ALTERNATE MRB MARBLE 1st FloorILLE 2 E O O O V AFF ABOVE FIRST FLOOR MS MARBLE!SADDLE m 2nd Floor O O O Ily ASF ABOVE SUBFLOOR MTL METAL A.S. ALUMINUM SADDLE NA NOT APPLICABLE TE LL Total O O O +. A.P.B. ANTHONY POWER BEAM NIC NOT IN 0ONTRACT O O O B.C. BRICK COURSES NOM NOMINAL Garage BD BOARD NR NOT REQ?UIRED ' BOTTOM NITS NOT TO SCALE $` BOT BO ILQ Front Porch O O O "����'• BLDG BUILDING OC ON CENTER _ _+� Rear Porch O O O EA T MAK-�- I CBB CEMENT BACKER BOARD OCC OCCUPArNT(S) CL CLOSET OH OVERHAI`NG NY :.r Decks O O O CLG CEILING PART. PARTITIOPN CLR CLEAR(ANCE) PC POURED,CONCRETE COL COLUMN PT POINT CONIC CONCRETE PKT POCKET CMU CONCRETE MASONRY UNIT PAD RADIUS Z CT COLLAR TIE REQ. REQUIRELD O � 0 CI-1 CEILING JOIST REV REVISIONS) CANT CANTILEVER RM ROOM CMD CARBON MONOXIDE DETECTOR RR ROOF RAFTER LL LL ~ R/R REMOVEf AND REPLACE DIA DIAMETER DIM DIMENSION SEC SECTION, AP fl0i1ED AS NOTED � OR DOOR SF SQUARE', FEET DTL DETAIL SIM SIMILAR DATE: r,rn, O OCCUPANCY G.. DWG DRAWING SQ SQUARE. / opt il ON DOWN STL STEEL FEE �� BY: USE IS UN NOTIFY BUILDING DEPARTM N AT U LAWFUL EA EACH SD SMOKE DETECTOR . EL ELEVATION STD STANDARD FOLLOWING 8AMT04PMFORTHE WITHOUT CERTIFICATE- Ea FOLLOWING INSPECTIONS:EQUAL TC TOP OF CURB 1. FOUNDATION-TWO REQUIRED R301.2.1.1 (2020 Residential Code of New York State) EX EXISTING TEL TELEPHO FOR POURED CONCRETE NE 0(c� OCCUPANCY CjCUPA f� 1R'C" DESIGN: EXH EXHAUST THK THICKNESS 2. ROUGH-FRAMING&PLUMBING Construction in regions where the basic wind speeds 3. INSULATION EXT EXTERIOR TOS TOP OF SLAB Design Criteria exceed from Figure R301.2(4) equal or exceed � EF EXHAUST FAN TX TOILET EXHAUST 4. FINAL-CONSTRUCTION MUST 130 miles per hour shall be designed in accordance z BE COMPLETE FOR C.O. with one of the following: d EW EGRESS WINDOW TXF TOILET EXHAUST N ALL CONSTRUCTION SHALL MEET THE � REQUIREMENTS OF THE CODES OF NEW Plans have been designed FC FIRE CODE TYP TYPICAL in accordance with: 2020 New York State Residential Code � FD FLOOR DRAIN TEM TEMPOR YORK STATE. NOT RESPONSIBLE FOR N W pRY WITH ALL COD FIN FINISHED) TEMP TEMPORARY Z FLR FIRE PROOF SELF CLOSING VON UNLESS VERIFY I�OTHERWISE NOTED DESIGN OR CONSTRUCTON ERRORS AS REQU FIELDIRE, ATE& TOWN ors a' N�,Dr CONDITIONS CLIMATIC GEOGRAPHIC DESIGN CRITERIA: (Table R301.2(1)FT FOOT(FEET) WC WATER CLOSET o �1 u+r1O , OF OU Fj FLOOR GA GAUGE JOIST WR WATER RESISTANT �� '` 0 M, r�� �8pWind Exposure Category:'tt Ground Snow Load: 20 PSF � 4� SO PLANNING BOARD � O GFI GALVANIZED X MOLD MIM TRUSTEES � Wind Speed: 130 mph 3 sec Gust GIL GLASS GFI GROUND FAULT INTERRUPT � ` � uYS DEC 3 GWB GYPSUM WALL BOARD ` SOMOLDW 1110 fastest mile HC HOLLOW CORE b SCH� Special Wind Region: NO HOW HARDWARE / � N Windborne Debris Zone: I ONO � HM HOLLOW METAL � � Seismic Design Category I HOR HORIZONTAL C W w HP HIGH POINT 26.80' 12- m HT HEIGHT RETAIN STORM WATER RUNOFFE Weathering Severe W W Z HVAC HEATING/VENTILATION/AIR CONDITION 62p 110.00 PURSUANT TO CHAPTER 236 Frost Line Depth: 36 inches IN INCH - 76.10. ° Replace OF THE TOWN CODE. � � O INT INTERIOR p l9 Exist House Termite Infestation: Moderate to Heavy U W H INV INVERT O nl Exiting Deck W IndDecay Probability: Slight to Moderate JT JOINT / 11.4t� o 10o L KIT KITCHEN LAV LAVATORY / o `� Winter Design Temperature: Exist. Chicken Coop Ice Shield Underlayment Required Valleys and Perimeter W W W Flood Hazard Exempt Z o Air Freezing Index 599 [-•+ c�1 �so� 1�'40 2i.5o' Mean Annual Temp '51 p.., CV Z s� 110.50' O MIN. DESIGN PRESSURE DP RATING: z s � � 0-4 Windows ZONE 4 DP 25 [� d R-25.00' Doors nl ZONE 5 DP 30 0-4 a ZONE 1 DP 25 U Replace �^ ZONE 2 DP 30 W \ Exiting Deck /��� I V�U 51 ^�0 ,o ZONE 1 DP 20 ONE 2 DP 45 Legend / ZONE 3 DP 45 Existing Walls to Remain [ 1 � Exist. Shed - � $ �'l8g�$111S ` _ Existing Walls to be Removed ; - _ _ - - - New Walls and Partitions N O - i '\ x Insulation Qc O Door - Gave k=� Interior n er or _ (pCo' ne Edge � � Porimeter '"� `''� W 7onW fir— ea�ree indow # 'o Structural Beam Minimum Uniform) Distributed Live Loads: Table R301.5 - - O tG Q�l G��pJ USE LIVE LOAD DEAD LOAD Outlet 6 �D Decks E. Exterior Balconies 40 psf 10 psfLD a N - - Passenger Vehicle Garages 40 psf 10 psf w GFI Outlet GFI R-25.00' ATTICS Habitable or w/Fixed Stairs 30 psf 10 psf L-31.08' c\j w ' ATTICS without Storage 10 psf 10 psf O c7 ¢ m Switch ATTICS with Storage 20 psf 10 psf z p o 3 Q Ceiling Fixture ROOMS other than Sleeping Rooms 40 psf 10 psf a ¢ 3 ¢� -� Sleeping Rooms 30 psf 10 psf U o Q U Exterior Fixture Stairs 40 psf 10 psf LE: Guards and Handrails 200 psf 10 psf 1/4 _ 1 Smoke Detector © Guards in4ill components 50 psf 10 psf �F,OF O Fire escapes 40 psf 10 psf Jos s W CO Detector Table R301.7 p ALLOWABLE DEFLECTION: Vent ® � Structural Member Allowable Deflection � " + y Rafters having slopes greater than 3/12 with no finished `r�� 77006 Vent/Light ceiling attached to rafters L✓1g0 '��FES$IQN�� Interior Walls and Partitions H/180 DWG. NAME: Ceiling Fan Floors L/360 COVER C Ceilings w/brittle finishes(including plaster and stucco) H/360 Ceilings w/flexible finishes (including gypsum board) L✓240 SHEET All other Structural Members L/240 Exterior Walls w/plaster or stucco L/360 DWG. NO.: Exterior Walls-Wind Loods(a)w/Brittle Finishes L/240 Exterior Walls-Wind Loods(a)w/Flexible Finishes L/120 Lintels supporting masonry veneer walls L/600 cowl a. The Wind Load shall be permitted to be taken as 0.7 times the Component and Cladding loads for the purpose of the determining deflection limits herein PAGE 1 OF 6 I It N TABLER402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE RIDGE STRAP DETAIL TYP WALLMINDOW AIR SEAL 00 GENERAL NOTES FIRE/SMOKE DETECTION GIRDER TO S.S.P. COLUMN IT TYPE OR LOCATION OF CONCRETE CONSTRUCTION a.ALL CONSTRUCTION TO CONFORM TO ALL STATE AND LOCAL CODES. MINUIMUMSPECIFIEDCOMPRESSIVE INSTALLATION @ 16"o/c en a. 1 INSTALL SMOKE& CARBON MONOXIDE DETECTORS AS SHOWN ON PLAN. o0 b.THESE DRAWINGS DO NOT INCLUDE COMPONENTS NECESSARY FOR(CONSTRUCTION SAFETY. b. SINGLE& MULTIPLE STATION SMOKE ALARMS ARE ALSO TO BE INSTALLED IN CELLAR AND SHALL STRENGTHa(fc) LSTA24-980 lbs. UPLIFT 0 '"` CONTRACTORS ARE SOLELY RESPONSIBLE FOR SUCH COMPONENTS. BE INTERCONNECTED SO THAT THE ACTUATION OF ONE ALARM WILL ACTUATE ALL ALARMS, IN ° 0 en I BUILDER TO OBTAIN CERTIFICATE OF OCCUPANCY(C.O.) ACCORDANCE W/ R314. POWER SOURCE FOR SMOKE ALARM SYSTEM I$ TO COMPLY W/ R314. Weathering Potential b 0 0 11C d. BUILDER TO CARRY WORKMAN'$COMP. INS. IN AMOUNTS AS REQUIFRED BY LAW. c. AT LEAST ONE CARBON MONOXIDE ALARM IS TO BE PROVIDED IN EACH DWELLING UNIT, IN THE Negligible Moderate Severe p o 0 e. ALL WORK SHALL BE FULLY GUARANTEED FOR ONE YEAR AFTER C.O. IS ISSUED. IMMEDIATE VICINITY OF BEDROOMS ON THE LOWEST FLOOR LEVEL.THE CARBON MONOXIDE BasemeMwaus,faundctionsandaaerc°nare+eno exposed+'theweoNer T<A ' ° f. OWNER TO BE RESPONSIBLE FOR FINAL SURVEY AND COSTS AS REQUIRED BY BUILDING ALARM IS TO COMPLY W/UL 2034 AND UL 217, AND IS TO BE INSTALLED AND MAINTAINED IN 2,500 2,s00 2,500a 'I DEPARTMENT. ACCORDANCE w/ MANUFACTURER'S INSTRUCTIONS. Basement slobs and interior slabs an grade,except gonage floor slabs 2,500 2,500 2500a `2 P� ILING GYPSUM BOARD AS AIR BARRIER A - g. ENGINEER HAS NOT BEEN RETAINED FOR AM'FIELD SUPERVISION OR INSPECTION. d. EXTERIOR WALLS& INTERIOR LOAD BEARING WALLS TO HAVE FIREBLOCKING h. DRAWINGS ARE NOT TO BE SCALED BY CONTRACTOR. ANY DISCREPANCIES ON DRAWINGS ARE TO Basement exposed tothe eatheoos,exte"orwolls°ndohervertia°"'narete S.S.P. CAPS - KLCC SERIES CONTINUOUS BEAD OF SEALANT work exposed to the weather 2,500 3,000d 3,000d BE BROUGHT TO ENGINEER'S ATTENTION IMMEDIATELY PRIOR TO CONSTRUCTION. i.THIS ENGINEER HAS BEEN RETAINED FOR WORK SHOWN ON THIS DRAWING ONLY. ENGINEER IS NOT ELECTRICAL NOTES Parches,carport slobs and steps exposed to the weather,and g°roge Poor slobs 2,500 3,000d 3,500e 16d NAILS ALL HOLES * CONTINUOUS BEAD OF SEALANT RESPONSIBLE FOR OTHER ALTERATIONS AND CONDITIONS. j. DESIGN IN COMPLIANCE W/ 2020 RESIDENTIAL CODE OF NYS, 2020 ENERGY CONSERVATION CODE a. ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE AND LOCAL UTILITY CO. ° i CONTINUOUS MINIMAL EXPANDING FOAM AT " OF NYS,WFCM 2018&AISC/SEI F7-05 b. ON NEW WORK BASE BID ON 200 AMP SERVICE. Far 91:I pound per so...elnch=6.895cop TYPICAL FRAMED OPENING WINDOW PERIMETER > c. ALL WIRING TO BE MIN. 14 AWG. ';w d.CONVENIENCE OUTLETS TO BE 18" A.F.F., UNLESS NOTED OTHERWISE. ° ' `ngth°t 28 day`p" METAL STRAP CAP ► 1".�i 3"NAILS SITE NOTES e. PROVIDE GROUND FAULT INTERRUPTER OUTLETS AS PER CODE. b.see Tabe R3o,.2(p for weo cling pa ertial. ATB"oc. PLATE WINDOW WHIT AS AIR BARRIER ; "•` f. ELECTRICAL CONTRACTOR TO PROVIDE HOOKUPS FOR HEATING AND AIR CONDITIONING SYSTEMS. OVER HEADER TOP CONTINUOUS a. PITCH GRADE AWAY FROM BUILDING. g. ELECTRICAL CONDUCTOR PENETRATIONS THROUGH BUILDING STRUCTURAL COMPONENTS MUST c.Concrete in these locations that may be sudect to freezing and t°�ng during construction s dl be air-eMrainNd concrete WI N OW PEs MINIMAL EXPANDING FOAM AT ' in accordance whm Footnote d. PLATE WINDOW PERIMETER ,,,,�; H _/ b. PROVIDE DRY WELLS AS REQUIRED. COMPLY w/SECT. E3402. FRAMING `' e.ALL TREES WITHIN 15' OF CONSTRUCTION TO BE PROTECTED. h. PROVIDE MAINTENANCE CLEARANCE AROUND CIRCUIT BOX, BOILER, ETC. SEE SECT. E3405. d.Concrete shad be on-em aired.Total air content(percent by volume of concrete)shall be no less than 5 perceent or more �0 ,�_ Cups than 7 percent. BOTH CONTINUOUS BEAD OF SEALANT d. ANY LANDSCAPING DAMAGED BY CONSTRUCTION OPERATION i. ELECTRICAL CONTRACTOR TO COORDINATE WITH OTHER TRADES. I °FOR 2 X B^ SIDES •' a See Section R402.2 for maximum cemerthtious materials content. LINTEL ° : ,4-4 SHALL BE REPLACED AS REQUIRED. ° LINTEL <°F ' I ALL CURBS, SIDEWALKS, ETC. DAMAGED SHALL BE REPLACED. f.For garoge Haar'wth a steel troweled finish,r`d"`"o"oFthe tofu'air content(percent by volume of concrete) to not less than ATTIC EAVE AIR SEAL USE SIX CONTINUOUS BEAD OF ADHESIVE ":�!at 3^NAILS MEMBERS 3 percent Is permitted F the specified compressive strength of the concrete is increased to not less than 4,00)O psi. c °° EACH END; o TREATED EXCAVATION NOTES INSULATION NOTES INSTALL 1"RIGID INSULATION CUT TO FIT BETWEEN THE RAFTERS.FOAM FOR2xe ° TRIMMER a. EXCAVATION CONTRACTOR TO EXCAVATE:TRUE TO LINES AND GRADES DOWN TO a.ALL EXTERIOR WALLS, ROOF& FLOORS OVER UNCONDITIONED SPACES SHALL BE SEAL BOTH SIDES ALONG RAFTER WITH EXPANDING FOAM SEALANT. USLINE ° TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATIOON MATERIALrx Q USE EIGHT \F sruosT CONTINUOUS BEAD OF SEALANT � MAINTAIN EQUAL VENT SPACE FOR LENGTH OF RIGID INSULATION O SPECIFIED LEVELS. INSULATED. ALL INSULATION TO BE FIBERGLASS. FOIL FACE WITH FOIL ON WARM EACH S °° EACH END TREATED E-f rl b. ALL TOP SOIL TO BE STOCK PILED FOR FUTURE USE. ALL EXCAVATED GOOD SIDE. CARE SHOULD BE TAKEN NOT TO TEAR FOIL VAPOR BARRIER. CLASS OF MATERIAL LOAD-BEARING ' °° MATERIAL NEEDED FOR BACK FILL,TO BE STOCK PILED SEPARATELY, NOT NEEDED b. ACOUSTICAL INSULATION TO BE PROVIDED IN WALLS, FLOORS AND CEILING AROUND PRESSURE(pounds per square foot) / 3"NAILS SILL PLATE CONTINUOUS BEAD OF SEALANT Q ti MATERIAL AND UNACCEPTABLE MATERIAL TO BE LEGALLY REMOVED FROM SITE. ALL BATHROOMS AND MECHANICAL ROOMS. NSTALL 1"RIGID �� AT 12"O.C, TREATED Z c. BACK FILL SHALL BE PLACED IN 12" LIFTS& COMPACTED TO 95ro/o OF MODIFIED Crystalline bedrock 12,000 INSULATION VERTICALLY / VENTED BOTTOM PLATE O c. PROVIDE PERIMETER INSULATION AS PER CODE AT ALL FOUNDATION WALLS. To CONNECT INSULATING % , AIRSPACE ° O W PROCTOR DENSITY. d. R-VALUES ARE SHOWN ON SECTIONS. Sedimentary and foliated rock 4,000 FULL- 3 SHEATHING TO RIGID i ATTIC MErAL.folsT O INSULATION BAFFLE. LENGTH °o HANGERSOR REINFORCING NOTES e. MOISTURE VAPOR RETARDANTS ARE TO INSTALLED ON THE WARM-IN-WINTER SIDE Sandy gravel and/or gravel (OW and GP) 3,000 FOAM SEAL BOTH JOINTS INSULATION WALL TREATED W x OF INS. IN ALL WALLS/ FLOORS/ ROOFS/CEILINGS IN ACCORDANCE w/SECTION R322. Sand, siltysand, clayey sand, siltyravel and clayey ravel FRAMING cups f. INSULATION MATERIAL IS TO COMPLY w/SECTION R302.10 AND IS TO HAVE A FLAME , y g y y g STUDS GRIPPE[ Q V?. a.ALL REINFORCING BARS TO BE OF THE DIAMETER SHOWN DEFORMED INTERMEDIATE (SW SP, SM, 5G, GM and GC) 2,000 GRADE NEW BILLET STEEL CONFORMING TO ASTM A 615 GRADE it HAVING A DESIGN SPREAD INDEX NOT TO EXCEED 25 w/A SMOKE DEVELOPED INDEX NOT TO EXCEED ' - - STUDS-NOT (,-�y FOR DOORS �/ Clay,sandy clay, silty clay, clayey silt, silt and sandy silt � L��x1 STRENGTH OF 60,000 PSI. 450.TESTING METHODS MUST COMPLY w/ASTM E84 STD OR UL 723. ALL EXPOSED GIRDER/POST/FOOTING CONN. r- � b.TYPICAL COVER FOR ALL REINFORCING BARS BE THREE (3) INCHES FOR BARS INSULATION ON ATTIC FLOORS ARE TO HAVE MIN. CRITICAL RADIANT FLUX OF 0.12 (GL, ML, MH and CH) 1,500b PLACED AGAINST EARTH AND 2" FOR BARS'PLACED AGAINST FORMS UNLESS WATT/CM .TESTING TO BE CARRIED OUT AS PER ASTM E970 STD. EXTERIOR INSULATING FINISH SYSTEM TO COMPLY w/R703.9. �/ OTHERWISE SHOWN. CHAPTER 6 WALL CONSTRUCTION / c. ALL BARS TO BE CONTINUOUS UNLESS SPECIFIC LENGTHS ARE SHHOWN. ALL SPLICES i GIRDER TABLE R602.3f 1) FASTENING SCHEDULE CONTINUOUS BEAD TO BE FORTY(40) BAR DIAMETERS MIN. WINDOW AND DOOR NOTES GIRDER TO S.S.P. COLUMN DETAIL'A' d. WELDED WIRE FABRIC(WWF)TO BE 6 x 6 SPACES,#10 x#10I GAUGE WHICH SHALL OFSEALANT T DESCRIPTION OF BIIILDING ELEMENTS NUMBER AND TYPE SPACING AND LOCATION CONSIST OF COLD DRAWN MEMBERS HAVING AN ULTIMATE STRENIGTH NOT LESS THAN R N she FASTENER" INSULATION a. ALL WINDOWS AND SLIDING GLASS DOORS TO BE VINYL CLAD WOOD WITHLI KCC SERIES COLUMN CAP � 70,000 PSI. WWF TO BE PLACED AS SHOWN ON THE PLAN. Roof 1Od NAI LS AILL HOLES INSULATED GLASS SCREENS& LOCKS AS MANUFACTURED BY ANDERSEN OR 4tldboxrz4,"'0113"'"` (~ , ,amrk:ro nenxeen ceuiog joists nr rauars m tr,P i-aa common I2�r:x o 131•':or roe na.t � � WOOD POST e. ALL REINFORCING TO BE SECURELY FASTENED TO RESIST MOVEMENT DURING APPROVED EQUAL SIZES AND TYPES AS INDICATED ON PLANS. UNLESS pin 111o'+bnxf3•.n126^),or 3 3".0 131"nar!a CONCRETE PLACEMENT. OTHERWISE NOTED. a.bhbnx".n`;.°'13"13.1 z cna,,,g'nlstcmtop platy 3bn con,n,o-t247.o.'3'"fill PeHm,t me earl PAU SERIES POST ANCHOR f.WELDED WIRE FABRIC OF EQUIVALENT STEEL AREA MAY BE SUBSTITUTED FOR ANY b.ALL EXTERIOR DOORS TO BE INSULATED METAL, AS MANUFACTURED BY .0,131",,a°::2tl"'°` ° REINFORCING BAR GRID. BENCHMARK, STANLEY OR EQUAL.SIZES AND TYPES AS INDICATED ON PLANS. GRADE FULLY WEATHER-STRIPPED, LOCKS.UNLESS OTHERWISE NOTED. Pro V '`Sr°(.h, r,„'r,"1a lrrtr'ryL_, ei'i y "n s ti 1fiz C ,3/8"GALVANIZED LAG _ o ______ __ _-____ V/ CONCRETE NOTES c.ALL INTERIOR DOORS TO BE 1 3/4"THICK, HOLLOW CORE, FLUSH BIRCH, U.O.N.ALL I,r, a GIRDER TO CONCRETE PIER DETAIL BOLTS(4) I CONC Ill FOOTING Z a.ALL CONCRETE TO BE f' c= 3,500 PSI @ 28 DAYS UNLESS OTHERWISE NOTED. DOOR JAMS AND BUCKS TO BE CLEAR PINE. s solp `orafter.f"��alor'„ "'e''.` 9` I r) bo,'In.."'OA46n,:°r Fa 1.11-1h"aner - ANCHOR BOLT ratter 4.3"x 0 131.oars o 0 O -CONC. STEPS TO BE 3,500 f c @ 28 DAYS batoxna:l,f3V..0'3s^Lof ,3/8"/o/yCx3 1/2"LONG LAG BOLTS U 6 Rafter nr oxof truw t°plate 3-1°d c°n'r,°mall,f3•.0.148-L or 2 toe nahs nil one s,ne and 1 toe nail CONTINUOUS WELD b. ALL EXPOSED CONCRETE TO BE AIR ENTRAINED. a to"nox f3.,I o 129•,:n' n oppns:to,denf earn rafter.,tr u:a: a-3"x 0 131"nails A--- c.SOIL VALUE ASSUMED AT=-1 TON PER SQ. FT.AT DEPTHS NOTED. SOIL CONDITIONS ENGINEERS NOTE - FOR ADDITIONS &ALTERATIONS ONLY 1b.11�""xa.'350Lo ,aoa ro:nmon f3'.oiae•'1,or Torn„fl 6" TO BE VERIFIED PRIOR TO CONSTRUCTION. WATER FRONT OR PROPERTIES IN CLOSE Roof rafters.core,vane,or No ra9,•r;or.of al0"bt»fa". :.' nr Q 7 rafter 4.3"z 0 131"oar:. PROXIMITY TO BEACH,CANAL, WATER, ETC:.TO PROVIDE THIS OFFFICE WITH TEST to mfo,mum 2'r,c a cam n x=t•°x'l t+` '°r o I-1 THE ENGINEER HAS BEEN RETAINED TO DESIGN AN ADDITION TO, RENOVATE OR LEGALIZE THIS 2-'edcommnnn4;".0162^',or End calf STA DARD BASE PLATES&CAPS RAFTERS TO RIDGE CONNECTION HOLE DATA BY LICENSED OR CERTIFIED SOIL MECHANIC. EXISTING STRUCTURE. 3-tOdbox(3-xo12B"),or Q 3.i' J.131"nails d. BOTTOM OF EXTERIOR FOOTINGS TO BE 3 -0 MINIMUM BELOW GRADE. wan x lea--ru•r3:',^x o 162") 24';.c:,r,.rail � 4 LS268-675 Il e. ALL FOOTINGS TO REST ON VIRGIN UNDISTURBED SOIL. B Stud to stud at braced well panels) 10„huxl11 .,:i21";,or 16,'-fix"na:i f. STEP FOOTINGS DOWN AS REQUIRED. MAXIMUM STEP FOOTINGS:SHALL BE ONE BEFORE DESIGNING BEGINS,THE ENTIRE STRUCTURE IS MEASURED AND EXISTING CONDITIONS ARE � �' POST ANCHOR DETAIL .'.01;,•na.i: /2 UPLIFT DRAWN. THE BUILDING STRUCTURE AND ITS STRUCTURAL INTEGRITY ARE VISUALLY INSPECTED AND stua'.a,todandabnu,•gswdsatmtersrchng,+all 16n box(31/,""Oros"'.°' 12"a,fats. TMU26-640 IDS. VERTICALLY TO TWO HORIZONTALLY WHERE ELEVATIONS CHANGE. 0 rnr„rrrr 3'x"'.,'"nris � UPLIFT NOTED. POTENTIAL PROBLEMS AND HAZARDS ARE ADDRESSED AND REMEDIES ARE NOTED ON THE atbrarr•,5 allp°" °•' 16d,oin,rnno,:'.0.16r') 1o'a ,a.ena,l w2 Q g. WALL FORMS TO REMAIN IN PLACE IN PLACE 3 DAYS MINIMUM. , emm.:•'f,f,".G16:I I".,-1,edgnfinena, 2 _ — REFERENCE3.38 h.CURE AND SEAL ALL SLABS ON GRADE WITH 2 COATS HORN CLEAR SEAL OR EQUAL. PLAN' 0 B"'! °nradnr 2"''"ilea"nr,rtn" °"ran 1,,,'be.(3/,"xo135') 12^ac.earnedgetore-I - - FOR NAILING CA I. CONCRETE CONTRACTOR SHALL PROVIDE ADEQUATE BRACING FOR ALL WALLS AS 12 i s11Mbo ( "x I28.),a 117 8/12 W Conn°^us Header to stun 4-Ba common 12I!z x 0 131-,;or Toe nail �'' f NOT ALL EXISTING CONDITIONS OF A BUILDING ARE EASILY ACCESSIBLE FOR INSPECTION BY THE o-IDabn.,3"'0,'.0 REQUIRED TO RESIST WIND AND CONSTRUCTION LOADS. 'barnmm°^„",`x0'62°, 6 o°'are^°'' _ _ o REQUIRED @ Q f� ENGINEER. THEREFORE ENGINEER'S LOOK FOR CLUES, FOR EXAMPLE: CRACKS DIFFERENTIAL '2 (1PP,etetntoprht^ gatnxt3"x0.120";.nr 12"or farenall o 0 j. PROVIDE SAWED OR KEYED AND FORMED CONTROL JOINTS FOR SLABS AND WALKS 3"x 0131".ads CATHEDRAL CEILINGS ,� SETTLEMENT,CRUMBLING, ETC...SUGGEST THAT THE EXISTING FOUNDATION MAY BE FAILING OR a-'r,d'.nmmno,;,I, .otnz"har Facrna„n.each5def.fend'o", W ON GRADE, AT 20-0' MAXIMUM IN BOTH DIRECTIONS. 12-1r°lb°x,3'r,"x013."),n, 0 ° IN ADDITION TO RIDGE Onnhle,n„nlatr snucr "o,"um 2A"i" <pl:re te-11...I k. PROVIDE SLEEVES IN FOUNDATION WALLS AS REQUIRED FOR ELECTRIC, PLUMBING SETTLING OVER TIME. THE FOUNDATION MAY NEED TO BE REPAIRED, REDONE OR REINFORCED,WHICH 12 "I 0'2"",. <,arn,erd'n,nt' E WILL BE SHOWN ON THE DRAWINGS. THIS IS ONE OF MANY OF THE ENGINEER'S ROLES IN A PROJECT. 16d x,13 n"fa TYPICAL S A6 UPLIFT H 2" ° ° o STRAPPING 12M2 ^ i> MECHANICAL ETC.COORDINATE WITH OTHER CONTRACTORS DRAWINGS AGENCIES 16acnn,mnnf h-xolbz"' 6'nt.ra,enad r 14 F:) Bottom p!xe to nm rdx[band In!st or 16s box lit/,'i 0.135',,or ° {� O 4 nlnrk,ng l">:at trarM„aII P.,ne!<j t131'nan< 3 r 1"r nail CONNECTION INSTALLATION ° B � L�' rF�y' ETC. THIS ENGINEER HAS INSPECTED THE EXISTING STRUCTURE AND FINDS IT TO BE STRUCTURALLY SOUND 1 Bonoo,pfatete:oistdm,ospband;mstor 3.'nabex'3iL"x0135"'or 3°a-"'6'°,'face nail I I 0 �/ ` I. CONCRETE FOUNDATION WALLS TO BE CAST MONOLITHIC. NO HORIZONTAL JOINTS 5 nail blplk,nnf,tt^„ d allp° 2.""",111• '3'`,""°.162"''°` zea`btri",,,A`e AS FAR AS THE PARAMETERS OF THIS PROJECT. EVERY PRECAUTION HAS BEEN TAKEN TO INSURE a.i"x,,,!1r,0 4narnl,"nr ra,,.r,ad o a-ad nax r::".0'1s"):or 2 ° SHALL BE PLACED IN WALLS. 4-8ddbnx(31r,".0.1"i"t` ^ W m. ALL EXPOSED CONCRETE SLABS TO RECEIVE ENGINEERURAL FINISH AND THAT THIS STRUCTURE IS SAFE. IF A CONDITION IS DISCOVERED DURING DEMOLITION, CONSTRUCTION 4-Bd<nn,n,on z=,,•.0131",.°r °ena:l 4 ° f--I a-'0d box t3".0.1:B";,or OR INSPECTION BY A BUILDING INSPECTOR THIS ENGINEER SHOULD BE NOTIFIED IMMEDIATELY IN ^ r nr,,,,ae ,I,d 40"xo13 nab 1 SCORING AS PER PLANS AND SPECIFICATIONS. 6 T pn n t „l,t n HURRICANE STRAP DETAIL WRITING SO THE CONDITION OR CONDITIONS CAN BE RECTIFIED. i1B0t`x''''' '°''0.11' CROSS-SECTION 0 ~ n. NO CONCRETE OR MASONRY SHALL BE PERFORMED IN TEMPERATi URES 40 DEGREES 216d bornn,o„faV,8-).ci z"'°` PAU o o 3�lOd tax t3'x 0 128").°: .III (�'/� w.i•x 0.1„",,if, RT30F 10d NAILS ALL HOLES F.OR LESS. NO CONCRETE SHALL BE CAST ON FROZEN SURFACES;. 3.'0d box 13"x 0,128"),or rap plates,Lps ar,:nrners one:nMr,ecfions 2-Inn"on":n f311j xn,16x').^ tart nail O. NO ADDITIVES SHALL BE PERMITTED WITHOUT WRITTEN PERMISSSION FROM ENGINEER. - --, , - 995 IDS. UPLIFT 0 o W n PLUMBING NOTES s-6nh.,i2,="xa113"'.nr ° W (� p.ALL FOOTINGS TO BE 8 OR 6 PROJECTION ON EACH SIDE OF FCOUNDATION WALL ' 1"b,a,etoeachstuaandpfete 2.Bnrnmmrxbl f':'.o,,1•nnr LS268&TMU26 MIN. (2)#4 REBARS CONTINUOUS, UNLESS OTHERWISE NOTED (SEES PLANS). a 2.'s„h,1W, 0.12N'9,01 R310 ESCAPE/RESCUE OPENINGS RC q. PROVIDE MINIMUM 2"x4' KEY BETWEEN FOOTINGS AND FOUNDAITION WALL. a. PLUMBING TO CONFIRM TO STATE AND LOCAL CODES. 5f5p1eC''°" :eabnx`2'""x0.113",,nr N TYPICAL LIGHT SLOPE HANIGER b. PROVIDE SHUT OFF VALVES ON ALL SUPPLY LINES AT ALL FIXTURES. '1'.6".nea:n,ngrnea nl:earvr,g 2-Bacon[3n 0.".0.131"):°' L, N r.CRAWL SPACE VENTS, IN ACCORDANCE w,/R408 ARE TO BE LOCATED WITHIN T-0" g 2,2ple,I3c'..:"6^I:nr C. INSULATE ALL SUPPLY LINES. ,31"Io 2�.;-n;0.119°):°' "fora REFERENCE 3.38 a. MINIMUM 34"CLEAR INSTALLATION @ 16"ci � C) OF EACH CORNER OF THE BUILDING. d. PROVIDE FROST PROOF HOSE BIBS AS PER PLAN MINIMUM 2 PER NEW RESIDENCE. 3t Iturm.an l2th•.o 131"1;r FOR NAILING o 20"CLEAR ^ s. ALL FOUNDATION WALLS AT BASEMENTS TO RECEIVE BITUMINOLUS WATERPROOFING. 3.',a tax L3"x 012n',;nr ° OPENABLE AREA SIZE OF HANGER DETERMINED BY SIZE OF RAFTER Fir N Z e. ALL FIXTURES TO BE AMERICAN STANDARD, KOHLER OR APPROVED EQUAL, ,1".P"a d..c-r...onng'n each beaflog Mor,'s,1-.8'.16'° ''"""'g ,a,,rail 5.7 SQ. FT. (SEE MINIMUM ) CARPENTRY NOTES FURNISHED& INSTALLED BY CONTRACTOR. 4.Ed n-(2'F"x0113");or e r� 3-Bd common,21W x 0131"):or EXCEPTION) F f, PIPING PENETRATIONS THROUGH FIRE-RATED WALL OR FLOOR ASSEMBLIES ARE TO 3",nbnx(3`x01)8"„nr ? Q '"-' a. ALL WOOD SILLS BLOCKING, NAILERS, ETC. IN CONTACT WITH MASONRY CONCRETE OR COMPLY W/P2603. 4,tawe,1 "own lbga 1`hl°'° N o b.MINIMUM OPENING TYPICAL UPLIFT CONNECTION O F'°°r N >_ ° HEIGHT 24" ' SOIL TO BE ACQ(TREATED). g.WATER& DRAINAGE PLUMBING IS TO BE INSTALLED IN ACCORDANCE w/SECT. 4."db°`1 e, r013°''°` h- o C~ 1 Inisttosdl toppt,leorgi,a'" 3: flbu'(3"e0.120"'',rr•'d' Toe"a'I ~ o c. MINIMUM OPENING ' (FOR OPENINGS) a tt�� b. PROVIDE ALUM.TERMITE SHIELD& SILL SEALER AROUND ENTIRE(PERIMETER. P2603. WOOD FRAME DRILLING& NOTCHING ARE TO BE IN ACCORDANCE w/ 'i131",0. o WIDTH 20" �- Sa1'.<f23, I0.11i", a'n, tnnnad , INSTALLATION �,, c. ALL NAILS, BOLTS,JOISTS HANGERS& FRAMING CONNECTORS T(0 BE HOT-DIPPED P2603.2. PIPE PROTECTION AGAINST PHYSICAL DAMAGE& CORROSION IS TO BE IS 2 Rion oist ba•dlolafnrn:ockrgt-11ortop bacnmm°"(21„"x:,131",,or TYPICAL RT16T ° d. MAXIMUM SILL U I-.a 2 plate b..f"Ppnrat*b I,.l ton box 13".0.12Rq:or 'o, b.'nail OPENABLE GALVANIZED. TO BE IN ACCORDANCE w/P2603.2.1 & P2603.3. SEE P2603.4& P2603.5 FOR PIPES T-1131-3:ls ° HEIGHT OF 44" AREA OPENABLE @16"O/C a' TRUSS/RAFTER TO DOUBLE O AREA V/ d.ALL JOISTS, RAFTERS, HEADERS&GIRDERS SHALL BE DOUG FIR f b 850 PSI MIN. IN FIRE RATED ASSEMBLIES AND THROUGH FOOTINGS/FOUNDATION WALLS. "' "°'-''''°"'''°' x< _ 'x,'v,.hf!°nrork;;r.rarh,nfal 2-81—b,nnl2'/:"x0131'),or Iacena,l o e. MUST BE ,c TYPICAL LSTA24 W "'db°`"'",126'".°` PLATE INSTALLATION @ 16"o/c o OPERABLE ` " a • STUDS TO BE MIN. HEM FIR f'b 850 PSI. h. PIPE PENETRATIONS THROUGH FOUNDATION WALLS ARE TO BE COVERED w/A ' .-Wdfb-(In-0IM,ne,13/e'Innp J I Q W I ALL SHEATHING SHALL BE 1/2' DOUGLAS FIR EXTERIOR GRADE P LYWOOD NAILED 6d SLEEVE 2 PIPE SIZES GREATER THAN THE PIPE PASSING THROUGH IT, IN o.,I°•',.nr Z LSTA24-980 lbs.UPLIFT 20 GA. n .s Blirn anA fart.nail U- nil.,rtn:n t°,ton'„ 2 3ea f ommory f34,"x o.'e2'' WITHOUT KEYS OR s.T so FT is 7 so.Fr e 2 - 1 t/4"x24° @ 6" O.C. 2 INTERIOR& INTERMEDIATE BLOCKING POINTS.COVERELD WITH 15 LB. ACCORDANCE w/ P2603.4. 2 Toervks tplarkbn.•arn bmon 3-t6e box f31,"x U.136").or At earn bean+g I-cad MINIMUM MINIMUM / 6 2.L.n,nmmnnl3'/ .o.1a2') GIRDER TO CONCRETE PIER DETAIL TOOLS BUILDING PAPER OR CELOTEX INFILTRATION BARRIER PROPERLY TAIPED& SEALED. i. PIPE SUPPORTS ARE TO COMPLY w/SECT. P2605.TABLE P2605.1 APPLIES, EXCEPT 3-Ind rommnn 131/,•.o tbz"' f.ALL SUB FLOORS TO BE 3/4" PLYWOOD NAILED WITH TWIST NAILLS @ 6" O.C. LEAD PIPE I$NOT TO BE USED. PIPE MATERIALS ARE TO COMPLY W/SECT. P2609. 6 Bana°`nm""1t°",;I 4.3•,.013i-ra:ls.rx' ° CRIIPPLE STUD g. ALL WALL CORNERS TO BE MIN, 3 STUDS NAILED 16d- 12' O.C. j. WHERE THE VOLUMES OF ROOMS AND SPACES ARE COMBINED FOR THE PURPOSE OF 4-9^xl4 ga.star'es,',,a"rmwn MINIMUM SIZE WINDOW MINIMUM SIZE WINDOW nail earn lo,e,as o lox.s 32"n.r. FOR 20"CLEAR HEIGHT C w FOR 24"CLEAR HEIGHT STRAP REFERENCE 3.38 26dtnmmdn,a"xr:'g2",.nr ,.Inoendbortomandst,gran^ ANCHOR BOLT DETAIL 2a h. HEADERS,TRIMMERS& JOISTS UNDER PARTITIONS TO BE DOUBLED BLOCK BETWEEN PROVIDING INDOOR COMBUSTION AIR THERE SHALL BE AT LEAST TWO OPENINGS �°- FOR NAILING 1'Cn.,.(3"x 0.128"1,or "uc faze,:...e'top o�•,;"11-1. O2< 2 Bunt-up 9 toms antl hean,s,2.rch I,.n•ner '3".01.31•taus sian,lond on.,on,1,saes JOISTS UNDER PARTITIONS. BLOCK STUD WALLS @ 1/2 STORY HEIIGHTS&AT PROVIDED,ONE WITHIN 1 FOOT OF THE CEILING OF THE ROOM AND ONE WITHIN 1 FOOT 7 la,nr•' And — TYPICAL UPHD8 INSTALLATION $� Q ll ER UNSUPPORTED EDGES OF PLYWOOD. OF THE FLOOR FOR COMBINED USE OF INDOOR AND OUTDOOR AIR. SIZE OF VENTS 2Qodrnmm.°"'^".o1 °' e"e,lateod=.anda,e,rhspl:re FLOOR UPLIFT CONNECTION IS REQ'D.@ EA. 310rl nnx(3"x-I, 0"1,n` ANCHOR BOLT-TO-PLATE i.ALL CAP PLATES TO BE DOUBLED& NAILED WITH 16d @ 12"OC LAP CAP PLATES AT TO BE DETERMINED BY MANUFACTURERS SPECIFICATIONS. 4171b x(3"',a:1, 41Fr1 box(3'�'x 11.135",,nr 4- - END OF HEADER&@BOTTOM OF CORNER. 2p 3i5d.°"""'"t3f""`0162'i;°` -TO-STUD CONNECTIONHEADER STUDS IN ADDITION TO B + 9 .r s n_`o_` nrmhe 4.to„nni3i^;aalrfl).or arnw,<torrarr.farena:, oCONNECTORS@WALL STUDS& J3-O" TO 5-0" USE(2)2x8, UNLESS OTHERWISE NOTED. 2 ,, °,,',°�,;,,°;,'r' Ar^r"1-� 11 SHEAR WALLS ONLY THE CONSTRUCTION TYPE DESIGNATION SHALL BE "I", "II", @ TOP&BOTTOM OFCRIPPLES HEADERS OVER DOORS AND WINDOWS UP TO 3'-0 WIDE TO BE (,2)2x6 FOR OPENINGS SPACING of FASTENERS (SLAB ON GRADE,ETC.) "III", "IV", OR "V" TO INDICATES THE CONSTRUCTION k. FOR HEADERS OVER 5-0 LONG USE DOUBLE JACK STUDS, I. - .. - - T DESCRIPTION NUMBERANt, Edges hrte med,ata I. MIN. BEARING FOR JOISTS, BEAMS& STUDS;TO BE 3 1/2". I'll ( ) E OF BUILDING ELEMENTS TYPE OF FAStENER at'p"O`ts`` gPWS3 WOOD SCREWS OF THE STRUCTURE UNDER SECTION 602 STUDS; Table R602.3 3 M IFT b"•he,th mcht,) CLASSIFICATION m. PROVIDE SOLID BRIDGING MAX. 8'-O" O.C. IN ALL FLOOR CONSTRtUCTION. wand,troa,ral panel,,subnoor,roof and b,tertor Wa11,h-Nd.°to fram1n9 and particfebo Tod N.11 sbeambtp m hamb°Q O OF THE BCNYS •.•••.• • - Requirements forPanel Ise. fnrwaad.tr «Pralp...I-t u. ►'IInh2'thin0"'I Ilfram,n9t FOR CORNERS& FLOOR TO FLOOR CONNECTION Vi n. PROVIDE COLLAR BEAMS AT RAFTERS AS PER STATE& LOCAL CCDDES. (16" o/c, @ na „q,"".r. li OPENINGS GREATER TYP. CONNECTION FOR TWO 7 4'-5" ABOVE ATTIC FLOOR) OR 1/3RD WAY DOWN FROM RIDGE Wall Sheathing used to Resist Wind r2",".0 11.) /-1 - - ,.. .. .. •. ..,,,,,, . . 2 liln"-1'/a" ° god 12ix 0 113",na,� •„r• .,,t O o. ROOF FRAMING IS DESIGNED IN ACCORDANCE w/THE PROVISIONS OF CH.3 OF THE Minimum Minimum Pressures one as a tong mnn(3"^;oldfi",rod nr STORY APPLICATIONS 2018 W.F.C.M. xo.131 2 �/8"%%C ANCHOR BOLT@36"OC V) REFLECTI MINIMUM SHEAR WALL SEGMENT SIZE r-I p. PARALLAM, MICROLLAM OR WOOD STRUCTURAL MEMBERS TO BE:AS MANUFACTURED Wood ` Nominal Maximum . .,tr"rr"raf-loorn¢hb"rt—in drag, F:`r`., 16`ge s'taplewdhrhr"nrr , 6 VE WHITE ASPECT RATIO:H/L<3i - BY TJI CORP.OR APPROVED EQUAL. , ,, r Q ° ° WALL HT.(H) SEGMENT WIDTH(W) �W,,// q. MATERIAL FOR STRUCTURAL MEMBERS IS TO BE IDENTIFIED IN ACCORDANCE w/ R502.1 ; Structural Panel Wall Stud - 4 r,�;: T,l,; �,;,..,""` or,f,-Ion°!1, ,,o� ,,b,,,•`or,"rrnx, MATERIAL FOR LOAD BRIG. STUDS, PLATES, AND HEADERS ARE TO IBE IDENTIFIED IN Panel Span Thickness , Spacing ; f:"grPn hea,hi,•gb k,-1.4'1n,xedrnohngra:°5°.I"e4 „a"'zed' 7 ( REFLECTIVE RED 9'-1° z'-6" E t',rmng,l'„°,rrn.,;fypnw,�s 10'-1.1 3i-Orr ACCORDANCE w/ R602.1. 31;e"g,p,,n h,•nlh,r,rf 1 galvanitedronfingnad.stoplegalvanued, 7 7 PANTONE#187 ca Minimum Nail Rating (Inches) (inches) Panel Nail Spacing Ultimate Design Wind Speed(mphl ° g''`„'"srrrxr.r,Pew•.•ti ui r. STRUCTURAL FLOOR MEMBERS ARE NOT TO BE CUT, BORED, OR NJOTCHED IN EXCESS .- Wood st—h-alpanols,r°.nh,,at,on,,,I,fl°°ronderfaymenttob,00i STUD TO FOUNDATION CONNECTION m OF THE LIMITATIONS SPECIFIED IN FIG. R502.8.CUTS, NOTCHES,AMID HOLES BORED IN Wind exposure category ;a,:ar,die;. ba anfnrm.•d c"x0.12o°,rya"• 6 12 ' ....-. Bd coP,mon(f'" x0133")non "" .• -. " . . .- .., •• I _" •. . . :3 ad,ommoe,2,r'.0131")ruulnr SIMPSONMST2720GA.METAL STRAP, DESIGNATION FOR STRUCTURAL COMPONENTS °+3 ENGINEERED WOOD PRODUCTS ARE NOT PERMITTED UNLESS THE EIFFECTS OF SUCH Edges Field a !s-'" Bdde,.>rm:d,21r,"x0120")nail 6 32 z TYPICAL UPHD8 INSTALLATION II n 't PENETRATIONS ARE SPECIFICALLY CONSIDERED IN THE DESIGN OF TTHE MEMBER, IN _,,,,, 0dtpmmnnr3".f;,48')nali,dr 12"MIN.ON STUD SURFACE THAT ARE OF TRUSS TYPE CONSTRUCTION Size Penetration(in) : (inches o.c.) (inches o.c.) B C D 9 Sodearmtdl2'/,".012T)na:I E 12 HOEDOWN W/ 5/B"Ir'HREADED ROD II N ACCORDANCE w/R502.8.2. STUD DRILLING& NOTCHING ARE ALSO TO COMPLY w/ r - .. ' : _. ` - " _-"" """ For sl:f inch=25.4 min,1 foot=304.8 min,1 mile per hour=0 447 mis;1 ksi=6.895 MPa. a 6d Common 1.5 24/0 3/8 16 6 12 140 115 110 / II II U LO l R602.6. (SEE DETAIL) _ .. -•-•••- -• -• "_ .__W••••-•••_. • ""' • ---< •-••- ••-•- a. Nails are smooth-common,box or deformed shanks except where ottherwise stated Nails used for S. IN ACCORDANCE w/SECTION R312.1.3, REQUIRED GUARDS FOR FHANDRAILS ARE TO 8d Common 1.75 ; 24/16 7/16 16 6 12 170 i 140 135 framing and sheathing connections shall have minimum average bending yield strengths as shown:80 EQUIVALENT) INCLUDING NOTE W HAVE GAPS THAT DO NOT ALLOW PASSAGE OF A 4"0 SPHERE m ksi for shank diameter of 0.192 inch(20d common nail),90 ksi for shank diameters larger than 0.142 3g 'IF" GIRDERS A DI BEAMS V. 24 . 12 140 115 11O inch bW not larger than 0.1'77 Inch,and 100 ksi for shank diameters of 0.1142 inch or less. REFERENCE 1 MAY BE N w N t. STAIR TREADS SHALL BE 1 1/411`THICK CLEAR OAK, UNLESS NOTED. FOR NAIDNG3 1/RO REQUIRED b Staples are 16 gage wire and have a minimum on diameter crrown width. STROKE I ED '` U. INTERIOR TRIM SHALL BE CLEAR MATERIAL.UNLESS OTHERWISE NJOTED. c. Nails shall be spaced at not more than 6lnches on center at all suppo)T5 where spans are 48 inches WRAP&NAIL STRAP AROUND FOR SHEAR O 3 ¢ Z = V. WALL& CEILING FINISHES ARE TO HAVE A FLAME SPREAD CLASSPFICATION NOT orgreater SILL 016"OC ON EACH STUD 6" DIAMETER " GREATER THAN 200 IN ACCORDANCE w/ R302.9.4,&A SMOKE DEVELOPED INDEX d. Four foot by 8-foot or 4 foot by 9 foot panels shall be applied verticaliyy. ) L FR7 Q Q 3 l� TABLE R403.1 MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS(inehesb e. Spacing of ra<,renr,fT not included u,this table shall be dosed on'.iho' rf.'7.3i+" ,M"%%C ANCHOR BOLT@36"OC �W-1 (� Q NOT GREATER THAN 450, IN ACCORDANCE w/R302.9.4.TESTING i METHODS MUST I. For wood structural pane'roof sh-athinq atterhed to gable end rooff framing and to Intermediate TRUSS SIGN NOTE:INSTALL TRUSS SIGN AT LOCATION OF INCOMING ELECTRIC SERVICE.CONTRACTOR TO FURNISH AND INSTALL Q COMPLY w/ R302.9.3 supports within 48 inches of roof edges and ridges,nails shall be spareed at 6 inches on center where LSTA36-1,305 lbs.UPLIFT 18 GA.1 PROFESSIONALLY.FABRICATE AS DETAILED IN DWG. V. U U w.ALL CLOSET SHELVES TO BE CLEAR PINE UNLESS OTHERWISE NOTED. LOAD-BEARING VALUE OF SOIL(psf) the ultimate design wind speed is less than eat mph and shall be spared'4 inches on center where the 1/4"x36" / TRUSS SIGNAG E REQ IF ENGINEERED WOOD ON PLANS SCALE;ultimate design wind speed is 130 matt or greater but less than 140 mph FLOOR TO FLOOR CONNECTION x. PROVIDE 1 " WOOD CLOTHES ROD IN ALL CLOSETS. 1,500 2,000 3,000 £4,000 g. Gypsum sheathing shall conform to AST^4 Cis$,and shall be installeed in accordance with GA 25;. 1/4tt = 111 y.CERAMIC TILE SURFACES& INSTALLATION ARE TO COMPLY w/R7702.4, OTHER Conventional light-frame construction Fiberboard sheathing shall conform to A,;rt C21M. REQUIRED FOR UPLIFT 1 FINISHES TO COMPLY w/R702.5,& R702.6, 1-story 12 12 12 12 h, Spacing of fasteners on floor sheathing panel edges applies to panezl edges supported by framing z.ANY CHANGES TO THE STRUCTURE SHOULD BE BROUGHT TO THE ATTENTION OF THE 2-story 15 12 12 12 members and required blocking and at floor perimeters only.Spacing oaf fasteners on roof sheathing OPTIONAL NAILS END ENGTH panel edges applies to panel edges supported by framing members and I required blocking.Blocking of (WOOD SHRINKAGE m 12" YPICAL •(�OF O ENGINEER BEFORE CHANGES ARE MADE TO THE STRUCTURE ON SITFE. 3-story 23 17 12 12 roof or floor sheathing panel edges perpendicular to the framing memberrs need not he provided except MAY OCCUR AND �S 5 ' W as required by other provisions of this code.Floor perimeter shall be suppported by framing members or CAUSE STRAP TO o p solid blocking BUCKLE OUTWARD v 4-inch brick veneer over light frame or 8-inch hollow concrete masonry ) *( * i. Where a rafter Is fastened to an adjacent parallel ceiling joist In adreordance with this schedule, ROOFING /SIDING NOTES 1-story 12 12 12 12 provide two toe nails on one side of the rafter and toe nails from th)e ceiling joist to top plate in TYPICAL STUD PLAqT/�E TIE SERIES - SP4 ` 2-story 21 16 12 12 accordance with this schedule The toe nod on the opposite side of the ra4itin shall not be required. INSTALLATION @ t 6" O.C. FLOOR TO FLOOR CONNECTION ° �' Y a. ROOF COVERING MATERIALS ARE TO COMPLY w/SECTIONS R902?, R904, & R905 AND 3-story 32 24 16 12 RsBs-ol is a Roof s,earninq R,:,y st.,,r,k nail n,�or!ng the sperlticaclgfss In A n,t te•,r Z 3 ARE TO BE IDENTIFIED IN ACCORDANCE w/R904.4. ROOF DRAINS)ARE TO BE (CANTILEVER CONDITIONS) CLEARS N M, 77006 INSTALLED IN ACCORDANCE w/ R903.4. DRAWINGS AND DETAILS TO BE SUBMITTED. 8-inch solid or fully grouted masonry RAFTER TO DOUBLE TOP PLATE DETAIL p'��FESSIONP� b. ASPHALT SHINGLE UNDER-LAYMENT IS TO COMPLY w/SECTION FR905.2.3. SELF SEAL 1-story 16 12 12 12 EXIST 2X4 STUD WALL @16"O.C. INSTALLATION @ 16"o/c TYPICAL LSTA STRIPS AND FASTENERS ARE TO COMPLY w/ R905.2.4& R905.2.5i. DETAILS OF 2-story 29 21 14 12 FOR NAILING PROP 3✓9/1 6„ K LSTA24-980lbs.UPLI DWG. NAME: ASPHALT SHINGLE ROOFING INSTALLATION ARE TO BE SUBMITTED). FOR ROOF SLOPES 3-story 42 32 21 16 FASTENERS:2 l OdXI 1/2 TQ DOUBLE LVL TYPICAL KST237 iv 20 GA.1 1/�"x24" OF 4/12, DOUBLE UNDER-LAYMENT IS REQ'D. IN ACCORDANCE w/'R905.2.7.THE REQ'D RAFTERS/TRUSS LSTA24-980 lbs.UPLIFT 20 GA. DETAILS FASTENERS:10-10dX1 1/2 T EXISTING 2X4 SILL 1 1/4"x24" o° UNDER-LAYMENT IS TO CONFORM w/ASTM'D226, D 1970,D4869„AND D6757,AND IF For 51:1 inch=25.4 min,1 pound per square foot=0.0479 kPa. PLATES PLATE / END LENGTH APPLICABLE,TYPE CLASSIFICATION INDICATED IN ACCORDANCE w//TABLE R905.1.1(1) c. FOR ROOF SLOPES, ICE PROTECTION THAT CONSISTS OF AT LEAST 2 LAYERS OF I° PROVIDE BLOCKING 1"MIN. m 12" YPICAL & NOTE S a.Where minimum footing width is 12 inches,use of a single wythe of solid or DOUBLE PROPOSED 2X4 DOUBLE TOP UNDER-LAYMENT CEMENTED TOGETHER,OR A SELF ADHESIVE POE'-YMER MODIFIED PLATE BITUMEN SHEET, IS TO BE USED& IS TO EXTEND FROM THE EAVE'S,EDGE TO 24" MIN. fully grouted 12-inch nominal concrete masonry units is permitted. TOP PLATE o FLOOR-TO-FLOOR INSIDE THE EXTERIOR WALL LINE OF THE BUILDING IN ACCORDANCE w/ R905.2.7.& ` a REFERENCE 3.38 REFERENCE 3.3B R905.1.2. N } \ FOR NAILING 2"MIN, INSTALLATION @ 16"o/c FOR NAILING DWG. NO.: d. FLASHING MATERIALS ARE TO BE CORROSION-RESISTANT AND INISTALLED IN 17 4 ACCORDANCE w/R703.8, R903.2, & R905.2.8. UN e. HOUSE WRAP MATERIAL OR BUILDING FELT& IT'S INSTALLATION(ARE TO COMPLY w/ U �— 2X4 STUD WALL @ 16" / � PROP 2X4 STUD WALL @16"O.C. STRAP @ R703.2 O.C. 6-1odX1 1/2" ' ' EACH STUD A - I f.WEATHER RESISTANT SIDING ATTACHMENT AND MIN.THICKNESS,ARE TO COMPLY w/ TYPICAL H16 -1470 lbs. UPLIFT (0.148"X1 1/2")_ �'" R703.3.2. TRUSS/RAFTER TO DOUBLE d" WALL TO CRIPPLE WALL CONNECTION PLATE INSTALLATION PAGE 2 OF 6 II i N O� M M s ,ram. 0 h oz o � Wo c� Ca c� as H H 00 0 U Q O q H O � O � Q O � QH o Q � �4 H o [� N O Front Deck plan o a UL-LdQ W Rear Deck plan z 0 w x z o ° 3 Q w � U mi C:� I U SCALE: 1/4" = 1 ' 4 77006 p'�OFESSIONa� DWG. NAME: FLOOR PLANS DWG. NO.: A - 2 PAGE 3 OF 6 II i N 00 d' O� M M t S . z w'4�w w� O oz � o Q � H 0 z z 0 U Q x LLIJ ION x Rear Elevation U Q O � ww z w � Z N o � N O A-, N Z z o o � a � x Ucon E- W Q Ca W Front Elevation 0 w 11 ELL=��i x n U) z Q ° 3F/,q F7 r� w � ¢� 3 C x ujmjOj U SCALE: 1 /4" = 1 , Left Elevation JOSS w 0 770o6 p�OFESSI�NP� DWG. NAME: ELEVATIONS DWG. NO.: A - 3 PAGE 4 OF 6 II I N 00 IT O� 00 M n M t 4 t} , n �$ rF 3 a y •r a� "+E�, Qz _ o ° 8 °_1,S,1 Treatcd lo.Diam PC Post Ftg I Q w/Treated 4 x 4 Post Q (TYP) o _ o I O O U 6) X O a� 6 •• N L z ° z 0 U Treated 2 x 8 DJ Connected to Treated Q 2 x 8 Lagged to Framing a 1/2" Lags 10" O.G. I � w � U Q O � ww z L--� o � w www I w � � w Z o I N� o -iTreated 2 x 8 DJ Ex. Treated 2 x 8 DJ a N Z Connected to Treated Connected to Treated z C) 2 x 8 L-agged to Framing 2 x 8 Lagged to Framing Q ~ 1i/2" Lags 15"O.C. 1/2" Lags loll O.C. 4 U F-' `a CA v� N I � Q W I v x x N N Treated 2x8 DJ TreatedIX5 DJ @ loll O.0 @ 1s' O.0 v � I m T m m N z N Ul v v 4 CID, I (� 4-1 N 17" Diom PG Post Ftg N Cl� w/Treated 4 x 4 Post DG Lid m � (TYP) I `� N J �D N W __j 0 z 3 Q z Dec.k Structure Plan LB U Ll n U SCALE: 1 /41, = 1 ' . JCS 5 W O,P 0 77008 SS10���. DWG. NAME: STRUCTURE DWG. NO.: A - 4 PAGE 5 OF 6 � I 'TWO 2 X 4 00 RAFTER C� TOP PLATES 2X TOP PLATES OVERLAP AT M CORNER LOCKING WALLS NOTCHED TOGETHER CRIPPLE RAKE STAGGER JOINTS 24 ft OR STUDS WALL CUT PLATE TIED WITH USE SPLICE PLATES CONTINUE STUDS SINGLE OR DOUBLE 16 GAGE STEEL STRAP. SEE SECTION R602.32 COMMON (ALIGNED TOP PLATE SEE SECTION R602,15.1 WALL STUD WITH SPACING STUDS BELO" DOUBLE 2X CEILING FULL-HEIGHT STUDS WITH HEADER W5 JOIST ADJACENT TO HEADER I/" PLYWOOD 2 SEE SECTION SPACER R602,7.5 BETVV__11 END FIRESLOCK AROUND RAFTER PIPE RAFTERS AND CEIUMNO TRIMMER —HEADER- JOISTS OR APPROVED STUD - SEE RABIES R602.7(t) AND R602,7(2) KING STUD T JACK STUDS OR OP PLAT TOP PLATE- g. SEE DR UJNG AND TRIMMERS NOTCHI PqOyI&oW SECOND STORY SECTION Rame,I WALL STUDS NOTE SEE SECTION R602.3 WAU STUD.- Provides maximum nailing surface on interior and exterior JOIST IS PEFOMTTED To SEE DRILUNG A140 �f FLOOR JOIST- BE CUT OR NOTCHED "OTCHtma PROVKUONS walls. 2X WALL STUDS BETWEEN THESE LIMITS SECT*N AW2A RAKE WALL DETAIL—PLATFORM SEE MI-LING AND NOTCHING PROVISIO14S —HEADER DETAIL FRAMING TOP PLATE FRAMING DETAIL SECTION RSW 8 2X4 BEARING WALL /SOLID BLOCKING BOTTOM PLATE 'I SPAN BOTTOM i JUST NAILED TO PLATE TOP PLATE a STUD FLOOR JOISTS 8=JOIST 0, I'D BAND JOIST OR FORBLOCKINGAND I IN,x 4 IN,F480ON SUBFLOOR BLOCKING BRIDGING B�E CUT WTO STLID- CD SECTION R502-7 SEE SECTIION R50ZO FIRST RAFTER CRIPPLE WALL- SEE SECTION 602.9 FOUNDATION E_o --- ------- OF PAIR NAILED i WITH TWO NAILS I BEARING flod FOR I"RIDGE SILL PLATE WALL 16d FOR 2"RIDGE) FOUNDATION C) - ----------- WALLSTUDS LAPJO1ST3IN,IVIN, BAND JOIST B07TOM PLATE OR SPLICE-6M SECTION AS02.&i SEE SECOND I IN.BY 4 IN. OR BLOCKING >-, DIAGONAL BRACE ANCHOR BOLTS EMBEDDED IN FOR FIRE BLOCKING RAFTER FOUNDATION 6 FT.O.C.MAX. BILL PLATE LET INTO STUDS OF PAIR JOIST NAILED �/, %:*;'. CRAWL SPACE OR SUBROOR N.- WITH ONE BASEMENT 10 d AND FOUNDATION MONOUTHIC ONE 10d SLAB-ON-GRADE �OEENN'041L CORNER AND PARTITION POSTS T FOUNDAT;ON INTERMEDIATE RAFTER TIE: RI PLATFOfWFRAMING OR COLLAR ------------- BEANG WALL BALLOON FRAMING .4 mm,I foot=304. 8 Mot. FOUR 8 d AT EACH RAFTER ^ APPLYAPPROVED SHEATHING OR BRACE FIGURE R602.3(l) . .. ..... EXTERIOR WALLS WITH I IN.BY 4 IN.B INTO STUDS AND PLATES AND EXTENDING FROM RACES LET TYPICAL WALL,FLOOR AND ROOF FRAMING NOTE:A THIRD STUD AND/OR PARTITION INTERSECTION BACKING STUDS SHALL BE PERMITTED TO BE OMITTED BOTTOM PLATE TO TOP PLATE,OR OTHER ROOF PEAK THROUGH THE USE OF WOOD BACKUP CLEATS,METAL APPROVED METAL STRAP DEVICES INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S DRYWALL CLIPS OR OTHER APPROVED DEVICES THAT SPECIFICATIONS.SEE SECTION RW2.10. WILL SERVE AS ADEQUATE BACKING FOR THE FACING MATERIALS. z ........... .............. inch=25.4 mm, I foot=304.8 mm. FIGU RE RM2.3(2) FRAMING DETAILS 0 �D I 3 ,^ W � w Treated 2 x 8 DJ Connected to Treated Treated 2x8 DJ i 2 x 8 Logged to Framing z O.0 K N R N Treated 2X6 CU 9 10"O.0 (3)Treated 2x8 l I ! w w w (3)Trexted 2x8 O 10" Diarrr PC Post Ftg w/Trecited 4 x 4 Post (Typ) 1-5 17' Dorr PC:Post Ftg Section B-B T-4" w/Treated 4 x 4 Post (Typ) U PLATE BLOCK TWO 16 d ONE 16 d TO FILLE:f, BLOCK '-THREE 16 d TO FILA ER BLOCK A I N.,'WIDE iDE 16d 12" O.C. E STEEL >TO SPACER AT STUD DOD z .S WILLO CE 115 d >STAGGERS )OD F 16 d 12 DTT 1 Z DTTI Z 750 1b.Ansmb!y 1:fl (2"D.C. LOOK11 0.0, tY VERTICAL i 1 condmin I — Wldnvm STAGGERED E ;OLE Fkwh vAn. Wall 'LATE THREE 16 d t"DTT17 rwio—I 70 FILLER BLOCK: -iOd Railings to comply with R31:2.1 R312.2 C--,sh-nift or t ftrk�.n Pre cm t�� lod TOE- pway kom th')vn 1 to P-cv,e kX r-w- See Notes on A-1 for Full Description NAILED WALL 70 SOL STUD S forv,jorn K",Y-Mt -0-0 or C,."0" SOLE Trrtw�W��W?G fnfl c- scrmA' Ccmd!t1o*,2 —Toft of%V,01 PPP-D-w.", Mgt z 0 D TT I Z .jIgrrr? w!"i Vctiv)m of Ck�ck Jole, g 7reated 2x8 10 U.C; SOLE F an0w),in sfm,�� T1-X", S�Z)I'5;r-c (2)Treated 2X8 M S < STUD A TO HAVE SAME NAILINGIt cn th.3 of ttr- Po,mxr,tl��DTT1Z (2)Treated 2x8 (2)Treated 2X8 U I C I C) I U TO FILLER BLOCK AS STUD 13 r,':1 SCALE: or vM�,tr��cC p Zx 1 /4', 1 , CORNER POST PARTITION TO WALL HDGsrtrr. e"7*v t*OT TIZ to b*Wvt�0 zr�y PB Post Base(typ.) CONNECTION (2)Treated 2x8 �t SS � WALL WOOD BACKER STRIP 1_5 1 . STUDS 1 X OR 1/2" PLYWOOD, NAILED IN PLACE BEFORE EXTERIOR 17DIam PC Post Ftg SHEATHING APPLIED w/Treated 4 x 4 Post 77 (Typ) A SS1 DWG. NAME: Section A-A SECTIONS DWG. NO.: CORNER BLOCKING DETAIL INSULATED WALL DETAILS A - 5 PAGE 6 OF 6