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HomeMy WebLinkAbout52888-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 52888 Date: 04/20/2026 Permission is hereby granted to: Sean Evans 3538 Peconic Bay Blvd Laurel, NY 11948 To: construct a single-family dwelling as applied for per SCHD&Planning approvals. Land clearing must be inspected by the Planning Department or the Building Inspector prior to construction. Premises Located at: 730 Maple Ln, , NY 11952 SCTM# 107.-3-2.1 Pursuant to application dated 11/17/2025 and approved by the Building Inspector. To expire on 04/19/2028. Contractors: Required Inspections: Fees: Single Family Dwelling-NEW $2,047.50 CO-RESIDENTIAL $100.00 Total $2,147.50 --it-uliding Inspector 41 TOWN OF SOUTHOLD—BUILDING DEPARTMENT l� Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 114 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only 5 26 ,,, PERMIT NO. Building Inspector:—........-.—. �w_. 1 Applications and forms must be filled out in their entirety. Incomplete 1 applications will not be accepted. Where the Applicant is not the owner,an Owners Authorization form(Page 2)shall be completed. Date: November 12, 2025 OWNER(S)OF PROPERTY: Name: Sean Evans & Morgan Evans scrM#1000-107-03- O 2 Project Address: 730 Maple Lane, Mattituck New York 11952 Phone#: 631-603-6750 Email: evanssean.usaf@9mail.com Mailing Address: P.O. Box 277, Laurel New York 11948 CONTACT PERSON: Name: Sean Evans Mailing Address: P.O. Box 277, Laurel New York 11948 -°......" Phone#: 631-603-6750 ::: Email. evanssean.usaf@gmail.com DESIGN PROFESSIONAL INFORMATION: Name: Young Associates Attn: Thomas C. Wolpert, P.E. Mailing Address: 400 Ostrander Avenue, Riverhead New York 11901 Phone#: 631-727-2303 Email: tcw@youngengineering.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION BNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? BYes ONO Will excess fill be removed from premises? ❑Yes BNo 1 PROPERTY INFORMATION Existing use of property: Intended use of property: Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? BYes ❑No IF YES, PROVIDE A COPY. ❑Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and In buildings)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): Thomas C. Wolpert, P.E. BAuthorized Agent Downer Signature of Applicant: Date: November 12, 2025 STATE OF NEW YORK) SS: COUNTY OF ) Thomas C. Wolpert being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (s)he is the Agent for Applicant (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief, and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this �a day of OIL Notary Public Denise;I . Cuddy Notary Public State of New York PROPERTY W. ER At Tl lC IZA No,OICU6178519 Suffolk Coun (Where the applicant is not the owner) COInission Expires Dec.3,2t1 ", Sean Evans residing at P.O. Box 277, Laurel New York 11948 Young Associates Attn:Thomas C.Wolpert, P.E. do hereby authorize to apply on my beh to h wn of Southold Building Department for approval as described herein. /r— '�'l wner's Signature Date Sean Evans Print Owner's Name 2 A. p� Y G57 a P„ � '�g `��w4 Q y M u�i x yj "� �51 Z Zg Gi m �„p � l z7i3q " '- yQ Iy 2,� -Nr w a q SIM SS g9 Q la �.'ti, a r✓V L"1`+ w s zF d N 3 C III S z °o ............ ry .—i tb RD b � +L w _w .w � m w.. �........................ �... y r. 2 a RAN ^GVA � iAa cur fl�Q uH ° f Olk LIP Dill tOr Ln ✓" ow, ,�* "r^, `ram� � "�8 e 9 YI g �w fit M.r"+qP'MYmW"TMd.C"v4Nvp�'Itl"'i'4.�Y:'� MFuM1mMMW"p'RMK4YMXiW"baro vu uo u�4C'�,•WOAKK'4N+b rANw�W aMNA muMm.w+rWMMRkeNMAu LU q-y I O N N 3 0 oil C � f °s 8 � ' .w W o 1 N, if . A- s � .. y$� ppp W� M' �.._ � _w. m � g V� N .....wwwww U � � 3 W r i =+ :�, o(, Albert J. Kru ski, Jr. ST�O�][�l��l WA\T]E� p 1\�1[A\NA\�G►]E1\\11]ENT SUPERVISOR SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 119M ' , Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: Young Associates Attn:Thomas C.Wolpert, Q.E. Date: Novmber 18, 2025 &5aauz� Contact Information: tcw@youngengineering.com (E-Mau a TekPhom Number) 631-727-2303 Property Address / Location of Construction Site: Lot 1, "Evans Standard Subdivision" S.C.T.M. #: 1000 730 Maple Lane District Mattituck, NY 11952 107 03 P/O 2 Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT ❑ - Area of Disturbance is less than 1 Acre. No S.P,D.E.S.Permit is Re uired! X- Project does Not Discharge to Waters of the State. No S.RD.E.S. Permit is Re uired! ❑ - Area of Disturbance is Greater than 1 Acre&Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S.Permit DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Buildin Permit. ❑ - Area of Disturbance is Greater than 1 Acre&Storm-water Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E. , Permit throw h the Southold Town Engineering Deportment Prior to Issuance of a Building Permit. , 11 Reviewed By: �� Date: J FORM " SMCP-TOS December 2024 A L, Cel`v ed 1/w3 AIR nil lffi OF nel 5gut all! pill! pop — 2 "Ulu INNS 111 AMID oil 1 .-1 0 - '439dD 9NO1 aw UPON! .......... i 22. THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE 5. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN 2. SHEATHING PANELS FOR FLOORS, ROOF, AND WALLS SHALL BE APA RATED GENERAL NOTES STEEL DECK NOTES PROPERTY OF THE ARCHITECT OR ENGINEER WHETHER THE PROJECT FOR ACCORDANCE WITH ACI PUBLICATION 315,LATEST EDITION. SHEATHING, EXPOSURE 1, WITH A MINIMUM SPAN INDEX RATING OF 32/16. SEE ✓�� 1. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE NEW YORK BUILDING WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ARCHITECTURAL PLANS FOR THICKNESS. No a Mueg rer, PE 1. STEEL DECK SHALL BE DESIGNED, FABRICATED, AND ERECTED IN 631 CODE 2020. ALL WORK SHALL CONFORM TO LATEST N.Y.S. BUILDING CODE AND ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY 6. SPLICE TOP BARS AT MID-SPAN ONLY AND BOTTOM BARS AT SUPPORT ONLY 3. SHEATHING PANELS ON FLAT SURFACES SHALL BE INSTALLED WITH FACE ( )655-8489 AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE UNLESS OTHERWISE NOTED. ALL REINFORCING SHALL LAP 36 BAR DIAMETERS GRAIN PERPENDICULAR ACROSS SUPPORTS AND CONTINUOUS OVER TWO OR ACCORDANCE WITH THE CURRENT SPECIFICATION OF THE STEEL DECK norazuhoski@gmail.com ALL RULES AND REGULATIONS. ARCHITECT OR ENGINEER. MINIMUM AT SPLICES UNLESS OTHERWISE NOTED. MORE SPANS. PROVIDE 1/8" SPACE BETWEEN PANEL EDGES PARALLEL TO FACE INSTITUTE. 2. ALL FLOOR LIVE LOADS ARE IN ACCORDANCE `WITH SECTION 1607 OF NEW GRAIN, 1/16" SPACE BETWEEN PANEL EDGES OVER SUPPORTING MEMBERS. 2. COMPOSITE FORMED STEEL FLOOR DECK TO BE 2" DEEP, 20 GAGE (UNCOATED YORK STATE BUILDING CODE 2020. 23. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, 7. REINFORCING STEEL COVERAGE SHALL BE AS FOLLOWS (SEE SECTION 20.6.1 STEEL THICKNESS = 0.0358"), GALVANIZED (G60 COATING), UNITED STEEL DECK CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC., FOR WORK ACI 318, FOR CONDITIONS NOT NOTED)UNLESS NOTED OTHERWISE IN PLANS. 4. FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING MEMBERS WITH TYPE LOK-FLOOR, COMPOSITE FLOOR DECK AS MANUFACTURED STEEL CANAM 3. THE PROPOSED STRUCTURE HAS BEEN DESIGNED TO WITHSTAND THE WIND PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF, IF REQUIRED. 3 CONSTRUCTION ADHESIVE SUCH AS PL200, LAID IN A CONTINUOUS 114" WIDE STEEL CORPORATION,MP SI APPROVED EQUAL, UNLESS OTHERWISE NOTED. PRESSURES SPECIFIED IN SECTION 1609. A. FORMED WALL 2 BACKFILL SIDE. /4 FRONT SIDE BEAD ALONG THE MEMBER LENGTH. 24. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE LOCAL BUILDING B. FOOTING 3" 3. FORMED STEEL ROOF DECK TO BE 1-1/2" DEEP, 20 GAGE (UNCOATED STEEL 4. THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR THE FOLLOWING DEPARTMENT AT LEAST 48 HOURS PRIOR TO ANY WORK. C. SLABS ON GRADE 3/4" TOP, 3" BOTTOM 5. AT DESIGNATED SHEAR WALLS, HORIZONTAL EDGES OF WALL SHEATHING THICKNESS = 0.0358"), GALVANIZED (G60 COATING)., WIDE RIB, UNITED STEEL LOADS: D. STRUCTURAL SLABS 3/4" SHALL BE BACKED BY SOLID BLOCKING BETWEEN STUDS TO PROVIDE DECK "B" DECK PROFILE, AS MANUFACTURED BY CANAM STEEL DECK, 25. IF ANY, CONTRACTOR SHALL DISCONNECT, CAP AND REROUTE ANY EXISTING BACKING FOR SPECIFIED PANEL EDGE NAILING. INCORPORATED OR AN APPROVED EQUAL, UNLESS OTHERWISE NOTED. A. LIVE LOADS: UTILITY LINES IN AREA OF FOUNDATION WORK AND SHALL USE HAND 8. PROVIDE ADDITIONAL REINFORCING AT ALL CONCRETE WALL OPENINGS, SEE EXCAVATION IN AREAS OF SUSPECTED UNDER GROUND UTILITIES AND DETAILS. Professional Seal UNINHABITABLE ATTICS WITH LIMITED STORAGE: 20 PSF SERVICES. IF ANY LINES ARE BROKEN OR DAMAGED THE CONTRACTOR WILL 4. THE STEEL DECK SHALL BE SUPPLIED IN MINIMUM LENGTHS AS REQUIRED TO SLEEPING ROOMS: 30 PSF LAMINATED VENEER LUMBER, LAMINATED PROVIDE A "3-SPAN" CONDITION END CLOSURES, ROOF SUMPS, CLOSURES AT ROOMS OTHER THAN SLEEPING ROOMS: 40 PSF REPAIR AND REPLACE SAME AT HIS OWN EXPENSE AND ARRANGE FOR PROPER 9. WELDING OF REINFORCING BARS, ONLY WHEN PERMITTED BY THE ROOF: 20 PSF INSPECTION OF HIS WORK. STRUCTURAL ENGINEER, SHALL CONFORM TO THE AMERICAN WELDING STRUCTURAL LUMBER AND PARALLEL STRAND PENETRATIONS, AND ALL OTHER ACCESSORIES NECESSARY FOR A COMPLETE of NEw SOCIETY STANDARD DI A-79; BARS SHALL CONFORM TO ASTM A706. LUMBER NOTES: INSTALLATION ARE REQUIRED. PSF- y� B. SNOW: ELECTRODES FOR SHOP AND FIELD WELDING OF REINFORCEMENT BARS SHALL `�� �oRp Ml1f�F9 CONCRETE NOTES 5. COMPOSITE FORMED STEEL FLOOR DECK SHALL BE WELDED TO SUPPORTING OCCUPANCY CATEGORY II CONFORM TO ASTM A233, CLASS E90XX. SCHEDULED OR DETAILED 1. LAMINATED VENEER LUMBER (LVL) SHALL BE "MICRO-LAM" AS STEEL WITH 5/8" DIAMETER PUDDLE WELDS AT 12" ON CENTER UNLESS GROUND SNOW LOAD, Pg 25 PSF REINFORCEMENT SHALL NOT BE TACK WELD FOR ANY REASON. MANUFACTURED BY WEYERHAEUSER, "G-P LAM" AS MANUFACTURED BY THE OTHERWISE NOTED. INTERMEDIATE SIDE CONNECTIONS SHALL BE MADE WITH rCLI EXPOSURE FACTOR, t 1.0 1. CONCRETE STRENGTHS AND TYPES SHALL BE USED IN THE AREAS AS SPECIFIED GEORGIA PACIFIC CORPORATION OR "GANG-LAM" AS MANUFACTURED BY THE 910 SELF TAPPING SCREWS OR WELDED WITH 1 1/2" LONG WELDS AT A THERMAL FACTOR,Ct 1.0 10. DEFORMED BAR ANCHORS SHALL CONFORM TO STANDARD SPECIFICATION IMPORTANCE FACTOR, Is 1.0 BELOW, UNLESS OTHERWISE NOTED: LOUISIANA PACIFIC CORPORATION. PARALLEL STRAND LUMBER (PSL) SHALL MAXIMUM SPACING OF Y-O" ON CENTER UNLESS OTHERWISE NOTED. IN LIEU `rFp 104784 FOR DEFORMED STEEL WIRE FOR CONCRETE REINFORCEMENT ASTM A496 WITH BE "PARALLAM" AS MANUFACTURED BY WEYERHAEUSER. LAMINATED OF PUDDLE WELDS, POWDER ACTUATED FASTENERS HAVING THE SAME A'�D�ESSIpNP� FLAT ROOF SNOW LOAD,Pf 20.0 PSF USAGE 28 DAY MAX AGG. A MINIMUM YIELD STRENGTH OF UBST PSI. STANDARD ASTM A615 GRADE 60 STRUCTURAL LUMBER (LSL) SHALL BE "TIMBERSTRAND" AS MANUFACTURED CAPACITY AS THE SPECIFIED PUDDLE WELDS,MAY BE USED. FASTENERS SHALL STRENGTH PSI SIZE REINFORCING BARS MAY NOT BE SUBSTITUTED FOR DEFORMED BAR ANCHORS BY WEYERHAEUSER. BE MANUFACTURED BY HILTI, INC. OR AN APPROVED EQUAL. SHOP DRAWINGS C. WIND DESIGN DATA: (PSI) UNLESS PERMITTED BY THE STRUCTURAL ENGINEER. WIND LOADS HAVE BEEN DETERMINED BASED ON SECTION 1609.1.1 IN ACCORDANCE SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER INDICATING WITH ASCE 7,SECTION 28.5, SIMPLIFIED METHOD A. SLAB ON GRADE 4000 S.C. 1" 2. MINIMUM ALLOWABLE STRESS AND STIFFNESS CHARACTERISTICS OF BEAMS FASTENER DATA INCLUDING SIZE VS. STEEL SUBSTRATE MATERIAL, SPACING, B. FOUNDATION AND BASEMENT WALLS 4000 S.C. 1" 11. PROVIDE WELD SMOOTH WIRE FABRIC MINIMUM 4x4-W2.OxW2.0 IN ALL TOPPING DESIGNATED AS LVL,PSL,AND LSL MATERIAL SHALL BE AS FOLLOWS: CAPACITIES, INCLUDING DIAPHRAGM SHEAR CAPACITIES, METHOD OF OCCUPANCY CATEGORY Ii C. PIERS 4000 S.C. ]" SLABS UNLESS OTHERWISE NOTED. INSTALLATION AND PROGRAM FOR QUALITY ASSURANCE OF INSTALLATION. BASIC WIND SPEED(3-SECOND GUST) 130 MPH D. RETAINING WALLS 4000 S.C. 1" PADS SUPPORTING MECHANICAL EQUIPMENT WHETHER SHOWN ON THESE 2.0E LVL 2.0E PSL l.55E LSL IMPORTANCE FACTOR, Iw 1.0 12. PROVIDE AT 12" CENTERS MINIMUM, EACH WAY TOP, IN ALL HOUSEKEEPING FB (FOR DEPTHS < 12")= 2600 PSI 2900 PSI 2325 PSI 6. STEEL DECK MUST BE PROTECTED BEFORE AND AFTER ERECTION AND ALL EXPOSURE C 2. CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE DRAWINGS OR NOT UNLESS OTHERWISE NOTED. FC(PARALLEL TO GRAIN)= 2510 PSI 2900 PSI 2170 PSI DEBRIS CLEANED FROM ITS SURFACE WHERE CONCRETE WILL BE POURED OR DESIGN WIND PRESSURE FOR COMPONENTS AND CLADDING ON BUILDING WALLS SPECIFICATIONS AS SC OF STONE CONCRETE SHALL HAVE NATURAL SAND FINE FC(PERPENDICULAR TO GRAIN)= 750 PSI 625 PSI 900 PSI ROOFING IS TO BE PLACED. PER ASCE 7,SECTION 30.4,SIMPLIFIED METHOD AGGREGATE, NORMAL WEIGHT COARSE AGGREGATES CONFORMING TO ASTM FV= 285 PSI 290 PSI 310 PSI (USE ZONE 4 GENERALLY;USE ZONE 5 WITHIN Y-0"OF]BUILDING WALL CORNERS): C33 AND TYPE I PORTLAND CEMENT CONFORMING TO ASTM C150. FRAMING NOTES: E= 2,000,000 PSI 2,000,000 PSI 1,550,000 PSI 5. THE STRUCTURE HAS BEEN DESIGNED FOR THIS IN-SERVICE LOADS ONLY. CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE MEMBER SIZES SHOWN ON PLAN(WIDTH X DEPTH)SPECIFIED AS LVL MAY BE ABBREVIATIONS AND SYMBOLS SUPPORT OF ANY CONSTRUCTION EQUIPMENT IINCLUDING REINFORCING OF SPECIFICATIONS AS LW OR LIGHT WEIGHT SHALL HAVE EXPANDING CLAY OR 1. PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING OF NEW CONSTRUCTED OF MULTIPLE LVL PLIES OR PSL OF THE SPECIFIED DEPTH, THE BUILDING STRUCTURE IS THE RESPONSIIBILITY OF THE GENERAL SHALE COARSE AGGREGATE CONFORMING TO ASTM C330,NATURAL SAND AND AREAS. INSTALL AND REMOVE (AFTER COMPLETION) ALL TEMPORARY FASTENED TOGETHER BY NAILING OR BOLTING AS REQUIRED. MEMBER SIZES AB ANCHOR BOLT PSI POUNDS PER SQUARE INCH CONTRACTOR. CONSTRUCTION MATERIALS SHALLBE SPREAD OUT IF PLACED TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150. LW CONCRETE SHALL SUPPORTS, HEADERS AND DUST SCREENS TO ADEQUATELY SUSTAIN ALL FOLLOWED ONLY BY PSL MUST BE INSTALLED AS A SOLID MEMBER,NOT ARCH ARCHITECT PSL PARALLEL STRAND LUMBER W ON FRAMED FLOORS OR ROOFS. ]LOAD SHALL NOTF EXCEED DESIGN LIVE LOAD NOT WEIGH LESS THAN 95 NOR MORE THAN 116PCF. LOADS. BUILT-UP. BC BOTTOM CHORD RF ROOF F_ FOR EACH PARTICULAR LOAD. BEL BELOW RJ ROOF JOIST Q 6. REINFORCING TO SUPPORT CONSTRUCTION EQUIPMENT AND THE DESIGN 3. ALL CONCRETE SHALL BE A MINIMUM 4000 PSI @ 28 DAY TEST. 2. ALL WOOD FRAMING NOTED AS 2x MATERIAL TO BE DOUGLAS FIR GRADE 2 OR 3. MEMBERS MAY NOT BE BORED OR NOTCHED WITHOUT WRITTEN PERMISSION BM BEAM RTNG RETAINING z BETTER UNLESS OTHERWISE NOTED. FROM THE ENGINEER. BO BOTTOM OF SCHED SCHEDULE ENGINEERING OF THE FORM WORK, SHORES AND RE-SHORES, AS WELL AS ITS 4. CONCRETE MIXES SHALL, BE PROPORTIONED TO RESULT IN CONCRETE SLUMP BP BASEPLATE SECT SECTION -J CONSTRUCTION, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL AT THE POINT OF DISCHARGE AS FOLLOWS: 3. FASTENERS AND CONNECTORS EXPOSED TO SALT WATER OR LOCATED WITHIN BOS BOTTOM OF STEEL SF SQUARE FEET Q SUCH ENGINEERING SHALL BE PERFORMED BY A PROFESSIONAL ENGINEER 300 FEET, MIN. (OR AS PER MANUFACTURER'S SPECIFIC,ATION), OF A SALT BRCG BRACING SHTHG SHEATHING LICENSED IN THE STATE OF NEW YORK. A. RAMPS AND SLOPING SURFACES -3"MAXIMUM WATER SHORELINE SHALL BE STAINLESS STEEL. STRUCTURAL STEEL BRG BEARING SIM SIMILAR B. FOUNDATION CONCRETE -3" TO 6" BS BOTH SIDES SOG SLAB ON GRADE 7. THE METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE C. ALL OTHER CONCRETE -3" TO 5" 4. WOOD SILLS TO BE (1) 2" x 6" A.C.Q. LUMBER WITH 1/2" DIA,. ANCHOR BOLTS 12" 1. STRUCTURAL STEEL MATERIALS AND WORKMANSHIP SHALL BE IN BW BOTH WAYS SPEC SPECIFICATION RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR LONG MINIMUM AT Y-O" O.C. AND F-0" AWAY FROM[ CORNERS UNLESS ACCORDANCE WITH THE LATEST AISC "ALLOWABLE STRENGTH DESIGN (ASD) C CAMBER SS STAINLESS STEEL V SHALL TAKE ALL NECESSARY PRECAUTIONS TO .MAINTAIN AND INSURE THE 5. MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO ACI OTHERWISE NOTED. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS". CA COLUMN A30VE STAG STAGGER INTEGRITY OF THE STRUCTURE AT ALL STFAGES OF CONSTRUCTION. 301. CANT CANTILEVER STIF STIFFENER CONTRACTOR SHALL BE RESPONSIBLE FOR AIDEQUATELY BRACING AND 5. PROVIDE DOUBLE HEADERS, TRIMMERS, AND FRAMING AT 'ALL STAIR 2. MATERIALS: CB COLUMN BELOW STL STEEL (- PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, 6. THERE SHALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE OPENINGS, FLOOR OPENINGS, BATHTUBS, AND ALL POSTS AND PARTITIONS CC CENTER TO CENTER STRUCT STRUCTURAL (f) BREAKAGE, COLLAPSE, DISTORTION, AND MISA\LIGNMENT ACCORDING TO POURS. ALL CONSTRUCTION JOINTS SHALL BE MADE IN THE CENTER OF SPANS RUNNING PARALLEL TO FLOOR FRAMING. PROVIDE BLOCKING UNDER ALL A. WIDE FLANGE SHAPES: ASTM A992 GRADE 50 CF CUBIC FOOT TO TOP OF APPLICABLE CODES, STANDARDS, AND GOOD PRACTICE. WITH VERTICAL BULKHEADS. THE LOCATIONS OF THE CONSTRUCTION JOINTS PARTITION WALLS RUNNING PERPENDICULAR TO JOISTS. B. AMERICAN STANDARD SHAPES,ANGLES, CIP CAST IN PLATE TC TOP CHORD SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. ADDITIONAL PLATES AND BARS: ASTM A36 CL CENTERLINE TEMP TEMPORARY Q 8. PRINCIPAL OPENINGS IN THE STRUCTURE ARE INIDICATED ON THE CONTRACT REINFORCING AT CONSTRUCTION JOINTS SHALL BE SPECIFIED BY THE 6. BRIDGING TO BE EITHER SOLID OR (1) V x 3" OR 18 GA CROSS BRIDGING &NOT C. STRUCTURAL STEEL TUBING, RECTANGULAR COL COLUMN TOC TOP OF CONCRETE DOCUMENTS. REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND STRUCTURAL ENGINEER, SEE TYPICAL DETAIL. DRAWING SHOWING LOCATIONS TO EXCEED A MAXIMUM 8'-0" O.C. AND SQUARE: ASTM A500. GRADE B (FY=46 KSI) CONC CONCRETE TOF TOP OF FOOTING W PLUMBING DRAWINGS FOR SLEEVES, CURBS, INSERTS, ETC. NOT HEREIN OF CONSTRUCTION JOINTS SHALL BE SUBMITTED BY THE GENERAL D. BOLTS: ASTM 325 CY CUBIC YARD TOS TOP OF STEEL z INDICATED. OPENINGS IN SLABS WITH A MAX MAXIMUM SIDE DIMENSION OR CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW AND 7. ALL NON-BEARING INTERIOR HEADERS TO BE (2) 2" x 6" UNLESS OTHERWISE E. ANCHOR RODS: ASTM F1554, GRADE 36 DIA DIAMETER TOW TOP OF WALL J W DIAMETER OF 12 INCHES OR LESS SHALL NOT REQUIRE ADDITIONAL FRAMING VERIFICATION. NOTED. F. WELDING ELECTRODE: ASTM E70XX,LOW HYDROGEN DET DETAIL TYP TYPICAL H rn OR REINFORCEMENT, UNLESS OTHERWISE NOTED.. THE LOCATION OF SLEEVES G. SHEAR CONNECTORS: 3/4" 0 ASTM A-]08 DN DOWN UON UNLESS OTHERWISE NOTED � V OR OPENINGS IN STRUCTURAL MEMBERS SHAILL BE SUBMITTED TO THE 7. ALL CONCRETE SHALL CONTAIN A CONCRETE MIX USING A MINIMUM OF 5.0 8. ALL INTERIOR HEADERS SHALL BE(2)2" x 8" UNLESS OTHERWISE NOTED. DWL DOWEL VIF VERIFY IN FIELD STRUCTURAL ENGINEER FOR REVIEW AND VERIFICATION. SACKS OF CEMENT PER CUBIC YARD. NO FLY ASH SHALL BE USED IN ANY 3. ALL BEAMS AND GIRDERS SHALL BE PROVIDED WITH FLEXIBLE SHEAR EF EACH FACE W/ WITH CONCRETE. ALL EXPOSED CONCRETE TO BE AIR ENTRAINED AIR CONTENT 9. ALL STRUCTURAL WOOD SHALL BE KEPT 2" CLEAR FROM CHIMNEYS. CONNECTIONS EQUAL IN VALUE TO THE LOADS SHOWN ON THE AISC SAFE EOS EDGE OF SLAB WP WORKING POINT 9. SEE ARCHITECTURAL DRAWINGS FOR DIMENS;IONS, FLOOR ELEVATIONS, SHOULD BE 6 PERCENT WITH A TOLERANCE OF+/- 1.5 PERCENT. LOAD TABLES PLUS THE PERCENTAGE LISTED BELOW, UNLESS OTHERWISE EP EMBEDDED PATE WWR WELDED WIRE REINFORCEMENT SLOPES AND THE LOCATION OF DEPRESSED FLOOR.AREAS. 10. JOIST HANGER TECO CONNECTIONS REQUIRED AT ALL FLUSH STRUCTURAL NOTED. EQ EQUAL 8. GENERAL CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL LOAD CARRYING CONDITIONS, ETC. TO BE BY AN APPROVED MANUFACTURER EX EXISTING 10. CONTRACTOR SHALL CHECK ANI) VERIFY ALL COINDITIONS AT THE SITE PRIOR SLOTS, PIPE SLEEVES, ANCHOR BOLTS, ETC. AS REQUIRED FOR MECHANICAL FOR FLUSH STRUCTURAL FRAMING. WHEN IN CONTACT WITH A.C.Q. USE NEW A. ALL BEAMS WITHOUT STUD SHEAR CONNECTORS =+35% F FOOTING TO STARTING WORK AND SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF TRADES BEFORE CONCRETE IS POURED; THESE ITEMS ARE TO BE INSTALLED BY DOUBLE DIP GALVANIZED FRAMING HARDWARE. B. ALL GIRDERS WITHOUT STUD SHEAR CONNECTORS =+35% FDN FOUNDATION THESE PLANS AND MAKE WORK COMPLY WITH THE SAME. GENERAL CONTRACTOR. SLOT AND SLEEVE DRAWINGS SHALL BE SUBMITTED C. ALL BEAMS WITH STUD SHEAR CONNECTORS =+65% FIN FINISH BY THE GENERAL CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW 11. FRAMING CONNECTIONS FROM EXTERIOR WALL TO ROOF ACRE TO BE TIED WITH D. ALL GIRDERS WITH STUD SHEAR CONNECTORS =+65% FJ FLOOR JOIST 11. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR AND VERIFICATION. FRAME CONNECTIONS. FLG FLANGE TO CONSTRUCTION AND PRIOR TO ORDERING MATERIALS. THESE REQUIREMENTS SHALL BE ADJUSTED AS NECESSARY FOR MEMBERS FRMG FRAMING N 9. NO CONCRETE IS TO BE POURED UNTIL ALL HOLES AND OPENINGS SHOWN ON 12. ALL BEAMS MUST HAVE SOLID BEARING TO FOUNDATION, (REFER TO THAT SUPPORT OTHER BEAMS. THIS PROVISION MAY BE REDUCED ONLY FT FEET f 12. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PLANS AND SHOP DRAWINGS ARE REVIEWED AND VERIFIED. CONSTRUCTION DETAILS). WHERE SPECIFICALLY PERMITTED BY THE STRUCTURAL ENGINEER. FTG FOOTING D � CONNECTIONS SHALL BE DESIGNED TO DEVELOP A MINIMUM END REACTION GALV GALVANIZED O � 13. THE GENERAL CONTRACTOR SHALL COMPARE S11 RUCTURAL SECTIONS WITH 10. FILL ALL PLUMBING SLOTS WITH CONCRETE OF THE SAME STRENGTH AND TO 13. ALL HEADERS EXCEEDING T-O" SHALL HAVE A DOUBLE .JACK STUD WITH A OF 6.0 KIPS. USE A MINIMUM OF 2 BOLTS FOR ALL BOLTED CONNECTIONS. GLB GLUE-LAMINATED BEAM ARCHITECTURAL SECTIONS AND REPORT ANIY DISCREPANCY TO THE THE SAME DEPTH AS THE FLOOR SLAB AFTER PIPING IS INSTALLED UNLESS DOUBLE KING STUD AND A DOUBLE SILL PLATE. GR GRADE U ARCHITECT PRIOR TO FABRICATION OR INSTALLINIG STRUCTURAL MEMBERS. OTHERWISE SHOWN. 4. THE USE OF THE CUTTING TORCH IN THE FIELD WILL NOT BE PERMITTED. HDR HEADER z z 14. 'ACQ' DESIGNATION REFERS TO CURRENT ARSENIC-FREE TREATED WOOD HGR HANGER 14. THE USE OF REPRODUCTIONS OF THESE CONTFRACT DRAWINGS BY ANY 11. PIPES OR CONDUITS PLACED IN SLABS SHALL NOT HAVE AN OUTSIDE STANDARDS AND SHALL TAKE THE PLACE OF 'CCA'. 5. ENDS OF BEAMS AND WEBS SHALL BE REINFORCED WHERE CUTS OR COPES HORIZ HORIZONTAL C CONTRACTOR, SUB-CONTRACTOR, ERECTOR, FABRICATOR, MATERIAL DIAMETER LARGER THAN 1/3 THE SLAB THICKNESS AND SHALL NOT BE SPACED REDUCE STRENGTH BELOW REQUIRED VALUES. HSB HIGH STRENGTH BOLT � C)SUPPLIER, ETC. IN LIEU OF PREPARATION OF SHOP DRAWINGS, SIGNIFIES HIS CLOSER THAN THEIR DIAMETERS ON CENTER. ALUMINUM CONDUITS SHALL 15. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS IN INCH W ACCEPTANCE OF ALL INFORMATION SHOWN HERE ON AS CORRECT AND NOT BE PLACED IN CONCRETE. AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR 6. WHERE MILLED STIFFENERS ARE REQUIRED, THERE SHALL BE NO WELD INFO INFORMATION D OBLIGATES HIMSELF TO ANY JOB EXPENSE, REAL (OR IMPLIED, ARISING DUE TO LEVELS AND AT 10-FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL. PLACED AT THE MILLED SURFACES (EXCEPT FOR TACK WELDS OR WHERE JST JOIST ANY ERRORS THAT MAY OCCUR HERE ON. 12. NO ALUMINUM SHALL BE CAST IN CONCRETE. SHOWN OTHERWISE). NO WELD SHALL BE PLACED IN CLIPPED CORNERS OF K KIP STIFFENERS. KSF KIP PER SQUARE FOOT U C 15. ALL CODES, COMMITTEE REPORTS, SUPPLEMENTS, SPECIFICATIONS, ETC. 13. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. » W Q REFERRED TO IN THESE GENERAL NOTES, ON 'THE DRAWINGS OR IN THE WORK SHALL NOT BEGIN UNTIL CONTRACTOR RECEIVES APPROVED SHOP DIMENSIONED WOOD FRAMING NOTES: LB LAG BOLT 0 C 7. ALL WELDING SHALL BE SUBJECT TO INSPECTION AND SHALL BE IN LL LIVE LOAD CC PROJECT SPECIFICATIONS INCLUDE ALL AMENDMENTS, SUPPLEMENTS AND DRAWINGS. 1. THE STRUCTURAL WOOD STRESS GRADE STAMPED LUMBER SHALL BE GRADED ACCORDANCE WITH THE LATEST MANUALS OF THE AMERICAN WELDING LLH LONG LEG HORIZONTAL a G ADDENDA IN FORCE AT THE DATE OF THESE DOCUIMENTS. SOCIETY. NO WELD SHALL START UNLESS AN INSPECTOR ENGAGED BY THE LWC LIGHTWEIGHT CONCRETE 14. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO AS FOLLOWS UNLESS OTHERWISE NOTED ON PLANS: OWNER IS PRESENT (IN THE SHOP AND IN THE FIELD). SHOP DRAWINGS LVL LAMINATED VENEER LUMBER 16. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONSENT OF THE REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, INCLUDING APPROVED BY THE STRUCTURAL ENGINEER WITH THEIR STAMP OF APPROVAL MAX MAXIMUM ARCHITECT OR ENGINEER WILL NEGATE THE CERTIIFICATION OF THESE PLANS. SUBMISSION OF CONCRETE TEST MIXES. JOISTS, RAFTERS AND STUDS: OR AS NOTED SHALL BE PROVIDED TO THE INSPECTION AGENCY. ALL WELDING MC MOMENT CONNECTION Revisions DOUGLAS FIR-LARCH OR DOUGLAS FIR-LARCH )ORTH i,NO. 2. IS TO BE DONE BY WELDERS LICENSED IN ACCORDANCE WITH ALL MIN MINIMUM No. Date Descri tion 17. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES 15. NO CONCRETE IS TO BE POURED UNTIL PLACEMENT OF REINFORCEMENT IS REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, AND THE RULES NTS NOT TO SCALE p WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP CHECKED AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. FB (BASE)=850 PSI AND REGULATIONS OF THE BOARD OF STANDARDS AND APPEALS. NWC NORMAL WEIGHT CONCRETE 1 11/15/24 FOR PERMIT WORK AND NOTIFY THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO FV(BASE)= 180 PSI FOLLOW THIS PROCEDURE AND CONTINUE WITH WORK, HE SHALL ASSUME ALL E(BASE)= 1,600,000 PSI OC PR CENTER 2 --/--/-- ---- 8. WHERE STEEL MEMBERS ARE REQUIRED TO BE SPLICED AND/OR WHERE NOTED P/C PRECAST 3 RESPONSIBILITY AND LIABILITY THEREFROM. REINFORCING STEEL 2. THE DESIGN OF THE DIMENSIONAL LUMBER MEMBERS AND THEIR M.C. ON DRAWINGS, THE CONNECTION SHALL BE MADE TO DEVELOP THE FULL PAF POWDER ACTUATED FASTENER 4 18. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL CONNECTIONS IS BASED ON THE LUMBER HAVING A MOISTURE CONTENT AT STRENGTH OF THE SECTION. SUCH CONNECTIONS SHALL NOT INTERFERE WITH PCF POUNDS PER CUBIC FOOT 5 __-- ANY ARCHITECTURAL OR MECHANICAL CLEARANCES. PL PLATE CODES, ORDINANCES, RULES AND REGULATIONS. CONTRACTOR SHALL l. ALL REINFORCING STEEL SHALL BE GRADE 60 AND SHALL CONFORM TO ASTM THE TIME OF INSTALLATION OF l 9%OR LESS. PLF POUNDS PER LINEAR FOOT ARRANGE FOR ALL NECESSARY PERMITS AND INSPECTIONS INCLUDING THE SPECIFICATION OF DEFORMED AND PLAIN BILLET STEEL BARS FOR CONCRETE 9. SUBMIT SHOP DRAWINGS ERECTION PLANS, WORK PROCEDURES AND PLWD PLYWOOD CERTIFICATE OF OCCUPANCY. REINFORCEMENT, ASTM A615, STANDARD SPECIFICATION FOR EPDXY-COATED 3. JOISTS OR RAFTERS ARE TO BE INSTALLED WITH "CROWN" UP (I.E. POSITIVE QUALIFICATIONS TO THE STRUCTURAL ENGINEER FOR APPROVAL. PSF POUNDS PER SQUARE FOOT STEEL REINFORCING BARS, ASTM A775, STANDARD SPECIFICATION FOR CAMBER)AND WITHIN 1/2 INCH OF STRAIGHT,END-TO-END ALIGNMENT. Designed By : NM 19. WHERE CONFLICT EXISTS BETWEEN THE GENERAL BUILDING CODE SPECIFIED FABRICATION AND JOBSITE HANDLING OF EPDXY-COATED STEEL REINFORCING 10. FULL PENETRATION GROOVE WELDS ARE TO BE ULTRASONICALLY TESTED. Drawn By : NM ABOVE AND OTHER CODES, PUBLICATIONS, SPECIFICATIONS AND DRAWINGS BARS, ASTM D3963, STANDARD SPECIFICATION FOR EPDXY-COATED STEEL 4. SEVERELY DISTORTED (TWISTED, BOWED, CUPPED, CHECKED, ETC.) LUMBER Checked B NM CITED HEREIN, THE REQUIREMENTS OF THE MOIRE STRINGENT ITEM SHALL WIRE AND WELDED WIRE REINFORCEMENT, ASTM A884. DETAILING OF SHALL NOT BE USED. 11. ALL CONNECTIONS USING HIGH STRENGTH BOLTS SHALL BE TESTED BY y GOVERN. REINFORCEMENT, ASTM A615. DETAILING OF REINFORCING STEEL SHALL OWNERS TESTING LAB. CONFORM TO THE AMERICAN CONCRETE INSTITUTE DETAILING MANUAL. 5. NOTCHES IN THE TOP OR BOTTOM OF DIMENSIONED LUMBER JOISTS OR 20. ANY SUBSTITUTIONS OR ALTERNATES (DETAILS, MEMBERS, ETC.)MAY BE USED RAFTERS SHALL NOT EXCEED ONE-SIXTH THE MEMBER DEPTH AND SHALL NOT 12. HIGH STRENGTH BOLTS OR WELD SHALL BE USED IN THE FOLLOWING IF SUCH SUBSTITUTION OR ALTERNATES ARE SUBMITTED TO THE ENGINEER 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPECIFICATION A185 (70,000 BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. END NOTCHES SHALL NOT LOCATIONS: CANTILEVERED MEMBERS (EACH SIDE), MEMBERS NOTED M.C., AT Date : 11/15/2024 FOR REVIEW AND ACCEPTANCE 113 GRANTED; HOWEVER, THE ENGINEER SHALL PSI MINIMUM) AND SHALL BE SUPPLIED IN FLAT SHEETS. ALL WELDING WIRE EXCEED ONE-FOURTH THE MEMBER DEPTH. BORED HOLES SHALL NOT BE MEMBERS SUPPORTING MACHINERY OR OTHER MECHANICAL EQUIPMENT, AT Scale: AS NOTED BE THE SOLE JUDGE OF ACCEPTABILITY. IN ANY EVENT, THE CONTRACTOR FABRIC SHALL BE LAPPED TWO (2) FULL MESH PANELS AT ENDS AND SIDES WITHIN TWO INCHES OF THE TOP AND BOTTOM OF THE MEMBER AND THEIR ALL HANGER, POST, STRUT AND COLUMN CONNECTIONS, AT MEMBERS L SHALL BE RESPONSIBLE FOR THE DESIGN OF SUCH ALTERNATES AND AND TIED SECURELY, UNLESS OTHERWISE NOTED. DIAMETER SHALL NOT EXCEED ONE-THIRD THE MEMBER DEPTH, UNLESS FRAMING TO COLUMNS AND WITHIN Y-O"OF COLUMNS. SUBSTITUTIONS WHICH HE PROPOSES. THE ENGINEER SHALL NOT BE OTHERWISE NOTED ON PLANS. RESPONSIBLE FOR ANY CHANGES WITHOUT NOTIFICATION. 3. REINFORCING AND WELDED WIRE MESH FOR SLAB ON GRADE SHALL BE 13. WHERE A307 BOLTS ARE USED, THREADS SHALL BE DISTORTED AFTER APR, 1 2M SUPPORTED BY PRECAST CONCRETE CUBES OR BRICK OR CHAIRS DESIGNED INSTALLATION TO PREVENT NUTS FROM BACKING OFF. 21. LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER SCALE FOR EARTH BEARING AT A MAXIMUM OF 4'-0" ON CENTER IN EACH DIRECTION. SHEATHING PANELS: DRAWINGS. IT IS THE INTENTION OF THE DRAWINGS TO PROVIDE FORA DEPTH OF SUPPORT SHALL PROVIDE FOR 3/4" TOP COVER TO REINFORCING, 14. ALL STEEL IS TO BE ERECTED WITH NATURAL CAMBER UNLESS OTHERWISE COMPLETE JOB IN ALL RESPECTS AND NO EXTRAS WILL BE ALLOWED FOR UNLESS OTHERWISE NOTED. 1. SHEATHING PANELS, PLYWOOD OR ORIENTED STRAND BOARD ("OSB"), SHALL NOTED;KEEP ENDS OF ALL CANTILEVERS UP AS NOTED ON DRAWINGS. S �000 MATERIALS AND/OR LABOR REQUIRED TO COMPLETE THE WORK, AS INDICATED. 4. PROVIDE STANDARD BAR CHAIRS AND SPACERS AT T-0" CENTERS MAXIMUM, CONFORM TO U.S. PRODUCT STANDARD PS-1, AND BEAR THE APA 15. STRUCTURAL MEMBERS TO BE PAINTED WITH THE FOLLOWING PRIMER; "10-99 FOR ALL SLABS ABOVE GRADE. GRADE-TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ONLY TNEMEC PRIMER" MODIFIED ALKYD RUST INHIBITIVE PRIMER, TNEMEC CO., PLYWOOD SHALL BE USED ON FLOORS. INC. OR APPROVED EQUAL. (DRY FILM THICKNESS 2.9 TO 3.5 MILS) Sheet# II I GENERAL NOTES: NAILING SCHEDULEWINDOW I Nora Mueger, PE (631)655-8489 1„ W N D O W NOTES norazuhoski@gmail.com 1. ALL WORK ON THESE DRAWINGS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE NYSRC 2020. AND AMERICAN FOREST AND PAPER ASSOCIATION WOOD FRAME AND CONSTRUCTION MANUAL 4 AND MIN. TREAD PER TABLE 3.1 - ANSI/ AF & PA WFCM 2018 EDITION 1. ALL WINDOWS ARE BASED ON ANDERSON WINDOWS. VINYL OR ALUMINUM FRAME FOR ABOVE GRADE AND VINYL FOR BELOW GRADE. FOR 1 AND 2 STORY FAMILY DWELLINGS, 2015 EDITION AND ARE TO BE CONSTRUCTED IN JOINT DESCRIPTION No. OF COMMON NAILS No. OF BOX NAILS NAIL SPACING 2. ALL ROOMS MEET LIGHT/VENT/EGRESS CODE REQUIREMENTS, ACCORDANCE WITH SAME=. 2. ALL WOOD FRAMING SHALL BE MIN. HEM FIR #1. ROOF FRAMING (16" O.C.) WITH THE EXCEPTION OF BASEMENT WINDOWS. BASEMENT LIGHTINGAND MECHANICAL VENTILATION WILL BE REQUIRED TO MEET LIGHT AND VENT 3. HABITABLE ROOMS TO MEET LIGHT REIQUIREMENTS OF 8% AND VENT REQUIREMENTS OF 4% OF RAFTER TO TOP PLATE (TOE NAILED) 3-8d 3-10d PER RAFTER REQUIREMENTS. FLOOR AREA. IF REQUIREMENTS ARE INOT MET, ARTIFICIAL ILLUMINATION AND/OR MECHANICAL CEILING JOIST TO TOP PLATE (TOE NAILED) 3-8d 3-10d PER JOIST 3. PROJECT IS WITHIN 1 MILE OF COASTAL WATERS VENTING WILL BE REQUIRED TO COMPLY TO CODE. CEILING JOIST TO PARALLEL RAFTER (FACE NAILED) 4-16d 4-16d EACH LAP 4. MINIMUM PIPE INSULATION IS TO COMPLY WITH TABLE 504.5 OF THE ENERGY CONSERVATION CEILING JOIST LAPS OVER PARTITIONS (FACE NAILED) 4-16d 4-16d EACH LAP CONSTRUCTION CODE. COLLAR TIE TO RAFTER (FACE NAILED) 4-8d 4-10d PER TIE Professional Seal 5. ELECTRICAL SYSTEMS TO BE DESIGNED AND INSTALLED BY LICENSED ELECTRICIAN, AND TO BLOCKING TO RAFTER (TOE NAILED) 2-8d 2-10d EACH END COMPLY WITH CURRENT NATIONAL ELECTRICAL CODE. RIM BOARD TO RAFTER (END NAILED) 2-16d 3-16d EACH END of NEW 6. MECHANICAL SYSTEMS TO BE DESIGNED AND INSTALLED BY LICENSED MECHANICAL CONTRACTOR, ALL WORK ON THESE DRAWINGS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE NYSRC ��P�omu F�Fy��� AND TO COMPLY WITH 2O20 NY STATE MECHANICAL CODE. WALL FRAMING (8 -12 HIGH) 2020, AND AMERICAN FOREST AND PAPER ASSOCIATION WOOD FRAME AND CONSTRUCTION 7. PLUMBING SYSTEMS TO BE DESIGNED ,AND INSTALLED BY LICENSED PLUMBER AS PER AND TO MANUAL FOR 1 AND 2 STORY FAMILY DWELLINGS, 2015 EDITION AND ARE TO BE COMPLY WITH NYSRC 2020. TOP PLATE TO TOP PLATE (FACE NAILED) 2-16d 2-16d PER FOOT CONSTRUCTED IN ACCORDANCE WITH SAME. ENGINEERED STRUCTURAL MEMBERS COMPLIES 8. FIRE ALARM SYSTEMS (IF APPLICABLE) TO BE DESIGNED AND INSTALLED IN ACCORDANCE WITH TOP PLATE AT INTERSECTIONS (FACE NAILED) 4-16d 5-16d JOISTS - EACH SIDE WITH ASCE7-05. �`� 104784 FIRE CODE OF NY. STUD TO STUD (FACE NAILED) 2-16d 2-16d 24;' O.C. p'��FESSI�NP� 9. SINGLE STATION SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING AREA, HEADER TO HEADER (FACE NAILED 16d 16d 16 O.C. ALONG EDGES HALLWAYS ADJACENT TO SAME, AND ON EACH LEVEL. HARD WIRED AND TOP OR BOTTOM PLATE TO STUD (END NAILED) 2-16d 2-16d PER 2X4 STUD THESE PLANS WERE PREPARED TO THE BEST OF THE DESIGN PROFESSIONALS KNOWLEDGE, INTERCONNECTED. CARBON MONOXIDE DETECTORS TO BE INSTALLED ON EACH LEVEL. 3-16d 3-16d PER 2X6 STUD BELIEF AND PROFESSIONAL JUDGEMENT IN ACCORDANCE WITH 2O20 NYS ENERGY CODE 10. CONTRACTOR SHALL Vf-RIFY ALL DIMENSIONS AND CONDITIONS AT SITE 4-16d 4-16d PER 2X8 STUD PRIOR TO CONSTRUCTION. ANY DISCREPANCIES OR HIDDEN CONDITIONS SHALL BE BOTTOM PLATE TO FLOOR JOIST, BANDJOIST 2-16d 2-16d PER FOOT BROUGHT TO THE ATTENTION OF THE ENGINEER. END JOIST OR BLOCKING (FACE NAILED) 11. PROVIDE SOLID BLOCKING BETWEEN POSTS AND THEIR SUPPORTS. ALL POSTS TO CARRY ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS DOWN TO SOLID FOUNDATION OR FOOTINGS. FLOOR FRAMING TABLE R301 .7 12. ALL WINDOWS MUST COMPLY WITH SECTION R310 OF THE 2020 CODE, MIN. 5.7 S.F. CLEAR JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED) 4-8d 4-10d PER JOIST OPENING FOR ALL BEDROOMS AND SLEEPING AREAS WITH MIN. CLEAR OPENING HT. OF 24 AND BRIDGING TO JOIST (TOE NAILED) 2-8d 2-10d EACH END STRUCTURAL MEMBER ALLOWABLE OPENING WIDTH OF 20". FIRST FLOOR WINDOWS ALLOWED MINIMUM OF 5 S.F. CLEAR OPENING. BLOCKING TO JOIST (TOE NAILED) 2-8d 2-10d EACH END DEFLECTION 13. WINDOWS TO BE INSTALLED WITH APPROPRIATE HARDWARE AND FASTENERS TO MEET THE BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3-16d 4-16d EACH BLOCK REQUIREMENTS OF SECTION R301. LEDGER STRIP TO BEAM (FACE NAILED) 3-16d 4-16d EACH JOIST RAFTERS W/ SLOPES GREATER THAN 3/12 14. MOISTURE VAPOR RETARDERS ARE TO BE INSTALLED ON THE WARM-IN- WINTER SIDE OF JOIST ON LEDGER TO BEAM (TOE NAILED) 3-8d 3-10d PER JOIST W/ NO FINISHED CEILING ATTACHED TO RAFTERS L/180 THE INSULATION IN ALL FRAMED WALLS FLOORS, AND ROOF/CEILINGS BAND JOIST TO JOIST (END NAILED) 3-16d 4-16d PER JOIST INTERIOR WALL PARTITIONS H/180 J COMPRISING ELEMENTS; OF THE BUILDING THERMAL ENVELOPE, IN ACCORDANCE BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) 2-16d 3-16d PER FOOT Q WITH SECTION R702.7. FLOORS AND PLASTERED CEILINGS L/360 elf 15. STAIRWAYS TO CONFORM TO SECTION R311.5.3 OF 2020 NYS CODE. MAX. RISER HEIGHT TO BE ROOF SHEATHING ALL OTHER STRUCTURAL MEMBERS L/240 8-1/4" AND MIN. TREAD DEPTH TO BE 9". WIDTH OF STAIRWAY TO BE A MINIMUM OF 36". I- 16. ALL LIGHTING AND VENTING WILL COMPLY WITH R303 OF THE NYS CODE STRUCTURAL PANELS 8d 10d 6" EDGE / 12" FIELD EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 U DIAGONAL BOARD SHEATHING 1 X6 OR 1 X8 2-8d 2-10d PER SUPPORT EXTERIOR WALLS-WIND LOADS WITH BRITTLE FINISHES L/240 �- 1 X10 OR WIDER 3-8d 3-10d PER SUPPORT EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISHES L/120 = U CEILING SHEATHING 0� MIN. UNIFORMLY DISTRIBUTED LIVE LOADS Q MECHANICAL AND ELECTRICAL NOTES: GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE / 12" FIELD TABLE R301 .5 J 1. EXISTING MECHANICAL SYSTEM HAS BEEN DEEMED ADAQUATE AND IS TO REMAIN ATTICS AND LIMITED STORAGE 20 PSF Q WITH NO MODIFICATIONS � 0 2. PROJECT COMPLIES WITH RESIDENTIAL. CODE OF NYS AND MECHANICAL SYSTEM WALL SHEATHING ATTICS WITHOUT STORAGE 10 PSF L1J W COMPLIES WITH CHAPTER 12 THROUGHI 24, PLUMBING COMPLIES WITH CHAPTER STRUCTURAL PANELS 8d 10d 6" EDGE / 12" FIELD DECKS 40 PSF J W � 25 THROUGH 32, ELECTRICAL SYSTEM COMPLIES WITH CHAPTER 33 THROUGH 42. FIBERBOARD PANELS EXTERIOR BALCONIES 60 PSF _j 0 Z 3. PENETRATIONS BETWEEN FLOORS TO IBE FIRESTOPPED PER CODE. 6d 6d 3" EDGE / 6" FIELD 4. MIN 90% OF PERMANENT FIXTURES HAVE HIGH EFFICACY LAMPS 7/16" 8d 8d 3" EDGE / 6" FIELD FIRE ESCAPES 40 PSF GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE / 10" FIELD GUARDRAILS AND HANDRAILS 200 LBS HARDBOARD 8d 8d 6" EDGE / 12" FIELD PARTICLEBOARD PANELS 8d 8d 6" EDGE / 12" FIELD GUARDRAILS IN-FILL COMPONENTS 50 PSF FINISHING NOTES: DIAGONAL BOARD SHEATHING PASSENGER VEHICLE GARAGES 50 PSF 1. GYPSUM WALL AND CEILING BOARD TO BE INSTALLED PER CODE, FASTENED 1 X6 OR 1 X8 2-8d 2-10d PER SUPPORT WITH MIN. 5d COOLERS 7" EDGE/12" FIELD. MR BOARD RECOMMENDED FOR BATH 1 X10 OR WIDER 3-8d 3-10d PER SUPPORT ROOMS OTHER THAN SLEEPING ROOMS 40 PSF WALLS AND BELOW GRADE. DENSGLASS, WONDERBOARD OR EQUAL REQUIRED FOR BATH FLOOR SHEATHING SLEEPING ROOMS 30 PSF N AND SHOWER AREAS. FURNACE/BURNER ROOMS/ AREAS TO BE FIRE RATED GYPSUM WITH STAIRS 40 PSF ry LO MIN. 1 COAT SPACKLE PER CODE. DOORS AND FRAMES IN THESES AREAS TO ALSO STRUCTURAL PANELS 00 COMPLY WITH FIRE RATINGS. 1 " OR LESS 8d 10d � 7- GREATER THAN 1 " 10d 16d 6" EDGE / 12" FIELD U }, DIAGONAL BOARD SHEATHING 2. EXTERIOR SIDING AND TRIM TO BE INSTALLED PER MFG. RECOMMENDATIONS AND/OR 1 X6 OR 1 X8 2-8d 2-10d PER SUPPORT Z Z APPLICABLE CODES AND REQUIREMENT'S. PROVIDE FLASHING AT ALL PENETRATIONS AND 1 X10 OR WIDER 3-8d 3-10d PER SUPPORT 0 �z OPENINGS AS REQUIRED., LLJ U r 3. ALL ROOFING AND FELT' TO BE INSTALLED AND FASTENED AS PER SECTION R905.2.5 AND R905.2.6. ROOF SHINGLES TO HAVE NOIN. 4 FASTENERS PER STRIP UNLESS OTHERWISE v REQ. BY LOCAL CONDITIONS. FOR ROOF WITH SLOPE BETWEEN 2/12 AND 4/12, UNDERLAYMENT W LO CDQ SHALL BE DOUBLE LAPPED AND INSTALLED PER R905.2.7. ICE BARRIER/WEATHERSHIELD SHALL W r- 2 BE INSTALLED AT EAVES TO MIN. 2'-0" FROM INTEROR WALL FINISH TO EVE EDGE. VENTILATION SHALL 0- BE PROVIDED FOR ATTIC: AREAS AS REQUIRED. MIN. 1" CONTINUOUS VENTILATION SHALL BE REQUIRED ABOVE INSULATION WITHIN ALL RAFTER BAYS AT CATHEDRAL CEILINGS. Revisions No. Date Description 1 11/15/24 FOR PERMIT ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE N.Y.S ENERGY CONSERVATION CONSTRUCTION, LATEST EDITION AT 2 --/--/-- ---- THE TIME OF PERMIT APPROVAL. (SEE ENERGY CALCULATIONS) 3 --/--/-- ---- 4 --/--/-- ---- 1.THE ENGINEER CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, BELIEF & PROFESSIONAL JUDGEMENT THAT THE PLANS AND SPECS CONTAINED IN THESE DRAWINGS COMPLY WITH THE N.Y.S. ENERGY CONSERVATION CONSTRUCTION CODE. 2.EXTERIOR DOORS g 3.WINDOWS, SLIDING DOORS, ALL GLASS Designed By : NM 4.ALL THERMOSTATS SHALT_ BE ADJUSTABLE 45-75F; FOR COMBINATION HEATING &COOLING THERMOSTATS, THE RANGE SHALL BE 45-85 F. Drawn By : NM 5.COMBUSTION EQUIPMENT FOR SPACE HEATING AND WATER HEATING SHALL HAVE A MINIMUM COMBUSTION EFFICIENCY OF 75% AND SHALL HAVE Checked By : NM STANDBY LOSSES LESS THAN THE CODE SPECIFIED MAXIMUM BASE ON ACTUAL EQUIPMENT SIZE. 6.INSULATE ALL PIPES AND DUCTS AS PER CODE. =.':'Fi?v.sa« .EiY. .: .,.,•,k':.,:..:.:.Y.'Fi..,....it v:r....s.i'Kl'_'.r 7.WATER TEMPERATURE CONTROLS SHALL BE SET AT 140 F MAX 8.ALL LAVATORIES AND SHOWERS BE EQUIPPED WITH DEVICES TO LIMIT HOT WATER FLOW TO A MAXIMUM OF 3 G.P.M. © 60 P.S.1. WATER PRESSURE. Date : 11 9.HVAC COOLING EQUIPMENT SHALL BE RATED IN ACCORDANCE WITH TABLE 4-6 OF THE ENERGY CODE; MIN. EER (EFFICIENCY) SHALL BE AS Scale: 1AS 1/15/2024 NOTED SPECIFIED IN TABLES 4-8, 4-9, AND 4-10 OF THE ENERGY CODE. 10.THERMAL TRANSMITTANCE VALUES SHALL NOT BE GREATER THAN THE VALUES TABULATED IN TABLE 5-1 OF THE ENERGY CODE. 11.ALL BUILDING MATERIAL CAPABLE OF ABSORBING MOISTURE SHALL BE PROTECTED BY VAPOR BARRIER LOCATED ON THE WINTER WARM SIDE OF THE INSULATION. 12.INSULATION SHALL BE INSTALLED IN A, MANNER THAT PROVIDES FOR CONTINUITY OF INSULATION AT PLATE LINES, BAND JOISTS AND CORNERS A�000 Sheet# II I Nora Mueger, PE r- (631)655-8489 --'" norazuhoski@gmail.com PROJECT INFO OWNER: MORGAN &SEAN EVANS CIF ADDRESS: 1050 GRETON COURT MATTITUCK, NY 11952 ';. C; °�"� � ,4- TAX MAP#: 1000-107.00-03.00-002.000 Professional Seal OF NEW y ®` p MUfcCk= FO�'� 1 R ! r CFO 104784 SSIO�P� 1 � o + O 3, t ( fed ii Cam„ 33' t" r tlt f,tt fittl W ;�J�i t•4�' :f�>� t,r ���;It,,:,j�Ifai! �ttl�,'t P � "_= r t r.r�f (/,. �, �'y J f— ti �'., rlf pd�''�! .r P. '� �p`/..+Pf�• s;l. cn DRIVEWAY (t d�iiiC/fff iff ! Is" �l v/ 11• !f , �t l�, X� y1 t'1} f t f��rt1'tlfltrt��t;id�l�tf /�!#�•'`���i�,-'�,•) i r �f% r f!!Id f �f tj/ � ltll "dp • ,,;!j/,t�.r,i(l� ��t,, r ! 1 , �tr. APPROXIMATE CORNER f!ift;!lf�t tl " FOOTPRINT /„t/r/rP/v It lii GRADE AS PER SUFFOLK �+OUNTY GIS WEBSITE !f 1 f , �� /b r f �ff!.?, a••, r j, It1(,,t;l it'd�r. !' li f. f / �J rf 'd.rl tIr%laf, -r:tf=fl=id�l,tl 'r. 33' ffl _- yam, C u') HAO,_o, Z Z 34' O W U SITE PLAN o �..~_. n %J0 W L ) SCALE: 1"= 20' " C - 0- o A 1 .0 \ a Revisions Tb�s No. Date Description 11/15/24 FOR PERMIT < �A! 2 --/--/-- ---- 3 --/--/-- ---- t< r. Designed By : NM o`• Drawn By : NM ` Checked By : NM Date : 11/15/2024 Scale: AS NOTED A�001 OC ,F Sheet# II I Nora Mueger, PE (631)655-8489 norazuhoski@gmail.com 14'-0" 14'-0" ELECTRICAL SPECIFICATIONS: 271-01f 12. ELECTRICAL CONTRACTOR SHALL ENSURE THAT THE NAMEPLATE 1. ALL WORK SHALL COMPLY WITH THE STATE OF NEW YORK 2020 AMPERAGE OF ALL ELECTRICAL EQUIPMENT&APPLIANCES ARE 4 UP 4 RISERS AT 5 5/8", RESIDENTIAL CODE, BASED ON THE 2017 NATIONAL ELECTRICAL CODE. ADEQUATELY SERVED BY THE SPECIFIED BRANCH CIRCUIT. 3 TREADS AT 10" 2. THE ELECTRICAL CONTRACTOR SHALL PROVIDE THE OWNER WITH ALL CIRCUITING NOTES: Professional Seal REQUIRED PERMITS, INSPECTIONS AND CERTIFICATES.ALL ELECTRICAL ® 1 1 WORK MUST BE PERFORMED BY A LICENSED CONTRACTOR. 1. THE CONTRACTOR SHALL CIRCUIT ALL LIGHTING AND RECEPTACLES PER THE REQUIREMENTS OF THE NEC 2014 ELECTRIC CODE. OF NEW 2 -CAR GARAGE 3. ALL CONDUCTORS SHALL BE COPPER, EXCEPT AS NOTED ON THE 27'-0" X 23'-0" DRAWING FOR SERVICE ENTRANCE CONDUCTORS. 2. PROVIDE G.F.C.I.TYPE CIRCUIT BREAKERS WHERE G.F.C.I. PROTECTION IS �'� ��RA MUF�F9 b 4. THE MINIMUM SIZE WIRE FOR BRANCH CIRCUITS SHALL BE#14 AWG REQUIRED BY CODE. r " 5 N COPPER FOR 15 AMP CIRCUITS AND#20 AWG FOR 20 AMP CIRCUITS, ■ LARGER SIZE WIRE SHALL BE USED WHERE NECESSARY TO LIMIT 3. PROVIDE TR(TAMPER RESISTANT) RECEPTACLES AS PER NEC 2014 fill V VOLTAGE DROP TO 3%FROM PANEL TO POINT USE. 104784 12'-0" REAR PORCH 4. PROVIDE SMALL APPLIANCE BRANCH CIRCUITS AS REQUIRED BY THE A'�OFESSI�NP�' o iv 5. ALL LIGHTING FIXTURES SHALL BE UNDERWRITERS LABORATORY(U.L.) ELECTRIC CODE. 12—3 X 24—O � APPROVED OR EQUIVALENT. 16 RISERS AT 7 5/8", CEILING SD 15 TREADS AT 10" ELEV= 9.0' S. PROVIDE A DEDICATED CIRCUIT TO EACH BATHROOM TO SUPPLY POWER 6. ALL CHANDELIERS SHALL BE PROVIDED WITH SUITABLE STRUCTURAL TO ALL THE RECEPTACLES IN THAT BATHROOM. BATH CIRCUITS SHALL BEDROOM 4 F.F. SUPPORT. USE G.F.C.I. BREAKERS. 12'-0" X 12'-0" ELEV=-2.0' 7. SERVICE GROUND SHALL COMPLY WITH NEC SECTION 250.50 AND SHALL 6. PROVIDE DEDICATED CIRCUITS WHERE INDICATED ON THE ELECTRICAL �2 BE SIZED AS PER TABLE 250.66. DRAWING o UP 4 RISERS AT 6", 8. ALL EXISTING CONDITIONS SHOWN ON THE PLANS SHALL BE VERIFIED IN 7. GENERAL PURPOSE RECEPTACLES SHALL NOT EXCEED 10 RECEPTACLES 3 TREADS AT 10" THE FIELD BY THE CONTRACTOR.THE CONTRACTOR SHALL REPORT ALL PER 15 AMP CIRCUIT AND 15 RECEPTACLES PER 20 AMP CIRCUIT r' O"ET CLOSET GFl GFI GFI GFl q DISCREPANCIES PRIOR TO THE START OF ANY WORK. CLOSET "' 8. GENERAL LIGHTING CIRCUITS SHALL NOT EXCEED 80%OF BRANCH M 4'-6" 4'-6" 2'-0" 3'-6" GFl 9. PROVIDE A.F.C.I. PROTECTION (ARC-FAULT CIRCUIT INTERRUPTION CIRCUIT 1,920 WATT 20 AMP CIRCUIT BREAKER 1,440 WATTS FOR 15 28'-0" D PROTECTION)AS PER SECTION 210.12 AMP CIRCUIT BREAKER 10. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH 9• ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR TEMPORARY WIRING 4'-6" 3'-6" 10'-8" 7�` 7'-4" DURING CONSTRUCTION FOR LIGHTING AND GENERAL PURPOSE ALL EXISTING CONDITIONS PRIOR TO SUBMITTING A BID.THE RECEPTACLES. INSTALLATION SHALL CONFORM WITH ARTICLE 300 OF GFl 19 CONTRACTOR SHALL INCLUDE IN THEIR BID,THE PERFORMANCE OF ALL /7LL CU E0 BEDROOM 3 - KITCHEN LAUNDRY WORK REQUIRED TO COMPLETE THE PROJECT, INCLUDING ALL WORK THE NATIONAL ELECTRICAL CODE 2014 " " 10'-8" X 7'—4" �6 UP RELATED TO SITE CONDITIONS THAT MAY NOT BE CLEARLY DEPICTED ON 12—0 X 122—0 18 —2 X 14—0 GFI THE ELECTRICAL PLANS. 12'-0" GFl 9 FL:: 11. ALL FINAL DEVICE LOCATIONS ARE TO BE PROVIDED BY OWNER. Z Q jjk DINING ROOM GFI GFI —� CEILING Sp Ln 4 RISERS AT 5 5/8", 13 ELEV= 9.0' 18'-2" X 14'-0" 3'-0" 3 TREADS AT 10" SD �M ANTRY CLOSET' � CEILING O 1 1 SD � LEGEND 1 ELEV= 16.0' I 1 a, C? 1 F.F. ELEV= 0.0' I I M crn CEILING Fl I 1 ELEV= '9.0' 16 RISERS AT 7 5/8", sD -SMOKE DETECTOR I— ------------------------------------------------ I 1 15 TREADS AT 10" O . . U) { cM -CARBON MONOXIDE DETECTOR W------------------------------------------------ J _ BATH ;2 __ -GFCI OUTLET L.I... 2'-0" x 5"-0" GREAT ROOM f 24-s x 18 3 MASTER BEDROOM 7 CLOSETLO 18'-3" X 14'-0" 4'-0" 7 A " EA w LC...U AT IONS BEDROOM 2 24'-6" o PROPOSED j P � y g FIRST O � 1 8 .FI' 12'-0" x 12'-0" — I-.I°o6 ilI...S. 1�IRT FLOOR .—«""t'C1 � w 14'-0„ 8'_8„ ° `IOTA1.., PROPOSE AREA = —,4 9 Q..FT -00 sD � ,< ° I'I�('.. a '. " C'Ot �� .,� ENTRY PORCH = 215 � ,., '� ' �'�/ LO At 12'-0" ' O ._ V FI L/1 I'i 14 Z O w U 80 r / bLm W V C) 10 J Q 11 15 ®9 O C) C r G iD , iD Revisions No. Date Description 1 11/15/24 FOR PERMIT 4 RISERS AT 5 5/8", 2 -4-4-- 3 TREADS AT 10" 3 --/--/-- ---- U P 4 --/--/-- ---- FIRST FLOOR P LA 5 --'--'-- ---- 13'-2" 13'-2" 13'-2" SCALE. 114" „ �� 1 Designed By : NM A-104 Drawn By : NM Checked By : NM Date : 11/15/2024 Scale: AS NOTED A� l 00 Sheet# II I Nora Mueger, PE (631)655-8489 norazuhoski@gmail.com t _�.___-- -____.�_—_____-, _.�___ _____—__—__—____-�—_______ � tt 11 t 1 I 1 # t tl 171 2 1 I # 1 2 Professional Seal 11 fr r__...._____..__ __.,._-____ f t MU f61 t 1 r f t 9/12 PITCH 9/12 PITCH r- cIL, Ir # t If 104784 �FOA��FESS,ONP��. I ! 11 tl r t I I 1 1 II tf It rt 11 Ir It It 2 ft ff 11 11 # I 1 1 II fl It ! t It ! 1 I I I f 1 ! 1 1 t 1 # ! II t # -__----------� ----------- --------- ___ ----------- -^-^---- - 1 t ! 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If rf 11 _J Ir-----------------------711 I I I I 1 I ; LL I # (D I 1 II 1 1 O If 4/ 2 PITCH 1 u ____ ` ` 1 LU N .. 6.�_ I _l f I 1 I -®__—®—__� ___ _".,'____° __ -� # 1 � 1 I I f d 1 LL I = I t NI 1 1 1 " = I t I # 1 # tt � r _________ ______.�.,. 111 1 r t Zi f 1 f "' I r l f .. _____ _- t = I f 1 � r 1 fI t It rl ! f 1 II 2 11 2 f --a-----� Li rl �«-___--_�• ! 14/12 PITCH 14/12 PITCH I If It 1 t # tl II tf ! 11 11 II II II 11 11 , r If fI tl II O II If tI � F # I ! 11 tl II Z II f [ tt 11 " Z tl II t # tt IF 11 ! 1 11 II 11 � 3- 1 L_-____.......... ---------- -j L......___.a _—— —__----m- t 1 --a°-^-- W It # t # I N t l I I F y LL I I 1 1 1 L- ------ ---- -. __ _ $-- ---- --------- �. 1 � O ___—___ —___________�._— ___ ___________________ _______r w � -� Q 2 � O � 3 3 a w N n 2 Revisions 13 No. Date Description 1 1 11/15/24 FOR PERMIT 2 --/--/-- ---- 3 --/--/-- ---- 4 --/--/-- ---- 5 --/--/-- ---- ROOF PLAN 1 SCALE: 1/4"= 1'-0" Designed By : NM A-104 Drawn By : NM Checked By : NM Date : 11/15/2024 Scale: AS NOTED A� 10 1 Sheet# II I Nora Mueger, PIE (631)655-8489 norazuhoski@gmail.com T 0 P F R 0 0 F Professional Seal F-T-L--- UL-U-1-7ul LLLLL OF NEW 59 -10 1 /2" (24' - 10 1 /211) ............H..................-11 m LL11- _d1_iujA_1uj_ LU 1 'LjLLu_u Ll LLW .1 1 l'u, JiLillui Jaul-111 Of d i T j_jLu AL L I LLL 1 11 I'LLtul .Lj JLL _u 11 104784 LLILLUL11-lu ..L --ILLUI- I L iij Ll LEJ Jul _L1111 L JL Lj -I LA-1 1_JLL1JLL1_u LE U uiw T, I -1-ili ij D'i L Li H 111 11 111+_111_�ftll 11 1 IJ L L —1 A TOP OF WALL .. ......... -011(91 Off) 44 �k t t ]H I _T1 FIRST FLOOR--r-- 351-011 (of 011) Cn z FRONT ELEVATION 0 SCALE: 1/4"= 1'-0" \-- AVG _N1ATU.RAL G RAD-�.'.' 331-0" (-21 - 011) > W W _j _j F- LLI ul) TOP OF ROOF D 0 H j Ri j _L]Li 59'-10 1 /2" (2A' - 10 / /211) z 0 L Lj JLII 1W.- LiLiu L11i 1_11JULL ULJ tj_u LULL iLILL LiLL-Li- W 0 D D LLM 1ju Ii JLLuLLLj__1' i [Liu ILIL-ILID1=1 L1_11u 1 -1 LEILI LE LiLw LIU Llilh'_ Ll lLLJJLuJ_.uLLu_j LA L 0 C) 'Lill L- 1 LM LLIJ lillu_ 111J11- I WE _l=uuiW ..L1LLL' 1L_tLWMW I LLU 11 Ljj ; LL Om -ILI LLLL Revisions / i I No. Date Description u 4-4-- LLui �Lm Ljiw Lillu IALW lij jJ11L M 1 11/15/24 FOR PERMIT I i 2 ---- 3 TOP OF WALL 4 Designed By : NM Drawn By : NM tChecked By : NM 411 Date : 11/15/2024 FIRST FLOOR Scale: AS NOTED 351-011 (01 011) BACK ELEVATION VG NATURAL GRADE - , SCALE: 1/4"= V-0" A� l 02 331-011 (-21 011) Sheet Nora Mueger, PE (631)655-8489 norazuhoski@gmail.com Professional Seal 10 1 /2 (24-' — �'t p, M UEoF��'f' 104784 tt 1JILLJULILLU L E€ I i II E 11 fit€ 1I_i � t` E i 5 _ ..v.. -i._�.._ ._� i..._ d--d L.4�.__ ._ L-1�M-1__. .._._�� ._ _�LL.iA_._ 44 1 TOP OF VYAL 11( 1 11 FIRST FLOOR I-0111 (of ° /$35 �^^ VJ SIDE ELEVATION AVG 1 0 F- SCALE.- 1/4"= 1'-0" Q 1 11 (-21 11 \ uj W � J ~ W F- TOP OF ROOF 0 IIII Ell U]J Ail M L ` 1-10 j 11 (241 11 z Z 0 ui U-11 CD I- IL CD [JUL, �_ _......._F-a.�._.�.- € I � Revisions LLU-.0 LU-1 I { � \ No. Date Description 11/15/24 FOR PERMIT I � E I I I I I s 3 --/--/-- ---- TOP OF WALL I I 5 --/--/-- 40-1-01"(9il 0") �,T Designed By : NM i i 1 I ' ' B i Drawn . NM Y E {!{ Checked By : NM Date : 11/15/2024 FIRST 3 :i EE{!: 1 Y�I!OO Scale: --L AS NOTED �;;:�� 1 11 1 11 . .. 35 — — — SIDE ELEVATION AVG NATURAL GRADE SCALE: 1/4"= 1'-0" `-- — — — — — — A� l 03 1- 11 j ..�1 11 \\ Sheet# I I Nora Mueger, PE (631)655-8489 norazuhoski@gmail.com --RIDGE, SEE PLAN.FOR..SIZE---..--..---.. .— _ — TOP OF ROOF Professional Seal 60-10 1/2" (25' - 10 1/2") ROOF SPECIFICATIONS OF NEWyo -30#FELT �'t ��Rp MU£oF� -3/4" PLYWOOD - RR AT 12"/16"O.C. (SIZE VARIES, SEE PLAN) r - R-49 INSULATION AT ROOF RAFTERS - 1/2"GYP. BD. 2 = . 104784 SSIONP� TOP OF WALL o WALL SPECIFICATIONS -VERTICAL SIDING -HOUSE WRAP - 1/2" PLYWOOD SHEATHING -2x6 STUDS AT 16"O.C. -R-21 MIN. INSULATION - 1/2"GYP. BD. 4 R-19 MIN. INE ULATIION S-200 AT FLOOR JC QSTS 3 4 5 S-400 S-301 _ S-301 _ — — FIRST FLOOR — — I� 35'-0" (0' - 011 ) AVG NATURAL GRADE STEEL BEAM, SEE PLAN I I 33'-0" (-2 - 0"} U) 4"x12"CONTINUOUS SLAB FOR SIZE z FOR STAIR LANDING DECK JOISTS, SEE PLAN — O rii� TJI FLOOR JOISTS, SEE FOR SIZE Lj — UNEXCAVATED O ELL a, PLAN FOR SIZE �UN EXCAVATED OR WELL COMPACTED FILL 95%MO ED COMPACTED FILL 95%MODIFIED w PROCTOR DENSITY, NO FINES O I NEW 4" SLAB ON GIRADE W/ PROCTOR DENSITY, NO FINES OR J w ORGANICS WWF 4X4 W-2.OxW/-2.0, ORGANICS {— OVER 1OMIL VAPOIR BARRIER FOU_NDATIO 24'-10"(-10' -2") _ _/ SECTION L0 SCALE: 1/4" = V-0" O r U }- Z Z O �z ~ U wD oQ o7 Revisions No. Date Description 1 11/15/24 FOR PERMIT 2 --/--/-- ---- 3 --/--/-- ---- 4 --/--/-- ---- 5 --/--/-- ---- Designed By : NM Drawn By : NM Checked By : NM g.. p. Date : 11/15/2024 Scale: AS NOTED A� l 04 ,I,- Sheet# _j Nora Mueger, PE (631) 655-8489 �` 1 norazuhoski@gmail.com # I G U It O O O O 9/12 PITCH 9/12 PITCH t 1 If O it I Professional Seal tj O O 1I I I I 0> 1 If !, if II Bt �O O I7 _ � .a t per+ �� py® r ^.�...—n.,r r b s w e r+w s s a.«s w.«r. «a.�® 8# - E � It IM ° i __ ___ ______.._ �___ # I I ��P�oOFM Ec yo�� .. 11 L II it it II �t I! #. ___� tt It !i 2 Ei_= 1� I W _ _ �ri I `!'�0��04784NP�� A FESSIO ! ## tl ## IB Ir� —Ii ! II t1 ! 11 ,1 O 2 I 2 mi; IL.� .� --� -----.fit 1 It O tt 3 3 � O !I p O 4/,2 PITCH o.w��. N O , V14117P,ITC(H r� -_ _ TYPICAL ROOF PLAN JL— U 14/12 PITCF$ 1 WIND ZONE KEY ZONE 1 ZONE 2 ZONE3 ZONE 4 W11t2 JFIELD 8" 0.C. 12" 0.C. 3" 0.C. 4" 0.C. Z) PANEL EDGES 4 O.C. 6 O.C. 3 O.C. 3 O.C. _ o N o oC) U) NOTES TO DRAWING: 0� ` CONTRACTOR TO VERIFY WITH ARCHITECT IN CASE OF ANY DISCREPENCIES 0 OR QUESTIONS REGARDING THE WIND ZONE LOCATION. 0 PROPOSED ROOF PLAN z SCALE: 1/8" = T-0" Q 0 0 w z WINDOW 8c DOOR SCHEDULE : FIRST FLOOR PLAN UNIT TYPE NAME MANUFACTURER PRODUCT LOCATION NOTES A 01 ANDERSON 3'-0" X 5'-0" Fixed Picture BED RM 4 B 02 ANDERSON 14'-0" X 8'-0" Patio Slider- DINING RM 03 ANDERSON 6'-0" X 5'-1 " Fixed Picture KITCHEN C 04 CUSTOM 3'-0" X 6'-8" Solid Wood Door GARAGE D 05 CUSTOM 18'-0" X 6'-6" Gara e Door GARAGELO C 06 CUSTOM 3'-0" X 6'-8" Solid Wood Door LAUNDRY MAX U VALUE: 0.3 H 07 ANDERSON 2'-8" X 5'-0" Fixed Picture MASTER BATH MAX SHGC: 0.4 0 FOR ALL PROPOSED - A 08 ANDERSON 3'-0" X 5'-0" Fixed Picture MASTER BATH GLAZING U F 09 ANDERSON 6'-0" X 5-9" Double Hung MASTER BED Z Z C 10 CUSTOM 3'-0" X 6'-8" Solid Wood Door GREAT ROOM 0 �z F 11 ANDERSON 6'-0" X 5-9" Double Hung GREAT ROOM () A 12 ANDERSON 3'-0" X 5'-0" Fixed Picture BED RM 2 A 13 ANDERSON 3'-0" X 5'-0" Fixed Picture BED RM 3 (D — H 14 ANDERSON 2'-8" X 5'-0" Fixed Picture MASTER BATH w CD 15 ANDERSON 2'-8" X 4'-0" Fixed Picture I FRONT GLO . ��5 u0b ABLE WINDOW o C:) 75 MEETS OR EXCEEDS INTERNATIONAL BUILDING CODE SECTION 1009.2 WHERE A MINIMUM AREA OF 5.7 SQ. FT. IS °- NEEDED FOR EMERGENCY ESCAPE AND RESCUE. (MIN. OF 5.0 SQ. FT. FOR FIRST FLOOR ONLY) TYPICAL PLYWOOD PANELS AT ALL OPENINGS CONTRACTOR TO VERIFY ALL WINDOWS & DOOR SIZES WITH ARCHITECT PRIOR TO ORDER IF ANY DISCREPENCIES OCCUR Revisions 1. PLYWOOD TO BE CDX GRADE PROVIDE SHOP DRAWINGS OF ALL SPECIALTY CONDITIONS FOR ARCHITECTS REVIEW. No. Date Description 2. PLYWOOD TO BE: A MINIMUM OF 7/16" THICK 3. OPENINGS OF UP TO 4'-0" — 2 1/2" #6 SCREWS @ 16" O.C. CONTRACTOR TO PROVIDE 3/4" C.D.X. PLYWOOD STORM (PANELS FOR ALL DOORS AND WINDOWS — FRAMED NUMBERED 1 11/15/24 FOR PERMIT 4. OPENINGS FROM 4'-0" TO 6'-01' — 2 1/2" #6 SCREWS @ 16" O.C. AND STORED ON SITE FOR THE OWNER IN ORDER TO BE IN COMPLIANCE WITH 120 MPH HURRICANE PRONE ZONE 2 --/--/-- ---- AS SPECIFIED IN R 301 .1 OF THE N.Y.S. RESIDENCIAL CODE. 3 --/--/-- --"" GLAZED OPENINGS MUST BE PROTECTED AGAINST WIND BORNE DEBRIS AS SPECIFIED IN R301 .2.1 .2 OF THE N.Y.S. 5 -"/--/-- "--" RESIDENCIAL CODE. Designed By : NM Drawn By : NM Checked By : NM Date : 11/15/2024 Scale: AS NOTED A�400 Sheet# II I Nora Mueger, PE (631)655-8489 norazuhoski@gmail.com 01 HANDRAIL CONTINUOUS FOR FULL LENGTH OF FLIGHT 3/8" MAX. STAIR TREAD DEPTH 31z"MIN. CLEAR TOLERANCE BETWEEN GREATEST / / Professional Seal (HANDRAIL ON AND SMALLEST TREADS WITHIN ONE SIDE) A FLIGHT OF STAIRS 27" MIN. CLEAR PLACEMENT �P jF N '�F- w y (HANDRAILS ON / / AREA AI �p HANDRAIL O BOTH SIDES) O / r H = w ? O 9" MIN. 104784 0 _ = Z A'��FESSIONP� WU' ~ fn J / fnQZZ W- Z U) Q W U W Q u cWi� wwv~i UWW � a cn LL z W � XX � Cr0 � � mw moo Q I- / U) W w � g 0 w q! o J _ J t i STAIRS � ZQ � —� 2: M co / O W Z _I M O Q W SEE PLAN FOR STAIR STRINGER DETAILS NOSING PROJECTION 3/4" MIN. 36" MIN. CLEAR WIDTH WN 1-1/4"MAX. PLAN STAIR ELEVATION HANDRAIL ELEVATION 1 TYPICAL STAIRWAY AND HANDRAIL DETAILS PER NYS CODE S-401 SCALE: 3/4"= 1'-0" J Q w N� cjL J �— I— co C� W Z UO Z Z Q Q a' J W 0 -i UW STAIRWAY NOSING NOTES: I Q Q U � H � 1. NOSINGS AT TREADS, LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE A RADIUS OF CURVATURE AT THE NOSING NOT GREATER THAN 9/16 INCH = D w(14 MM)OR A BEVEL NOT GREATER THAN 1/2 INCH (12.7 MM). w > O 2. A NOSING PROJECTION NOT LESS THAN 3/4 INCH (19 MM)AND NOT MORE THAN 11/4 INCHES (32 MM)SHALL BE PROVIDED ON STAIRWAYS. N = LO Z O LL 3. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST NOSING PROJECTION BY MORE THAN 3/8 INCH (9.5 MM)WITHIN A STAIRWAY. I � 4. NOSING PROJECTION IS NOT REQUIRED WHERE THE TREAD DEPTH IS NOT LESS THAN 11 INCHES(279 MM). p r— i� of O r U w �- W Z = ZZ u- Z Z � J w - - O Q � U z w � 1/2" MAX. BE'.VEL 9/16"MAX. RADIUS m I ao / _ IxU) 0 LL > Of U C ZO Q 2 � W u- Revisions No. Date Description 2 T 1 11/15/24 FOR PERMIT I AL STAIR NOSING DETAILS PER NYS CODE 2 S-401 3 --/--/-- 4 --/--/-- ---- 3 TYPICAL STAIRWAY CLEARANCE DETAILS PER NYS CODE 5 --/--/-- ---- S-401 SCALE: 1/2" = 1'-0" Designed By : NM Drawn By : NM Checked By : NM Date : 11/15/2024 Scale: AS NOTED A�401 �.._She�etO u 69'-0" Nora Mueger, PE 13'-0" 28'-0" 28'-0" (631) 655-8489 norazuhoski@gmail.com [-5-0 MPZ66 MOMENT POST BASE -S.F. 8 TOP OF WALL S-20o EMBEDDED INTO CONCRETE EL. = 0'-0" PIER, BY SIMPSON STRONG [-5'-6"] I S-200 TIE OR APPROVED EQUAL. -S.F. TYP. OF 5 9 4 I S-200 `9 S-200 F2 5 [_7,_6„] I 8 I ( Professional Seal -S.F. OF NE TOP OF WALL TOP OF WALL P��" wrO [-I T-6"] [-5'-0"] [- '-0"J [-5'-0"] I EL. = 0'-0" EL. _ -2'-7I I �� �pRa mu 0F,p'P'� 1fOP OF WALL UNEXCAVATED OR WELL C) � E:L. - - 1 -2 1/8 6'-8" 7'-4" 7'-4" 6' 8 3.-loll COMPACTED FILL 95% MODIFIED " I I o Z -S.F. PROCTOR DENSITY, NO FINES OR CO y fi ORGANICS 6 r ��O 104784 N I I^ I I UNEXCAVATED OR WELL '°S-200 RQFESS��C1P�' ^{ COMPACTED FILL 95%MODIFIED PROCTOR DENSITY, NO FINES OR I I ORGANICS I i 4 M I I I I -S.F. S-200 4 - [-5'-6'] 4'-0" I S-200 C3 -S.F. BP-3 BP-1 I I I I TOP OF WALL— - - - - - - - - EL. = 0'-0" F I TOP OF WALL L -� -S.F. CD ih s Cl) EL. _- V-2 1/8" NEW 4"SLAB ON GRADE W/ T-4" WWF 4X4 W-2.OxW-2.0, TOP OF WALL I OVER 10MIL VAPOR BARRIER EL. _ - 1'-2 1/8" I = 'TOP OF WALL I `° EL. _ - V-2 1/8" -10'-2" I �n I �- UNEXCAVATED OR WELL I o ICOMPACTED FILL 95% MODIFIED PROCTOR DENSITY, NO FINES OR I z ORGANICS I J 4 0- I S-200 5 N ' 5-200 — — — — . . O F4.0 F3.5 t— BP-2 B -2 P-2 Q o o o o o z WP LL SHALLW BE BRACED OR STAIRS 00 — [-11'-9"] [-11' 9"] I I I SH LL BE P URED PRIOR TO H O S- ILL — — [-11'-9"] � _ [_11 _g ] J BAC KFI LLI NG AREA OUTSIDE OF STAIRS H I16-1" � 12'-6" 12'-6" 11'-7" I I I F3.0 I CD I I I I BP-2 I TOP OF WALL 19 L — J EL. _ - 1'-2 1/8" I ( LEGEND u finn—// N 4'-0" DOOR OPENINiG I I LL. LO TOP OF WALL - EL. _ - 1'-2 1/8" � I I I 0 - INDICATES FOUNDATION WALL. 4000 4 4 I — PSI COMPRESSIVE STRENGTH MIN. V ~ 5-200 S-200 I I - - [-11'-6] J INDICATES FOUNDATION WALL SHELF, O z — 4 TOP OF WALL SEE DETAILS FOR SIZE 0 V s-2oo EL. _ - V-2 1/8" CO W Z) _ INDICATES TOP OF SLAB ELEVATION 00 FROM DATUM ELEVATION (D 12'-6" „ [-x'-xx"] - INDICATES BOTTOM OF FOOTING � p Q 40'-0" 9-2 O °° EL. FROM DATUM � T— 00 UNEXCAVATED OR WELL d 5 COMPACTED FILL 95%MODIFIED PROCTOR DENSITY, NO FINES OR MPZ66 MOMENT POST BASE S-2oo ORGANICS _ C � - INDICATES CONTINUOUS/ISOLATED �F2.5 F2.5 F2.5 PIER, BY SIMPSON STRONG rL EMBEDDED INTO CONCRETE 5 FOOTING, 4000 PSI COMPRESSIVE Revisions I—_ _ _ i I TIE OR APPROVED EQUAL. I �P-1� I STRENGTH MIN. No. Date Description TYP. OF 5 \ 1 11/15/24 FOR PERMIT O 1 - INDICATES 12" SONOTUBE w/ BF 28 2 �[-5 0']_j [-5 0'J [-5' o"] 5 / BIG FOOT FOOTING, 4000 PSI 3 --/__/_- ____ 12'-9" 13'-2" 13'-2" 13'-2" S-301 COMPRESSIVE STRENGTH MIN. 4 INDICATES BASEPLATE TYPE. SEE 61'-8" DETAIL 1/S-400 .. 1 Designed By : NM -S.F. - INDICATES STEPPED FOOTING. A-104 FOUNDATION/BASEMENT PLAN SEE DETAIL 7/5-200 Drawn NM Checked By : NM SCALE: 1/4"= V-0" NOTES: 1. SLAB ON GRADE INDICATES CONCRETE SLAB W/WWF Date : 11/15/2024 4X4 W-2.OxW-2.0, OVER 1OMIL VAPOR BARRIER. Scale: AS NOTED 2. DATUM 0'-0" IS SET TO TOP OF FIRST FLOOR SUB FLOOR. S � i 00 L_ Sheet# _j it I Nora Mueger, PE (631)655-8489 NOTES: norazuhoski@gmail.com HD HD 1. MINIMUM WOOD POST TO BE (2)-2X POST FOR 2x6 WALLS AND (3)-2X POST FOR 2x4 WALLS. 2. ALL WOOD FRAME CONNECTIONS NOT BEARING TYPICAL CONNECTIONS ARE TO HAVE A SIMPSON FACE-MOUNT HANGER SIZED TO FIT CONNECTING MEMBERS. MPZ66 MOMENT POST BASE 3. ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING BETWEEN JOISTS EMBEDDED INTO CONCRETE AND BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. PIER, BY SIMPSON STRONG TIE OR APPROVED EQUAL. 4. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. TYP. OF 5 5. FLOOR SHEATHING TO BE 23/32"STRUCTURAL I SHEATHING MIN GLUED AND SCREWED, Professional Seal HD NEW 4"SLAB ON GRADE W/ UNLESS OTHERWISE NOTED. HD (2)2x10 PT O (2)2x10 PT ❑ 2 WWF 4X4 W-2.0xUN-2.0, O 16-04 2x10 PT (2)2x10 PT OVER 10MIL VAPOR BARRIER 6. TOP OF STEEL TO BE 1 1/2" BELOW BOTTOM OF SUBFLOOR U.O.N. OF NEW y y 2 104784 a c I p'Q�FESSIONp� N < HD HD HD HD I D Gil a3o I o0 2) 1 3/4x 14 LVL N 'B-°' HD HD FRAMING LEGEND 14 (21 14 LVL So I 1 \ � a X o cM I BEAMS / HEADERS z Cl) II Q MOMENT CONNECTION VALUE III II °- 1 (FT-KIPS) 14T 560 1 c U LO;o I LO=o BEAM MATERIAL AT 1 "o.c. HD BEAM SIZE z a I •— a 75 J II J J I o I I N IT > � (2) 1 3/4x 11 7/8 LVL ,—, � � m X J I 3700 2B-01 °' `r BEAM END REACTIOZ m (LBS-WOOD) MOMENT v N coI (KIPS -STEEL) CONNECTION O lv N I COLUMN O 2 'I 4x 14 LVL N o BEAM NUMBER OVER BEAM J 5300 1B-03 1700 3 1 3/4x 14 LVL so 3 1 3/4x 14 LVL 10.7 8.7 LL 0 88 10.7 N 16 QI-P 9.0 16 Q (3) 1 3/4x 14 LVL p ' o (3) 1 3/4x 14 LVL JOIST / RAFTERS o 1B= o r� 1B-17a W 1 - F SPAN DIRECTION J _ LL 1 I X o RAFTER PITCH EXTENTS OF ~ m m I IE DIRECTION FRAMING /4x44 t-%� 4600 1 ❑ PROVIDE BLOC KING BELOW N ad 'asao 1 82 J I ( LOAD BEARIN W LL N �(2) 14 LVL J J J II � � JOIST RAFTER m o v m x x m \�TYPE. &SPACING I � o H D co c cov � d o v Q 'n.o "'=o COLUMN / POST II ^ a II - INDICATES STEEL COLUMN BELOW (V J H D 1 �, J ( 1 1 I X o > G - INDICATES STEEL COLUMN ABOVE/BELOW > (2) 14 LVL I Iv m -j I I Gp r �I I C' J - INDICATES STEEL COLUMN ABOVE � T- x � 7.C" xm I I� C 1 I - INDICATES COLUMN BELOW z Z - INDICATES COLUMN ABOVE/BELOW " ❑ - INDICATES COLUMN ABOVE FT_ 77TI wv ALL WOOD POSTS TO BE (2)-2X MINIMUM HD N M- p HD ALL STEEL COLUMNS TO BE HSS5x5x5/16 MINIMUM U.O.N. b CD \ W LOQ WALL 0 p 73 a a-ao ® -INDICATES LOAD BEARING WALL BELOW N INDICATES LOAD BEARING WALL ABOVE Revisions ❑ (3)2x12 PT ❑ 3 2x12 PT ❑ (3)2x12 PT - INDICATES SHEAR WALL ❑ ❑ 1B-05 ❑ No. Date Description 1 11/15/24 FOR PERMIT 2 4-4-- ---- MPZ66 MOMENT POST BASE HEADER SCHEDULE 3 4-4-- ---- EMBEDDED INTO CONCRETE 4 -44-- PIER, BY SIMPSON STRONG H-1 -INDICATES HEADER TO BE (2)- 1 3/4x7 1/4" LVL 5 -44-- TIE OR APPROVED EQUAL. ---- TYP. OF 5 H-2 - INDICATES HEADER TO BE (2)- 1 3/4x9 1/4" LVL 1 H-3 -INDICATES HEADER TO BE (2)- 1 3/4x11 7/8" LVL Designed By : NM A-104 Drawn By : NM Checked By : NM FIRST FLOOR FRAMING PLAN sp -SMOKE DETECTOR SCALE: 114"= 1'-0" cM -CARBON MONOXIDE DETECTOR Date : 11/15/2024 Scale: AS NOTED S � 10 1 Sheet# DIAMOND SAW CUT. IN AREAS WHERE 6" 6" STOP REINF. SHORT OF01 TYP. LAP TYP. LAP SLAB IS LEFT EXPOSED, (I.E. LEFT JOINT AT EACH SIDE FIRST POUR SECOND POUR 56 BAR r1J SEE NOTE 1 01 SEE NOTE 1 01 UNCOVERED), FILL W/SPECIFIED 6" 6, (TYP.) rNora Mueger, PE JOINT FILLER IN ACCORDANCE W/ 4" PREMOLDED TONGUE STOP REINF, SHORT OF 1) 555-8489 lo MANUFACTURER'S INSTRUCTIONS AND GROOVE JOINT JOINT AT EACH SIDE �� norazuhoski@gmail.com CORNER BAR SIZE AND h SPACING TO MATCH HORIZ. REINF. 011 f OPENING co a =.._, AMR,la-mr,i- _ NOTE: CONSTRUCTION JOINTS ARE TO BE USED WHEN CONCRETING SEE SLAB PLAN FOR CON1rROL THE SAW CUT IS TO BE PERFORMED OPERATIONS ARE TO BE INTERRUPTED. CONSTRUCTION JOINTS JOINT LOCATIONS NOTED "CJ" UP TO 12 HOURS AFTER THE CONC. MAY ONLY BE USED AT LOCATION SPECIFIED FOR CONTROL AT CORNERS Professional Seal AT INTERSECTIONS IS POURED, REFER TO ACI 301. JOINTS, SEE SLAB PLAN AND DETAIL. TYPICAL CONTROL JOINT DETAIL SLAB ON GRADE CONSTRUCTION JOINT DETAIL DIAGONAL BARS Second Pour First Pour ��,OF NEW,,, (2)- BARS @ EACH FACE OF (2)#5 BARS AT EACH TYP. LAP tQ MU � WALL/T&B OF SLAB. FOR FACE OF WALL/T&B OF SEE NOTE 1 PROVIDE 1"V GROOVE ON EXPOSED SEE NOTE 3, 4 AND 7 A £GF� Ow WRAP W.W.F.AROUND CONT.#4 SIZE, SEE NOTE 1 (TYP.) SLAB X. FACE OF WALL AT JOINT. SEE NOTE 7 z NOSING BAR, EDGE W/4" RADIUS TOOL CONSTRUCTION JOINT, = ti VAPOR RETARDER, SEE PLAN FOR Q 6" 6" LAP EDGES 24"AND TAPE, REINFORCEMENT 1'-0" CENTER 2x4 KEY ON WALL op�. w NOTES: SHRINKAGE CRACK OMIT AT EXTERIOR.LABS w SEE PLAN FOR CHANGE F� 104784 � MIN IN ELEVATION 1. AT WALLS, ADDITIONAL REINFORCING SIZE SHALL MATCH HORIZONTAL AND VERTICAL _ FESSIONP� REINFORCING.AT SLABS; USE#5 BARS. i- 2. DETAIL APPLIES AT OPENINGS 12"x12"AND LARGER, A SIMILAR DETAIL MAY BE USED AT r + CIRCULAR OPENINGS 12"'AND LARGER. 3. COORDINATE OPENING SIZES AND LOCATIONS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 2 0 PIER, IF REQUIRED ~ 2 TYPICAL SLAB/WALL PENETRATION DETAIL CONSTRUCTION JOINT CONTROL JOINT lr 61_-Ii: PROVIDE CONT. CHAIR AT REFER TO GEO TECH. I- I(....'I 3'-0"O.C. MAX TO MAINTAIN REPORT OR 6" MIN. NOTE: �� �� REINF.AT EL. SHOWN S-200 SCALE: N.T.S. GRANULAR SUB-BASE NATURAL"CUT" GRADE OR 1. ALL BAR SPLICES SHALL BE CLASS"B" LAP SPLICES WITH 56 BAR DIAMETERS MINIMUM COMPACTED SUB-GRADE 2. PROVIDE CONSTRUCTION JOINT AT END OF EACH DAY'S POUR. WALLS SHALL NOT BE POURED IN CONTINUOUS LENGTHS EXCEEDING 30 FEET WITHOUT PROVIDING CONSTRUCTION JOINTS OR CONTROL JOINTS. TYPICAL SLAB ON GRADE DETAIL- RESIDENTIAL STEPPED SLAB DETAIL 3. PROVIDE CONSTRUCTION/CONTROL JOINTS AT FACE OF PIERS UNLESS OTHERWISE NOTED ON PLAN. AT OL JOINT, PROVIDE BEVEL 10 INTO ALL 1 TYPICAL SLAB ON GRADE DETAIL 4 HORIZONRTAAL REINFORCING BARS 6"SHOORTOF/CONT OL JO JOINT. BOTH SIDES. STOP ALTERNATING FLOOR FRAMING, SEE PLAN FLOOR FRAMING, SEE PLAN . o S-200 SCALE: N.T.S. 5. SEE APPROPRIATE SECTION FOR WALL REINFORCEMENT. 6. VERTICAL REINFORCING AND/OR SUPPORT BARS NOT SHOWN FOR CLARITY. ° • J Q 7. PROVIDE CAULKING AT JOINT IF REQUIRED. SEE SPECIFICATIONS. • o �— W Q z 3 CONCRETE WALL CONSTRUCTION DETAIL z 2X BLOCKING AT 16"o.c.AND — _— S-200 AT ALL POST LOCATIONS TYP. (2)-#5 CONT. TOP AND BOTTOM Q O CONNECT P.T. PLATE TO FOUNDATION WALL 0 v W/2"Oxl2" LONG ANCHOR BOLTS AT T-0"o.c. z w F- Z) w #5 BARS @ 18"o.c. HORIZONTAL AND VERTICAL J O U) 0'-2"CLR #5 DOWEL AT WALL SPACING w/0'-10" HOOK, T-0" LAP SPLICE 2"H" MIN. FIELD HORIZ. & VERT. 'WA'_L U_ AT CENTER 0 LAP 48 BAR DIAMETERS WITH VERTICAL BARS T AND FT/G.LL 2'-0" t ~ 10 REINFORCEMENT LINE TOP OF WALL SECTION w ® 2x4 KEY 70, J BOT. HORIZ. WALL JOISTS PARALLEL TO WALL Z REINFORCEMENT COLUMN/PIER/OR GRADE SLAB ON GRADE, BEAM TO BE CENTERED ON o SEE PLAN FOR REINFORCEMENT FOOTING • COLUMN/PIER/OR GRADE BEAM O C a Ifs ill-1�,: IF- YPIER/COLUMN • 2" PREFORMED EXPANSION MATERIAL U p I REINFORCEMENT IF REQ'D (3)-#5 CONT. BOTTOM OF FOOTING �; �/ Ln _ _ 11 J` FOOTING REINF. Cn F' #5 HORIZONTAL AT 18'o.c. Z �' 2 SOIL BEARING r (� U) °'_6" °'_8" °'_6" 1 ROCK BEARING z w FOOTING TOP BOTTOM OF FOOTING O U) I I REINFORCEMENT IF REQ'D, EL. = SEE PLAN 1'_8" AIL. 1i- TOP REINF. IF REQ'D. U O SEE SCHEDULE u- SEE FDN. WALL/FOOTING z I U) z SECTIONS O ° —p— • TYPICAL FOUNDATIION WALL DETAIL co r0 4 NOTE: w — [1) • PLACE LOWER FOOTING FIRST W U • - • • U Q I Z STEPPED FOOTING DETAIL U FTG. BOTTOM REINF., CONNECT P.T. PLATE TO 7� U_ U O SEE SCHEDULE FOUNDATION SHELF W/ I— r, z'Ox12" LONG ANCHOR L` S-200 SCALE: 3/4"= 1'-0" O O Q BOTTOM OF FTG. EL., BOLTS AT T-0"o.c. fY V-- G NOTES: SEE PLAN SLAB ON GRADE, SEE PLAN d FOR REINFORCEMENT ' PREMOLDED EXPANSION JOINT 1. SEE FOOTING SCHEDULE FOR FOOTING DIMENSIONS Z ZO POST, SEE FRAMING PLAN 1- 1- x x x x x x x Revisions mMI III a x x x x x ISOLATED FOOTING SCHEDULE — z TM fflir�=IIZII- No. Date Description BEARING CAPACITY OF SOIL = 2000 PSF o III 1 11/15/24 FOR PERMIT U I III-III SLAB ON GRADE, SEE SIMPSON ABU66Z _--- O • w T �I�III PLAN FOR REINF. POST BASE (2)-5/8"0 ANCHOR BOLTS 2 ""/--/-- ALLOWABLE SIZE REINFORCEMENT � 1� 1_LI= CALLOUT THICKNESS ADDITONAL INFO. 0 11 II ADHESIVELY EMBEDDED 5"W/ 3 --/--/-- ---- AXIAL LOAD LENGTH WIDTH LENGTHWISE WIDTHWISE cn z w = 0 _ -11, CONT.#5 HORIZONTAL O0 SIMPSON SET XP EPDXY 4 F-2.5 11.5 KIPS 2'-6" 6 2'- "' 1'-0°' 0 (3)-#5 (3)-#5 90d HOOK @ END (2)-TOP AND BOTTOM 0 #5 DOWEL AT 18"o.c. W/ O 5 ---- F-5.0 46.0 KIPS 5`-0" 5'-0"' 1'-B" (6)-#5 (6)=05 9dd HOOK[} END z w � I 12"0 SONOTUBE - f- 0'-10" HOOK w z rat- P-5.5 56.0 KIPS 5'-611 5'=6"' 1'-B"' (6)-#5 - O o (6)-#5 90d HOOK @ END #5 DOWEL AT 12"o.c. � CONT. #5 HORIZONTAL z_ i= M ° (2)-TOP AND BOTTOM w Designed B • 0 2x4 KEY 9 Y NM 2x4 KEY Cl) • a W/05 DOWELS AT 8"" HOOK Drawn By : NM NOTE: 1 ALLOWABLE AXIAL LOADS ASSUME COLUMN 15 CONCENTRIC ON FOOTING - FOR OFFSET FOOTINGS FURTHE11 0 #5 HORIZONTAL @ U) Checked By : NM 1-11 18"o.c. 0 5 HORIZONTAL @ 0 CALCULATIONS ARE REQUIRED. o 0 18"o.c. U_ BF28"BIG FOOT 2 MINIMUM B zASMATE SIZE IS To RE 1'-O"x1'-0"x3/4". 3)#5 BAR CONT. FOOTING" (3)-#5 CONT. BOTTOM OF FOOTING ''a"<;,: Y,�.�'",. ,""`"�"`• Date : 11/15/2024 BOTTOM OF FOOTING 0'-6" 0'-101, 0'-6" 0'-6" 0'-8" 0'-6" o M EL. = SEE PLAN 1'-10" 5 TYPICAL ISOLATED FOOTING DETAIL 1'-$" Scale: AS NOTED SCALE: N.T.S. SLAB OVER WALL FOUNDATION DETAIL 6 TYPICAL FOUNDATION DETAIL SONOTUBE FOOTING DETAIL S-200 SCALE: 3/4"= 1'-0" 8 9 Ss200 S-200 SCALE: N.T.S. S-200 SCALE: 3/4"= 1'-0" Sheet# u I CONNECT ROOF BEAM TO TOP O POST W/ _ ROOF BEAM Z Nora Mueger, PE SIMPSON MTS16 TWIST STRAPS, , SEE PLAN Q (631)655-84 FOR SIZE AND LOCATION w norazuhoski@gmail.com ALTERNATE SIDES OF POST mail.com FASTENER SCHEDULE FOR STRUCTURAL MEMBERS WOOD POST, SEE PLAN J DESCRIPTION OF BUILDING ELEMENTS QUANTITY&TYPE SPACING OF FASTENERS CONNECT ROOF POST TO FOR SIZE CONNECT TOPS OF ROOF FRAMING POST/STUD BLOCKING 00, AND LOCATION RAFTERS ON v i" A BELOW W/CS16 OPPOSITE SIDE OF ? 0 1/2"0 A307 THRU-BOLT RAFTER TO TOP PLATE,TOE NAILED 3 8d PER RAFTER COIL RAP RIDGE W/SIMPSON 0'-6" —I 1'-4" W/WASHERS CEILING JOISTS TO PLATE,TOE NAILED (3)8d PER JOIST LSTA30 STRAP MULTIPLE MEMBERS, CEILING JOIST TO PARALLEL RAFTERS,FACE NAILED (5)16d EACH LAP O O SEE PLAN FOR SIZE& CEILING JOIST,LAPS OVER PARTITIONS,FACE NAILED (5)16d EACH LAP QUANTITY ROOF RAFTER AND ROOF COLLAR TIE TO RAFTER, FACE NAILED Z (3)8d PER TIE SHEATHING. SEE PLAN FOR BLOCKING TO RAFTER,TOE NAILED (2)8d EACH END SIZE AND THICKNESS, RIM BOARD TO RAFTER,END NAILED (2)16d EACH END RIDGE BEAM, SEE RESPECTIVELY,AND ARCH. Professional Seal PLAN FOR SIZE ! DWGS. FOR PITCH ROOF RAFTERS TO RIDGE A 1/2"0 A307 THRU-BOLT W/ (V WASHERS @ 16"O.C.W/ TOE NAIL 4 16d PER RAFTER BLOCKING TO MATCH o (2)@ EACH END FACE NAIL (3)16d PER RAFTER 00 WOOD POST ABOVE WALL FRAMING P�F-01F NEW 1, CONNECT CRIPPLE TO TOP PLATE TO TOP PLATE,FACE NAILED 2 16d PER FOOT �� �oRa MutG' HEADER WITH SIMPSON TOP PLATES LAPS AT CORNERS AND INTERSECTIONS 4 16d EACH SIDE MTS30 TWIST STRAP 2x BLOCKING FACE NAILED 24"O.C. z 1 4 MULTI-MEMBER CONNECTION DETAIL STUD TO STUD FACE NAILED 16d 16"O.C. _ BETWEEN RAFTERS TOP OR SOLE PLATE TO STUD,END NAILED 2 16d/ 3 16d PER 2x4/PER 2x6 n W BOTTOM PLATE TO FLOOR JOIST/BAND JOIST FACE NAILED 2 16d PER FOOT CONNECT HEADER/BEAM 2/j S-300 STUD TO SOLE PLATE TOE NAILED 2 8d OR 2 16d PER FOOT `rF` 104784 'L SCALE: N.T.S. � TO POST/JACK AND KING J CONNECT RAFTERS TO TOP DOUBLE TOP PLATES END NAILED (2)16d 12"O.C. NP� STUD W/SIMPSON OF WALL W/SIMPSON TS12 A��FESSI� STRONG TWIST STRAPS DOUBLE TOP PLATES,MINIMUM 48-INCHES OFFSET OF END (g)16d JOINTS, FACE NAIL IN LAPPED AREA TIE HH HEADER HANGER SIMPSON STRONG TIE HHUS BUILT-UP HEADER TWO PIECES WITH 1/2"SPACER 16d ALONG EACH EDGE FACEMOUNT HANGER FOR SIMPSON STRONGTIE IUS CONTINUOUS HEADER TO STUD,TOE NAILED 4 8d LVL GIRDER APPLICATION FACEMOUNT HANGER FOR TJI APPLICATION CONTINUOUS HEADER TO STUD,TWO PIECES 16d 16" O.C.ALONG EACH EDGE FLOOR FRAMING WALL JOIST TO SILL OR GIRDER TOE NAILED (4)8d PER JOIST SHEATHING BRIDGING TO JOIST,TOE NAILED 2 Sd EACH END BLOCKING TO JOIST,TOE NAILED 2 8d EACH END LVL GIRDER SEE PLAN TJI JOIST SEE PLAN BLOCKING TO SILL OR TOP PLATE TOE NAILED 16d EACH BLOCK LEDGER STRIP TO BEAM FACE-NAILED EACH JOIST SEE PLANS FOR HEADER JOIST ON LEDGER TO BEAM(TOE NAILED) 3 8d PER JOIST SIZE AND LOCATION BAND JOIST TO JOIST END NAILED (3)16d PER JOIST SEE PLAN FOR BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) (2)16d PER FOOT GIRDER SIZE SOLE PLATE TO JOIST OR BLOCKING FACE NAIL 2 16d 12"O.C. STRUCTURAL PANELS 8d 6"O.C. 1 TYPICAL WOOD BEAM/POST STRAPPING DETAIL 2 TYPICAL ROOF STRAPPING DETAIL 3 TYPICAL GIRDER TO GIRDER/JOIST DETAIL 5 FASTENER SCHEDULE FOR STRUCTURAL MEMBERS S-300 SCALE: 3/4"= V-0" S-300 SCALE: 3/4"= 1'-0" S-300 SCALE: 3/4"= 1'-0" S-300 SCALE: N.T.S. WALL SHEATHING PANEL, SEE WALL SHEATHING PANEL, SEE SIMPSON HOLD SHEAR WALL END POST, SIMPSON HOLD DOWNS SCHEDULE SCHEDULE DOWNS AT ALL SEE SCHEDULE (� SHEAR WALL AT ALL SHEAR WALL END J SHEATHING PANEL EDGE END POSTS, SEE POSTS, SEE SCHEDULE SHEATHING PANEL EDGE NAILING PER NAILING PATTERN NAILING PER NAILING PATTERN SCHEDULE ANCHOR HOLD DOWN "A". SEE SCHEDULE "A". SEE SCHEDULE SHEAR WALL END POST, ° TO THE TOP FLANGE SEE SCHEDULE OF STEEL BEAM W/THREADED ROD ° W Q CONT. TIMBERSTRAND TO SIMPSON A34 FRAMING ANGLE SIMPSON A34 FRAMING ANGLE ��11�� MATCH FLOOR JOUST DEPTH CONT. TIMBERSTRAND TO I V MATCH FLOOR JOIST DEPTH THREADED ROD II z SEE PLAN FOR JOIST SIZE AND CONNECTING II SEE PLAN FOR JOIST SIZE AND HOLD DOWNS I NAIL BOTTOM AND SHEATHING SPACING II NAIL BOTTOM AND SHEATHING SPACING THROUGH FLOOR TO BLOCKING PEIR NAILING II Q TO BLOCKING PER NAILING SEE SCHEDULE W PATTERN "B" SEE SCHEDULESHEATHING PANEL EDGE PATTERN "B"SEE SCHEDULE SHEATHING PANEL EDGE H NAILING PER NAILING PATTERN NAILING PER NAILING PATTERN "A" SEE SCHEDULE "A" SEE SCHEDULE ° STEEL BEAM, SEE PLAN SECTION A SECTION B SIMPSON HOLD DOWNS AT ALL SHEAR WALL END POST, SHEAR WALL END POSTS, SEE SHEAR WALL END POST, SCHEDULE SEE SCHEDULE SEE SCHEDULE SIMPSON HOLD DOWNS AT SIMPSON HOLD DOWNS AT AT FLOOR LEVELS AT STEEL BEAMS ALL SHEAR WALL END 2x BOT. AND FLOOR SHEATHING. ALL SHEAR WALL END 2x BOT. AND FLOOR SHEATHING. POSTS, SEE SCHEDULE NAIL AND SHEATHING TO LVL POSTS, SEE SCHEDULE NAIL AND SHEATHING LVL o A BLOCKING PER NAILING ° BLOCKING PER NAILING H PATTERN "B"ON SCHEDULE B PATTERN"B" ON SCHEDULE � N (2)-2x TOP (2)-2x TOP SOLID LVL SOLID LVL LO LVL BLOCKING BLOCKING LVL BLOCKING BLOCKING BETWEEN I-JOISTS BETWEEN I-JOISTS O i THREADED ROD CONNECTING HOLD I THREADED ROD CONNECTING HOLD U DOWNS THROUGH FLOOR, SEE DOWNS THROUGH FLOOR, SEE a C1 ca on aL z Z SCHEDULE SCHEDULE SIMPSON HOLD DOWNS SHEAR WALL END POST, SIMPSON A34 FRAMING SHEAR WALL END POST, AT ALL SHEARWALL END S A34 FRAMING ANCHOR, PROVIDE (2)- SEE SCHEDULE POSTS, SEE SCHEDULE SEE SCHEDULE ANNCHORCHOR,, PROVIDE (2)- ANCHORS PER LVL BLOCKING Ile SIMPSON HOLD DOWNS AT ALL SHEAR c /� ANCHORS PER LVL BLOCKING SIMPSON HOLD DOWNS AT ALL SHEAR ° B ANCHOR HOLD DOWN WITH W WALL END POSTS, SEE SCHEDULE A WALL END POSTS, SEE SCHEDULE LVL BEAM, SEE PLAN THREADED ROD THROUGH SIMPSON HOLD 110-00 (3)- PLY MIN. ° MIDDLE PLY OF LVL BEAM DOWNS AT (D 2x BLOCKING, TYP. AT ALL SHEATHING PANEL EDGE 2x BLOCKING, TYP. AT ALL SHEATHING PANEL EDGE ° ALL SHEARWALL �.J PANEL EDGES NAILING, PER PATTERN PANEL EDGES NAILING, PER PATTERN END POSTS, SEE U Q "A"ON SCHEDULE "A" ON SCHEDULE SCHEDULE O SHEAR WALL END POST, WALL SHEATHING SHEAR WALL END POST, WALL SHEATHING SB ANCHOR BOLT BY SEE SCHEDULE PANEL, SEE SCHEDULE SEE SCHEDULE PANEL, SEE SCHEDULE SIMPSON STRONG TIE OR a' SIMPSON HOLD DOWNS P.T. SILL, SEE NOTE 4 APPROVED EQUAL SIMPSON HOLD DOWNS P.T. SILL, SEE NOTE 4 AT ALL SHEAR WALL END ON SCHEDULE AT HOLD DOWNS AT AT ALL SHEAR WALL END c ON SCHEDULE ° FOUNDATION POSTS, SEE SCHEDULE 1/4"x 5"x 5"STEEL Revisions POSTS, SEE SCHEDULE LEVEL, SEE SCHEDULE TOP OF FDN. WALL OR TOP OF FDN. WALL OR PLATE RECESSED AND DETAIL 2/S-301 No. Date Description HAUNCH SLAB HAUNCH SLAB INTO LVL BEAM 1 11/15/24 FOR PERMIT DRILLED IN AND ADHESIVE DRILLED IN AND ADHESIVE 2 __/__/__ ---- ANCHORED ROD AT HOLD DOWNS ANCHORAGE OF P.T. ANCHORED ROD AT HOLD DOWNS ANCHORAGE OF P.T. AT LVL BEAMS AT FOUNDATION LEVEL 3 --/--/-- AT FND. LEVEL, SEE SCHEDULE SILL TO TOP OF FND. ---- AT FND. LEVEL, SEE:SCHEDULE SILL TO TOP OF FND. FOUNDATION WALL WALL OR HAUNCH 4 --/-- FOUNDATION WALL WALL OR HAUNCH OR HAUNCH SLAB OR HAUNCH SLAB SLAB, SEE SCHEDULE SLAB, SEE SCHEDULE 5 --/--/-- ---- 6 TYPICAL SHEAR WALL DETAIL PERPENDICULAR TO JOISTS , TYPICAL SHEAR WALL DETAIL PARALLEL TO JOISTS 8 TYPICAL HOLDOWN CONNECTION DETAILS Designed By : NM S-300 SCALE: 3/4"= 1'-0" S-300 SCALE: 3/4"= 1'-0" S-300 SCALE: 3/4"= 1'-0" Drawn By : NM Checked By : NM NOTES: SHEATHING PANEL NAILING PATTERN "A" NAILING PATTERN "B" SIMPSON HOEDOWN 1. HOLDOWNS INDICATED ARE TO BE LOCATED AT BOTH SHEAR WALL END POSTS AND SHALL ANCHOR Date : 11/15/2024 ANCHORAGE OF P.T. SILL THE BOTTOM OF THE SHEAR WALL END POST IN ONE OF THE FOLLOWING WAYS: MARK LOCATION TO TOP OF FOUNDATION WALL/ SHEATHING PANEL 2x BOT. AND FLOOR ANCHOR T'O END POST SCREWS CAST IN PLACE A. AT SECOND FLOOR SHEAR WALLS, PROVIDE A MATCHING HOLDOWN AT THE TOP OF THE Scale: AS NOTED THICKNESS BOTH SIDES OF WALL HAUNCH SLAB EDGES TO VERT. SHEATHING TO LVL MODEL FOUNDATION/ ANCHOR /SOLID WOOD SHEAR WALL BELOW AND CONNECT THROUGH THE SECOND FLOOR WITH A THREADED ROD STUDS TO HORIZ. EMBEDMENT OF THE INDICATED DIAMETER. 2X BLOCKING BLOCKING/LVL WALL BELOW EMBEDMENT (MIN.) POST SIZE (MIN.) B. AT FIRST FLOOR SHEAR WALLS, ANCHOR TO THE FOUNDATION WALL OR HAUNCH SLAB WITH A THREADED ROD OF INDICATED DIAMETER. RODS SHALL BE DRILLED IN AND EPDXY ANCHORED SWA REFER TO 1/2" N 2"0x12" LONG ANCHOR 10d AT 6" O.C. 16d AT 6"O.C. HDU4-SDS2.5 SB 5/8x24i 18" (14) SDS 4 x 2Z USING SIMPSON SET EPDXY ANCHORING SYSTEM WITH THE INDICATED EMBEDMENT DEPTH. FRAMING PLAN BOLTS AT 4'-0"o.c. (2)-2x SW-2 REFER TO 1/2" N 2"QJx12" LONG ANCHOR 10d AT 4"O.C. 16d AT 4"O.C. HDU5-SDS2.5 SB 5/8x24i 18" (14) SIDS 4 x 22 S � 300 SHEAR WALL SCHEDULE AND NOTES FRAMING PLAN BOLTS AT 4-0 o.c. (2)-2x 9 REFER TO !"0x12" LONG ANCHOR (14) IDS-1 x 22 SW-3 FRAMING PLAN 1/2 N 2 BOLTS AT 4'-0"o.c. 10d AT 4"O.C. 16d AT 4" O.C. HDU8-SDS2.5 SB 7/8x24i 18" T (3)-2x S-300 SCALE: N.T.S. Sheet# II I Nora Mueger, PE (631)655-8489 norazuhoski@gmail.com SB ANCHOR BOLT BY SIMPSON STRONG-TIE SIMPSON STRONG-TIE SIMPSON STRONG-TIE SIMPSON STRONG TIE OR HURRICANE STRAP HURRICANE STRAP RIDGE STRAP I APPROVED EQUAL MODEL#CS16(TYP.) MODEL#H8 (TYP.) MODEL#LSTA30 U-14" MIN. EDGE DISTANCE --{ (16"O.C. MAX SPACING) (16"O.C. MAX SPACING) #5 BAR CONT. Q WALL SHEATHING FLOOR SHEATHING WALL SHEATHING FLOOR SHEATHING in � ° FOUNDATION WALL FOUNDATION WALL NAIL WALL PLATE TO RIM NAIL WALL PLATE TO RIM ° Cl) OR STEM WALL OR STEM WALL BOARD AND JOIST W/ 16d AT BOARD AND JOIST W/16d AT Professional Seal MIN EMBEDMENT, SEE SHEAR a 8"O.C. MAX SPACING FLOOR JOISTS, SEE 8"O.C. MAX SPACING FLOOR JOISTS, SEE WALL SCHEDULE ON S-300 3 FRAMING PLANS FRAMING PLANS U-1—" MIN. EDGE DISTANCE _N 0'-8" MIN FOR SB7/8x24 0� a °a OPENINGS IN SUPPORTING CONT. RIM BOARD OVER � �FMufwy 0'-6" MIN FOR S65/8x24 o� < WALL BELOW. NAIL OR OPENINGS IN SUPPORTING `� �� ATTACH FLOOR TO FLOOR ATTACH EACH RAFTER TO PLATE ATTACH EACH RAFTER TO RIDGE 0'-44' MIN. (SB5/8 AND 7/8) `� SCREW VERT. 2X BLOCKING WALL BELOW. NAIL OR ,k ,t 5" MIN. (S61) TO RIM AT LOCATIONS OF SCREW VERT. 2X BLOCKING Of SECTION PLAN-CORNER POSTS FROM ABOVE TO RIM AT LOCATIONS OF POSTS FROM ABOVE y V Re 104784 SIMPSON STRONG-TIE SIMPSON STRONG-TIE CORNER NON-CORNER CORNER A'��FESSI�NP� HURRICANE STRAP HURRICANE STRAP INSTALLATION INSTALLATION IMSTALLATION TOENAIL RIM BOARD TO TOENAIL RIM BOARD TO MODEL# HETA40 (TYP.) (INSTALL WITH ARROW (BOLT MAYBE INSTALLED (INSTALL WITH ARROW WALL PLATES W/ 16d WALL PLATES W/16d PROVIDE SOLID, TIGHT FITTING LVL MODEL#SSP (TYP.) MODEL#DSP FOR DOUBLE STUD MO O.C. MAX SPACING) ON TOP OF BOLT AT 45• TO 135•AS SHOWN) ON TOP OF BOLT TOENAIL AT 8"OC TOENAIL AT 8"OC BLOCKING BELOW STUDS ORIENTED AS SHOWN) ORIEIWTED AS SHOWN) NAIL JOISTS TO WALL (16"O.C. MAX SPACING) CENTER JOISTS ON INSIDE 45• 135%90°/45° 135• PLATES W/(4)-10d. LAPTOP LAP TOP PLATES AT FACE STUD WALL PLATES AT CORNER AND CORNERS AND FILL CAVITY WITH �,:• a ANCHOR BOLT, INTERSECTIONS. SPLICE INTERSECTIONS. SPLICE TYP. H. TOP PLATES 24" (MIN.)AT TOP PLATES 24" (MIN.)AT INSULATION. SEE • •. •' _ ° ARCHITECTURAL DRAWINGS • • r +: ° a END JOINTS. END JOINTS. . — FOR MORE INFORMATION •• • • OUTER EDGE OF •••• CONCRETE, TYP. ATTACH FLOOR TO FOUNDATION PLAN-ANCHOR BOLT PLACEMENT JOIST PARALLEL TO VIEW JOIST PERPENDICULAR TO VIEW 'TYPICAL EXTERIOR WALL STRAPPING DETAILS 2 SB ANCHOR BOLT AT FOUNDATION WALL 3 EXTERIOR WALL DETAIL S-301 SCALE: 3/4"= V-0" CL COL.\PIER\FTG. U) J rM X/2 /2 c� O W m �+ 0 G N 4 BARS 6 BARS V FLOOR SHEATHING NAILED AT 6"o.c. MAX. -< z /_ TO JOIST/BLOCKING WITH TENSION TIE 1"0 HDG THREADED ROD\WITH ® G NUTS AND WASHERS FLASHING FOR WATER TIGHTNESS, NOT SHOWN A ® * !R W L.1.. Al b X F_ iv J -- 8 BARS 10 BARS } N I � SIMPSON DTT2Z OR APPROVED COL.\PIER\FTG. FLOOR JOIST EQUAL LOCATED WITHIN 24"OF (SOLID 2X JOIST OR 2X BLOCKING) EACH END OF THE LEDGER DECK JOIST, SEE PLAN 2"CLR. TOP OF PIER SIMPSON FACE MOUNT JOIST HANGER OR APPROVED EQUAL (2)-#4 TIES SET AT 2" 2X P.T. LEDGER FASTENED W/LEDGERLOK O.C. AT TOP FASTENERS STAGGERED IN A"W' DOWELS TO MATCH VERT. REINF., SEE PIER ~ L0 PATTERN @ 6"o.c. 2-3/4" SPACING VERT. REINF. SCHEDULE M r TYPICAL DECK ATTACHMENT DETAIL O 4 CONCRETE PIER, SEE S-301 Z SCALE: 3/4" - V-0" g PLAN AND SCHEDULE: z Z > FOR DIMENSIONS 00 m 0 O -1 D m FOOTING, SEE FOOTING I— U ;a U) SCHEDULE AND DETAIL w z o�rn �— TIES SIZE AS PER"TYPICAL V COLUMN, PIER, AND BUTTRESS H TIE DETAILS." PROVIDE (3)-TIES o W C SET AT 2"O.C. AT BOT. OF PIER. -LI LO REMAINDER OF TIES SPACED 0 AS PER"TYPICAL COLUMN, • • • • • • • PIER,AND BUTTRESS TIE DETAILS w SECTION Revisions No. Date Description PIER SCHEDULE 1 11/15/24 FOR PERMIT 2 --/--/-- ---- MARK VERTICAL E-W DIR N-S DIR REINF. 3 __/--/-- 5 PIER SECTION DETAILS AND SCHEDUIL Designed By : NM S-301 SCALE: 3/4"= 1'-0" Drawn By : NM Checked By : NM Date : 11/15/2024 Scale: AS NOTED Ss301 Sheet# _j fDETAILS Plate nail-16d(0.135"x 3Y") Load bearing or,braced/shear wall 1Y"round holes may be cut above(must stack over wall below) anywhere in web outside of ail, 16d(0.135"x 3Yz") Plate nail, 16d(0.135 x 3 Y") at 12"on-center Load bearing or braced/shear wall above } Y When sheathing thickness exceeds%", Blocking panel: %"TJ®Rim Board, must stack over wall below when resent u ALLOWABLE HOLES - TJ 110 0 S`S hatched zone if they are in-center at 16"on-center 9 2x stud wall at Floor panel nail- ( present) located 3"away Blocking panel: trim sheathing tongue at rim board 16 on-center 8d 0.131"x 2Y" at 6"on-center 14"or 1Yz"TimberStrand®LSL or No load bearing y horizontally Nora Mueger, PE ® Web stiffener ( ) (edge-to-edge) 1y"TJ Rim Board, 1y"Or TJI® (edge-to-edge)wall above Min.distance from Table A Min.distance from Table B (631) 655-8489 % ® required on both Plate nail-16d(0.135"x 3Y") Blocking panel: from a larger hole. JI" joist Stranc' LSL or Web stiffeners required on TJI®'oist sides at A2W ONLY at 16"on-center q 2x4 minimum Web stiffeners 1Ya"TJ Rim Board, DO NOT norazuhoski@gmail.com j Floor panel nail- Sheathing both sides at A3.4W ONLY squash blocks required each side 1Ya"or%"TimberStrand®LSL cut or notch flange. 8d(0.131"x 2Y")at 6"on-center" boundary nails, at B3W ONLY or TJI®joist 8d(0.131"x 2Y") 1Ya"or 1 Y" l- Rim-to-joist Web Stiffeners required at 4"on-center I TimberStrand® I Y16" Web stiffeners 6" .0 •• 6" nail I each side at A3._W I LSL rim board. B1 B1 W required on both �w i� Toe nail, ® Toe nail-10d(0.131" O O t sides of both joist 6" L, 2 x D, D, Closely grouped round L2 2 x L2 D2 6" 76�,1Ya"TJ Rim Board, When sheathing ends at B4W ONLY No field cut minimum hoes are permitted if minimum No field cuto not cut 3") 10d(0.131 x 3") I ; � „ 12,, x 3")at 6"on-center(A3.1/A3.1 W only) thickness exceeds/ , Web stiffeners;re uired DONOT notes in (applies to all holes the group perimeter holes in oles larger r at 6"on-center 1Y4'or 1 Y"TimberStrand®LSL. trim sheathing tongue min. q End ofjoists at cut holes in cantilever hatched except knockouts meets requirements for hatched than 1%••in TJI®rirn joist at rim board on both sides Y B1 W centerline zones p ) q Web stiffener reinforcement. required on both Toe nail-10d(0.131"x 3") and B2W ONLY of support round or square holes. cones cantilever q Mlust have 13/4"minimum at 6"on-center* Install proper blocking to Blocking panels may be required Table A - End Support sides at Al W ONLY 9 P Y q 1 W* 86* jodst bearing at ends.Attach A3 A3.1 A3.2 A3.3 * support all panel edges B2 B2 Blocking panells may be required with braced/shear B3 B3W with braced/shear walls above or g4 64W Minimum distance from edge of hole to inside face of nearest end support rhm joist per A3 detail. walls above or,below-see detail B1 O O below-see detail B1 O O JOIST TJI* ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE additional installation specifications see Rim Board Details and Installation in A3.1 eA3.2 eA3.3 *For additional installation specifications see Rim Board A3.4 A3.4 �r g - DEPTH z" 3" 4" 5" 6Y• r' s/" 11" 13" 2" 3" 4" 5" 6Y2" r° s%" 11" 13" Professional Seal A3WWDetails and Installation in We erhaeuser Installation Guide O O 1 „ Nall throu h 2x cantilever,wood backer and110 1 0 1 s 2 0 3 0 5 0 1 0 1-6 2'-6" T-6" 4'-6" rhaeuser Installation Guide foj Floor and Roof Framin(g, TJ 9001. O Y 1/a TJ®Rim Board or 1Y or 1Yz TimberStrand® TJI® orst web with 2 rows 10d 0.148"x 3" for Floor and Roof Framing,TJ-9001. Blocking 1 ( ) ey„ 210 1'-0" r-6" 2'-6" T-0" 6-6" r-0" 7-0" 2'-6" 4'4' s-01, LSL. Nail with 10d(0.131"x 3")nails, one each at panel nails at 6"on-center,clinched. 230 1'-6" 2'-0" 2'-6" T-6" 5'.6^ r-o" 2'-0" T-0" 4'-6" 6-0" top and bottom flange. Nail to blocking panel with Use 16d(0.135"x 3Y")nails with 3Yz"TJI® 360 1'�" z'-o" 3'-0" a'-o" s'-o" V-6" 2'-6" T-6" 6-0" 5'-6" �F-OF NEW y ® connections equivalent to floor panel schedule. joist flange widths. 560 r-s" 2'-6" 3'-6" 6-0" T-0" 2'-0" 3'-0" 4'-0" ff' s'-o" �P �a MU£ Off, 6'-0"length of TJI joist 8"diameter maximum hole for 11/"- ® ® 110 r-0" r-a' r-s" 2'-0" 2'-6" T-0" 6-6" r-0^ r-6" T-0^ 2'-s" 4'-s" '-D" 6'-0" �O Card ,, reinforcement and filler 16"deepblocking 1Ys"TJ Rim Board 1Y4"or 1y"TimberStrand g panels;6"diameter 210 r-o° r-s° 2'-0° 2'-0° 3'-0° 3'-6" s'-o" r-o^ r-s" r-s" 3'-0° 5'-0° 5'-6° s'-s° 4'-0"length of t ,"_ LSL. Nail with 10d(0.131"x 3")nails, Attach reinforcement to 11 g" 230 r-o" r-6" 2'-0" r-6" T-0" 3'-6" s'-6" r-0" 2'-0" 2'-s" T-6" 5'-s" 6-6" T-o" g 8"diameter maximum hole for 11/ block. Use 4'-0"length maximum for blocking panels 9Yz" joist Y4"reinforcement z " ® one each at top and bottom flange. 360 ram" r-0^ 3'-0" 3'-6" 4'-6" 6-0" �'-0" r-6" r-s" T-6" 4'•6" s'-6" 6'-6" T-6" r 16"deep blocking panels;6"diameter with 9Yz"and 11/ TJI eep or shorter than 12"long. with one 8d(0.131"x 2Y") 8"diameter maximum hole for on one side at E2, joists. Do not cut flanges. Attach reinforcement to joist nail at each corner 5so r s" r-s° 3'0° 4'-0° s s" s'-o° s'-o' 2'-6" 3'6° a's° 5's" �'-o" �'-6° 8'-0° c� Web stiffeners 11%"-16"deep blocking panels; maximum for blocking panels 9Yz" 1 g j F1 applies to 110 r-0" r-0" 1'-0" r-o" ram" r-a' T-0" 6-s^ 1'-0" 1•-0" r-6" r-o" T-s" 4'-0" 6'-0" 8'-0" both sides at E3 deep or shorter than 12"Ion with one 8d(0.'131"x 2Y") 2 Load from above required oln both 6"diameter maximum for p g• ® Horizontal blocking uniformly 210 r-o" r-o° r-o° ram" 2'-0° r-s" 3'-s° s'-o" r-a' r-o" r-o° 2'-6° 4'-0° a'-6° s'-s'• e'-s° '!' 104784 Do not cut flanges. 1Ye"TJ Rim Board 1Y"or%" nail at each corner F� sides at E'1 W ONLY blocking panels 9Yz"deep or ® panels between each loaded joists 1a" 23o r-o° r-o° r-o^ r-s" 2'-s° r-s° a'-o° �'-o" r-a' r-o° r-o" 3'-0° a'-o" 5'-a° r-o° 9'-0° TimberStrand LSL. Nail with P ` r „ shorter than 12"long. joist. Nail to top plate with only. 3so r-o" r-0" r-s" 2'-s" T-6" 4'-0" 6-6^ a'-o" r-o° . s° 2 s° a'-- 6'-0° 6'-6" 8'-0° 9'-6" OFE$$ION X6 Do not cut flanges. ® 10d(0.131"x 3")nails,one 12"lenglth of 34" connections equivalent to Wood D; Ott` 5so r-0" r-0" 2'-0" T-0" 4'-6" 5'-0" s'-s^ V-0" r-s" 3'-0" 4'.0" 5'-0" T-o" T-6" 9'-0" 10'.0" g 1Y"TJ Rim Board or 1Y"or 1Y" each at to and bottom flange. Ott` t 1 110 r-0" r-o" r-o" r-o" r-o" r-0" 2'-0" 3'-0" 6-0" 1'-0" r-o" 1'-0" r-6" T-0" 3'-0" 6-s" Tf' 10'-0" ' TimberStrand®LSL. Nail with 10d p g reinforcement on floor panel schedule. backer �a'f �eAe o�N (0.131"x 3")nails,one each at Attach reinforcement to es at E6 12"length of/4' 2<��`�e� Q_ \oaae 161• 230 1=o° 1=o° r-o° r 6 1 6" 3-0" 4'-0" T-o" 1'-0" r-o° r-o" 24' T-6" 4'-o" 7=0" 9'-0° 1 r-o" one side at E5, 3 " top and bottom flange. joist web with 3 rows Full depth vertical both side reinforcement on one side �`�a�E��e <r �\r�e 360 1'-0" 1'T' 1'-0" 1'-0" 2'-6" 2'-6" 4'-6" 6'-6" 9'-0" 1'-0" 1'-0" 1'-6" 3'-0° 5'-0" F-W V-0" 10'-0" 1 V-6" " blocking between at ET both sides at E8 F1 ° �e�°' l� 660 r-o" r-0" r-o" r-0" r-s" T-0" 5'-0^ T-6" 10'-0" r-o" 2'-0" T-0" 4'-6" 6'-6^ T-a" 10'-0" 1r-0" 12'-0" • 10d(0.148"x 3")nails at 6" 9 'x4 min mum Attach reinforcement on-center,clinched. Use 2 each joist 4^ 6•• r• e" 10" 12" 14/4• 16/" 4" s" 7" s" 10" 12" 14'/4" 1sY4" quash blocks to joist flange with V. t<` rows with 9Y"and 11%' E7 E8 Less than 5" 360 1'-0" r-o" r-o" 2'-0" 4'-0" 5'-6" 9'-6" 1-0" 3'-0" 4'-6" 6'-0" ® p" 8d(0.131"x 2Y")nails at 6" ��d` ®• Less than 5"' 1e" a TJI joists. 560 r-o° r-o° r-o° z'-o° a'-s° r-o° 10'-6° r-o° 5'-0° s'-s° 1Y"TJ Rim Board or 2' �t�` tr ® �� on-center.When reinforcing E5 E6 L Gap- WEB STIFFENER ATTACHMENT 360 r-o° r-o° r-o° r-o° 2'-0° a'-o° r-o° 10'-0° Ise 2x4 minimum squash blocks to 14"or 1Y' TimberStrand LSL. Face grain a / „ 20 ransfer load around TJIejoist horizontal both sides,stagger nails. Ya minimum 5so r-o° r-o° r-o° r-o° 2'-0° 4'6° E1 E11 Nail with each h at t "x and E2 E3 E4 Not for use with 3%2"TJI®joist flange widths 1.. 2Y4"maximum nails,one each at top and � Table B - Intermediate or Cantilever Support bottom flange. OX"for TJI" Nailing: Minimum distance from edge of hole to inside face of nearest intermediate or cantilever su ort EXTERIOR DECK ATTACHMENT Option#1: 560,560D) See table below. Apply subf/oo!r TJI®joist blocking with end JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Structural exterior sheathingWeb stiffener both sides. DEPTH blocks installed at z" 3" a" s' BY" 7" s%" 1r 13'• 2" 3" a" s" sY" 7" a e" 11' 13" ® Flush bearing plate required. adhesive to alll See table below. *With point load from above,and no support Hanger height must Double TJI Joist Filler Block: Flashing locations using 110 r-o° r-s" 3's" a'�" r s° r s" T-6" 3'6" 6-6" s'-s° be a minimum of 60% Hanger Backer Block: Install tight Maximum Y' overhang Contact surfaces below,install web stiffener tight to top flange Attach per the table. two 8d(0.113"x 2Y") � Ti ht fit* ,. 210 r-o° r-s" 3'-s° 5'-0^ a'-a' r-o" 3'-0^ a'-o° s'-s° r-s° to top flange(tight to bottom permitted at beam. 9 (gap at bottom flange) yy I of joist depth Nails shall be driven from Treated 2x_ nails or z3o 2'-s" 3'-0° a'-a' 5'-6" 8'-6" 2'-0" T-6" 4'-6" 6'-6" T-6" flange with face mount hangers). r Nailin Re uirements alternatingsides.Clinch nails ledger a " g q 360 3'-0° a'-o° 5'-s° s'-s° s'-o° 3'-0" 4'-6^ 5'-6° r-s° s'-o° p Clinch nails when possible. See fastener g ® 1 ���0` �`a*� 2Y stye cal TJI®Joist Series (in.) Stiffener Size b Type Number Nails 560 T-s" 5'-0" s'-0" T-6" 10'-0" 4'-0" 6-6" 6'-6" a'-o" 9'-0" when possible. B tl table below. Maintain 1Ya"TJ Rim Board or 14' t�Q�o End Intermediate 110 r-o" r-o° r s° 2'6° a'-o° 4'-s" s'-s° r-o^ r s° 2'6° a'-o° r-o° r-o°' s'-s° LU .. `�• or 1Y"TimberStrand LSL. 110 All e"x 25/s'""' 210 r-0" r-0" 7-0" 3'-0" 4'-6" 5'-0" 9'-0° r-0" 2'-0" T-0" 4'-6" 8'-0" 8'-0" 10'-0" - 2"distance(minimum)from Top mount :.'. 210 All 4"X 2�g i" 8d 11%" 230 1'-01, 2'-0" 2'-6" 3'-6" 5'-0" 5'6" 10'-0" 1'-0" 2'6" 3'6" 5'-0" 6'-6" 9'-0"' 10'-6" vJ hanger edge of ledger to fastener. 360 2'-0" 3'-0" 4'-0" 5'-6" T-o" T-6" 1 r'-o" r-o" T-6" 5'-0^ T-o" 9'-6" 9'-6" 11'-0" Option#2: 230&360 All �"x 2%s"'+' (0.113"x 2Y") 3 3 560 1'-6" 3'-0" 4,-s" 5'-6" 8'-0" 8'-6" 12'-0"' 3'-0" 4'-6" s'-o" 8'-0" 10'-6" 11'-0°' 12-4- Face Allowable Loadf)(Ibs/bolt) 2x_strapping installed at Y3 16d 110 r-o" 1'-0" r-o^ r-o" 2'-0•' 2'-6' a'-s" 8'-6" r-a' 1-0" 1'-0" 2'-6" 5'-0" 6'-0^' 9'-0" 12'-0" Z LU Face mount Backer block Y2"Through bolt joist-span locations using two 560 All 2x4"' 210 r-o" 1'-0" 1'-0" r-0" 2'-6^ T-0" 5'-6" 9'-6" 1'4' 1'-0" 2'-0" T-6" s'-0" T-0" 10'-0" IS-0" hanger both sides of web Rim Board Material Y2'lag bolt Yi'Through bolt with Air S ace (0.135"x 3Y ) 14" 23013'-6- with p 2Yz"screws per joist,typical r-o° r-o° r-o° z'-o° 3'�° a'-o" s'-o° 1o'-s° r-o° r-o^ r-s° a'-o° s'-s° r-s•' 1r-o° single TJI®joist 1Ya"TJ"Rim Board(3) 480 695 18" 4 4 360 1'-0" r-0" 2'-0•' T-6" 5'-s" s'-0" 8'-6" 12'-6" r-o" r-0" 4'-0" 6-6" 9'-0" 10'-0" 12'-0" 1a'-0" Web stiffeners required if sides of 1 4"TimberStrand LSL 610 725 615(4) Option#3: 560D 20 2x412' 16d 5 5 560 v-0" v-0" r-6" T-6" F-6" s'-6" 9'-6" 13'-6" 1-0" 3'-0" F-0" T-o" 10'-0" 11'-0" 13'-s" 15-0" :H1 hanger do not laterally support at H2 With top mount hangers,backer block required only H3 1 Y,"TimberStrand*'LSL 675 725 Directly applied ceiling 22"(3) (0.135"x 3/2") 6 11 110 1'-0" 1'-o" r-o" 1'-0° 1'-0" r-0" z'-6" F-0" 8'-6" r-0" 1'4' 1'-0" r-o" T-6" 4-6" 8'-6" 1 r-6" 15'-0" n/ least 4"of TJI®joist top flange for downward loads exceeding 250 Ibs or for uplift (1)Corrosion-resistant fasteners required for wet-service applications. 24""' 6 13 210 r-0" 1-0" 1.0" 1-0" 1'-0" 1-0° T-s" 6'-0" 10'-0" r-o" r-0" r-0" r-s" a'-s" 5'-6.1 10'-0" 12'-6" 16'-0" w O O PB 1 �/�/ LL conditions.For nailing requirements see page 5,TJ- LA 2 Allowable load determined in accordance with AS D7672. p tfied on the layout one of 1s" �E36 r-o" r-o° r-o° r-o" r s° r-o° a'-o" s's° 1r-o" r-o" r-o^ r-o" 2'6" s-0^ s'-0" 10'-6" 13'-6" 16'-6" ( ) When s eci (1)PSI or PS2 sheathing,face grain verticalthe bracin O tions above is re u►red 1'-0" 1'-01, 1'0" 1'-0" 3'-0" 4'-0" 6'6" 10'-0" 13'�" 1'-0" 1'-0" 2'-0" 4'-0" T-6" 8'-6"' 13'-0" 14'G" tT-0" 9001, Weyerhaeuser installation Guide for Floor and (3)1y"TJ"Rim Board is allowed with joist depths<_16"only. g p 4 2 Construction grade or better n/ 1>1 t ( ) 9 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-6" 7'-0" 11'-0" 15'-0" 1'-0" 1'-0" 3'-6" 5'�" 9'-0" 10'-0"' 14'-6" 16'-0" 18'-0" L.L uJ Roof Framing, TJ-9001. (4)Maximum Y2'shimmed air space. 3 Web stiffeners are always required for 22"and 24"TJI®560D Joists 4" 6" 7" 8" 10" 12' 14 4" 16/," 4" 6•• 7" 8" 10" 12" 14/" 1s/' O IDETAILS FASTENING of FLOOR PANELS 360 r-o" r-0" r-s" T-0" s'-o" 9'-0" 14'-6" r-0" 4' 6' 9'-0" 14'-6" 16'-6" 19'-0" O Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 18"' 560 1'-0" 1'-0" 1'-0" 2'-0" 6'-0" 10'-0" 15'-6" 1'-0" 6'-0" 8'-6" 11'-s" 16'-6" 18'-0" 19'-6" TJI11(1)(2) Rim Board 1�a" TJI°Joists 110 210 230 or 360 360 560 560D 20„ 360 V-0" T-o" T-0" r-0" T-0" 6'-0" 11--0" 16-0" r-0" r-6" 4'-0" T-0" 12'-6" 16'-6" W-0" 2a-6" J RING AT WALL BEAFRING FOR DOOR BEAM TO BEAM BEARING AT Nail Size 110,210, 360 and 1Y••TJ® TimberStrand""LSL TimberStrand•LSL ]Microllam® ParallamQ9 560 V-0" V-0" 1'-0" 1'-0" 1'-6" 5'-6" 11'-6" 15'-6" 1'-0" 3'-0" 6'-0" 8'6" 14'-0" 1T-6' 19'-0" 20'-s° M OR WIINDOW HEADER CONNECTION CONCRETE WALL and 230 560 Rim Board 1A.. 1Y2' or wider LVL PSL Depth 9Y"-11%" 14"-16" gY"_11% 14"-16" 9Yi'-11 s" 14"-16" 18"-20" 11%" 14"-16" 18"-20" 22"-24" Rectangular holes based on measumment of longest side. W ® 8d(0.113"x 2Y"),8d(0.131"x 2)z") 4" 3" 6" 4" 3" 3" 4" 4' Filler Block l+1 2x6+3 3 a • Leave Ys"of web(minimum)at top and bottom of hole.DO NOT cut joist flanges. J '^ 1Y"TJ Rim Board or Strap per(code if top plate /a" 2x8+/" 2x6+Yz 2x8+y" 2x12+y" Two Two Two Four/;'x 15" . �J J 2x6 2x8 Tables are based on uniform load tables in current design literature. 14"or 1 Y"TimberStrand is not Corittinuous over 10d(0.148"x 3"),12d(0.148"x 3Y4") 4"(3) 4"(3) 6" 4" 3" 3" 5" 4" (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located Q J LSL or blocking for lateral header 16d(0.162"x 3y") 6" 6" 16"(4) 6"(5) 6"(s) 611(6) 8(4) 2x6+4" 2x10+%" 2x6+y" 2x10+Yz" at the center of the joist span r ( , 6" Cantilever Filler 2x6 2x10 Not j p provided that no other holes occur in the joist. support 1 a (Detail E4) 4'-0"long 6'-0"long sheathing sheathing sheathing sheathing applicable Not applicable ^^ ( )Stagger nails when using 4"on-center spacing and maintain in di foist and panel edge distance.One row of fasteners is permitted(two er abutting 4'-0"long 6'-0"long 4'-0"long 6'-0"long ALLOWABLE HOLES - Headers and Beams ]- Strap per Code if top panel edges)for diaphragms.Fastener spacing for TJI joists in diaphragm applications cannot be less than shown in table.When fastener spacing for � •• blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI'joists. Backer Block() 5 " 3 " ' " ' " 3 " 1 55E TlmberStra LSL Headers and Beams J plate is not Continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least+'/2'and staggered. (Detail F1 / or/ Y4"or/ / or 1"Net 2x6 2x8 2x12 Two/, x 15" nd® L over column 3 With 10d 0.148"x 1'/z' nails,spacing can be reduced to 3"on-center for light gauge steel straps. or H2) sheathing ad Top mount ( ) ( ) p g g g g p 2 x diameter of the hanger ; (4)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1y,"(to minimize splitting). Nail Size Filler (0.131"x 3") (0.131"x 3 s") largest hole(minimum) ~ g 5 Backer 0.131"x 3" Protect untreated ( )Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1y"(to minimize splitting). ( ) Y depth Allowed hole zone Face mount (6)Can be reduced to 3Y"on-center if nail penetration into the narrow edge is no more than%"(to minimize splitting). Filler 32 50 wood from direct ■Recommended nailing is 12"on-center in field and 6"on-center along Nail hanger 9• g panel edge.Fastening requirements on engineered ddrawings supersede 15 Ill contact with recommendations listed above.e Quantity(2) Backer 15 15 - ----- -- ----- concrete ■Maximum nails spacing for TJI joists is 18"on-center. - L2 L3 See current Weyerhaeuser L4 p g f � -- o -- -- o----- O O e (1)If necessary,increase filler and backer block height for face mount hangers and maintain Ye"gap at top of joist:see detail W.Filler and backer block o L ■14 ga.staples may be substituted for 8d(0.113"x 2y")nails if minimum penetration of 1"into the TJI joist or rim board is aichieved. literature for framing connectors dimensions should accomodate required nailing without splitting(12"minimum for backer blocks and 24"minimum for filler blocks). o 0 0 0 0 1.55 E TimberStrand®LSL ■To minimize splitting,maintain edge distance and row spacing of 2Y2 x nail diameter or Ya",whichever is greater. (2)Clinch nails when possible. Header or Beam Maximum Round ■Nailing rows must be offset at leastY2"and staggered. Depth Hole size ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuserinsttallation Guide for Floor g Dept y" e Multiple-Member Connections for Top-Loaded Beams and Roof Framing, TJ-9001. Joists must be laterally supported at 8" 6" 11y"_„�" 3/•' Fastener Installation Requirements cantilever and end bearings by blocking 14"-16" 4%" Pierce #of Fastener TJI®joist floor framing does E1 panels, hangers,or direct attachment to General Notes See Illustration for allowed hole zone Width Plies Type"' Min. Length #Rows O.C. Spacing Location When fasteners are required on both not require bridging or a rim board or rim joist. a Allowed hole zone suitable for headers and beams with N BEARING AT ai sides,stagger fasteners on the second uniform and/or concentrated loads anywhere along the member. 10d nails 3" 3 mid-span blocking Round holes only 12" side so they fall halfway between • No holes in headers or beams in plank orientation. COLUMN 2 LO 12d-16d nails 3 y" 2'2' One side fasteners on the first side. Screws 33/"or 3Y" 2 24" O 10d nails 3" 3'2' Al H2 Other Trus Joist® Headers and Beams 12" Both sides Rim board joint 12d-16d nails 3 y" 2'2' DO NOT bevel cut joist Microllam LVL B 3 E2 between joists DO NOT overhang seat cuts 1.3E TimberStrand® and Parallam®PSL 13 4" 33/"or 3Yz" Both sides beyond inside face of wall. 7 z Screws 2 24�" Load must be applied evenly across � on beams beyond the inside LSL hole zone hole zone 2 x diameter of the Y3 depth L 5" One side entire beam width.Otherwise, use 3' face of support member, largest hole(minimum) Q Verify column capacity 10d nails"' 3" 3'Z' connections for side-loaded beams. DO NOT cut,notch or drill and beam bearing 12„ One side L5 length.See current 4 12d-16d nails"' 3 Y" 2a, (per ply) holes in headers or beams --- - ---, except as indicated in W U • � •••�• d -7. --J o o illustrations and tables. Weyerhaeuser literature. 5"or 6" Both sides 0 0 0 ry Screws 2 24" Multiple pieces can be nailed or bolted together to CS LL 6 Y4" One side L6 form a header or beam of the required size, up to a TJI®rim joist ® f n 5"or 6" Both sides maximum width of 7" .' Microllam LVL and Other Trus Joistc)Beams v Screws 2 24'+ 1Y8"TJ®Rim Board or Parallam®PSL Header or Beam Maximum Round ]- 3Yz' 2 6 3/" One side A2 L3 1Y4'or 1 Y"TimberStrand®LSL. allowed hole zone Depth Hole Size () Yz"bolts 8" 2 24" - O middleY3span 43/" 1° W Q 5Y" 1 YV CD (1) '10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SIDS, SDW, USP WS,or TrussLOl' d 1.3E TimberStrando LSL allowed hole zone d 0 11/n� /� �+ L1 7Ya"'-20" 2" iVl N DETAILS (2)An additional row of nails is required with depths of 14"or greater. B1 See Y4l'-Illus ration for Allowed Hole Zone a H1 (3))When connecting 4-ply members, nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes BEAM ON B2 • Allowed hole zone suitable for headers and beams with uniform loads only. :OLUMN CAP NAILING AT BEARING (FLOOR) L5 • Round holes only TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist O B3 • No holes in cantilevers. Revisions 1Ya"TJ®Rim Board cor (Load bearing wall above) • No holes in headers or beams in plank orientation. NO. Date Description 1Ya"or 1 Y"TimberSltrand®LSL. Joist may be shifted up to 3"if Use B1 or B2 at i One 10d(0.128"x 3") floor panel edge is supported O WARNING 1 11/15/24 FOR PERMIT One 8d(0.113"x 2Y") nail into each flange B4 intermediate bearings , and span rating Is not exceeded. 2 --/--/-- ---- nail each side. Drive Do not cut joist flanges. with load blearing or Joists are unstable until braced laterally \ nails at an angle at 3 --/--/-- ---_ J least%"from end. Plumbing Drop braced/shear wall Bracing Includes: End ofjoists from above • Blocking • Sheathing • Strut Lines • Hangers • Rim Board • ---- 3Y"minimum at centerline 9 Rim Joist 5 --/-'/-- COLUMN BASE intermediate bearing of support l 13/"minimum end]bearing g Also see detail Pp 5Y"may be required /' --- single family applications 4 Y q , � q capacifor ty H1 ` 9 y NM I Shear transfer:Connections equivalent Designed B to floor panel nailing schedule ° O j Rim to TJI®Joist o ' rr Drawn By : NM / DO NOT walk on joists DO NOT walk on joists DO NOT stack building •;; h: :`. " :'. 14' r 1 Rim Board, ® ° o until braced. that are lying flat. materials on unsheathed Checked By : NM '' •°��"�"'�•"' 1y"or 1 Y"TimberStrand®LSL. TJI 560 rim joist:Toe Additional joist is required if '•• ' � ® nail with 10d(0.128"x 3") O INJURY MAY RESULT. joists. Stack only over n TJI 10. rim joist: floor panel edge is unsupported L4 i WARNING NOTES: beams or walls. nails, one each side of ;• �;: •• One 10d(0.131"x 3")nail into ®. ® or if span rating is exceeded. ,. Exterior Deck TJI joist flange TJI 560 0 each flange ` :• : •• LA DO NOT use sawn Lack ® floor joist ° Attachment ac of proper bracing during construction can result in serious TJI 210,230,and 360 rim joist: : lumber for rim accidents. Observe the following uidelines: Date : 11/15/2024 Structural g g One 16d(0.135"x 3Y")nail into INSTALLATION TIPS ° ' o board or blocking, ®. ELEVATED •:. ' •'•' sheathing 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI Joists must be completely installed and properly nailed. AS NOTED COLUMN BASE each flange. ® •Subfloor adhesive will improve floor performance,but O as it may Shrink 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be Scale: 1 4"minimum bearing With depths> 16", use TJI 360 rim joist. ° after installation. accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet ofjoists at the end of the bay. g may not be required. Top View ° Use only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each joist. Locate rim board joint between joists. ° Safe bracing 1x4 Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a worker or -Squash blocks and blocking panels carry stacked Protect untreated wood o Safety g( engineered lumber. 9 9 Y g Y P 9 minimum)at 8'on-center(6' one layer of unnailed sheathing. BEAM ATTACHMENT at BEARING vertical loads(details 61 and B2). Packing out the web from direct contact with See ALLOWABLE on-center for TJI® 110 joists)and 4.Sheathing must be completely attached to each TJlejoist before additional loads can be placed on the system. t• of a TJI joist(with web stiffeners)is not a substitute conprete 1Y"knockouts O H3 HOLES 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. 1Ya"TJ®Rim Board or for squash blocks or blocking panels. extended to a braced end wall. 6.The flanges must remain straight within 1/2"from true alignment. ,.... :•�� +. 9 P «:41: M: �•..,:.. ® at approximately Fasten at each joist with g g g �::,,:•,. 1Y4"or 1 Y"TimberStrand LSL. 12"on-center + • Warning: Drillin •When joists are doubled at non-load bearing parallel two 8d(0.113"x 2/z )nails minimum g: g,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California S �302 Optional partitions,space joists apart the width of the wall for to cause cancer. For more information on Proposition 65,visit .com/inform. plumbing or HVAC. ® � Bearing plate to be non-shrink See framing Ian If applicable)or flush with inside face SUSTAINABLE grout One 10d 10.128"x 3" nail each Drive nails at an g P ( pP ) ( ) angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). of wall or beam FORESTRY side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum INITIATIVE A Weyerhaeuser,Microllam, Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of 1Yz"minimum from end end and intermediate bearing lengths. WeyerhaeuserOCartifiedWeyerhaeuser NR. © 2020 Weyerhaeuser NR Company. All rights reserved. Sheet#9 9 A W�.�IaeUSet an 0000e September 2020 Reorder TJ-4015 This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framin TJ-9001 , and the Deep De nth Trus Joist TJI Joist Installation Guide TJ-9006 which should be referenced for additional information. II ROOF FRAMING DETAILS Heel Connection (Platform) Hip/Valley Intermediate Support Connect rafter to hip with five 16d (0.131"x 3%4") nails. Outlooker Detail FNoraMueger, PE Ridge Connection Connect rafterto valley with 16d (0.131"x 3Ya'") nails per table below. Dormer Framing 655-8489 ® TimberStrand® LSL rafter 1x_or 2x_ceiling joists norazuhoski@gmail.com TimberStrand LSL or Toenail with four 16d 0.131"x aX" nails Four 16d (0.131'x 3Ya") nails ® ( ) Attach blockingto lateral bracing at 48" Microllam LVL ridge board each side, or four 16d 0.131"x 34" nails at each end of strap/cleat ( )� rafter wi th two 16d on-center or as specified, through ridge into rafter (0.131"x 3Ya'") nails p Y Sheathingor other lateral Toenail hi /valle to post with three Header joist see plan TimberStrand® bracing as required Hip member or Toenail header to rafter with four 16d (0.131"x 3Y ) valley beam 16d (0.131"x 3Y4") nails from each side, or use a hanger for reactions LSL rafter nails per side exceeding 500 lbs. See Framing Connectors tables Lateral blocking per code or for lateral in Weyerhaeuser Roof System Guide, TJ-9005 for wind requirements TimberStrand® LSL Sloped bearing surface hanger capacities. ceiling joist Attach post to bearing wall or Beam or ceiling joist beam with three 16d (0.131"x A23 or A3 clips each side. 2x TimberStrand®LSL plate 2 times joist spacing, 3%4'") nails per side sized to support post (Addresses lateral load only, (connection design may be minimum Professional Seal not intended for wind uplift.)* required, contact your Z_ Weyerhaeuser representative) 3" maximum rafter Rafter-to-Valle Connection Additional connections may be required seat cut overhang Structural sheathing y Attach plate to rim with Rafter Roof Snow Load F,OF NEjv to resist wind forces in high wind zones 16d (0.131"x V4") nails On-Center Safae�r 30 LL+ 15 DL 50 LL+ 15 DL 80 LL+ 15 DL �P� Ra Mpf�F at 12"on-center Spacing p Number of 16d (0.131"x 3 Y4") nails required Minimum Ridge Board/ Depth 6' 5 5 5 Rafter Pitch "Angle Clips r 12' S 6 8 Rafter Clipc� cv 4:12 to 9:12 1 p:12 to 11:12 12:12 HanSizeger Nailing Ridge Board Sizes Type Top Plate Rafter/Ceiling Joist 18, 6 9 12 See plan for member V, `� 104784 9 Rafter Connection for Thrust: 24' 8 12 N 2x6 2x8 2xl0 2x10 Simpson •For lap connection nail quantity requirements, see Rafter Span and Heel 6' 5 5 7 ��FESS10NP Strong Tie® A23 10d x 1Yz 10d x 1�' Connection Tables in Weyerhaeuser System Design Guide, TJ-9005. Ceiling outlookers :2x8 2x10 2x12 2x12 g Y Y 9' at hip end 12' 6 8 11 �:x10 14" 14" 14" LISP Structural -If fewer than 8 nails are required, use only one A23 or A3 clip, each side. 24 18' 9 13 20 2x12 14" 16" 16" T Connectors® A3 10d x 1/ 10d x -If 8-15 nails required, use two A23 or A3 clips, each side. 24' 12 Open, see plan R T Contact your Weyerhaeuser representative for additional connection information. Trimmer joist see plan Heel Connectiion (Lap) Valley-to-Hip Connection TimberStrand® LSL rafter Hip/Valley Low End Sloped hanger Hip/Ridge/Valley/ Post Detail Hip member or (sloped/skewed if roof pitches are unequal). W Sheathing or other lateral ® valley beam Hip member 3"Maximum rafter bracing as required TimberStrand LSL or seat cut overhang Microllam® LVL ridge board Notch TimberStrand LSL Hip/valley rn \ hip/valley to sit on post depth (d) [Depth of hip/valley V UJ (minimum of 75%of original et seat cut(y). z < member depth must remain). ;See table below C Toenail hip to ridge with five ridge-to-hip with four G 16d (0.131"x 34") nails. 16d (0.131"x 34") Q N �•�- TimberStrand® LSL Connect rafter to nails R L.C_ w Attach blocking to rafter with ceiling joist valley using 16d 27 LL >- two 16d (0.131"x 3%a") nails (0.131"x 3%4') nails(') LL LLl 16d (0.131"x 3Ya'")nails Attach hip/valley member to plate * Lateral blocking per cod for heel/lap connection e or Post or bearing wall with three 16d (0.131"x 3%a") nails Valley beam. Connect to hip O for lateral wind requirements Toenail ceiling joist to top plate per side member with sloped hanger. O m Toenail rafter to to late wiith with t 16d (0.131" 3Y4'") nails t� P p two x HipNalley Depth Contact your Weyerhaeuser representative for sizing of a hip three '16d (0.131"x 34") nallls Minimum Percentage of Original HipNalley Depth Regluired or valley with a point load. Q J TimberStrand® LSL rafter Member Type TimberStrandQD LSL Microllam®LWL „ Hip Member 1 30% 50% (1)See Framing Connectors in Weyerhaeuser Roof System Guide, _ TFor heel/lap connection nailing see Rafter Span and Heel Connection R R Valley Beam 60% 90°r° R TJ-9005 for hanger capacities. Tables in Weyerhaeuser Roof System Design Guide, TJ-9005. 23 Hip member or valley beam 25 Calculate percentage as y/d x 100 28 t2)See Rafter-to-Valley Connection table in Detail R26 above. Q J >- LU I- �-- 0 ROOF DETAILS General Notes A Werrhamer Unless otherwise noted,all details are valid to a maximum slope of 12:12. Joists>16"have a maximum slope of 3:12. Web stiffeners are required with all 22"and V-cut shear blocking-1y"or%" 2x4 one side. Use 2x6 if TimberStrand LSL rim board 2x4 one side. Use 2x4 both joist spacing is greater than 24"joists and when the sides of the hanger Beveled web stiffeners required on INTERMEDIATE BEARING sides if joist spacing is p 24"on-center. do not latterally support at least/"of the both sides.Cut to match roof slope. Jtc TJI®joist top flange.Also see framing plan. Blocking panels or shear blocking may be Two rows 8d p��o� greater than 24"on-center. �\c�� Web Stiffener required on specified for joist stability at intermediate supports (0.113"x 2Yz")nails Shear blocking - I both sides at R3W ONLY at 8"on-center 11 Y2„ �. N %"TX"Rim Board, Web stiffeners Twist strap and backer block required at /11 17 10d(0.128"x 3") �/ LO 14"or 1X"TimberStrand® required on both R7S with slopes greater than 3:12.See nails at 8" j LSL or TJI® oists. Variable slope seat Birdsmouth cut p g connector sides at R7W ONLY Nailing Requirements at Bearing in on-center 0 r- ® must not Weyerhaeuser Installation Guide for Floor O r Web Stiffener required on TJI joist flange overhang inside and Roof Framing, TJ-9001. Beveled 2x4 block i both sides at R1 W ONLY must bear fully on face of plate. plate. 1� `Y adjacent span maximum 2 Beveled bearing Beveled 2x4 block with 2 0 \ z z s 1 P � beveled web stiffener on �� I Beveled bearing plate plate required when `L �a� Beveled web stiffeners O a q a opposite side of web required when slope 2x4 block for soffit support slope exceeds Y4:12 a+ pp on both sides exceeds Y4:12 R3 R3W R5 R7 R7 R7 R8 R9 B/RDSMOUTH CUT allowed at low end of joist only O O O B/RDSMOUTH CUT allowed at low end of joist only W R7S is allowed only with joist depths < 16' O B/RDSMOUTH CUT allowed at low end of joist only O LIJ `y3 adjacent span maximum R1 R1W W L0 Filler block:Attach per the table below✓. 0 0 Clinch nails when possible. Backer block:Install tight to bottom r- flange(tight to top flange with top mount hangers).Attach per table below. a LSTA18 strap nails at H6S Revisions with slopes greater than 3:12 No. Date Description 1 11/15/24 FOR PERMIT Strap nails: Leave 2%"minimum end SHEAR BLOCKING and VENTILATION HOLES(Roof Only) distance y y X 3 --1--1-- ---- 2x4 one side. Use 2x4 both LSTA24(Simpson Strong-Tie or USP 4 --/--/-- ---- LSTA18(Simpson Strong-Tie®or USP Structural Connectors strap with twelve Field trim to match joist depth at outer edge Double joist sides if joist spacing is ) P Variable slope Joist hanger. Beveled J p g Y may be required 5 --/--/--Two rows 8d(0.113"x 2y") Structural Connectors®)strap with 10d 0.148 x 1y")nails required at H5S with of wall or locate on wall to match joist depth. Y q nails at 8"on-center p �� greater than 24"on-center. ( q web stiffeners rrequired on both sides. ® 1Y when L exceeds L twelve 10d(0.148"x 1Yz")nails slopes greater than 3:12 Use 1 y"TJ Rim Board with depths<_16". •oist s acin 11 Y" Additional blocking ® Y 1 p g 7 may be required for Additional blocking TJI®Depth, D TJI Flange Block Nail Allowed hole zone L shear transfer may be required Width Type Size Quantity Beveled web Designed By : NM for shear transfer. Filller 10d(0.128"x 3") 10 Ys Y Y3 Blocking stiffener each Drawn B NM Filler less than 3Yz" ®• Y Strap nails: 9Y"<D<_16" Backer 10d(0.128"x 3") 10 /as required side of TJI Joist ' Leave 2 8"minimum Filller 16d(0.135"x 3Yz") 10-each side Y �� web Checked By : NM Beveled 2x4 block. Strap nails: end distance s 3Yz„ Second beveled web Leave 2/e'minimum Backer 10d(0.128"x 3") 10 f ' Yz 2x overhang. Notch TJI®joist flange must stiffener required on end distance Filller 10d(0.128"x 3") 15 around TJI"' top bear fully on plate. opposite side at R10W only. Double beveled bearinglate less than 3Y" Birdsmouth cut must not p Backer 10d(0.128"x 3") 15 Maximum allowable V-cut End wall flange. when slope exceeds Y4:12 Variable slope joist hanger. 16"<D<_20" Ct N p Filller 16d(0.135"x 3Yz") 15-each side ® overhang inside face of Beveled bearing plate required Beveled web stiffener 3Y2" For TJI joists with slopes of 10:12 to 12:12,the vertical depth of plate. Date : 11/15/2024 required each side. Backer 10d(0.128"x 3") 15 AS NOTED when slope exceeds Ya:12 Web Stiffener required on q shear blocking at bearing will require 1Ya"TJ®Rim Board or 1Ya"or Scale: R10 R10 R14 R14W both sides at R14W ONLY H5 H5 20"<D<_24" Filller 16d(0.135"x 3Yz") 25-each side SB %"TimberStrand®LSL that is one size deeper than the TJI®joist. Op gC BIRDSMOUTH CUT allowed S H5S is allowed only with joist depths < 16" 3Y Backer 10d(0.128"x 3") 15 DO NOT use 14"TJ®Rim Board with 18"-24"TJI®joists or in at low end of joist only H6S is allowed only with joist depths< 16" vertilation-hole applications. H6 O S6 For filler and backer block sizes see Weyerhaeuser TJI®Joist Specifier's Guide,TJ-4000 Weyerhaeuser Warning:Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California to cause cancer. For more information on Proposition 65,visit w .com/inform. SUSTAINABLE FORESTRY INITIATIVE A Weyerhaeuser, Microllam, Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of Certified Sourcing Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. Sheet# www.efip s�-0000e October 2017 Reorder TJ-4014 TOP OF STEEL BEAM Nora Mueger, PE (631)655-8489 COLUMN z STEEL COL., SEE PLAN norazuhoski@gmail.com WIDTH N N� +6i„ 0 w + (2)-3/4"0 F1554 GRADE 36 0'-8" o OU 1/4 I I ANCHOR BOLTS W. 12" o 0 I EMBEDMENT AND 3" HOOK CENTER 0 �. 4"THICK BASE PLATE ON CONNECT FLANGES LINE �1 TO PLATES W/ 4 -3/4"0 a THICK LEVELING PLATE 0'-3' ( ) I TO MATCH BASE PLATE z $"x12"xBEAM GAUGE A325 SLIP CRITICAL BOTTOM OF STEEL BEAM 12" 0-12' DIMENSION ON w � STEEL PLATE 0'-12" BOLTS TYP. FULL PEN BOLT LAYOUT DETAIL A-A :XTERIOR FACE OF 1 4' NON SHRINK GROUT w w =OUNDATION WALL m o FOUNDATION WALL, SEE 3 SDS SCREW STAGGERED AT 6 O.C. CEN`ifER PLAN AND DETAILS FOR (2)-ROWS�' 0 THRU BOLTS AT 16" THROUGH PLYWOOD, 2x NAILER, AND LINIE REINFORCEMENT O.C., STAGGERED AT 8"O.C. STEEL FLANGE. PREDRILL THROUGH STEEL Professional Seal 5/16 TYP. ( 0 I � Q WHEN THICKNESS IS GREATER THAN 0.24" 2X NAILER(S) PLAIN ELEVATION p OF NEW L. i- MOMENT I 0 I I O ��P pR o o�� d BEAM #OF A325 S.C. a MOE _p COLUMN TYPE 1 BASEPLATE 4 WIDTH o SIZE BOLTS T&B FLANGE CAPACITY(kip"ft) +g; z STEEL COL., SEE PLAN W8 4 16 r W �NZ) -_wil 4 20 I PLATED SINGLE I I (3)-3/4"0 SINGLE 0 0 (4)-3/4"0 F1554 GRADE 36 1/V10 PLATE 1/4 ANCHOR BOLTS W. 9" 6 31 CONNECTION W/$" CONNECTION W/8" `J'��p 104784 O O EMBEDMENT AND 3" HOOK 4 25 ( THICK PLATE I I THICK PLATE • ��ESSIONP W12 6 37 I e"xFLANGE I I �� CENTEFZ r' "THICK BASE PLATE ON • r 4 8 50 WIDTHx6 " PLATE • LINE O O 4"THICK LEVELING PLATE FULL PEN TO MATCH BASE PLATE z 4 28 I I TJI/LVL FLOOR JOIST DIMENSION ON = -N 0' 12" 0'-12" 1 4" NON SHRINK GROUT o w W14 6 43 m o FOOTING, SEE PLAN AND 8 57 I I Q SIMPSON FACE MOUNTED HANGERS (IUS @ WOOD FLOOR FINISHES, o DETAILS FOR M1U @ STONE/TILE FLOOR FINISHES) CENTER REINFORCEMENT LINIE STEEL BEAM, SEE PLAN FOR SIZE. PROVIDE LVL BLOCKING RIPPED TO PLAIN Q ELEVATION BOLTED MOMENT CONINECTION WELDED MOMENT CONNECTION FIT SNUG BETWEEN BEAM FLANGES a. TYPE 2 BASEPLATE 0 TYPICAL STEEL BEAM PAD OUT AND NAILER z STEEL COL., SEE PLAN 3 IN COLUMNUVIDTH +1/2' o J 2 TYPICAL BEAM TO COLUMN MOMENT CONNECTION S-400 SCALE: 1-1/2"= 1'-0" 0 (2)-3/4"0 F1554 GRADE 36 0 1/4 I I ANCHOR BOLTS W. 12" EMBEDMENT AND 3" HOOK S-400 SCALE: 1-1/2" = V-0" 4� CENTERQ .__ 4"THICK BASE PLATE ON LINE i J 4'THICK LEVELING PLATE STEEL COLUMN, SEE PLAN TO MATCH BASE PLATE w 0'-1 i" DIMENSION ON 2 c� j 2 1 4' NON SHRINK GROUT w w + m p FOUNDATION WALL, SEE 114 m COLUMN WIDTH +3 114" 2 PLAN AND DETAILS FOR a REINFORCEMENT (2)-R 9x3/8x0'-3", (1)-EA. SIDE, w CEN. fER ^ 2 -1/4"ANGLES 0 LINIE ( ) ( I WITH (2)-HOLES FOR 8" J PLAIN ELEVATION (3)-3/4"0 A325 BOLTS 0 THRU-BOLTS 0 (2)4"0 A 325 BOLTS AT W8'S I I ��— v TYPE 3 BASEPLATE O o 0 (3)-3/4"0 A325 BOLTS J 1 TYPICAL STEEL BASE PLATE DETAILS CONNECTION W R 9x3/8xBEAM SINGLE PLATE o w S-400 SCALE: 3/4"= 1'-0" I THICK PLATE WIDTH +2" J ui (2) BOLTS W/W8 H H U) LVL BEAM (2)-1/2"0 A307 THRU-BOLTS; I 1/ NICK THREADS TO PREVENT BACK-OFF R 3x3/8xBEAM BOLTED DOUBLE ANGLE WI DTH +2" SOLID FULL DEPTH BLOCKING; SIMPSON TB1460S COLLATED CONNIECTION AS PER AISC WIDTH, DEPTH TO MATCH SCREW @ 3"O.C. OR JOIST/RAFTER APPROVED EQUAL. MINIMUM (2) PER BLOCKING MEMBER NA- 4 TYPICAL STEEL BEAM CONNECTIONS TYPICAL WOOD BEAM FRAMING TO STEEL COLUMN S-400 5 0 r' L3x3x1/4 TUBE POST SCALE: 1-1/2"= 1'-0" S-400 SCALE: 1-1/2"= 1'-0" U �- WOOD FLOOR JOIST/ROOF WOOD FLOOR JOIST/ROOF RAFTER; SEE PLAN FOR RAFTER; SEE PLAN FOR Z z SIZE &SPACING SIZE &SPACING O STEEL BEAM, [— u SEE PLAN FOR SIZE W AND LOCATION A A rr nn PROVIDE (2)-3/8"STIFFENERS V (ONE EACH SIDE)AT ALL PIPE POST TYP. AT TOP> GIRDER BEARING POCKETS W C � Lo Q AND BOTTOM 3/16 AFTER BEAM IS INSTALLED O OCKING; AS REQUIRED r FILL POCKET SOLID WITH CONCRETE PLAN AT PIIPE PLAN AT TUBE NOTE: AT TJII FRAMING, PROVIDE FULL DEPTH WEB BLOCKING AT ANGLE LOCATION. BEARING PLATE SIZE 3"X 4"X BEAM WIDTH +6" Revisions W/(2)-5/8"0 A36 THRD. RODS X 8" LONG W/STD. HOOK No. Date Description 2" MAX SHRINK GROUT 1 11/15/24 FOR PERMIT L3x3x1/4 SOLID FULL DEPTH BLOCKING; _ __ AS REQUIRED FOUNDATION WALL 3 -/ -/ 4 --/--/-- ---- S 5 --/--/-- ---- PIPE/TUBE POST I 1"TYP Designed By : NM Drawn By : NM WOOD FLOOR JOIST/ROOF RAFTER 114 Checked By : NM (2)-1/2"0 A307 THRU-BOLTS, NICK THREADS TO PREVENT BACK-OFF 6"TYP. (OF 12"WALL)I �— 4"TYP. (OF 8"AND 10"WALLS) Date : 11/15/2024Scale: AS NOTED 3/16 TYP. NOTE: @ 8"WALL DEPTH, PROVIDE FULL DEPTH POCKET AND FILL WITH GROUT UPON INSIfALLATION OF BEAM A - A 7 BEAM POCKET DETAIL S �400 TYPICAL STEEL PIPE/TUBE POST BRACING AT WOOD FRAMED FLOOR LEVELS S-400 SCALES/4"= 1'-0" � SCALE: 1-1/2" = 1'-0" Sheet# PLUMBING NOTES Nora Mueger, PE (631)655-8489 1. ALL MATERIAL SHALL BE NEW UNLESS NOTEDI OTHERWISE. FAMILIAR WITH THE EXISTING CONDITIONS, INCLUDING THE SIZE OF 15.WATER HAMMER ELIMINATORS(APPROVED-FIELD FABRICATED OR norazuhoski@gmail.com 2. THE PLUMBING CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL CONNECTIONS, ROUGHING DIMENSIONS, ETC. BEFORE SUBMITTING A MANUFACTURED)SHALL BE INSTALLED AT ALL RUN OUTS IN HOT LABOR AND MATERIALS SUPPLIED AND INSTAILLED UNDER THIS QUOTATION FOR WORK. AND/OR COLD WATER LINES SERVING TOILET ROOMS AND OTHER CONTRACT AND SHALL GUARANTEE THE WORK PERFORMANCE UNDER 8. THE PLUMBING CONTRACTOR SHALL PERFORM ALL CUTTING, AREAS WHICH INCORPORATE "RAPID-ACTION"VALVES SUCH AS THIS CONTRACT FOR A PERIOD OF ONE (1)YEAR FROM THE DATE OF EXCAVATION, BACKFILLING, ROUGH AND FINISH PATCHING AS PER FLUSHOMETERS,SOLENOID VALVES, ETC. ACCEPTANCE OF THIS WORK. SPECIFICATIONS AS REQUIRED FOR THE INSTALLATION OF THE WORK, 16.ALL PIPES SHALL BE TESTED AT A MINIMUM PRESSURE OF 1-1/2 TIMES; 3. THE PLUMBING CONTRACTOR SHALL CONSULT, COOPERATE AND UNLESS NOTED OTHERWISE. THE MAXIMUM OPERATING PRESSURE UNLESS OTHERWISE NOTED OM COORDINATE WITH THE GENERAL CONTRACTIOR AND ALL TRADES, IN 9. ALL CONNECTIONS TO NEW AND/OR EXISTING EQUIPMENT SHALL BE THE DOCUMENTS OR THE PLUMBING CODE AND IN ACCORDANCE ORDER TO MINIMIZE INTERFERENCES BETWEEN TRADES DURING SIZED AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS WITH Professional Seal PERFORMANCE OF THIS WORK. SPECIFICATIONS. THE UTILITY REQUIREMENTS FOR GAS PIPING SYSTEM. 4. THE PLUMBING CONTRACTOR SHALL PREPARE AND FILE ALL REQUIRED 10.IT IS THE INTENT OF THIS CONTRACT THAT THE COMPLETED WORK BE 17.THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING OF NEW,, PLANS AND PERMITS WITH THE LOCAL BUILDING DEPARTMENT AND FULLY OPERATIONAL. OF ALL DEBRIS AND DISPOSAL AT AN APPROVED SITE. �INP,oRp MU£e�O,p� AUTHORITIES. HE SHALL PAY ALL WORK PERMIITS, FILLING FEES, 11.ALL PIPE HANGERS AND SUPPORTS SHALL BE INSTALLED AT INTERVALS 18.REFER TO ARCHITECTURAL DRAWINGS FOR STRUCTURAL DIMENSIONS. INSPECTIONS AND WRITE-OFFS AS REQUIRED TO EXECUTE THIS WORK AND SHALL BE FABRICATED OF MATERIALS PERMITTED BY CODE. 19.ALL WATER SERVING PIPING WITHIN THE BUILDING IS TO BE ,— INSULATED IN A MANNER IN CONFORMANCE WITH THE CODES AND AUTHORITIES 12.ALL NEW PLUMBING FIXTURES SHALL BE INSTALLED WITH ANGLE STOP WITH 1" FIBERGLASS INSULATION. !'A 104784 HAVING JURISDICTION. VALVES IN THE SUPPLY LINES SERVING THE FIXTURE. p�P�FESS10�1P�' 5. THE PLUMBING CONTRACTOR SHALL PERFORIM ALL TESTS AND 13.THE PLUMBING CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR 20.ALL PLUMBING FIXTURES TO BE INSTALLED AS PER MANUFACTURERS ARRANGE FOR ALL INSPECTIONS FOR WORK UNDER THIS CONTRACT ALL RECOMMENDATIONS. AS NEW PLUMBING FIXTURES AND EQUIPMENT TO BE SUPPLIED AND 21.ALL PLUMBING FIXTURES TO BE TRAPPED,VENTED AND PROVIDED REQUIRED BY LAW AND SUPPLY ALL CERTIFICATES OF INSURANCE AS INSTALLED UNDER THIS CONTRACT FOR APPROVAL BEFORE WITH AIR SHOCKS. REQUIRED BY LAW AND THE OWNER. INSTALLATION OF THE SAME. 22.FLOOR DRAINS SHALL BE SET LEVEL WITH FINISHED FLOORS AND TO BE 6. THE PLUMBING CONTRACTOR SHALL MAKE AILL FINAL CONNECTIONS 14.WATERPROOF PIPE SLEEVES SHALL BE INSTALLED AT ALL PROVIDED WITH TRAP PRIMER. TO ALL PLUMBING EQUIPMENT REGARDLESS'WHETHER ILLUSTRATED PENETRATIONS THROUGH EXTERIOR WALLS, PIPE SLEEVES SHALL BE 23.ALL PLUMBING FIXTURES TO HAVE ISOLATIONS VALVES. HEREIN WITHOUT ANY ADDITIONAL COST TO'THE OWNER. INSTALLED AT WALL PENETRATIONS THROUGH INTERIOR WALLS AND 24.PROVIDE CLEANOUTS AT ALL ACCESSIBLE BENDS FOR ROOF DRAINAGE„ 7. THE PLUMBING CONTRACTOR SHALL VISIT THIE SITE AND BECOME FLOORS. IF APPLICABLE. 1 LEGEND 00 A _ WALL HOT TANKLESS VANITY SHOWER TUB/SHOWER WATER SINK DISH WASHING MOUNTED WATER WATER CLOSET WAkSHER MACHINE REFRIGERATOR SINK BOILER HEATER HEATER w W V _z Cm G W J H MAIN HOUSE i ROOF i MASTER BATH -1BATIH 2\ PWD RIB % I KITCHEN' — LAUNDRY N 1 1 \ 1"COLD WATER LINELO cw cw tw Fw cw cW cw Cw cw cW cw cw cw CI cw cW c ' Cw 47 4 HOT WATER LINE 21 HW©4 Hj HVt�1 IH HW HW -3» W H � � H� HW 4 HWf HW �2 211 1 �1 11 O 2" C u 2" mu � I 2 2� I 2I2n „ 22 1, Z z 2 2 O� U 1 w 2 1 Jill 21 V2 c- U C.O. I1 GROUND FLOOR C.O. I �C.O. W LO Q 311 O 0 II 3 4"WASTE LINE TO SCDOH a c 3 APPROVED SANITARY SYSTEM CAST IRON PIPE cw cw cw cw cw cw cw cw cw cw cw CW CASTIRON THROUGH FOUNDATION Revisions HW HW HW HW HW HW HW HW HW v HOUSE TRAP Description Date Descri No. 1 11/15/24 FOR PERMIT 2 --/--/-- ---- 3 --/--/-- ---- 1 4 4-4-- 5 --/--/-- ---- HWH- Designed By : NM K. BASEMENT Drawn By : NM Checked By : NM Date : 11/15/2024 Scale: AS NOTED MAIN HOUSE P � i 00 1 PLUMBING RISIER SCALE: NTS Sheet#