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Home My WebLink About49351-Z .-03 Li,5c, a, Sgassod,74, X 9357 EfInl«t a AF_N r,114 r r RIIvr 0PC.;, APPROVED AS NOTED �j - --- - OATE �3 DEERKOSKI + ARM DESIGN AND ENGINEERING DPC NOTIFYBUILDING DEPARTMENTAT 16 LIBRARY AVE. SUITE C WESTHAMPTDN BEACH NY 11978 631-765.1802 8AM T04PM FOR THE 631-767-6071 CRAIG a�DASTU DIONT.COM https://cupolasdirect.com/amish-cupolas/square-cupolas/ellsworth-cupolas-s3ev.html FOLLOWING INSPECTIONS' ELLSWORTH CUPOLAS(S3E) 1. FOUNDATION-TWO REQUIRED ENGINEER OF RECORD: Item Code:S3E FOR POURED CONCRETE 1 i;- I I - 36n WIDE x 54'HIGH Q, ROUGH-FRAMING 8 PLUMBING _==D __ - -K, _�j 3. INSULATION 4. FINAL-CONSTRUCTION MUST E N G I N E E R I N G BE COMPLETE FOR C.O. structural engineering services • consulting ALL CONSTRUCTION SHALL MEET THE EKI PROPOSED ADDITION_ JAMES J.DEERKOSKI P.E. REQUIREMENTS OF THE CODES OF NEW LE YORK STATE. NOT RESPONSIBLE FOR 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 DESIGN OR CONSTRUCTON ERRORS OWNERSHIP&USE OF DOCUMENTS: i These drawings and specifications including the ideas,design and arrangements represented therein,are the property of Deerkoski+ ACQ TREATED ROOF SHINGLES Arm Design&Engineering,DPC. (MATCH EXISTING) No part thereof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. RED CEDAR SHINGLES w/6" EXPOSURE Drawings&specifications,as instrucments of professional service, are and shall remain the Property of the engineer HOLD HARMLESS NEW ROOF STRUCTURE WHITE HALF ROUND ALUMINUM GUTTERS Deerkoski+Arm Design&Engineering,DPC,and there Associated Engineer,are not overseeing the construction of this building. The use of these drawings by any contractor,subcontractor,builder, tradesman or worker shall instigate a Hold Harmless Agreement between the drawing user and Deerkoski+Arm Design&Engineering, DPC. The user shall in fact agree to hold Deerkoski+Arm Design& Engineering DPC harmless for any responsibility in regard to the construction means,methods,techniques,sequences or procedures, and for any safety precautions and programs in connection with the �— WHITE AZEK TRIM work and further shall hold Deerkoski+Arm Design&Engineering DPC jharmless for the costs and problems arising from the negligence of the contractor,subcontractor,tradesman or workman. The use of these drawings also implies that Deerkoski+Arm Design& Engineering DPC,shall take no responsibility for the plan user's failure to carry out the work in accordance with the drawing contract documents or any and all applicable building codes and manufacturer's RED CEDAR SHINGLES W/6" EXPOSURE specifications. p CODE COMPLIANCE NOTES: li STRUCTURAL DESIGN SHALL CONFORM TO"CLIMATIC& GEOGRAPHIC DESIGN DATA"PER R301.2 RCNYS.TO BE DESIGNED TO MEET 130mph WIND LOADS. ALL STRUCTURAL AND MECHANICAL DRAWINGS SHALL CONFORM TO THE PROJECT SPECIFICATIONS,INCLUDED,BUT NOT LIMITED TO THE FOLLOWING: 2018&2021 INTERNATIONAL RESIDENTIAL CODE(IRC) 2020&2021 RESIDENTIAL BUILDING CODE OF NEW YORK STATE 2021 ENERGY CONSERVATION CODE OF NEW YORK STATE 2018 AMERICAN WOOD COUNCIL-2018 WOOD FRAME CONSTRUCTION MANUAL HIGH WIND EDITION 2021 AMERICAN WOOD COUNCIL-FIRE DESIGN SPECIFICATIONS \ (FDS) --- - AN SOCIETY OF CIVIL ENGINEERS ASCE1716 PROVISIONS 2021 AMERICAN WOOD COUNCIL S S FOR WIND AND SEISMIC(SDPWS) 20 B 1j"' Y S H 0 R 0 -. AMERICAN - HOME ENERGY RATING SYSTEM(HERS INDEX RATING) REFER TO CONSTRUCTION NOTES,AND DETAILS BUILDING SHELL INSULATION: CEILING-FLAT: NA _ SEALED ATTIC: R-35 CLOSED CELL INSULATION+ASSEMBLY CEILING-VAULTED: R-35 CLOSED CELL INSULATION+ASSEMBLY EXTERIOR WALLS: R-26 CLOSED CELL INSULATION+ASSEMBLY EXPOSED FLOOR: R-35 CLOSED CELL INSULATION+ASSEMBLY FOUNDATION WALLS: R-14 CLOSED CELL INSULATION REFER TO HOME ENERGY RATING CERTIFICATE FOR ADDITIONAL REQUIREMENTS M N O N r , ti N �t PROJECT: 0 wj `z wz PROPOSED ADDITION a0 & z C ACCESSORY GARAGE -1 =I I I LlTO THE CD GALLUCCI RESIDENCE TITLE SHEET & CODE COMPLIANCE NOTES ARCHITECTURAL INDEX ELECTRICAL INDEX 1720 BAYSHORE ROAD T-001 TITLE 8: INDEX • SOUTHOLD, NEW YORK G-01 GENERAL NOTES • G-02 PLUMBING RISER DIAGRAM • G-03 TIE DOWN DETAILS _• G-04 TIE DOWN DETAILS • I _ - G-05 TIE DOWDRAWING TITLE: N DETAILS _ • - _ G-06 SHEAR'WALL FRAMING DETAILS _ • G-07 SHEAR'WALL FRAMING DETAILS • ---- - TITLE SHEET G-08 TIE DOI/VN DETAILS • POOL PLANS DRAWING INDEX G-09 TIE DOWN DETAILS • -1 G-10 TJI /WI ENGINEERED FRAMING DETAILS • SET: ISSUED FOR: DATE: G-11 SHEATHING & FASTENING • G-12 SHEATHING & FASTENING AREAS OF STRUCTURE 1 ISSUE FOR PERMIT 04-27-2023 G-13 TIE DOWN DETAILS • GROSS FLOOR AREA: _, +s G-14 TIE DOWN DETAILS • LOT AREA = 18,750 SQ FT L,� �5 U IU/ j G-15 INSULATION / DUCT SEALING DETAILS • ALLOWED GFA = 2100 SQ FT + 12.5% X 8,750 W G-16 INSULATION /SEALING DETAILS • 2100 SQ FT + 1093.75 SQ FT = 3193.75 SQ FT MAY 1 12023 G-17 INSULATION /SEALING DETAILS • G-18 INSULATION /SEALING DETAILS •,� T��A�� ARCHITECTURAL INDEX ENCLOSED HOUSE AREA SUBJECT TO GFA: EXISTING FIRST FLOOR LIVING SPACE = 1263.78 SQ FT A-101 FOUNDATION PLAN ! EXISTING GARAGE = 472.08 SQ FT (CONVERTED TO LIVING SPACE) A-102 FIRST FLOOR PLAN - DIMENSIONS • NEW ADDITION = 106.33 SQ FT SEAL: DATE: APRIL 2 A-103 FIRST FLOOR PLAN - STRUCTURAL 27, 023_ • TOTAL FIRST FLOOR = 1842.19 SQ FT A-104 ROOF PLAN • EXISTING SECOND FLOOR LIVING AREA = 1350.38 SQ FT PROJECT NO: A-105 ROOF PLAN - STRUCTURAL • 2022 -44 A-201 EXTERIOR ELEVATION -FRONT & REAR — TOTAL PROPOSED GROSS FLOOR AREA = 3192.57 SQ FT ��pF NEW yo DRAWN BY: CMA • A-202 EXTERIOR ELEVATION -LEFT & RIGHT • Q DR,ro CHECKED BY: JJD ' SCALE: A-301 CROSS SECTION - RECREATION ROOM • STRUCTURAL DESIGN SHALL CONFORM TO"CLIMATIC&GEOGRAPHIC DESIGN DATA PER R301.2 RCNYS.TO BE DESIGNED TO MEET 130mph WIND LOADS. '°'Y � W 1/4" = 1'-0" A-301 CROSS SECTION - COVERED PORCH • 2s SHEET NUMBER: ALL STRUCTURAL AND MECHANICAL DRAWINGS SHALL CONFORM TO THE PROJECT SPECIFICATIONS, INCLUDED, BUT NOT LIMITED TO THE FOLLOWING: o 2018&2021 INTERNATIONAL RESIDENTIAL CODE(IRC) ��,o�, S A-401 EXTERIOR TRIM DETAILS IOR • 2020&2021 RESIDENTIAL BUILDING CODE OF NEW YORK STATE CHAPTER 11 FES T- 1 _ 2021 ENERGY CONSERVATION CODE OF NEW YORK STATE A-101 GARAGE GARAGE FLOOR PLAN &FOUNDATION PLAN • 2018 AMERICAN WOOD COUNCIL-2018 WOOD FRAME CONSTRUCTION MANUAL HIGH WIND EDITION A-201 GARAGE GARAGE ELEVATIONS • 2021 AMERICAN WOOD COUNCIL-FIRE DESIGN SPECIFICATIONS(FDS) DOB NUMBER: OF A-301 GARAGE GARAGE CROSS SECTION & APRON DETAILS • 2021 AMERICAN WOOD COUNCIL-SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC(SDPWS) AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7-16 JAMES J DEERKOSKI, PE REFER TO CONSTRUCTION NOTES,AND DETAILS © OEERKOSKI + ARM DESIGN AND ENGINEERING DP C3K,1 + ARM DESIGN & ENGINEERING DPG DEERKOSKI -F ARM DESIGN AND ENGINEERING DPC 1 6 LIBRARY AVE. SUITE C NOTE: WESTHAMPTON BEACH NY 11978 THE PROVISIONS OF CHAPTERS 30, 31 AND 32 OF THE 631-767-6071 CRAIG DASTU DI0 NT.COM RESIDENT-IAL CODE OF THE STATE OF NEW YORK ALONG ENGINEER OF RECORD: WITH THE PLUMBING CODE OF NEW YORK STATE AND THE _ !1 ! _ 1 ! ` ! SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES WILL GOVERN THE MATERIALS, DESIGN, CONSTRUCTION AND II II it 1 II INSTALLATION OF SANITARY DRAINAGE SYSTEMS. E N G I N E E R I N G structural engineering services • consulting PROPOSED ADDITION JAMES J.DEERKOSKI P.E. 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 WNERSHIP&USE OF DOCUMENTS: 3" THROUGH ROOF 3" THROUGH ROOF 3" THROUGH ROOF These drawings and specifications including the ideas,design and arrangements represented therein,are the property of Deerkoski+ ROOF Arm Design&Engineering,DPC. No part thereof shall be copied,disclosed to others or used in connection with any work or project other than for which they have 3.. been prepared without written consent. Drawings&specifications,as instrucments of professional service, 2 are and shall remain the Property of the engineer. 3" 3" OLD HARMLESS: 3" Deerkoski+Arm Design&Engineering,DPC,and there Associated 20' Engineer,are not overseeing the construction of this building. The use of these drawings by any contractor,subcontractor,builder, tradesman or worker shall instigate a Hold Harmless Agreement between the drawing user and Deerkoski+Arm Design&Engineering, „ DPC. The user shall in fact agree to hold Deerkoski+Arm Design& 2" 3" Engineering DPC harmless for any responsibility in regard to the 2.. " construction means,methods,techniques,sequences or procedures, 2' 2' 2' 3.1 2 2 3 . 2 and for any safety precautions and programs in connection with the work and further shall hold Deerkoski+Arm Design&Engineering DPC WAS H E R harmless for the costs and problems arising from the negligence of the contractor,subcontractor,tradesman or workman. 117 The use of these drawings also implies that Deerkoski+Arm Design& SECOND FLOOR Engineering DPC,shall take no responsibility for the plan user's failure 2 to carry out the work in accordance with the drawing contract documents 2" 3 or any and all applicable building codes and manufacturer's 2" 2" 2" 3•' 2 ' 2 ' .31. specifications. 3" ODE COMPLIANCE NOTES: 3'. 3•• LAUNDRY STRUCTURAL DESIGN SHALL CONFORM TO"CLIMATIC& GEOGRAPHIC DESIGN DATA"PER R301.2 RCNYS.TO BE MASTER BATH GUEST SUITE BATH DESIGNED TO MEET 130mph WIND LOADS. ALL STRUCTURAL AND MECHANICAL DRAWINGS SHALL 3•� 20- CONFORM TO THE PROJECT SPECIFICATIONS,INCLUDED,BUT NOT LIMITED TO THE FOLLOWING: 2018&2021 INTERNATIONAL,Z•' 2" 2-P 2" 2020&2021 RESIDENTIAL BUILDING CODE OF NEWYORK STATE 2021 ENERGY CONSERVATION CODE OF NEW YORK STATE 2018 AMERICAN WOOD COUNCIL-2018 WOOD FRAME 3•• aw I 3" 2" 2" nw I ND EDITION 20211 AMERICAON WOOD COUNCIN MANUAL HIGH L-FREDESIGN SPECIFICATIONS (FDS) 2" 2„ 2021 AMERICAN WOOD COUNCIL-SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC(SDPWS) FIRST FLOOR AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7-16 '39, 3' 2' 2' NEW RECREATION ROOM BAR HOME ENERGY RATING SYSTEM(HERS INDEX RATING) 2'0REFER TO CONSTRUCTION NOTES,AND DETAILS BUILDING SHELL INSULATION: CEILING-FLAT: NA 3PP POWDER ROOM3•� KITCHEN MUDROOM BATH SEALED ATTIC: R-35 CLOSED CELL INSULATION+ASSEMBLY 3•, CEILING-VAULTED: R-35 CLOSED CELL INSULATION+ASSEMBLY 3" 3.1 EXTERIOR WALLS: R-26 CLOSED CELL INSULATION+ASSEMBLY EXPOSED FLOOR: R-35 CLOSED CELL INSULATION+ASSEMBLY 4" F.A. VENT 6FOUNDATION WALLS: R-14 CLOSED CELL INSULATION " C.0. C.0. C.0. C.0. ABOVE GRADE REFER TO HOME ENERGY RATING CERTIFICATE FOR ADDITIONAL REQUIREMENTS ► C.O.t C.O. 4"C.O. 4„ 4" TO SCDHS APPROVED SEPTIC SYSTEM 4" CI PROJECT: HOUSE TRAP EXISTING HOUSE AND PLUMBING - NO PROPOSED CHANGES EW ADDITIO PROPOSED ADDITION ACCESSORY GARAGE TO THE GALLUCCI RESIDENCE 1720 BAYSHORE ROAD SOUTHOLD, NEW YORK DRAWING TITLE: PLUMBING RISER DIAGRAM SET: ISSUED FOR: DATE: 1 ISSUE FOR PERMIT 04-27-2023 SEAL: DATE: APRIL 27, 2023 PROJECT NO: 2022 -44 DRAWN BY: CMA pF NEW HECKED BY: D 5 EF Rios JJD LE: LP ET NUMBER: ON�.\ G-2 \ DOB NUMBER: OF JAMES J DEERKOSKI, PE OC DEERKOSKI + ARM DESIGN AND ENGINEERING DP Acceptance of these drawings does not authorize the right to build without the authorization of local goveming agencies, such as Suffolk County Dept.of Health Services,Town Building Departments, DEC, FEMA,etc. Verify all conditions,codes, and requirements with such agencies prior to construction. �. - + ARM DESIGN &c ENGINEERING DPC SIMPSON STRONG—TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE A miNimum orWO8dNILSTH MTS20 LTS20 DESIGNANDENGIINEERING DPI DOUG-FIR TWO 8d NAILS THIS FASTENERSALLOWABLE LOADS 1,2 LOAD SIDE OF TRUSS. MODEL GA UPLIFT UPLIFT CODE ° (133/160) 8dx1i" 8d NAILS WESTHAMPTON BEACH NY 1 1978 LATERAL WITH TOTAL FOUR • • o N0. TO TO TO Ate' NAILS REF. • 1 6 LIBRARY AVE. SUITE c RAFTERS/ PLATES STUDS ULT. (133) (160) F F2 (133dc INTO TRUSS ° 631-767-6071 CRAIG DASTU DIDNT.COM TRUSS _ STU '- e NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE-UPON WASHER PROVIDE (1) HGA10KT ON ENGINEER OF RECORD: H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND = SIDE OF CEILING JOIST AND ON SIDE OF RAFTER - PROPER INSTALLATION PROCEDURES •/— ��— _ _ 17k)ll -== li !� I'I II II H6 16 11 8-8d 3983 915 950 650 5, 44 — DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) E N G I N E E R I N G TWO ° AR*x12 structural engineering services • consulting (TOTAL) AVG LENGTH OF BOLTIN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAILS •• g g g MODNOEL GA AX. lIIR ULT. UI LFTA REF. INTO e • e D PAN L QTY DIA 11" 2" 21" 3" 34" 11" 2" 2J" 3" 3r PLATES ° EIGHT JAMES J.DEERKOSKI P.E. e �' 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 ""�` LFTA 16 2r 17" 38j"16-10d — 4200 1205 1400 5, 44, 85 INTO SP4 STUD e WNERSHIP&USE OF DOCUMENTS: DOUG—FIR LARCH / SO. PIKE FASTENERS2 ALLOWABLE UPLIFT LOADS a These drawings and specifications including the ideas,design and MODEL L AVG 10d 10d x 1j" CODE • arrangements represented therein,are the property of Deerkoski+ NO. 10d 10d x 1}" ULT. REF. °e Arm Design&Engineering,DPC. (133 / 160) (133 (160) L S T A 21 ° No part thereof shall be copied,disclosed to others or used in • connection with any work or project other than for which they have • ° been prepared without written consent. MTS16 16 14-10d 14-10d x W3116 1000 840 1000 3, 41, 128 °e °e Drawings&specifications,as instrucments of professional service, e° ° MTS20 20 14-10d 14-10d x 111* 3116 1000 840 1000 3, 41, 128 are and shall remain the Property of the engineer. e • e • OLD HARMLESS: Simpson Strong—Tie Deerkoski+Arm Design&Engineering,DPC,and there Associated r LST20 20 12-10d 12-10d x 11" 2383 775 720 720 3, 41 °• HGA10 g e Engineer,are not overseeing the construction of this building. ° The use of these drawings by any contractor,subcontractor,builder, DOUG-FIR-LARCH LFTA •° tradesman or worker shall instigate a Hold Harmless Agreement SO. PINE CODE Equal number of TYPE OF DIRECTION EL ALLOW BIL LOADS REF. e between the drawing user and Deerkoski+Arm Design&Engineering, specified nails in o DPC. each end The user shall in fact agree to hold Deerkoski+Arm Design& NO. TION C- OF LOAD FLOOR ROOF (133/ 100 125 160 Simpson Strong-Tie Engineering DPC harmless for any responsibility in regard to the G 515 645 670 CS16 construction means,methods,techniques,sequences or procedures, LTP4 5 J 515 645 670 6, 39, 97 ��"Ell and for any safety precautions and programs in connection with the DETAIL E �� work and further shall hold Deerkoski+Arm Design&Engineering DPC HI 515 645 670 ARtx12 DETAIL H DETAIL K harmless for the costs and problems arising from the negligence of the MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'°(DF/SP) (133) HOLDOWN HOLDOWN contractor,subcontractor,tradesman or workman. STUD DEFLECTION DEFLECTION CODE The use of these drawings also implies that Deerkoski+Arm Design& MODEL AVG LENGTH OF BOLT 2.a AT HIGHEST CNW- N0. ACHIN IN VERTICAL WOOD MEMBER AT HIGHEST ALLOWABLE REF. COUPLER NUT Engineering DPC,shall take d responsibility for the plan user's failure to carry out the work in accordance with the drawing contract documents BASE BODY s ANCHOR OLTS LT ALLOWABLE LOAD DESIGN or any and all applicable building codes and manufacturer's GA GA HB SB W H B SO CL DIAQ e TY DIA DESIGN WHEN RAISED OFF 1�" 2" 2}" 3" 3}" 5}" LOADTE STU specifications. • �"— 11 16 12 4&" 2f* 2r 8" 24" I" 1j" C 2 IIr 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 /S11VIPSON ODE COMPLIANCE NOTES: I MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS TAKE—UP WASHER STRUCTURAL DESIGN SHALL CONFORM TO"CLIMATIC& N0. W L STUD PLATE ULT. DF SP CODE GEOGRAPHIC DESIGN DATA"PER R301.2 RCNYS.TO BE REF. DESIGNED TO MEET 130mph WIND LOADS. (133) (160) SP4 34" 7" -10d x 1}" — 917 (13 885 ARTR"Xl 2 ALL STRUCTURAL AND MECHANICAL DRAWINGS SHALL 7, 40, 127 ° ART�"x12 CONFORM TO THE PROJECT SPECIFICATIONS,INCLUDED,BUT DIMEN!iIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOANOT LIMITED TO THE FOLLOWING: MODEL GA CODE °°GA 2018&2021 INTERNATIONAL RESIDENTIAL CODE(IRC) NO. W L NAILS FLOOR (133) (160) REF. 2020&2021 RESIDENTIAL BUILDING CODE OF NEW YORK STATE 2021 ENERGY CONSERVATION CODE OF NEW YORK STATE LST MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE 000 2018 AMERICAN WOOD COUNCIL-2018 WOOD FRAME A 1 20 1 " 21 - 905 1205 1295 7, 40, 90 CONSTRUCTION MANUAL HIGH WIND EDITION NO. GA WL NAILS FLOOR0) (133) (160) REF. 2021 AMERICAN WOOD COUNCIL-FIRE DESIGN SPECIFICATIONS • 20221 AMERICAN WOOD COUNCIL-SPECIAL DESIGN PROVISIONS MODEL FASTENERS SPACING REF MSTA24 18 1 24 - 1025 1370 1640 °7, 40, 90 ,° o FOR WIND AND SEISMIC(SDPWS) TOTAL ALLOWABLE TENSION LOADS NAIL CODE AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7-16 N0. END . HOME ENERGY RATING SYSTEM(HERS INDEX RATING) (LENGTH L GA CUT LENGTH (TOTAL) (100) (133 / 160)2 oc. OF ROLL)__ IN A ROW) NOTE: ALL HANGERS TO BE USED ON THIS PROJECT CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 21" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE REFER TO CONSTRUCTION NOTES,AND DETAILS DIMENSIONS FASTENERS NOTED. FAILURE TO COMPLY WITH ALL NOTES e MODEL ON - ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION ° BUILDING SHELL INSULATION: OW N0. GA W H B HEADERS 10d 16d JOISTS AVG UPLIFT FLOOR 100 SN115 ROOF (125) CODE A LICENSE PROFESSIONAL ENGINEER, PLACES ULT. (133)(160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON Simpson Strong-Tie L U S 4 6 CEILING-FLAT: NA THE CONTRACTOR. ° LUS46 18 3V �r 2 4-16d 4-16d 6076 1140 1160 1000 — 1150 — SEALED ATTIC: R-35 CLOSED CELL INSULATION+ASSEMBLY 1250 7, 40, 127 ° CEILING-VAULTED: R-35 CLOSED CELL INSULATION+ASSEMBLY HUS210-2 14 3a' 94* 2 8-16d 8-16d 6076,11 55 2105 1650 — 1900 2065 1, 36, 84, 122 EXTERIOR WALLS: R-26 CLOSED CELL INSULATION+ASSEMBLY EXPOSED FLOOR: R-35 CLOSED CELL INSULATION+ASSEMBLY FASTENERS FOUNDATION WALLS: R-14 CLOSED CELL INSULATION MODEL AVG Fr (133)UPLIFT (133/160) REF. LATERAL CODE STU "— REFER TO HOME ENERGY RATING CERTIFICATE FOR ADDITIONAL REQUIREMENTS N0. GA ULT. TO RAFTERS TO PLATES TO STUDS 160 , s Iso SIMPSON HGAIOKT 14 4-SDS"xt;}" 4-SDS "x3" 1523 435 1 435 1165 940 TAKE—UP WASHER H6 Simpson Strong-Tie DETAIL "I" DETAIL "F" PROJECT: HD2A USE A MINIMUM OF CNW- PROPOSED ADDITION TWO 8d NAILS THIS COUPLER NUT SIDE OF TRUSS. �. • �. S & TOTAL FOUR 0 SE A MDJ4M IF TU ACCESSORY G ARAGE INAILS TWO 8d NAILS THIS SIMPSON INTD TRUSS SIDE OF TRUSS. � e MTS16MTS16 HDZA TAKE—UP WASHER TO THE TOTAL FOUR Sd NAILS GALLUCCI RESIDE NC AR x12 INTO TRUSS 1720 BAYSHORE ROAD SOUTHOLD, NEW YORK � II VE TWO F1 8 TO 0EI TANCHOR BOLTS ° EIGHT TWO ° 0 SP4 ' 8d NAIL 8d NAD- ST1OD Simpson Strong-Tie PLATES °° DETAIL "A" CNW— INTODRAWING TITLE: ® COUPLER NUT "P4 H7 EIGHT Bd NAILS M INTOp� STUD H�pson Strong-Tie • STU SIMPSON L S T A 21 SIMPS❑N GENERALNOTES °° • ° TAKE-UP WASHER LFTA 0 0 LSTA21 Strong-Tie TIE DOWN DETAILS LFTA HUS210-2 LFTA e e °°e SET: ISSUED FOR: DATE: ° BP ® 1 ISSUE FOR PERMIT ee• 04-27-2023 I•• DETAIL "D" DETAIL "G" DETAIL IlJ ff LTP4 Simpson Strong-Tie I ROD SYSTEM LTP4 DETAIL "L" e° i. LTP4 • 00 DETAIL "C" SEAL: DATE: i ° Simpson Strong-Tie ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY NO SUBSTITUTI❑NS APRIL 27, 2023 Floor-to-Floor Connections EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. • SHEATHING NOTES: All framing hardware shown on these plans, PROJECT NO: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST unless otherwise indicated, is Simpson Strong-Tie, 2022 -44 & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO No substitutions are approved or authorized. �oF NEW ro DRAWN BY: CMA LTP4 DETAIL "B" FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. '� ,DEAR ,p LTP4 Due to the relationships of framing hardware to � os�* CHECKED BY: JJD 1 SHEATHING TO BE NAILED TO CCA SILL r Simpson Strong-Tie ( ) the other components of the structure, any framing ; * � � 3�= �'� w SCALE: Floor-to-Floor Connections (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM hardware substitutions will render these plans m t 1/4" = V-0" (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES null and void, and will result in the installer/contractor 752 <v SHEET NUMBER: (4) SHEATHING TO BE NAILED TO TOP PLATE assuming responsibility for the design and �ARo S\ performance of the entire system, G_3 DOB NUMBER: OF JAMES J DEERKOSKI, PE OC DEERKOSKI + ARM DESIGN AND ENGINEERING DP Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments, DEC, FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. 1. ATS IS AN ASSEMBLAGE OF STEEL COMPONENTS, WHICH INCLUDE RODS, PLATES, COUPLER NUTS, TAKE-UP DEVICES AND NUTS. STUDS, POSTS AND BLOCKING ARE NOT SHIPPED WITH THE ANCHOR TIEDOWN SYSTEM. COMPRESSION MEMBERS NUT NOTE: NO SPLICE IN TOP PLATE IS PERMITTED 1 DEGREE MAX. k• tsa1GEN1NEFR1N oF=c SHOWN ARE THE MINIMUM SIZES BASED ON FULL SECTION MEMBERS, WITH THE SPECIFICATIONS NOTED BELOW, AND ARE THREADED ROD " END STUD SEE RUN INTERIOR STUDS TAKE-UP DEVICE W„ '.,,� . PLATE WITHIN 8 OF ATS ROD PER FLOOR SEE TABLE ASSEMBLY BASED ON LOADS MATCHING THE TENSION FORCE OF THE ROD UNLESS SPECIFIC INSTRUCTIONS OR COMPRESSION WASHER BELOW FORCES ARE PROVIDED BY THE DESIGNER. THE DESIGNER IS RESPONSIBLE FOR COORDINATION OF LUMBER SPECIFICATIONS, STUD AND POST DESIGN DUE TO CODE LOAD COMBINATIONS AND MODIFICATIONS (HOLES, NOTCHES, ETC) BEARING TAKE-UP DEVICE 1/4- RECOMMENDED TAKE-UP DEVICE DEERKOSKI ♦ ARM ASSEMBLY TO THE STUDS AND POSTS. ALL COMPRESSION LUMBER IS BASED ON THE FOLLOWING, UNO: DF-L PLATE TAKE-UP DEVICE ASSEMBLY DESIGN AND ENGINEERING D P C FLUSH MIN. Q AT PLUMB OF ANCHOR 2X4: DF-L ( ) TAKE-UP DEVICE BELOW BRIDGE BLOCK 1 6 LIBRARY AVE. SUITE C 2X6: DF-L SOLID BLOCKING 3X4: DF-L ASSEMBLY ROD WESTHAM PION BEACH NY 1 1978 CRIPPLE STUDS ROD 631-767-6071 CRAIG DASTUDIONT.COM 3X6: - ENGINEER OF RECORD: 4X: DF-L TOP PLATES ROD TOP LEVEL W BRIDGE BLOCK TOP PLATE DETAIL 6X: DF-L / ALL WOOD PLATES (TOP AND SOLE/SILL) ARE BASED ON THE FOLLOWING, UNO: DF-L BOLT HOLE OVERSIZED 1/4' MAX COUPLER WITH F'cperp = 1325 PSI END STUDS SEE RUN INTERIOR STUDS - z MAXIMUM D N li I I I li -�' II I I I it II I i l 2. SIMPSON STRONG--TIE IS PROVIDING THE ANCHOR TIEDOWN SYSTEMS TO MEET THE ATS MODEL SPECIFICATION OR MODEL COMPENSATION 1 DEGREE MAX. THREADED ROD W (IN) L (IN) ROD E N G I N E E R I N G DESIGN FORCES PROVIDED AND DETERMINED BY THE DESIGNER. SIMPSON STRONG-TIE HAS NOT CONFIRMED AND IS No. (IN) TAKE-UP DEVICE PER FLOOR SEE TABLE SIZE (IN) ASSEMBLY ROD structural engineering services consulting NOT RESPONSIBLE FOR ANY OF THE DESIGN, ENGINEERING, CALCULATIONS OR DERIVATION OF STRUCTURAL FORCES BELOW ATUD5 5/8 1 3/8 1 7/8 3/4 COUPLER RELATED TO THE BUILDING. THE DESIGNER IS RESPONSIBLE FOR EVALUATING THE EFFECTS OF LUMBER SHRINKAGE AND COMPRESSION MEMBERS TOP LEVEL ATS ELONGATION ON SHEARWALL DRIFT. SIMPSON STRONG-TIE HAS NOT CONFIRMED AND IS NOT RESPONSIBLE FOR ATS-RTUD6-2 3/4 1 3/4 3 1/8 2 TAKE-UP DEVICE JAMES J.DEERKOSKI P.E. VERIFYING THE SHEARWALL SYSTEM'S ADHERENCE TO BUILDING CODE DRIFT REQUIREMENTS OR ITS PERFORMANCE IN ASSEMBLY 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 CONSIDERATION OF' STRUCTURAL DEFORMATION COMPATIBILITY. THESE DRAWINGS ARE SPECIFIC TO ATS AND AREN'T ATS-ATUD9 1 1/8 2 1/8 2 1/4 1 ASYMMETRICAL STUD CONVERSION APPLICABLE TO OTHER MANUFACTURER TE DOWN SYSTEMS. ATS-TUD9 1 1/8 2 1/8 2 1/4 1 ROD SYMMETRICAL ASYMMETRICAL CONFIGURATION WNERSHIP&USE OF DOCUMENTS: CL AT PLUMB OF ANCHOR RIM JOIST 3. LUMBER SPECIFICATIONS BETWEEN THESE DRAWINGS AND THE PROJECT STRUCTURAL DRAWINGS MAY VARY AND RESULT ATS-ATUD9-2 1 1/8 2 1/8 3 7/8 2 COUPLER LAYOUT END OF WALL INTERIOR SIDE These drawings and specifications including the ideas,design and IN LOWER ALLOWABLE COMPRESSION CAPACITIES. THE DESIGNER IS RESPONSIBLE FOR REVIEW AND ACCEPTANCE OF BELOW COMPRESSION MEMBERS Z�±SOUD BLOCKING TO arrangements represented therein,are the property of Deerkoski+ 1 2x4 2 2x4 1 2x4 ATS-AlUD9-3 1 1 8 2 1 8 5 3 NUT NOTE ROD ( ) ( ) ( ) No part thereof shall be copied,disclosed to others or used in THE ATS INSTALLATION DRAWING LUMBER SPECIFICATIONS. / / EXPEND TO OUTERMOST Arm Design&Engineering,DPC. BOTTOM LEVEL STUDS; ATS-TUD10 1 1/4 2 3/8 2 1/4 1 (2) 2x4 (2) 2x4 (2) 2x4 4. THE TAKE-UP DEICE CONFIGURATIONS SHOWN ON THIS SHEET ARE FOR ILLUSTRATIVE PURPOSES ONLY. REFER TO THE / / / A 1 DEGREE MAXIMUM OFFSET OF SEE DETAIL 7 connection with any work or project other than for which they have ATS-ATUD14 1 3 4 2 7 8 2 1 4 3 4 TAKE-UP DEVICE ASSEMBLY 3 2x4 2 2x4 4 2x4 been prepared without written consent. ELEVATIONS ON THE SUBSEQUENT PAGES FOR TAKE-UP DEVICE CONFIGURATIONS BASED ON FRAMING CONDITIONS / / / / THE ROD IS PERMITTED AT EACH ( ) ( ) ( ) PARTICULAR TO EACH PROJECT OR PER DESIGNERS SHRINKAGE SPECIFICATIONS RTUD3 3/8 1 7/8 15/16 NO LIMIT LEVEL (4) 2x4 (2) 2x4 (6) 2x4 Drawings&specifications,as instrucments of professional service, COUPLER are and shall remain the Property of the engineer. 5. CONTRACTOR OR INSTALLER OF ATS SHALL CUT RODS TO LENGTH AS REQUIRED. RTUD4 1/2 1 7/8 15/16 NO LIMIT - (5) 2x4 (2) 2x4 (8) 2x4 ALLOWABLE HORIZONTAL OFFSET ANCHOR BOLT AS OLD HARMLESS: 6. DO NOT WELD PRODUCTS LISTED UNLESS THESE DRAWINGS SPECIFICALLY IDENTIFY A PRODUCT AS ACCEPTABLE FOR RTUD4B 1/2 2 1 4 1 NO LIMIT COUPLER / / SOLID BLOCKING CONTINUOUS PLATE HEIGHT OFFSET SPECIFIEDA- 6 2x4 2 2x4 10 2x4 WELDING, OR UNLESS SPECIFIC APPROVAL FOR WELDING IS PROVIDED BY SIMPSON STRONG-TIE OR ENGINEER OF ROD SILL PLATE ( ) ( ) ( ) Deerkoski+Arm Design&Engineering,DPC,and there Associated RECORD. SOME STEELS HAVE POOR WELDABILITY AND A TENDENCY TO CRACK WHEN WELDED. CRACKED STEEL WILL RTUD5 5/8 3 1/2 1 7/16 NO LIMIT BETWEEN OUTSIDE EDGES OF 4'-4" (BRIDGE BLOCK) 7/8" (7) 2x4 (2) 2x4 (12) 2x4 Engineer,are not overseeing the construction of this building NOT CARRY LOAD AND MUST BE REPLACED. WIDEST POSTS ABOVE OR BELOW The use of these drawings by any contractor,subcontractor,builder, RTUD6 3/4 3 1/2 1 7/16 NO LIMIT 8'-0" 1 5/8" a. . (8) 2X4 (2) 2x4 (14) 2x4 tradesman or worker shall instigate a Hold Harmless Agreement TYP • •• •• ; • v END STUDS between the drawing user and Deerkoski+Arm Design&Engineering, 7. FULLY ENGAGE EACH ROD INTO THE SPECIFIED COUPLING NUT OR CTUD UNTIL EACH ROD CAN BE SEEN FULLY IN THE ( ) 91-0. 1 7/8 ' • ' . : .. '• ! ' ': SEE TABLE INTERIOR STUDS - SEE TABLE WITNESS HOES OR POSITIVE STOP HAS BEEN ACHIEVED. NOTES (9) 2x4 (2) 2x4 (16) 2x4 DPC. 1. CODE APPROVALS: ICC-ES ESR 2320; LA RR25643; FL 10007 10'-0" AND GREATER 2" •' ` '� � ••, •' SEE RUN76 STUDS MAX DIFTI:RENCE BETWEEN LEVELS The user shall in fact agree to hold Deerkoski+Arm Design& NOTE: ALTERNATE BLOCKING 10 2x4 2 2x4 18 2x4 Engineering DPC harmless for any responsibility in regard to the 8. INSTALL NUTS AND ISOLATOR NUTS SNUG TIGHT, PLUS AN ADDITIONAL 1/2 TURN. ALLOWED W/ SOLID BLOCKING e ( ) ( ) ( ) construction means,methods,techniques,sequences or procedures, 9. IN THE EVENT OF A DISCREPANCY BETWEEN THE STRUCTURAL DRAWINGS AND THESE INSTALLATION DRAWINGS, THE ® EQUALING FULL WIDTH OF WIDEST (11) 2x4 (2) 2x4 (20) 2x4 and for any safety precautions and programs in connection with the STRUCTURAL DRAWINGS ALWAYS GOVERN. IL J ACTIVATION 1 0 ALLOWABLE ROD D 0 F FS ET ROD work and further shall hold Deerkoski+Arm Design&Engineering DPC m �k PIN POSTS ABOVE OR BELOW PLACED (12) 2x4 (2) 2x4 (22) 2x4 harmless for the costs and problems arising from the negligence of the ON EA SIDE OF ROD W 3" MAX o contractor,subcontractor,tradesman or workman. 10. SIMPSON STRONG-TIE HIGHLY RECOMMENDS THAT APRE-CONSTRUCTION MEETING BE HELD PRIOR TO PLACEMENT OFL / o I NOTES; The use of these drawings also implies that Deerkoski+Arm Design& CONCRETE TO ASSIST IN THE INSTALLATION PROCESS AND VERIFY QUANTITIES. TO COORDINATE THIS MEETING, CALL W- ' SPACING BETWEEN BLOCKING COMPRESSION a N H 1. SYMMETRICAL LAYOUT CONFIGURATIONS ARE THE Engineering DPC,shall take no responsibility for the plan user's failure MEMBERS ON A NUMBER OF COMPRESSION MEMBERS REQUIRED ON to carry out the work in accordance with the drawing contract documents SIMPSON SALES A T 800-999-5099. RTUD �t'- W �F EACH SIDE OF ROD. or any and all applicable building codes and manufacturer's (A)TU EITHER SIDE OF 2. 2x6 MEMBERS SIMILAR specifications. INSTALLATION (TUD OR ATUD). STRONG ROD PLANS ARE NOT FOR CONSTRUCTION WITHOUT SUBSTANTIATION OF REVIEW BY 1. PLACE TAKE-UP DEVICE OVER ROD FROM LEVEL BELOW ONTO APPROPRIATE BOLT HOLE: OVERSIZED 1/4" ODE COMPLIANCE NOTES: THE RESPONSIBLE DESIGNER AND THE GOVERNING BUILDING JURISDICTION. BEARING PLATE. MAX STRUCTURAL DESIGN SHALL CONFORM TO"CLIMATIC& 2. INSTALL PLATE WASHER ON TOP OF TUD OR ATUD, AND SECURE THE NUT NAIL TO EA STUD W/ ASYMMETRICAL COMPRESSION MEMBER RULES ON TOP BY FINGER TIGHTENING PLUS AN ADDITIONAL 1/2 TO 1 3 TURN SEE RUN DESIGNER SPECIFIED EDGE GEOGRAPHIC DESIGN DATA"PER R301.2 RCNYS.TO BE / / 1. MAXIMUM SPACING BETWEEN END STUDS AND INTERIOR STUDS SHALL NOT EXCEED SPACING SPECIFIED IN DESIGNED TO MEET 130mph WIND LOADS. WITH WRENCH. DETAILS NAILING SPACING X TOTAL JOB SPECIFIC RUN DETAILS " 3. REMOVE ACTIVATION PIN. ALL STRUCTURAL AND MECHANICAL DRAWINGS SHALL NUMBER OF STUDS BUT 2. MAXIMUM SPACING BETWEEN END STUDS AND INTERIOR STUDS SHALL NOT EXCEED 6 WHERE A FLOOR INSTALLATION (RTUD) FLOOR LEVEL _ CONFORM TO THE PROJECT SPECIFICATIONS,INCLUDED,BUT 1 GENERAL NOTES AND CONDITIONS 0 F USE ( NOT TO EXCEED 12 O.C. CONDITION)H A RIM JOIST OR RIM BLOCKING IS NOT PRESENT (LEDGER OR TOP CHORD BEARING TRUSS 2NOT 018& ITEDIN O THE INTERNATIONALFOLLOWING: ESIDENTIAL CODE(IRC) 1. RTUD MUST BE INSTALLED ON TOP OF BPRTUD BEARING PLATE AND !T COMPRESSION MEMBERS NAILING ® 12" O.C. 2020&2021 RESIDENTIAL BUILDING CODE OF NEW YORK STATE FASTENED THROUGH THE BEARING PLATE TO WOOD PLATES WITH (2)8dX1 }¢ 3. TOP PLATE AND STRAP TERMINATIONS SHALL USE TWO END STUDS ALL LEVELS 2021 ENERGY CONSERVATION CODE OF NEWYORK S THREADED COMPENSATION MIN NAILS OR (2)#9X1 Y2 STRONG-DRIVE® SD SCREWS FOR RTU113 & SYMMETRICAL STUDS ASYMMETRICAL STUDS 4. BRIDGE BLOCK TERMINATIONS SHALL USE TWO END STUDS AT THE UPPERMOST LEVEL WHEN A SINGLE 2018 AMERICAN WOOD COUNCIL-22018 WOOD FRAMETATE W MODEL NO. ROD SIZE (IN) W (IN) L (IN) (IN) RTUD4 AND (2)8DX2 XYZ MIN NAILS OR (2)#9X2 X STRONG-DRIVE SD CRIPPLE IS SPECIFIED AND SHALL USE ONE END STUD IF A DOUBLE CRIPPLE IS SPECIFIED (SEE JOB CONSTRUCTION MANUAL HIGH WIND EDITION 'I ATS-CTUD55 5/8-5/8 1 7/8 5 SCREWS FOR RTUD5 & RTUD6 ROD 11 SHEARWALL EDGE NAILING SPECIFIC RUN DETAILS FOR CRIPPLE SPECIFICATIONS); ALL OTHER LEVELS SHALL USE TWO END STUDS 2021 AMERICAN WOOD COUNCIL-FIRE DESIGN SPECIFICATIONS O ATS-CTUD65 3/4-5/8 2 5 1/2 (FDS) / 4 TAKE U P DEVICE (TUD) COUPLER 5. ADDITIONAL LUMBER SHOULD BE ADDED AT THE UPPERMOST LEVEL AS NEEDED FOR END OF WALL FRAMING 2021 AMERICAN WOOD COUNCIL-SPECIAL DESIGN PROVISIONS ATS-CTUD66 3/4-3/4 2 5 1 2 6. A MINIMUM OF ONE INTERIOR STUD IS REQUIRED AT ALL LEVELS FOR WIND AND SEISMIC(SDPWS) ATS-CTUD75 7/8-5/8 2 5 1/2 7. AT ANY FLOOR LEVEL., A MAXIMUM OF 6 ADDITIONAL STUDS MAY BE USED AT THE INTERIOR STUDS AS AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7-16 WITNESS TTIN ANCHORFOR TENSION ONLY Y RATING SYSTEM(HERS INDEX RATING) HOLES ATS-CTUD76 7/8-3/4 2 5 1/2 1 ROD DIA. WASHER O.D. 2x STUD COMPARED TO THE INTERIOP. STUD PACK ABOVEMODEL No. OVERSIZE SILL HOLE TO AVOID 8. SEE DETAIL 11 FOR SHEAR WALL EDGE NAILING REFER TO CONSTRUCTION NOTES,AND DETAILS EA SIDE ATS-CTUD77 7/8-7/a 2 5 1/2 (IN) (IN) CONTACT WITH SILL OF CTUD ATS-CTUD87 1-7/8 2 1/2 6 1/8 ATS-IN5-KT 5/8 USE SIMPSON SSP IF POSITIVE BUILDING SHELL INSULATION: ATS-CTUD88 1-1 2 1/2 6 1/8 ® SILL PLATE CONNECTION OF POST TO SOLE [L5hSYMMETRICAL COMPRESSION MEMBER DESIGN CEILING-FLAT: NA ACTIVATION ATS-IN6-KT 3/4 PLATE IS NOT AVAILABLE �- ATS-CTUD97 t 1/8-7/8 2 1/2 6 1/8 SEALED ATTIC: R•35 CLOSED CELL INSULATION+ASSEMBLY PIN ATS-CTUD98 1 1/8-1 2 1 2 6 1/8 ATS-IN7-KT 7/8 3 1 8 • CEILING-VAULTED: R-35 CLOSED CELL INSULATION+ASSEMBLY / / / / / FOUNDATION AND REINFORCING BY ° " • EXTERIORWALLS: R-26 CLOSED CELL INSULATION+ASSEMBLY ATS-CTUD99 1 1/8-1 178---2172---6-178- ATS-IN8-KT 1 DESIGNER ° • EARING PLATE PER RUN DETAILS{ EXPOSED FLOOR: R-35 CLOSED CELL INSULATION+ASSEMBLY d I FOUNDATION WALLS: R-14 CLOSED CELL INSULATION INSTALLATION ISOLATOR NUT ATS-IN9-KT 1 1/8 `' COMPRESSION 1. THREAD THE CTUD ONTO THE THREADED ROD BELOW, POSITIONING IT WITH ACTIVATION 9 REFER TO HOME ENERGY RATING CERTIFICATE FOR ADDITIONAL REQUIREMENTS PIN FACING OUT. ANCHOR BOLT AS SPECIFIED a MEMBERS 2. THREAD THE ROD ABOVE INTO THE CTUD. RODS ARE INSTALLED CORRECTLY WHEN SOLE PLATE VISIBLE THROUGH THE WITNESS HOLES. DO NOT REMOVE ACTIVATION PIN UNTIL THE ISOLATOR NUT AT • ° DI1oLE ANY LEVEL ABOVE FOUNDATION � CTUD ISOLATOR NUT (IN) IS INSTALLED AT LEVEL ABOVE. WBP SHEATHING 3. SECURE ROD AT LEVEL ABOVE WITH BEARING PLATE AND ISOLATOR NUT. ATTACH CTUD NOTES AND NAILING COUPLER PROJECT: ISOLATOR NUT TO SOLE PLATE WITH PROVIDED SCREW. INSTALL #8x3" 1. SIMPSON STRONG-TIE ASSUMES 6" MINIMUM ANCHOR BOLT PROJECTION TO ROD 4• REMOVE ACTIVATION PIN AFTER LEVEL ABOVE IS SECURED WITH ISOLATOR NUT. SCREW (PROVIDED) BEARING PLATE DETERMINE ROD LENGTHS ABOVE CONCRETE SURFACE UNLESS NOTED 12 OPTIONAL SSP WHEN STUD IS OVER PLATE 5• THE CTUD MAY BE INSTALLED IN EITHER DIRECTION. THROUGH ISOLATOR OTHERWISE BY THE DESIGNER. IF THIS VARIES, COORDINATE WITH SIMPSON NUT AND BEARING PER DETAIL 6 STRONG-TIE PRIOR TO SHIPMENT OF RODS MINIMUM OF 2 Y2" CLEARANCE REQUIRED VPROPOSED ADDITION PLATE INTO WOOD BETWEEN TOP OF ROD AND BOTTOM OF ROOF ATS PLATE DIMENSIONS COMPATIBLESDS SCR �c 2 COUPLING TAKE U P DEVICE (CTUD) PLATE 7 INSTALLATION D ETAI L n MODEL W L t D hole ROD DIA LENGTH •• DECK AT TIME OF INSTALLATION. WHERE ROD 1/4 RECOMMENDED (IN) (IN) (IN) (IN) (IN) (IN) WOOD BEAM ACCESSORY GARAGE IS REQUIRED TO BE CUT, RECOMMENDED (FLUSH MIN.) WBP4-3X3.5 3 3 1/2 1/2 1/2 1/2 3 SEE PLAN TO THE 1/4" ABOVE THE RTUD OR HEX NUT WBP PLATE L 5 ISOLATOR NUT D ETAI L TAKE-UP DEVICE - ROD DIA. FULL THREAD STRONG-ROD SMOOTH SHANK ASSEMBLY _ WBP5-3x3.5 3 3 1/2 1/2 5/8 5/6 3 GA L L U C C I RESIDENCE IN MODEL EA MODEL N0. WBPs-3X5.5 3 5 1/2 1/2 3/4 3/4 3 rl WBP7-3X6.5 3 8 1/2 7/8 7/8 7/8 41/2 „ SDS SCREW ( ) 12" L1 1/4 RECOMMENDEDTT MID) 1720 BAYSHORE ROAD ATS PLATE DIMENSIONS STRAPS WBPB-3X12 3 12 1 1/4 1 1 4 t/2 SOUTHOLD, NEW YORK 1/2 R4 _ �71 (FLUSH MIN.) MODEL W L t D hole WBP8-3X15 3 15 1 5/8 1 1 4 1/2 NUT 5/8 RS MODEL NUMBER SRtONG-ROD ,z`123456 (IN) (IN) (IN) (IN) WBP6-5X5.5 5 5 1/2 1/2 1 1 4 1/2 3 4 R6 - CUT LENGTH WBP9-5X8.5 5 8 1/2 7/8 1 1/8 1 1/8 4 1/2 / UNC THREADS ATS-BP5-3x3.5 3 3 1/2 3/8 11/16 PER RUN DETAILS WBP9-5x12 5 12 1 1/4 1 1/8 1 1/8 4 1/2 7/8 R7 - STRONG-ROD L (ft) L1 (ft) ATS-BP5-3x5.5 3 5 8 112 5 1 16 SEE DETAIL 4 FOR FASTENING ROD PER �� 1 R8 - / / / WBP10-5X12 5 12 1 1/4 1 1/4 1 1/4 4 1/2 INFORMATION OF RTUD TO PLATES SCHEDULE 3 to 5 1 ATS-BP5-5x5.5 5 5 1/2 3/4 11/16 NOTES: DRAWING TITLE: 1 1/8 R9 - 6 to 12 4 ATS-BP6-3x5.5 3 5 1/2 5/8 13/16 13 TAKE-UP DEVICE INSTALLATION AT TOP LEVEL 2, THREAD HEX NUTHREAD ROD TUGH WEIP ONTOROD ANDETIGHTEN AGAINST WBP PLATE 1 1/4 R10 - ATS-BP6-5x5.5 5 5 1/2 5/8 13/16 3. FASTEN ROD AND WBP PLATE ASSEMBLY TO WOOD BEAM WITH (2) SDS SCREWS (PROVIDED AS A KIT); GENERAL NOTES 1 3/8 R11 - L ATS-BP7-3x5.5 3 5 1/2 5/8 15/16 BRIDGE BLOCK PER SEE TABLEFOR SDS SCREW LENGTH RUN DETAILS 1 1/2 R12 - 01.75 TIE DOWN DETAILS A ATS-BP7-5x5.5 5 5 1/2 5/8 15/16 FULL HEIGHT DO NOT NAIL 16 WOOD BEAM BEARING PLATE 1 3/4 R14 - � 1. VERTICAL STRAPS ARE SOLD SEPARATELY, UNO. BRIDGE BLOCK ATS-BP8-3x5.5 3 5 1/2 1/2 1 1/16 2. WHEN STRAPS OCCUR WITH ATS, REFER TO THE STRUCTURAL DRAWINGS AND STUDS EA SIDE EXCEPT TOE NAIL 2 R16 - F-- ATS INSTALLATION DETAILS. W/ EDGE NAILING SET: ISSUED FOR: DATE: ATS-BP8-5x5.5 5 5 1/2 1/2 1 1/16 TO CRIPPLE STUDS ATS PLATE DIMENSIONS OMPATIBLE ATS PLATE DIMENSIONS COMPATIBLE 5 g HSR°i SR5H w 3. REFER TO THE APPLICABLE CODE FOR MINIMUM NAIL EDGE AND END SPECIFIED BY MODEL W L t D TAKE-UP MODEL TAKE-UP / 2 TYP hole DEVICE W L t D hole DEVICE 1 1/8-7 MODEL NUMBER STRONG-ROD �123458 ATS-BP9-3x5.5 3 5 1/2 5/8 1 3/16 DISTANCES. w DESIGNER NAILS PER RUN (IN) (IN) (IN) (IN) SERIES (IN) (IN) (IN) (IN) SERIES 1 ISSUE FOR PERMIT 04-27-2023 3/4 HSREi SR6H / 1/4 MIN 1/4 MIN PL5-3X3.5 3 31/2 3/8 11/16 BPRTUD3-4 3 3 1/4 5/8 UNC THREADS ATS-BP9-5x5.5 5 5 1/2 5/8 1 3/16 52 MIN HEIGHT DETAILS 7/8 HSR7 SR7H PL5-3X5.5 3 5 1/2 1/2 11/16 BPRTUD3-4B 3 3 1 2 1 4 5 8 STRONG-ROD XL ATS-BP10-3x5.5 3 5 1/2 1/2 , 5/16 8 T. STRAP TRANSITION / / / 1 HSR8 SR8H / / / o PL6-3X3.5 3 31/2 3/8 13/16 BPRTUD5-6A 3 41/2 1/4 1 RTUD ATS-BP10-5x5.5 5 5 1/2 1/2 1 5/16 ° PL6-3X5.5 3 51/2 1/2 13/16 BPRTUD5-6B 3 51/2 1/2 1 1 1/8 HSR9 SR9H STRONG-ROD3 ° SPACING PER ROD DIA COLOR ATS-12 CAGE RUN DETAILS BPRTUD5-6C 3 7 1/2 3/4 SCHEDULED PL9-3X5.5 3 5 1/2 1/2 1 3/16 1 XL A L ATS-BP10-3x9 3 9 1 1 5/16 /CODE ° CRIPPLE STUDS PL9-3X8.5 3 8 1/2 7/8 1 3/16 1 1/4 HSR10 SR10H MODEL N0. IN. MODEL D H w AND COMPONENTS ROD 1 3/8 HSR11 SR11H SR9H/14-5 1 3/4-1 1/8 6" 6'-0" ATS-BP10-3x12 3 12 1 1/2 1 5/16 (IN) (IN) (IN) ° 1" MIN END DIST PL14-3X8.5 3 61/2 7/8 t 13/16 / 1 1/2 HSR12 SR12H SR9H/14-7 1 3/4-1 1/8 2 1/2" 7'-5" ORANGE ATS-BP10-3x15 3 15 1 3/4 1 5/16 ATS-1/2-26 2 16 3 E�Ey PL9-3x12 3 12 1 1/4 1 3/18 9 w " ATS-BP10-5x9 5 9 1 1 5/16 BRIDGE BLOCK NOTES PL14-3X12 3 12 1 1/4 1 13/16 1 HSR1SR14H SR9H150/14-7 1 3/4-1 1/8 2 1/2 7-5 ATS-1/2-2C 2 16 3 1. CRIPPLE STUDS SHALL BE 2X MEMBERS 2CRIPPLE STUDS SHALL BE NAILED TO FULLLY AND BE EIGHT STUDSLD PER ELEVATION DRAWINGS AND DETAILS ABOVE. PL10 3X15 3 15 1 1/2 1 5/16 DHOLE ATUD/TUD 2 2 HSR16 SR16H ATS-BP10-5x12 5 12 1 1/2 1 5/16 STEEL BEA .PER IF (2) CRIPPLES ARE REQUIRED ON EACH SIDE OF ROD, NAIL CRIPPLE ADJACENT TO FULL HEIGHT STUD 1 1/8 HSSR9H150 SR9H150 NOTES I f ATS-1/2-2D 3 16 3 DESIGNER WITH SCHEDULED NAILS AND NAIL INNER CRIPPLE WITH h OF THE SCHEDULED NAILS. IF (3) CRIPPLES PL14-3x15 3 t5 t 1/2 t t3/1s PRTU l H ARE REQUIRED ON EACH SIDE OF THE ROD, NAIL CRIPPLE ADJACENT TO FULL HEIGHT STUD WITH PLI4-5X5 5 5 1/2 1/2 1 3/18 � SEAL: DATE: 1 1/4 HSSR10FI150 SR10H150 1• FULLY THREADED AND STRONG-ROD IS UNCOATED OR PLAIN ATS-1/2-2E 3 16 3 SCHEDULED NAILS AND THE MIDDLE CRIPPLE WITH % OF THE SCHEDULED NAILS AND THE INNER MOST PL14-5X5.5 5 5 1/2 t/2 t 13/16 APRIL 27, 2023 BLACK STEEL. O CRIPPLE WITH Y3 OF THE SCHEDULED NAILS. PL9-5X6.5 5 6 1/2 7/6 1 3/16 2. STRONG-ROD MODEL DESIGNATION: THE NUMBER FOLLOWING 3. CRIPPLE STUDS MAY BE NAILED TO FULL HEIGHT STUDS FROM EITHER SIDE PL14-5X8.5 5 8 1/2 7/6 1 13/16 ATS-SR(#) REPRESENTS THE ROD DIAMETER IN 1/8" (i.e. 4. IF BRIDGE BLOCK IS SOLID SAWN, IT MUST BE A MINIMUM #1 GRADE; SCL IS ALSO ACCEPTABLE PLs-5X12 5 12 1 1/4 1 3/16 DHOLE PROJECT NO: ATS-SR5H IS A 5/8" DIAMETER HIGH STRENGTH ROD). 5. FOR SDS SCREW OPTIONS, CONTACT SIMPSON STRONG-TIE PL10-5X12 5 12 1 1/4 1 5/16 PL PLATES 2022 -44 3• STRONG-ROD XL ARE 1 3/4" DIA WITH 1 ON. THREADED 6. ROD LENGTH AT BRIDGE BLOCK LEVEL BASED ON 52 HEIGHT ABOVE SUBFI-OOR. ADDITIONAL ROD LENGTH ENDS AND ARE USED TO REDUCE ELONGATION. WILL BE REQUIRED FOR BRIDGE BLOCK HEIGHTS ABOVE 52" OF NE(ti DRAWN BY: 3 STRONG--ROD 6 BEARING PLATES FOR CTUD 9 ATS WELDABLE CAGES 14 ALT. BRIDGE BLOCK DETAIL 17 BEARING PLATES FOR ATUD/TUD AND RTUD DEER y� CMA �P��S � frp�� CHECKED BY: JJD ww SCALE: 1/411 = 1'-011 5�� 4� SHEET NUMBER: AROFES O P G.4 DOB NUMBER: OF JAMES J DEERKOSKI, PE © OEERKOSKI + ARM DESIGN AND ENGINEERING OP Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments, DEC, FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. ... ww..,.., a .. .., .. , (D RPS28(16 GAUGE)TO REINFORCE TOP PLATE,AND © O PSPN516Z f� s.l « P.a ( " ` f'�R HSS2-SDS1.5 16 GAUGE HEAVY STUD SHOES TO REINFORCE RPS28Z 16 GAUGE TO REINFORCE SILL PLATE. ( ) ® • • ,; CSEsIr"aN Lis ENGINEERING CPC ( ) AND PROTECT SINGLE 2X STUDS WHERE PIPE IS LOCATED.USES MSTC • • � �o €; INTERNATIONAL RESIDENTIAL CODE-2006/2009/2012R602.6.112SDS1/4X11/2 SCREWS(INCLUDED). RPS28O I INTERNATIONAL BUILD(NG CODE-2006/2009/2012 2308.9.8 ° • INTERNATIONAL RESIDENTIAL CODE-2006/2009/2012 R602.6 AND M1308.2 INTERNATIONAL BUILDING CODE-2006/2009/2012 2308.9.10&2308.9.11 �. O rm INDEERKOSKI ARM TERNATIONAL PLUMBING CODE-2006/2009 305.5(2012-305.6) ""''` PSPN516Z(16 GAUGE Z11 )AT TOP OR BOTTOM PLATES o INTERNATIONAL RESIDENTIAL CODE-2006/2009/2012 P2603.2.1, (INTERNATIONAL MECHANICAL CODE-2006/2009/2012 305.5 0 o E e e O o DESIGN AND ENGINEERING D IRC ° O ° ° 0 o R602.6.1 AND M1308.2 TS218 o INTERNATIONAL BUILDING CODE-2006/2009/2012 2308.9.8 O HSS2-3-SDS3(16 GAUGE)HEAVY STUD SHOE FOR O WATER • 0 1 6 LIBRARY AVE. SUITE C INTERNATIONAL PLUMBING CODE-2006/2009 305.5(2012-305.6) TRIPLE 2X STUD.USES 12 SDS1/4X2 SCREWS(INCLUDED). OR 5" e o WESTHAMPTON BEACH NY 1 1 978 INTERNATIONAL MECHANICAL CODE-2006/2009/2012305.5 INTERNATIONAL RESIDENTIAL CODE-2006/2009/2012 R602.6 AND M1308.2 VENT i 631-767-6071 CRA10@CASTUDIDNIT.C0M INTERNATIONAL BUILDING CODE-2006/2009/2012 2308.9.10&2308.9.11 PIPE O3 9 ENGINEER OF RECORD: PSPN58Z(16 GAUGE ZMAXT"')AT TOP OR BOTTOM PLATES INTERNATIONAL PLUMBING CODE-2006/2009 305.5(2012-305.6) ND i # INTERNATIONAL RESIDENTIAL CODE-2006/2009/2012 P2603.2.1 AND M1308.2 INTERNATIONAL MECHANICAL CODE-2006/2009/2012 305.5 FLOOR INTERNATIONAL PLUMBING CODE-2006/2009 305.5(2012-305.6) 4 O INTERNATIONAL MECHANICAL CODE-2006/2009/2012 305.5 ® MSTC(16 GAUGE)AT TOP PLATE 16 5/16" - - r -III - -_ INTERNATIONAL RESIDENTIAL CODE-2006/2009/2012 R602.6.1 O I ° O NS/NSP-NAIL STOPS TO PROTECT PIPING INTERNATIONAL BUILDING CODE-2006/2009/2012 2308.9.8 NS1 SS1.5 FROM DRYWALL NAILS OR SCREWS. O ® • 0 • _ ) E N G I N E E R I N G INTERNATIONAL RESIDENTIAL CODE-M1308.2 AND P2603.2.1 CTS218(14 GAUGE)TO REINFORCE TOP-PLATE FOR BOTH COMPRESSION NS1 structural engineering services • consulting CHAPTER 3 OF THE NATIONAL ELECTRIC CODE-"...BORED HOLES FOR AND TENSION FORCES WIRING SHALL BE 1.25"FROM THE EDGE OF A JOIST,STUD OR RAFTER OR SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC-2005/2008 4.1.4 SHALL BE PROTECTED WITH A 16 GAUGE(.0625 THICK)STEEL PLATE." INTERNATIONAL RESIDENTIAL CODE-2006/2009/2012 R602.6.1 1 ® I JAMES J.DEERKOSKI P.E. INTERNATIONAL PLUMBING CODE-2006/2009/2012 305.8 INTERNATIONAL BUILDING CODE-2006/2009/2012 2308.9.8 �© NS1 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 INTERNATIONAL MECHANICAL CODE-2006/2009/2012305.5 ' HSS2- HVAC CHASE WNERSHIP&USE OF DOCUMENTS: O SS1.5(16 GAUGE)STUD SHOES REINFORCE AND PROTECT PLUMBING IN 2X. HVAC CHASE IN SUPPLY SDS1.5 (2)ADJACENT i LINES STUD BAYS BOTTOM PLATE TOP PLATE INTERNATIONAL RESIDENTIAL CODE-2006/2009/2012 R602.6 AND M1308.2 EXTERIOR OR LOAD DIMENSIONS (12-16d NAILS) (16-16d NAILS) These drawings and specifications including the ideas,design and INTERNATIONAL BUILDING CODE-2006/2009/2012 2308.9.10&2308.9.11 BEARING WALL MODEL GA ALLOWABLE LOAD ALLOWABLE LOAD arrangements represented therein,are the property of Deerkoski+ INTERNATIONAL PLUMBING CODE-2006/2009 305.5(2012-305.6) HSS2-3-SDS3 NO DF/SP SPF/HF DF/SP SPFIHF Arm Design&Engineering,DPC. W , L 160 160 160 160 No part thereof shall be copied,disclosed to others or used in ELECTRICAL 7 EVE FASTENERS PSPN516Z CIN GAUGE ZMAX )AT TOP PLATES PSPN516Z 16 5 16 5/16 1365 1180 1820 1575 connection with any work o i project other than for which they have INTERNATIONAL MECHANICAL CODE-2006/2009/2012305.5 WIRING EVERY 16" TM ; INTERNATICNAL RESIDENTIAL CODE-2006!2009/2012 P2603.2.1,R602.6.1 AND M1308.2 been prepared without written consent. 0 4 NS ; I INTERNATIONAL BUILDING CODE-2006/2009/2012 2308.9.8 R INTERNATIONAL PLUMBING CODE-2006/2009 305.5(2012-305.6) 1. To meet the prescriptive IRC requirements 16d box nails(0.135"dia X 3'f')may be used. • `PSPN516Z q LOAD BEARING WALL � Allowable tension load is 0.75 of table loads when installed with 16d box nails. Drawings&specifications,as instrucments of professional service, INTERNATIONAL MECHANICAL CODE-2006/2009/2012 305.5 are and shall remain the Property of the engineer, PSPN58Z O (WITH HVAC CHASE) 2. Nails:16d=0.162"dia.x 3�"long. O ; PSPN516Z(16 GAUGE ZMAXT1A)AT BOTTOM PLATE. OLD HARMLESS: RPS28Z ;_ INTERNATIONAL BUILDING CODE-2006/2009/2012 SECTION 2308.9.8 O 5.5(2012-305.6) _.._..._ .. .... ... _... _.. . _,...-_.._.. _. -_.. _,. _._.._... _...... ......._. _,...__. _._.__. - _ ....._..__ .. . _, „ ... __... _.., __„._. _ INTER 5.5 Associated INTERNATIONAL PLUMBING CODE 2006/2009 SECTION 30 Deerkoski+Arm Design&Engineering,DPC and there NATIONAL MECHANICAL CODE 2006/2009/2012 30 Engineer,are not overseeing the construction of this building. PLUMBING DETAIL _., _.. „...._.. , ._... 1 PSPN516Z NAIL STOPPER TOP OR BOTTOM PLATE REPAIR 2 PSPN516Z NAIL STOPPERThe use of these drawings by any contractor,subcontractor,builder, _,.a... _„ ...._ __ .. _ _„.. _ ,_...._,. _.. . ,_...,_.. . „ _,„..,,.. _._ .._.„.._. . _ .„_........... ... ._..___._ .. _... _ __... _ _„ __ ..... ....._„_, ..- „., , ....__.„._.,,.„ _..,,....._... ._..... .. LU PLUMBING LINE PROTECTOR R 2 tradesman PLUS PLU US PLUMBING LINE A or worker shall instigate a Hold Harmless Agreement P OR BOTTOM PLATE REPAIR _ PL PROTECTOR, between the drawinguser and Deerkoski+Arm Design&Engineering, 41/z"MAX.GAP _ - _ The user shall in fact agree to hold Deerkoski+Arm Design& /:. \ ! i Engineering DPC harmless for any responsibility in regard to the i construction means,methods,techniques,sequences or procedures, and for any safety precautions and programs in connection with the i L € j work and further shall hold Deerkoski+Arm Design&Engineering DPC ( L harmless for the costs and problems arising from the negligence of the contractor,subcontractor,tradesman or workman. _ ® The use of these drawings also implies that Deerkoski+Arm Design& 0 Engineering DPC,shall take no responsibility for the plan user's failure to carry out the work in accordance with the drawing contract documents ! 1 NS1 _ or any and all applicable building codes and manufacturer's o = ° 0 i _ I f `�• �~� F } specifications. TYPICAL CTS INSTALLATION I ODE COMPLIANCE NOTES: CODES: ICC-ES ESR 2105; i FLORIDA FL1390a. (One-sided installation shown) y j I STRUCTURAL DESIGN SHALL CONFORM TO"CLIMATIC& GEOGRAPHIC DESIGN DATA"PER R301.2 RCNYS.TO BE ALLOWABLE LOAD DFISP(LBS.) ALLOWABLE LOAD SPF/HF(LBS.) ! DESIGNED TO MEET 130mph WIND LOADS. MODEL STRAP INSTALLATION FASTENERS COMPRESSION TENSION COMPRESSION TENSION SUPPLY NO. QTY. ; ,:f `�Y Y W ALL STRUCTURAL AND MECHANICAL DRAWINGS SHALL (1oo/1so1 (loot 11so) 1laonsol (too) (/so) LINES W O O CONFORM TO THE PROJECT SPECIFICATIONS,INCLUDED,BUT 0 1 One-Sided 1020 1510 2270 880 1310 1970 2 One-Sided 2045 3020 4540 1760 2620 3940 NOT LIMITED TO THE FOLLOWING: 2 Two-Sided 24-10dx11/z 2370 3020 4540 2040 2620 3940 2018&2021 INTERNATIONAL RESIDENTIAL CODE(IRC) 2020&2021 RESIDENTIAL BUILDING CODE OF NEW YORK STATE • 3 Two-Sided 3725 4530 6810 3205 3930 5910 � 2021 ENERGY CONSERVATION CODE OF NEW YORK STATE CTS218 4 Two-Sided 4740 6040 9080 4080 5240 7880 2018 AMERICAN WOOD COUNCIL-2018 WOOD FRAME 1 One-Sided 1175 2050 2480 1010 1345 2150 o NS1 NSP1 r e 2 One-Sided 2350 4100 4960 2020 2690 4300 (NS2 SIMILAR) • ° 2 Two-Sided 24-SD#9x11/2 2735 4100 4960 2350 2690 4300 1 (NSP2 SIMILAR) CONSTRUCTION MANUAL HIGH WIND EDITION ! I 3 Two-Sided 4130 6150 7440 3550 4035 6450 i 2021 AMERICAN WOOD COUNCIL-FIRE DESIGN SPECIFICATIONS 1 4 Two-Sided 5470 8200 9920 4700 5380 8600 (FDS) F e e MODEL DIMENSIONS 2021 AMERICAN WOOD COUNCIL-SPECIAL DESIGN PROVISIONS 1.Allowable loads have been increased for wind or seismic with no further increase allowed. I NO GA. W L MODEL GA DIMENSIONS FOR WIND AND SEISMIC(SDPWS) p Reduce where other loads govern. W L AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7-16 e e 2.Fastener quantities are for a single strap. NS1 1 1/2" 3" NSP1 1 1/2" 2 1/2" 3.Maximum gap between wood members is 41/2'. NS2 16 1 1/2" 6" a HOME ENERGY RATING SYSTEM(HERS INDEX RATING) NSP2 16 11/2" 5" 4.FASTENERS:10dx1}=0.148"dia.x 1} nails.SD screw#9x1}=0.131"dia.x 1}"long. £ NS/NSP-NAIL STOPS TO PROTECT PIPING 1.OPTIONAL NAILS:8d=0.131"DIA x 3+'LONG. REFER TO CONSTRUCTION NOTES,AND DETAILS FROM DRYWALL NAILS OR SCREWS. INTERNATIONAL RESIDENTIAL CODE-M1308.2 AND P2603.2.1 BUILDING SHELL INSULATION: CHAPTER 3 OF THE NATIONAL ELECTRIC CODE-"...BORED HOLES FOR ' 3 PSPN58Z(16 GAUGE ZMAX'")AT TOP OR BOTTOM PLATES 2005/2008 SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC I WIRING SHALL BE 1.25"FROM THE EDGE OF A JOIST,STUD OR RAFTER OR i ;? ;INTERNATIONAL RESIDENTIAL CODE-2006/2009/2012 P2603.2.1 AND M1308.2 (ANSI/AF&PA SDPWS),SHEARWALL AND DIAPHRAGM BOUNDARY ELEMENT DESIGN(SECTION 4.1.4) 1 SHALL BE PROTECTED WITH A 16 GAUGE(.0625 THICK)STEEL PLATE." CEILING•FLAT: NA - INTERNATIONAL PLUMBING CODE-2006/2009 305.5(2012-305.6) 2006/2009/2012 INTERNATIONAL RESIDENTIAL CODE(IRC),REPAIR TOP PLATE SECTION R602.6.1) INTERNATIONAL PLUMBING CODE-2006/2009 305.5(2012-305.6) 1 SEALED ATTIC: R-35 CLOSED CELL INSULATION+ASSEMBLY INTERNATIONAL MECHANICAL CODE-2006/2009/2012 305.5 2006/2009/2012 INTERNATIONAL BUILDING CODE(IBC),REPAIR.TOP PLATES(SECTION 2308.9.8) INTERNATIONAL MECHANICAL CODE- 2006/2009/2012 305.5 CEILING-VAULTED: R-35 CLOSED CELL INSULATION+ASSEMBLY _°__._,. _..... . .... .. „.., _....,. _. ,,,.,..,.. _ ON+ASSEMBLY EXTERIORWALLS: R-26 CLOSED CELL INSULATION _ . ... ___._....._ .... ,,.,.,1....,...._....... ......... ___„_. _ .__..,... _.. __.„._ .. ._.. _., e..._.. _..„ ... „ EXPOSED FLOOR: R-35 CLOSED CELL INSULATION+ASSEMBLY PSPN58Z NAIL STOPPER PLUMBING LINE PROTECTOR; 3 CTS218 COMPRESSION-TENSION STRAP TOP-PLATE REPAIR 4 NS Ss NSP NAIL STOPPER PLUMBING AND ELECTRICAL 5 NS NAIL STOPPER ELECTRICAL CT FOUNDATION R _..........._..__....... ..._.. _.._........ RICA 14 CLOSED CELL INSULATION _.., .. € __._...,._.........-.._...._ LINE PROTECTOR _. . IN PROTECTOR 56 N INE PROTECTOR C PRO CTO A LINE N ORLE L SP NAIL STOPPER PL AND ELECT L 5 FO ........ ....... ... „ REFER TO HOME ENERGY RATING CERTIFICATE FOR ADDITIONAL REQUIREMENTS PROJECT: 0 b i m I I NS G 0% PROPOSED ADDITION 0 0 (� I \� & 0 0 0 0 0 0 y m ACCESSORY GARAGE ® o TO THE O i s GALLUCCI RESIDENCE o 0 0 ® ' 1720 BAYSHORE ROAD O O O O O CODES:ICC-ES ESR-2608;FLORIDA FL10864 O SS1.5 ® ® I MODEL STUD FASTENERS pre, ALLOWABLE LOADS DF/SP LUMBER A SOUTHOLD, NEW YORK I NO. GA' SIZE COMPRESSION TENSION (TOTAL) FLOOR(100) ROOF(125) i E CODES:ICC-ES ESR-2608;FLORIDA FL10864 HSS2-SDS1.5 2X 12-SDS1/4X1 1/2 1200 1200 1000 (•-ISS ALLOWABLE LOADS DF/SP LUMBER i HSS2-2-SDS3 2-2X 12-SDS1/4X3 1200 1200 1000 MODEL STUD FASTENERS I HSS2-3-SDS3 16 3-2X 12-SDS1/4X3 1000 1000 970 1 GA. COMPRESSION TENSION NO. SIZE (TOTAL) € , �IS3 SS4.5 FLOOR(100) ROOF(125) HSS4-SDS3 4X 12-SDS1/4X3 1200 1200 1000 I DRAWING TITLE: SS1.5 2X 12-10dX11/2 500 500 --- i SS2.5 16 3X 12-10dX11/2 500 500 - HSS2 HSS2-3 SS3 2-2X 12-10d 665 785 -- NOTES: SS4.5 3-2X 14-10d 665 785 -- 1. INSTALLS OVER PIPE UP TO 2 3/8"OUTSIDE DIAMETER. GENERAL NOTES NOTES: 2. SDS SCREWS PROVIDED. 1. SS(16 GAUGE)STUD SHOES REINFORCE AND PROTECT PLUMBING FOR 2X SIZES. i 3. ROOF LOADS ARE 125%OF FLOOR LOADS UNLESS LIMITED BY OTHER CRITERIA FLOOR LOADS MAY BE ADJUSTED FOR OTHER LOAD DURATIONS ACCORDING TO NATE: TIE DOWN DETAILS 2. ROOF LOADS ARE 125%OF FLOOR LOADS UNLESS LIMITED BY OTHER CRITERIA 1. DISTANCE BETWEEN CENTER LINE OF SUPPLY INTERNATIONAL RESIDENTIAL CODE-2006/2009/2012 R602.6 AND M1308.2 FLOOR LOADS MAY BE ADJUSTED FOR OTHER LOAD DURATIONS ACCORDING TO ( INTERNATIONAL RESIDENTIAL CODE-2006/2009/2012 R602.6 AND M1308.2 THE CODE,PROVIDE THEY DO NOT EXCEED ROOF LOADS. INTERNATIONAL BUILDING CODE-2006/2009/2012 2308.9.10&2308.9.11 THE CODE,PROVIDE THEY DO NOT EXCEED ROOF LOADS. § INTERNATIONAL BUILDING CODE-2006/2009/2012 2308.9.10&2308.9.11 LINE AND CENTER LINE OF VENT PIPEMUST BE INTERNATIONAL PLUMBING CODE-2006/2009 305.5(2012-305.6) E INTERNATIONAL PLUMBING CODE-2006/2009 305.5(2012-305.6) A MINIMUM OF 5 1/2"TO PROVIDE ADEQUATE 3. NAILS:10d=0.148"DIA X 3"LONG, 10Dx1#=0.148"X 1+'LONG. INTERNATIONAL MECHANICAL CODE-2006/2009/2012 305.5 (INTERNATIONAL MECHANICAL CODE-2006/2009/2012 305.5 SPACE FOR THE HSS. _..... . . __.... . „.._.__.-..,.,,..,_„____._ _ _ ..____,„..._�. _......_.. „..,,_.._.._ .... -_. _..._. _...._. ...__...._.____.... ,.„_._.._ ,____.._ _._.__.._.._......_. .... .._ .. _.. ..„__._,.„_.__.___._._„.�.__-_.._.__..._____.__._,.... ....... .. . . ...,...___ _,___,_ __ .._..„_...._ _.. ....... .. - ._...._.___.,...__. _.. ET. ISSUED FOR. DATE. NOTCHED STUD REINFORCEMENT NOTCHED STUD REINFORCEMENT' NOTCHED STUD REINFORCEMENT: NOTCHED STUD REINFORCEMENT; SS STUD SHOE - � AND PLUMBING LINE PROTECTOR 6A SS STUDSHOE -� AND PLUMBING LINEPROTECTOR= 6B•__ HSS-SDS STUD SHOE 7A HSS-SDS STUD SHOE 1 ISSUE FOR PERMIT 04-27-2023 AND PLUMBING LINE PROTECTOR; AND PLUMBING LINE PROTECTOR TB SS/HSS-SDS STUD SHOE CLEARANCE REQUIREMENTS 7C $ e MSTC(16 GAUGE)AT TOP PLATE MSTC(16 GAUGE)AT TOP AND BOTTOM PLATE Y INTERNATIONAL RESIDENTIAL CODE-:2006/2009/2012 R602.6.1 INTERNATIONAL BUILDING CODE-2006/2009/2012 2308.9.8 RPS28 I RPS28 NOTE:WHERE TOP-PLATE HOLE OR NOTE:WHERE TOP-PLATE HOLE OR i NOTE:WHERE TOP-PLATE HOLE OR NOTE:WHERE TOP-PLATE HOLE OR f NOTCH REDUCES COMPRESSION NOTCH REDUCES COMPRESSION NOTCH REDUCES COMPRESSION NOTCH REDUCES COMPRESSION CAPACITY BELOW ACCEPTABLE LEVEL., CAPACITY BELOW ACCEPTABLE LEVEL, i CAPACITY BELOW ACCEPTABLE LEVEL, CAPACITY BELOW ACCEPTABLE LEVEL, ' CONSIDER USING CTS218(SEE DETAIL 4) CONSIDER USING CTS218(SEE DETAIL 4) CONSIDER USING CTS218(SEE DETAIL 4) ( CONSIDER USING CTS218(SEE DETAIL 4) ° o opo HVAC CHASE (2)ADJACENT € HVAC CHASE IN - SEAL: DATE: [ EXTERIOR OR LOAD APRIL 27, 2023 BAYS BEARING WALL HVAC CHASE £° r (2)ADJACENT BAYS � � � � ' PROJECT NO: CODES:ICC-ES ESR-2105;CITY OF L.A.RR25713;FLORIDA FL10852 16d HVAC CHASE IN € g..• 2022 -44 EXTERIOR OR LOAD CODES: ICC-ES ESR 2608;CITY OF L.A.RR25725;FLORIDA FL10864. C \ OF NEW DRAWN BY: BEARING WALL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS �' CMA MODEL FASTEN( RS ALLOWABLE ALLOWABLE � ( MODEL GA• WIDTH TOTAL DF/SP SPF/HF � .<<C. 0 NO. A DIMENSIONS TENSION TENSION ( W L NAILS (160) (160) P J OEER 'A (TOTA_) LOADS(DF/SP) GADS(SPF/HF 3 1/2 �5. r �O 'f CHECKED BY: W L NAILS (160) (160) MSTC52 16 12-16d SIN KERS 1150 995 •162° y `° RPS18 11/2" 185/16" 12-16d 1380 1190 �: ! S 1 1/2" 22 5116" <5 1/2" 12-16d 1380 1190 * X,. ;';r� *� JJD 3 521/4 RPS22 - 16 1 1/2" 22 5/16" 16-16d 1805 1585 r' W SCALE: 16-16d SINKERS 1535 1330 RPS28 1 1/2" 28 5/16" <12" 12-16d 1380 1190 n `11 Y W 1/4" = V-0" 1 1/2" 28 5/16" 16-16d 1805 1585 �� nn,r�•\' �� NOTES: 1.RPS STRAP TIES AVAILABLE IN ZMAX FOR ADDITIONAL CORROSION PROTECTION a (1 r QTS t�, SHEET NUMBER: 2.USE THE RPS22 OR RPS28 W/8-16d NAILS EACH END OF STRAP. 16d BOX NAILS(0.135"X3+") ® Q 2 a NOTES: a • e • e o • o e MAY BE USED. ALLOWABLE TENSION LOAD IS 0.75 OF TABLE LOADS WHEN INSTALLED ti• ; A� `JPS i_ 1. MSTC HAS COUNTERSUNK NAIL SLOTS FOR A LOWER PROFILE. e0 e e e Oe e • e Oe WITH 16d BOX NAILS OFESS 3 2. USED WHEN THE TOP PLATES ON TWO CONSECUTIVE BAYS e e e o e • o e e e o e • e e e e e NOTES; RPS28(16 GAUGE)TO REINFORCE TOP PLATE AND RPS28Z 3.TO MEET THE IBC REQUIREMENT USE THE RPS18,RPS22,OR RPS28 W/6-16d NAILS HAVE BEEN REMOVED. 1. INTERIOR,NON-LOAD BEARING WALLS REQUIRE NO STRUCTURAL REPAIR. i T^^ EACH END OF STRAP. .('_ G-5 RPS28Z(16 GAUGE ZMAX )TO REINFORCE SILL PLATE. - 3. INSTALL WITH 8-16D NAILS EACH END OF STRAP. 2. STRAP MUST BE INSTALLED ON THE UPPERMOST PLATE INTERNATIONAL RESIDENTIAL CODE- 2006/2009/2012 R602.6.1 4.TO MEET THE PRESCRIPTIVE IRC REQUIREMENTS 16d BOX NAILS(0.135"X 3+")MAY BE USED. • 4. NAILS SHOULD BE EQUALLY DISTRIBUTED TO BOTH TOP PLATES. 1 3. NAILS:16d=0.162"DIA X 3 1/2"LONG I INTERNATIONAL BUILDING CODE- 2006/2009/2012 2308.9.8 ALLOWABLE TENSION LOAD IS 0.75 OF TABLE LOADS WHEN INSTALLED WITH i6d BOX NAILS. r HVAC REPAIRS-IRC _ �.... ......,. .. _.__ _.._.. _ _.. _. _ r HVAC REPAIRS-IBC = € HVAC REPAIRS-IRC ; HVAC REPAIRS-_1667" r� MSTC TOP PLATE REPAIR(CONSECUTIVE BAYS) l 8A MSTC TOP AND BOTTOM PLATE REPAIR(CONSECUTIVE BAYS) i 8B RPS STRAP TIES TOP AND BOTTOM PLATE REPAIR SINGLE BAY 9A RPS STRAP TIESNOTCHED DOB NUMBER: OF q. ..,.: TOP BOTTO G A ( ) . AND M PLATE REPAIR(SIN LE BAY) ! TRAP TIES O BOTTOM E 9B RPS S CODE REPAIR FOR NOT 9G. ..,,.. , ". ,.:_ ..,.. .. - -• .." ,n •- ;. . ... , .. . . ,R...w,�. „ T OR PLATES JAMES J DEERKOSKI, PE O DEERKOSKI + ARM DESIGN AND ENGINEERING DP Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments, DEC, FEMA, etc. Verify all conditions,codes,and requirements with such agencies prior to construction. 4X OR 6X CONT. SHIM W/ 16d CONT. 4X6 (CUT TO DEPTH INFILL BLOCK PROVIDED � ` .� �. ;:�- � °�� - �,Fzm SHEARWALL END " WITH STRONG BEAM BY DTHERS R EIGN & ENGINEERING DPC POST PER DESIGNER NAILS OR SDS Xd" AS REQ'D) W/ SDS Y4X6 r-�• MAX. 1• DIA.HOLES AT 1r O.C. r-o• e e o c FRAME ) o SIMPSON STRONG-TIES o - o MSTC PRE-BENT DBL TOP PLATE 2X6 0 o o DEERKOSKI + ARM o2X8 e 0 0 DESIGN AND ENGINEERING DPC STRAP BY DESIGNER 2X8 fitP PL W/ SDS Y4X6" TOP PL. DETAIL A * * o D * ,6 LIBRARY AVE. SUITE C $1 ° TOP PL. -7 WEB HOLES WE5THA LIBRARY PTON BEACH NY 11978 0 • L 631-767-6071 CRAIGa@DASTUDIONT.COM r SEE NOTE 2 ° ENGINEER OF RECORD: LUI STRONG FRAME® a STRONG FRAME HANGER PER DESIGNER ° ° ° ° ° ° ° ° ° ° ° e e _0 ° ° ° r II II .t t II l BEAM SEE NOTE 1 = = BEAM ° E N G I N E E R I N G N 1) REPLACE 2X NAILER WITH 3X structural engineering services • consulting ® NAILER, OR TOP FLANGE HOLES DETAIL B ,� ° 3X BLK EA. FLR JOIST STRONG FRAME LESS SIDE WITH (2) _ AWAY FROM STRAP SPECIAL MOMENT FRAME THAN 1 " 1 " "TO 2) ADD 2X ON TOP OF 2X NAILER, D� B DET• B STEEL BEAM, TYP. NAILING PER DESIGNER, OR ZD JAMES J.DEERKOSKI P.E. 58"O A307 BOLT HANGER BACKING STRONG FRAME COLUMN L y DETAIL A ` 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY „s76 3) USE 2X NAILER WITH 10dx1Y" W ` AS REQUIRED NOTES: ® NAILS FOR FACE MOUNT HANGER �'-�' H v4 H r-o• • • ¢ p ¢ USE 10dAll ELEVATION VIEW 1. FASTENER SPACING BETWEEN STRONG FRAME SPECIAL MOMENT FRAME BEAM e e WNERSHIP&USE OF DOCUMENTS: NAILS AT BOT. (REDUCE HANGER, SHEAR VALUE PER )K ) s .9 `s JOIST HANGER OPTION - DOUBLE 2X NAILER AND PLATE/SHIM/4X PER DESIGNER. m a These drawings and specifications including the ideas,design and SIMPSON STRONC-TIE°WOOD ° ° ° o ° ° ° ° ° ° o ° o ° n :. 'S arrangements represented therein,are the property of Deerkoski+ NOTES: 2. TOP OF CONCRETE TO IQP OF FIELD INSTALLED TOP PLATE HEIGHT (H1) CAN ° ° o ° ° , ° ° ° o ° o ° n Arm Design&Engineering,DPC. CONSTRUCTION CONNECTORS ° _ � " ) ' No part thereof shall be copied,disclosed to others or used in 1. SEE 12/SMF3 FOR ALLOWABLE PENETRATION IN STEEL BEAM AND COLUMN ALSO BE ADJUSTED BY THE USE OF THICKER NON-SHRINK GROUT (2 MAX), OR CATALOG connection with any work or project other than for which they have 2. DESIGNER TO VERIFY TOTAL BEAM LOADING INCLUDING REACTION "P"--GOES USE NEXT NOMINAL HEIGHT MODEL AND LOWER THE STEM WALL OR FOOTING (SEE BOTTOM FLANGE HOLES DETAIL B been prepared without written consent. NOT EXCEED "Pmax" VALUE PER CATALOG SMF2 FOR DETAILS) - Drawings&specifications,as instrucments of professional service, are and shall remain the Property of the engineer. ° ° ° ° HOLDOWN FROST TO SMF BEAM 1 TOP OF FRAME ADJUSTMENT 5 WOOD BM TO SMF COL. CONN. g BEAM OLD HARMLESS: Deerkoski+Arm Design&Engineering,DPC,and there Associated Engineer,are not overseeing the construction of this building. BM OR The use of these drawings by any contractor,subcontractor,builder, BEAM AND BEAM BM OR SEE COL. EXTERIOR FLANGE WEB INTERIOR FLANGE tradesman or worker shall instigate a Hold Harmless Agreement _/-6X SHEARWALL END FIELD INSTALLED CONNECTION BY DESIGNER STRONG FRAME'" SPECIAL Pa between the drawing user and Deerkoski+Arm Design&Engineering, / COL. WEB NOTE 4 FLANGE DPC. POST PER DESIGNER TOP PLATE MOMENT FRAME BEAM NEW COLUMN The user shall in fact agree to hold Deerkoski+Arm Design& HOLES Engineering DPC harmless for any responsibility in regard to the SIMPSON STRONG-TIE` construction means,methods,techniques,sequences or procedures, SIMPSON STRONG-TIES STRAP BY DESIGNER BEAM o //WELD AND SHEAR/STIFF. 1 1 and for any safety precautions and programs in connection with the o PL. BY DESIGNER 1 �� 1 �, NEW HOLES PERMITTED work and further shall hold Deerkoski+Arm Design&Engineering DPC /_MSTC STRAP PER (SEE NOTES) harmless for the costs and problems arising from the negligence of the DESIGNER (SHOWN p $ SEE NOTE 1 �4" MAX EXISTING HOLES contractor,subcontractor,tradesman or workman. $ P BOTH SIDES) - - WELD PER The use in these drawings also implies that Deerkoski+Arm Design& Engineering DRC,shall take no responsibility for the plan user's failure Io to carry out the work in accordance with the drawing contract documents F R JOIST _ - DESIGNER r, or any and all applicable building codes and manufacturer's SEE NOTE 2oo' �' specifications. _ • SEE NOTE 2 6• _ _ _ ODE COMPLIANCE NOTES: EXISTING ir 11C. CLEAR NEW MIN. 0 • O HOLE HOLE STRUCTURAL DESIGN SHALL CONFORM TO"CLIMATIC& SLOT SHT'G COLUMN GEOGRAPHIC DESIGN DATA"PER R301.2 RCNYS.TO BE STRONG FRAME FOR STRAP DESIGNED TO MEET 130mph WIND LOADS. BEAM SEE NOTE 1 SHEAR TRANSFER ALL STRUCTURAL AND MECHANICAL DRAWINGS SHALL TO STRONG FRAME STRONG RAMS BEAM AND BEAM A: WEB PENETRATION CONFORM TO THE PROJECT SPECIFICATIONS,INCLUDED,BUT FLR JOIST SEE NOTE 2 BM OR COL. NOT LIMITED TO THE FOLLOWING: PER DESIGNER BEAM CONNECTION BY DESIGNER NOTES: FLANGE 6•ae 2018&2021 INTERNATIONAL RESIDENTIAL CODE(IRC) (AWAY FROM STRAP) 1. DENOTES NO PENETRATIONS PERMITTED. 2020&2021 RESIDENTIAL BUILDING CODE OF NEW YORK STATE [STRONG FRAME BEAM STRONG FRAME COLUMN 2. H DENOTES MAXIMUM 3/4" 0 HOLES AT 16" O.C. ARE PERMITTED. 2021 ENERGY CONSERVATION CODE OF NEWYORK STATE JOIST HANGER OPTION HANGER BACKINGB: FLANGE PENETRATION 2018 AMERICAN WOOD COUNCIL-2018 WOOD FRAME AS REQUIRED NOTES: NOTES: 3. LOCATE NEW HOLES 6 CLEAR OF EXISTING HOLES CONSTRUCTION MANUAL HIGH WIND EDITION JOIST BEARING OPTION 2021 AMERICAN WOOD COUNCIL-FIRE DESIGN SPECIFICATIONS NOTES: 1. IF POSSIBLE DO NOT SPLICE FIELD INSTALLED TOP PLATE WITHIN MOMENT FRAME. 1. BEAM REACTIONS SHALL NOT EXCEED 50% OF "Pmax" LOAD AS NOTED ON 4. PENETRATION PERMITTED UNDER Pu (MAXIMUM FACTORED POINT LOAD) REGION (FDS) 1. SEE 12 SMF3 FOR ALLOWABLE PENETRATION IN STEEL BEAM AND COLUMN 2. WHEN TOP PLACE SPLICE ARE REQUIRED WITHIN MOMENT FRAME, DESIGNER TCL. CATALOG. DESIGNER TO VERIFY TOTAL GRAVITY LOAD IMPOSED ON STRONG FRAME ONLY IF ALLOWABLE GRAVITY LOAD "Pmax" IS REDUCED BY 15%. 2021 AMERICAN WOOD COUNCIL-SPECIAL DESIGN PROVISIONS DENOTE REGIONS WHERE PENETRATIONS ARE PERMITTED FOR WIND AND SEISMIC(SDPWS) 2. DESIGNER TO VERIFY TOTAL BEAM LOADING INCLUDING REACTION "P" DOES DESIGN/SPECIFY NO NALLING WITHIN PROTECTED ZONE. SPECIAL MOMENT--FRAME BEAM DOSE NOT EXCEED "Pmax" AS NOTED IN CATALOG. 5. SEE 9/SMF3 FOR MAXIMUM COLUMN REACTIONS. ® AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7-16 NOT EXCEED "Pmax" VALUE PER CATALOG 2. SUMMATION OF BEAM REACTIONS (FRAMING INTO STEEL COLUMN) SHALL NOT 6. HOLES MAY BE BORED THROUGH WOOD NAILERS AT LOCATIONS CORRESPONDING DENOTE BEAM WEB REGIONS WHERE PENETRATIONS ARE PERMITTED HOME ENERGY RATING SYSTEM(HERS INDEX RATING) - 3. SEE 1/SMF3 f6R INFO NOT NOTED - - EXCEED 50% OF "Pmax" LOADS NOTED IN CATALOG. TO AN ACCESS HOLE IN THE FLANGE. IF "Pmax" IS REDUCED PER NOTE 4. REFER TO CONSTRUCTION NOTES,AND DETAILS BUILDING SHELL INSULATION: 6x HOLDOWlIN POST TO SMF BEAM 2 TOP PLATE SPLICE DETAIL 6 STEEL BEAM TO SMF BEAM/COL. g ALLOWABLE BEAM AND COLUMN PENETRATIONS 12 SEALED ATTIEILIEDATTI : NA SC: R-35 CLOSED CELL INSULATION+ASSEMBLY CEILING-VAULTED: R-35 CLOSED CELL INSULATION+ASSEMBLY EXTERIOR WALLS: R-26 CLOSED CELL INSULATION+ASSEMBLY EXPOSED FLOOR: R-35 CLOSED CELL INSULATION+ASSEMBLY FOUNDATION WALLS: R-14 CLOSED CELL INSULATION HOLD DOWN POST _ PROTECTED ZONE WOOD INFILL WITH SIMPSON STRONG-TIE QUIK DRIVE REFER TO HOME ENERGY RATING CERTIFICATE FOR ADDITIONAL REQUIREMENTS PER DESIGNER SHEAR TRANSFER TB SCREWS OR PDPH POWDER-ACTUATED FASTENERS, BY OTHER INFILL BLOCK SHEAR TAB TO COLUMN SPACING BY DESIGNER _ PROVIDED WITH CONNECTION BY DESIGNER FAD STRONG FRAME SHAPED BLOCKING INFILL BLOCK - PROJECT: HOLD DOWN STRAPINFILL BLOCK PROVIDED WITH • + AND FASTENERS STRONG FRAME PER DESIGNER PROVIDED WITH STRONG FRAME LTP4 � SHEAR TAB + � PER STRONG FRAME - + + PROPOSED ADDITION ® o DESIGNER BEAM & • o ACCESSORY GARAGE 7-tLP EW + TO THE ADD'L STUD TO- + OMF NAILER AS BEAM STRONG FRAME MIN. GALLUCCI RESIDENCE REQ'D BY DESIGNER a STEEL BEAM AND SHEAR BEAM 1720 BAYSHORE ROAD COLUMN STRONG FRAME TAB BY DESIGNER SOUTHOLD, NEW YORK BEAM A35 NOTE: PER 1. PROTECHED ZONE INCLUDED THE FOLLOWING ELEMENTS: WOOD INFILL AND FASTENER STRONG FRAME COLUMN DESIGNER A. LINK FLANGE AND LINK STEM STRONG FRAME COLUMN BOLTED NAILER BY DESIGNER - SEE 14/SMF3 FORSTRONG FRAME COLUMN B. BRP PLATES NOTE: C. BEAM FLANGE AREAS CONNECTED TO THE LINK STEM 1. SEE WOOD CONNECTOR CATALOG FOR TB SCREWS AND C-SAS-2012 DRAWING TITLE: UPLIFT CAPACITY D. COLUMN FLANGE AREAS CONNECTED TO THE LINK FLANGE C. SHEAR TAB AND BEAM WEB AT SHEAR TAB FOR PDPH FASTENERS B: CONNECT STEEL BEAM TO STEEL COLUMN 2. NO ATTACHMENT SHALL BE MAKE TO THE PROTECTED ZONE. 2. SEE DETAIL 11 FOR PROTECTED ZONE REQUIREMENTS GENERAL NOTES 14OLDOWN POST TO SMF COL. 3 SHEARBY DESIGNER ER PROTECTED ZONE 11 WOOD ( FILLS � � SHEARWALL / FRAMING DETAILS UPLIFT CONNECTOR SET: ISSUED FOR: DATE: HOLD DOWN POST BY OTHERS SPECIAL MOMENT PER DESIGNER-� INFILL BLOCK BEAM BRACKET TO COLUMN FRAME COLUMN - COLUMN FLANGE 1 ISSUE FOR PERMIT 04-27-2023 PROVIDED WITH WELD BY DESIGNER UPLIFT=1270 LBS • FLR JOIST STRONG FRAME INFILL BLOCK LINK FLANGE PLATE PROVIDED WITH HOLD DOWN STRAP STRONG FRAME F1=2685 LBS AND FASTENERS PER DESIGNER 0 F2=1315 LBS + + NOMINAL MIN. NO. OUT /A • F436 WASHER UNDER o o (OUT OF PLANE) + BM/COL. OF BOLTS • LENGTH WITH WASHERS BOLTS HEAVY HEX NUT ADD'L STUD TO-\ �' FASTENING + + + BY DESIGNER WOOD INFILL 8-FT BM BOT. ON EA. SIDE. COLUMN NAILER AS SEE 13/SMF3 F2 TO 10 REQ'D BY DESIGNER BEAM AND BEAM COLUMN _/ • BRACKET BY DESIGNER 2x NAILER W/ 14-� 8 HIGH STRENGTH BOLT STRONG FRAME " SEAL: DATE: • STRONG FRAME BEAM 5/8 0 CARRIAGE �Z_ BEAM F2 BOLTS 16-� M BOT. SIMPSON APRIL 27, 2023 STRONG FRAME COLUMN (OUT OF PLANE) F2 F2 TO 12 COLUMN BP7/8-2 20-FT NOTES: INFILL BLOCK STRONG FRAME COLUMN 635 LBS 10 1. INSTALL BOLTS AND TIGHTEN IN ACCORDANCE WITH INSTALLATION INSTRUCTIONS PROJECT NO: BOLTED NAILER -- PROVIDED WITH PROVIDED WITH EACH FRAME. uro 2022 -44 SEE 14/SMF3 FOR STRONG FRAME FULL HEIGHT STUDS BY 2. THE TYPE OF JOINT (SNUG-TIGHT OR PRETENSIONED) MUST BE DETERMINED BY DRAWN BY: B: CONNECT WOOD BEAM TO STEEL COLUMN F1=1200 LBS F1=1200 LBS THE DESIGNER AND SHOWN ON THE PLANS. oUPLIFT CAPACITY DESIGNER FOR OUT-OF-PLANE 1 2" FLANGE 1 2" FLANGE �'� CMA STRONG FRAME COLUMN ( / ) ( / ) 3. DRAW PLATES TOGETHER UNTIL THEY ARE IN FIRM CONTACT BY TIGHTENING LOADING AND COLUMN LATERAL ,k CHECKED BY: BRACING. NOTES: BOLTS. GAPS AWAY FROM THE BOLT HEADS ARE PERMITTED. IF CONNECTION PLATESJ ,�1. WOOD NAILERS ARE DOUGLAS-FIR LARCH NO. 2 GRADE. CAN NOT BE DRAWN TOGETHER SUFFICIENTLY, SHIMS ARE REQUIRED. TOTAL wJJD 2. ALLOWABLE LOADS LISTED ARE FOR ONE BOLT. THICKNESS OF SHIMS UNDER A BOLT HEAD MUST NOT EXCEED 1/4"• �� SCALE: 1/4" = 1'-0" D7?.5 � J�' HOLDOWNI POST TO SMF COL. 4 COLLECTOR DETAILS 7 RAKE WALL DETAILS 10 NAILER BOLT ALLOWABLE LOADS 14 BEAM-TO-COLUMN CONNECTION 15 SS'° SHEET NUMBER:� __000) G-6 DOB NUMBER: OF JAMES J DEERKOSKI, PE © DEERKOSKI + ARM DESIGN AND ENGINEERING DP Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments, DEC, FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. _ 1 ARm SION & ENGINEERINM OPC ® INFILL BLOCK `' A ' INFILL BLOCK INFILL BLOCK PROVIDED WITH PROVIDED WITH PROVIDED WITH STRONG FRAME DEERKOSKI + ARM SEE ARCH DWGS �� STRONG FRAME DESIGN AND ENGINEERING DPI 6 AVE. SUITE C STRONG FRAME WESTHAMPTON BEACH NY 11978 A 631-767-6071 CRAIG DASTUDIONT.COM - i -- - ENGINEER OF RECORD: WOOD NAILER AT % �GNEFZ>/ b �100 . .STEEL BEAM >RV - 0 • •DESIGN ' EEL � __J t I = OOpO4:41 L 4941. ENGINEERING AS AN ALTERNATE TO structural engineering services • consulting SLOPED3V-BEAM, STRONG FRAME STRONG FRAME STRONG FRAME STRONG FRAME STRONG FRAME i CRIPPLE WALL FOR BEAM BEAM BEAM BEAM BEAM JAMES J.DEERKOSKI P.E. / SHEAR TRANSFER BY 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 OTHER �I J / WNERSHIP&USE OF DOCUMENTS: These drawings and specifications including the ideas,design and 1 dl __ --- STRONG FRAME COLUMN STRONG FRAME COLUMN STRONG FRAME COLUMN arrangements represented therein,are the property of Deerkoski+ (CONTINUOUS) (CONTINUOUS) Arm Design&Engineering,DPC. _O O No part thereof shall be copied,disclosed to others or used in O O O 4 connection with any work or project other than for which they have 31 O been prepared without written consent. NOTE: NOTE: NOTE: Drawings&specifications,as instrucments of professional service, STRONG FRAME COLUMN 1. FOR FLOOR JOIST TO BEAM CONNECTION, SEE 1/SMF3 OR 4/SMF3 1. FOR FLOOR JOIST TO BEAM CONNECTION, SEE 1/SMF3 OR 4/SMF3 1. FOR FLOOR JOIST TO BEAM CONNECTION, SEE 1/SMF3 OR 4/SMF3 are and shall remain the Property of the engineer. F ----- (CONTINUOUS) OLD HARMLESS' INT. COL WITH BEAMS ON EA. SIDE g MULTI-STORY COLUMNS (2 BEAMS) 12 MULTI-STORY COLUMNS (1 -BEAM) 15 Deerkoski+Arm Design&Engineering,DPC,and there Associated O Engineer,are not overseeing the construction of this building. 0 STRONG FRAME ( The use of these drawings by any contractor,subcontractor,builder, BEAM tradesman or worker shall instigate a Hold Harmless Agreement between the drawing user and Deerkoski+Arm Design&Engineering, DPC. STEEL STUD (60OS350-XX) OR The user shall in fact agree to hold Deerkoski+Arm Design& Engineering DPC harmless for any responsibility in regard to the CHANNEL (MC6X15.3) BY DESIGNER construction means,methods,techniques,sequences or procedures, WELD and for any safety precautions and programs in connection with the SSTSMF WITH SLOPED ROOF BEAM 'I BY DESIGNER work and further shall hold Deerkoski+Arm Design&Engineering DPC STRONG FRAME STEEL harmless for the costs and problems arising from the negligence of the A B TYP. BENT PLATE contractor,subcontractor,tradesman or workman. COLUMN COVER The use of these drawings also implies that Deerkoski+Arm Design& Engineering DPC,shall take no responsibility for the plan user's failure STIFF AS REQ'D to carry out the work in accordance with the drawing contract documents or any and all applicable building codes and manufacturer's specifications. dd'@s_=-- STRONG FRAME .14 44 � ® COLUMN BASE TO ODE COMPLIANCE NOTES: H ®-- � - - o BEAM CONNECTION PER i • STRUCTURAL DESIGN SHALL CONFORM TO"CLIMATIC& • GEOGRAPHIC DESIGN DATA"PER R301.2 RCNYS.TO BE oDESIGNER DESIGNED TO MEET 130mph WIND LOADS. --t 'CFO a >m ALL STRUCTURAL AND MECHANICAL DRAWINGS SHALL CONFORM TO THE PROJECT SPECIFICATIONS,INCLUDED,BUT -- NOT LIMITED TO THE FOLLOWING: �- - -- CANTILEVER BEAM A B _ I BEAM W/ BEAM W/ 2018&2021 INTERNATIONAL RESIDENTIAL CODE(IRC) AND CONNECTION PER AT BRP AT LINK-BEAM 2020&2021 RESIDENTIAL BUILDING CODE OF NEW YORK STATE DESIGNER STRONG FRAME CFS STUD MC6X15.3 BOLTED CONNECTION 2021 ENERGY CONSERVATION CODE OF NEWYORK STATE II, 1 2018 AMERICAN WOOD COUNCIL-2018 WOOD FRAME BEAM CONSTRUCTION MANUAL HIGH WIND EDITION DOUBLE L8X4 AM STRONG FRAME 2021 AMERICAN WOOD COUNCIL-FIRE DESIGN SPECIFICATIONS GUSSET STRONG FRAME A. BEAM TOP B. BEARING CONN (FDS) STRONG FRAME COLUMN BEAM COLUMN 2021 AMERICAN WOOD COUNCIL-SPECIAL DESIGN PROVISIONS INTERIOR SINGLE BOLT PL. CONNECTION AT LINK REGION FOR WIND AND SEISMIC(SDPWS) STEEL COLUMN OR PINL Nom: STEEL BEAM STIFF. AS REQ'D AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7-16 L_1\r_ 1. COORDINATE WITH SIMPSON STRONG-TIE IF ADDITIONAL HARDWARE NEEDS TO BE WELDED TO THE PER DESIGNER HOME ENERGY RATING SYSTEM(HERS INDEX RATING) SIMPSON STRONG FRAME PER DESIGNER REFER TO CONSTRUCTION NOTES,AND DETAILS A. W—COL B. HSS—COL 2. SEE DETAIL 11/SMF3 FOR PROTECTED ZONE REQUIREMENTS. BUILDING SHELL INSULATION: INTERIOR PINNED BEARING COL. 2 CANTILEVER BEAM TO COLUMN 5 SMF COLUMN ON STEEL BEAM 9 SMF BEAM ATTACHEMENT FOR COLD FORMED STEEL CONSTRUCTION 16 SEALED ATTIC: NA - SEALED ATTIC: R•35 CLOSED CELL INSULATION+ASSEMBLY CEILING-VAULTED: R-35 CLOSED CELL INSULATION+ASSEMBLY EXTERIOR WALLS: R-26 CLOSED CELL INSULATION+ASSEMBLY EXPOSED FLOOR: R-35 CLOSED CELL INSULATION+ASSEMBLY (E) WOOD BEAM FOUNDATION WALLS: R-14 CLOSED CELL INSULATION SST HOLDOWN (E) WOOD BEAM NOTCH NAILER JOIST REFER TO HOME ENERGY RATING CERTIFICATE FOR ADDITIONAL REQUIREMENTS PER DESIGNER NOTCH AT COLUMN AS REQ'D (E) JOIST (E) ATS ROD AND POSTS ATS ROD AND POSTS 0 HD POST AS REQ'D. VERIFIED BY ' BY DESIGNER BY DESIGNER PER DESIGNER DESIGNER SIMPSON ATS --- II � ATS CAGE TO / SIMPSON ATS c >m ,>� - - - - _ -- CASE 1: \ l PROJECT: 1 2 CAGE � BEAM WELD BY DESIGNER ATS CAGE TO 1/2 CAGE (E) WOOD BEAM ATS CAGE TO ° AWAY FROM NAILER PROPOSED ADDITION BEAM WELD BY DESIGNER BEAM WELD BY DESIGNER ACCESSORY GARAGE -- -� — - ®_- - - -® -- - - - -- ---- 2. (E) BEAM BEAR ON BY ; TO THE o NAILER BOLT AT WALL, STRONG FRAME BEAM CASE 3: STRONG FRAME ,4 (E) WOOD BEAM GALLUCCI RESIDENCE 0 DESIGNER TO COORDINATE BEa ABOVE NAILER 1720 BAYSHORE ROAD WITH SIMPSON STRONG FRAME SOUTHOLD, NEW YORK - COLUMN 1. (E) BEAM BEARING ON CASE 2A: CASE 213: STRONG FRAMESTRONG FRAME COLUMN (E) WOOD BEAM (E) WOOD BEAM COLUMN STIFF. AS REQ'DJ STRONG FRAME BEAM STIFF. AS REV STRONG FRAME BEAM (E) WOOD BEAM AGAINST NAILER 1 AGAINST NAILER 1 PER DESIGNER PER DESIGNER CUT AS REQ'D PER 3. (E) BEAM CUT AND SUPPORTED BY STRONG DESIGNER NOTES: DRAWING TITLE: NO COORDINATE WITH SIMPSON STRONG-TIE IF ADDITIONAL HARDWARE NEEDS TO BE WELDED TO THE NOTE: NOTE. FRAME BEAM 1. (E) BEAM COULD INTERFERE WITH CONNECTION BOLTING AT COLUMN, VERIFY IN FIELD. SIMPSON STRONG FRAME. 1. COORDINATE WITH SIMPSON STRONG-TIE IF ADDITIONAL HARDWARE 1. COORDINATE WITH SIMPSON STRONG-TIE IF ADDITIONAL HARDWARE NOTE:1SHEAR TRANSFER TO STRONG FRAME BY DESIGNER NOT SHOWN 2. SHEAR TRANSFER TO FRAME SHOWN AS CONCEPTS ONLY, DESIGNER TO PROVIDE DETAILS. 2. SEE DETAIL 11/SMF3 FOR PROTECTED ZONE REQUIREMENTS. NEEDS TO BE WELDED TO THE SIMPSON STRONG FRAME NEEDS TO BE WELDED TO THE SIMPSON STRONG FRAME . GENERAL NOTES ATS ROCI//HD ON STEEL COLUMN 3 ATS ROD ON STEEL BEAM 6 SHEAR WALL HD ON STEEL BEAM 10 (E) BM PERPENDICULAR TO FRAME 13 (E) BM PARALLEL TO FRAME 17 SHEARWALL / FRAMING DETAILS SET: ISSUED FOR: DATE: REMOVE WOOD NAILER (E) FLR (E) FLR 1 ISSUE FOR PERMIT 04-27-2023 PINNED AT EMBEDED PORTION A� SHEATHING SHEATHING CONNECTION (E) WALL (E) WALL BEARING PL. WITHOUT LINKS RE-BAR BY DESIGNER WALL OPENING ° e H. • . °° ' STRONG FRAME SINGLE BOLT ° o ° • °° ° ' A. - °a �o d. COLUMN OR PIN o o Q ° 4 ° m .° •A d . A DOUBLE PROVIDE (E) FLR (E) FLR �,' • ° a : a I ° 'w L8X4 ACCESS JOIST JOIST 4 CASE 1: CASE 2: STRONG FRAME . °4 a ( ) ( ) SEAL. DATE. .• 'z '� e TO ANCHOR E WOOD JOIST E WOOD JOIST BEAM °.a• .' ° d T.O.CONC. INSTALLATION AS 1 APRIL 27, 2023 ° ' REQ'D AGAINST NAILER AWAY FROM NAILER A .° If V_ A e ° �•' e. • n ° d .' a c . HSS COLUMNAI U°. . 4"; a ' ° ° GROUT °. CASE 1: CASE 2: OR STRONG FRAME A. d.. . ° ' A ANCHOR RODS AS REQ'D STRONG FRAME COLUMN STRONG FRAME COLUMN PROJECT NO: COLUMN 'L_'. GRADE BEAM AGAINST (E) WALL/POST AWAY FROM (E) WALL/POST 2022 -44 BY DESIGNER A[* SECTION A-A OF NEjN DRAWN BY: Y NOTES: �� DEE O,Q CMA NOTE: NOTES: 1. SEE DETAIL 11 FOR TRUE PIN BASE DETAIL DETAIL APPLICABLE FOR BOTH CASE 1 AND CASE 2 NOTES6 �� ;' COs CHECKED BY: 1. COORDINATE WITH SIMPSON STRONG-TIE IF ADDITIONAL HARDWARE NEEDS TO BE WELDED TO THE 1. CONTACT SIMPSON STRONG-TIE FOR AVAILABILITY OF SINGLE BOLT PINNED BASE CONNECTION. CONDITIONS. 1. (E) JOIST COULD INTERFERE WITH CONNECTION BOLTING AT COLUMN, VERIFY IN FIELD. JJD SIMPSON STRONG FRAME. 2. FOR CASE 1, VERIFY IN FIELD FOR INTERFERENCE OF BOLTED BEAM TO COLUMN CONNECTION ABOVE. 2. SHEAR TRANSFER TO FRAME SHOWN AS CONCEPTS ONLY, DESIGNER TO PROVIDE DETAILS. r- a°wy 2. SEE DETAIL 11/SMF3 FOR PROTECTED ZONE REQUIREMENTS. n w SCALE: Z1/4" = 1'-0.0 PINNED BEAM CONNECTION 4 FIXED BASE CONNECTION 7 SINGLE BOLT PINNED BASE CONN. 11 COLUMN BASE NEXT TO (E) WALL 14 (E) JOIST PARALLEL TO FRAME 1 g � Ro�sso�P � SHEET NUMBER: G-7 DOB NUMBER: OF JAMES J DEERKOSKI, PE OC DEERKOSKI + ARM DESIGN AND ENGINEERING DP Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept.of Health Services,Town Building Departments, DEC, FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. . ' ^ ~ K13SKI + ARM DES113N AND ENGINEERING DPI DESI13N St ENDINEERINIM DPC SHEAR WALL HOLD DOWN DETAILS11'71 MSTC6683Z Uplift connectors shall MSTcnnao bypass each other to LSTA21 HTT4 prevent cross-grain ' DEERKOSKI -f- A R M (CS16 with BPtension of band oist. ( - DESIGN AND ENGINEERING DPC similar) (HTT5 j similar) PA51 16 LIBRARY AVE. SUITE C MTS16i No Noir, (LTS16,HTS20 1 / HDUS WE5THAMPTON BEACH NY 11978 i:'I • Minimum 631-767-6071 CRAIG a(7DA STUDIONT.COM F'eq�alre�l similar) 172 min. U � Consult with DTT2 �•• L__ double stud) W. -Designer prior tom BLOCKING AT 24" O. drilling through I r- ° ENGINEER OF RECORD: the beam #5 Rebar %�'\ , Sh°-or • • I (min.) i' I\ conr,oc+o 1�— - - , — — FO rP _ - - \�' f�r I ri � y SIDEWALL ; • •EMI "°'`' \ � ty �� II t II 1 1 1 • • • • ENDWALL RFBHSOxG1s I • E N G I N E E R I N G 7W LEYEL• • • • UED VM / q T�-W structural engineering services • consulting • CORNER STUD \ ' HOLDDOWN : ; 2-16d COMMON HOLDDOWN----.,: CONNECTED TO BP1 HDG \ 1 BP • �• • TRANSFER SHEAR • NAILS 10 O.C. • • BPI.HDG PS726 \ � \ JAMES J.DEERKOSKI P.E. • 2-16d COMMON \ —� (PHST2,HST68 �f • 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 UTU �// �•. NAILS 6 O.C. To ochleve Full hoedown similar) ` • CORNER STUD • capaclty through laeorirp OWNERSHIP&USE OF DOCUMENTS: of the lot,, a lorp,r r,'� .�t a ..�. (( lr�� #S ® • CONNECTED TO • J �` TRANSFER SHEAR ® FFl ru_t be U,,F . coMhino tion witl-� a Bsir,, r5 `� � i/ "/ F�/ O , These drawings and specifications including the ideas,design and\ arrangements represented therein,are the property of Deerkoski+ \I` Arm Design&Engineering,DPC. No part thereof shall be copied,disclosed to others or used in connection with any work or project other than for which they have ' been prepared without written consent. Figure 3.8a Corner Stud Holddown Detail - 3 Studs with Blocking Figure 3.8b Corner Stud Holddown detail - 4 sutds Drawings&specifications,as instrucments of professional service, are and shall remain the Property of the engineer. HOLD HARMLESS: Deerkoski+Arm Design&Engineering,DPC,and there Associated Engineer,are not overseeing the construction of this building. TYP. CONNECTION FOR CMU FOUNDATION APPLICATIONS Theus anon of orkersingsbyigatea any toldHarmlesnAgre Agreement tradesman or worker shall instigate a Hold Harmless Agreement between the drawing user and Deerkoski+Arm Design&Engineering, DPC. The user shall in fact agree to hold Deerkoski+Arm Design& Engineering DPC harmless for any responsibility in regard to the construction means,methods,techniques,sequences or procedures, and for any safety precautions and programs in connection with the SHEAR WALL HOLD DOWN DETAILS work and further shall hold Deerkoski+Arm Design&Engineering DPC harmless for the costs and problems arising from the negligence of the MINIMUM SHEAR WALL SEGMENT SIZE contractor,subcontractor,tradesman or workman. ASPECT RATIO : H/L<-3-1/2 The use of these drawings also implies that Deerkoski+Arm Design& Engineering DPC,shall take no responsibility for the plan user's failure to carry out the work in accordance with the drawing contract document or any and all applicable building codes and manufacturer's 1/2" CDX PLYWOOD SHEATHING @ EXTERIOR W/8d WALL HEIGHT H SEGMENT WIDTH L specifications. NAILS @ 6" O.C. @ EDGES AND @ 12" O.C. IN THE FIELD 8'-1" 2'-4" 91-111 2'-8" CODE COMPLIANCE NOTES: STRUCTURAL DESIGN SHALL CONFORM CLIMATIC& 10'-1" 3'-0" GEOGRAPHIC DESIGN DATA"PER R3301.2 ROCYS.TO BE 1/2" GYPSUM BOARD @ INTERIOR W/5d COOLER NAILS DESIGNED TO MEET 130mph WIND LOADS. @ 7" O.C. @ EDGES AND 10" O.C. IN THE FIELD HDU4-SDS2.5 HOEDOWN HDU4-SDS2.5 HOEDOWN(5/8"THREADED ROD) ALL STRUCTURAL AND MECHANICAL DRAWINGS SHALL (Minimum double stud) (Minimum double stud) CONFORM TO THE PROJECT SPECIFICATIONS,INCLUDED,BUT SIMPSON STRONG-TIE HOLDOWNS ATTACH TO STUD WITH(10)1/4"x 2-1/2"SDS SCREWS) O O ATTACH TO STUD WITH(10)1/4"x 2-1/2"SDS SCREWS) NOT LIMITED TO THE FOLLOWING: 2018&2021 INTERNATIONAL RESIDENTIAL CODE(IRC) 2020&2021 RESIDENTIAL BUILDING CODE OF NEW YORK STATE MODEL TENSION LOAD ANCHOR BOLT POST FASTENERS 2021 ENERGY CONSERVATION CODE OF NEW YORK STATE 2018 AMERICAN WOOD COUNCIL-2018 WOOD FRAME CAPACITY DIAMETER CONSTRUCTION MANUAL HIGH WIND EDITION 2021 AMERICAN WOOD COUNCIL-FIRE DESIGN SPECIFICATIONS HDU4-SDS2.5 4565 LBS 5/8" 10-SDS 1/4" x 2-1/2" (FDS) 2021 AMERICAN WOOD COUNCIL-SPECIAL DESIGN PROVISIONS HDU8-SDS2.5 6970 LBS 7/8" 20-SDS 1/4"x 2-1/2" \ fi FOR WIND AND SEISMIC(SDPWS) HDQ8-SDS3 7630 LBS 7/8" 20-SDS 1/4" x 3" AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7-16 i HOME ENERGY RATING SYSTEM(HERS INDEX RATING) HHDQ11-SDS2.5 11810 LBS 1" 24-SDS 1/4" x 3" - - --- - --- - - - - FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOMENDATIONS REFER TO CONSTRUCTION NOTES,AND DETAILS BUILDING SHELL INSULATION: O O O O O 1 CEILING-FLAT: NA H(Minimum double HOEDOWN r o SEALED ATTIC: R-35 CLOSED CELL INSULATION+ASSEMBLY (Minimum double stud) CEILING•VAULTED: R-35 CLOSED CELL INSULATION+ASSEMBLY ATTACH TO STUD WITH(10)1/4"x 2-1/2"SDS SCREWS) O O EXTERIOR WALLS: R-26 CLOSED CELL INSULATION+ASSEMBLY O O EXPOSED FLOOR: R-35 CLOSED CELL INSULATION+ASSEMBLY FOUNDATION WALLS: R-14 CLOSED CELL INSULATION REFER TO HOME ENERGY RATING CERTIFICATE FOR ADDITIONAL REQUIREMENTS 0 PROJECT: I ° I ° STUDS � I � l PROPOSED ADDITION STUDS TYPICAL CONNECTION FOR TWO STORY APPLICATIONS & O of ACCESSORY GARAGE .10 TO THE o f I o r �l o H = STORY WALL HEIGHT GALLUCCI RESIDENCE L = LENGTH OF FULL HEIGHT SHEARWALL SEGMENT 1720 BAYSHORE ROAD ° ° H/L! 3-112 SOUTHOLD, NEW YORK I i O O O , O 1 ° DRAWING TITLE: ! o o WHEN INTERIOR SHEATHING GENERAL NOTES TYPE IS GYPSUM AND ASPECT TIE DOWN DETAILS RATIONS ARE GREATER THAN 1.5:1 ° ° BLOCKING IS REQUIRED SET: ISSUED FOR: DATE: Oi ° OI 1 ISSUE FOR PERMIT 04-27-2023 I O I ° � � I I I O ° O I I I o o CONNECT HOLDDOWN TO STUDS USING (10) 0 0 o SDS 1/4" x 2-1/2" FASTENERS (TYP) O o SEAL: DATE: SILL PLATE APRIL 27, 2023 O ° O O PROJECT NO: a A 2022 -44 °..' a � ' ° o� d a e. ° a' ° ° ° Q� O;DN (r��0 DRAWN BY: CMA sv^ '� R� 'P e' ° ° Q.e O s� * CHECKED BY: s ° ' ° JJD A ° w SCALE: ° C7 1/4" = 1'-O" SHEET NUMBER: G-9 SIMPSON HDQ8-SDS3 HOLDOWN W/7/8" DIAMETER ALL THREADED ROD ANCHOR, DOB NUMBER: OF EMBEDMENT LENGTH OF ANCHOR IN CONCRETE IS 10" MINIMUM. USE SIMPSON SET EPDXY-TIE HIGH STRENGTH EPDXY ADHESIVE TO SECURE ANCHOR, DRILL 1" JAMES J DEERKOSKI, PE DIAMETER HOLE FOR EPDXY. FOLLOW MANUFACTURER'S INSTRUCTIONS. @ DEERKOSKI t ARM DESIGN AND ENGINEERING DP Acceptance of these diawillyS does nut authuilzt 11E light to build without the authorization of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments, DEC, FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. .w., . �s I + ASM DESIGN Cs ENE31NECRING DPC THINK SAFETY-READ INSTALLATION INFORMATION BEFORE PROCEEDING OEERKOSKI + ARM JOIST DETAILS Plate nail-16d ALLOWABLE HOLES - TJI® Joists DESIGN AND ENGINEERING DPC When sheathing thickness exceeds%", (0.135"x�")at IRC 502-7 requires lateral Load bearing or shear wall above N gue at rim board Floor panel nail-8d q INTERMEDIATE BEARING • must stack over vlall below 12"on-center restraint(blocking)at all ) NO LOAD BEARING WALL ABOVE Load bearing or shear wall Ivo field cur Min.distance from Table A Do not cut holes larger Min.distance from Table B 1Y"hole may be cut 1 6 LIBRARY AVE. SUITE C Web Stiffeners 2x_stud wall at (0.131"x 2Y")at 6" �' anywhere in web out- Plate nail Plate nail-16d(0.135' x 3Y') intermediate supports in above must stack over wall holes In y WESTHAMPTON BEACH NY 11978 required each side 16"on-center on-center PP ( than 1Y^in cantilever Plate nail q at 16"on center* hatched side of hatched zone at Seismic Design Categories Web stiffeners required below when present) 631-767-6071 CRAIG 1)ASTUDIONT.00M Web Stiffeners required zones Blocking Floor panel nail-8d(0.131"x 2Y") DO,D1,and D2 to Blocking panel each side at 133W panel at 6"on center* each side at A3.4W strengthen the floor Attach panel ® Blocking panel O Do NOT R OF RECORD: 1Ya''TimberStrand LSL diaphragm. 2x4 minimum •• O cur or notch flange. EE per code or ENGINEER Web Stiffeners required p rim board.* squash blocks 6 6 _-ISI ! specification D _ - each side at A3._W _ _ Toe nail-10d 0.131"x 3" 61 B1 W 6" Lt 2 x D, Di Closely grouped round LZ 2 x LZ D2 g� 6„ 7A)" _ _ � Rim-to-jot t ( ) mimmu holes are permitted if - - - nail 1Y"TimberStrand® LSL or 12" at 6"on-center O the group minimum I . I Toe nail iLevel®1Y"rim board.* min. Ys' (applies to all holes 9 p perimeter When sheathing thickness End ofjoists at except knockouts) meets requirements for E N G I N E E R I N G Toe nail Toe nail-10d(0.131"x 3") exceeds%",trim sheathing For rim board thicker than 1 Y4" centerline of round or square holes. -Attach TJI®Joist to rim board with one 10d 0.128"x3" Web stiffeners DO NOT structural engineering services • consulting at 6"on center* tongue at rim board ( ) support Table A - End Support TJI®rim joist nail.Top nail from TJI®joist into rim board. required each side at pp cut holes In cantilever Web Stiffeners For rim board thicker than 1%" Install proper blocking to BIW and B2W Minimum distance from ed a of hole to inside face of nearest end su ort reinforcement. required each aide p P 9 -Connect corner with four 10d(0.128"x3")nails.Toe nail • q Must have 1%"minimum -Attach TJI®Joist to rim board with one 10d(0.128"x3") support all panel edges from side of parallel closure into rim board Blocking Blocking panels may be required JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE JAMES J.DEERKOSKI P.E. at Al W P g panels may be 9 P Y q DEPTH TJI® joist bearing at ends.Attach nail.Top nail from TJI®joist into rim board. B2 62 required with shear walls with shear walls above or below 2• 3• 4" 5•' 634 T• Ii 1t" 13" 2" T' a•• 5•' 6)4^ 7• 8%" 11" 13• 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 Al Al A2 A2W 1 g * •• � q 83 63W g4 rim joist per A3 detail. -Connect corner with four 10d(0.128"x3")nails.Toe nail See iLevel TJI®Joist Specifier's Guide, #TJ-4000,and above or below-see detail B1 (See detail B1) 110 t'-0" T-6" 7-0" z'-6" 6-0" 1'-0" 1'-6" 2'-0" 3'-6" 4'-6" from side of parallel closure into rim board A3.4 A3.4 iLevels Rim Board Specifier's Guide, #TJ-8000,for ey„ 210 t'-0" T-6" 7-0" T-0" 5'-0" 1'-0" z'-0" 2'1" 4'4" 5'-0" WNERSHIP&USE OF DOCUMENTS: * W additional installation specifications and applications. 230 1'-a' r-o" 2'-s" 3'E" 6-6" 1'-0" 2'4" T-0" 4'-6" 5-4- 8090 Conventional construction code minimum for use with p pP 360 r-6" r-0" T-0" a'-0" 6'-0" r-6" T-0^ T-6" s-0" 5'-6° A3 only. See the iLevel TJI0 S ecifier's Guide, #TJ-4000, These drawings and specifications including the ideas,design and Nail through 2x_cantilever,wood backer and 110 '-0" r-0" r-o" r-o° r-s° 2' " 5'-0" r-" r-o" r-s° r-s" a' " a'-0° 6-4- A3.1 @A3.2 A3.3 ® ® ® garrangements represented therein,are the property of Deerkoski+ A3Wand the iLevel Rim Board Specifiers Guide,#TJ-8000, 1Ya"TimberStrand LSL or iLevel 1Y" Block' TJI®joist web with 2 rows 1 Od 210 r-0" r-0° r-o" ,'-s" z's" 3'-0" 5'6" r-a' r-o" T-0" T-0" s'-o" 5'-0° s's° O W rim board.Nail to blocking panel g j r•• Arm Design&Engineering,DPC. 11/• 230 1'-0" 1'-0" 1'-0" z'-0" T-0" T-T 6'-0" 1'-0" 1'-0" 2'-0" 3,0 5'-6" 5'-6" 7,-0" 9 9 forA3.1-A3.3 installation specifications and applications. 6'-0"length of TJI®joist 8"diameter maximum hole for 11/"- ® ® with connections equivalent panel (0.148"x 3")nails at 6" iso 1'-0" 1'-0" t'-s" z'-s" 4'6" 5'-0" 7'-0" 1'-0" 1'-0" z'-s" a'-0" s'-s" s'-s" 7'-0" No part thereof shall be copied,disclosed to others or used in reinforcement and filler 16 deep blocking panels;6 diameter 1Y"TimberStrand LSL or iLevel 1Ya nm on-center,clinched.Use 560 r-0" r-0" r-6" T-0" 6-a' s-6" a'-o" r-0" T-O" 3'-6" s-o" T-0" T-s" a'-0" connection with any work or project other than for which they have to floor panel schedule. been prepared without written consent. � block.Use 4'-0"length maximum for blocking panels 9Yz" board.Nail with 10d(0.128"x 3")nails, Attach reinforcement to joist 16d(0.135"x 3y")nails with 110 r-o" r-o" l'-O" r-o" l'-O" r-0° r-s° 5'-0° r-o" r-o" r-o" r-s" 3'-6" a'-o" s'-0" s'-o" Web stiffeners 4'-0"length of 8"diameter maximum hole for 11/"- with 9Yz and 11/ TJI® deep or shorter than 12"long. one each at top and bottom flange. with one 8d(0.131' x 2y") 3y2"TJI®joist 210 r-0" r-0" r-0" 1'-0" r-0" r-6" T-T 6'-0° r-o" r-o" r-o" T-O" a'-o" a'-s" s'6" a'-0° Load from above/ re uired both 8"diameter maximum hole for 11%"- YYa"reinforcement 16"deep blocking panels;6"diameter Y Drawings&specifications,as instrucments of professional service, q joists. Do not cut flanges. nail at each corner flange widths. 14" 230 V-W r-0" r-o" r•6" 2'-o" 3'-6" 6'-6" r-0" 1'-0" 1'-0" T-0" 4'-0" 6-tr' T-O" V-0" sides at E1 W 16"deep blocking panels;6"diameter on one side at E2, maximum for blocking panels 9Yz" 360 r-0" 1'-0" r-0" 1'-a' 2'-0" T-0" 5'-6" 8'4" r-0" r-0" T-O" T-6" 5'-6" 6-6" 6-0" 9'-6" are and shall remain the Property of the engineer. both sides a E3 dee or shorter than 12"Ion Attach reinforcement to joist Horizontal blocking panels 560 r-0" l'-O" r-o" T-O" 7.6" T-0" 6'-0" 9'-0" r-o" r-0° r s" 3'6" s's° r-o" s'-o" 10'-0" maximum for blocking panels 9Yz" P 9 ® between each g P deep or shorter than 12"long. Do not cut flanges. Ilk'TimberStrand LSL Ith one 8d(0.131"x 2Y") joist.Nail to top F1 applies to 210 r-0" r-0" r-0" r-o" r-0. r-o° 1'-s" 3'-6" 6'-a' l'-O" r-0" r-0" 1'-0" 2%6" 3'-6" s's° e'-o" to's" OLD HARMLESS: or iLevel®1Ya"rim board. ail at each corner late with connections a uivalent uniformly 16^ 230 r-o" r-o" r-o" r-o" r-0" r-o" 2'-0" a'-0" s'6" r-o° 1 r-o" 1'-0" 3'-0" 3'6" 7'-0° 9'-0" tr-o" *minimum 416Do not cut flanges. E5 Y p q 36o r o^ r-o" 1'-0° r o^ r-0" r-0^ 3'-0" s'-o^ s-a' t'-o" r-o" 1'-a' 1'-0" a'-o" s'-o^ s'-0" 10'-0" 1r s" Deerkoski+Arm Design&Engineering,DPC,and there Associated 12"length of/" to floor panel schedule. loaded joists 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 6'-6" 10'-0" 1'-0" 1'-0" 1'-0" 1'-6" 5'-0" 6-0 10'-0" 11'-0" 12'-0" Engineer,are not overseeing the construction of this building. 14'TimberStrand® LSL reinforcement on only. The use of these® Attach reinforcement to one side at E5, drawin s by any contractor,subcontractor,builder, 9or iLevel 1Ya rim board. 12 length of Yq" Wood A , aRs 10 1z 15 17 a s 6 7 s 10 1z 15 17•• tradesman or worker shall instigate a Hold Harmless Agreement joist web with 3 rows 10d both sides at E6 backer a� .te \yiso 1'-0^ r o" r o" r o" i o" T-°" 5'-0" 10'-0° r-o" 1'-0^ r-0" 3'-0^ s'-o" 1a-o^ 1r-o^ 13'-6" between the drawin user and Deerkoski+Arm Desi n&En ineerin , Full depth vertical reinforcement on y t�1 50 1a 9 g g g00 cen ter3/inched tUse 2 blocking between _7 one side at E7, 1 �� eCca \oasso r-o" r-o" r-o" r-0" r-o" r-0" s'-0" tr-0r-o" r-o° r s" a'-0" s'-0" tr-o° 1r-o" 1a's" DPC. 360 1'-0" 1'-0" 1'-0" 1'-0" T-O" T-0" T-0" T-0" 10,-6" l'-0" T-0" 1'-0" 1'-0" T-6 9'-0" 11'-6" 14,_0„ 15,-6"2x4 each oist both sides at E8 \fie •o� zo•• The user shall in fact agree to hold Deerkoski+Arm Design& squash blocks Attach reinforcement rL a rows with 9y and 11%" j F1 cac` rg\r `J��l 560 v-0" v-0" r-a' r-0" 1'-0" r-o" r-o" T-o" 1r-o° r-o" r-o" r-0" r-o" 4'-0" s's" 1r s' la's" 15'6" Engineering DPC harmless for any responsibility in regard to the to joist flange with 8d(0.131" �t� ® \e Table B - intermediate or Cantilever Su Ort construction means,methods,techniques,sequences or procedures, a� TJI joists. Less than 5" Less than 5" q q 0" x 2Y")nails at 6"on-center. pp 14"TimberStrand® LSL or 2'. fit(` and for any safety precautions and programs in connection with the Use 2x4 minimum squash blocks to ® �� When reinforcing both sides, E4 1 Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support work and further shall hold Deerkoski+Arm Design&Engineering DPC CS transfer load around TJI® joist iLevel 146"rim board Face grain �a� stagger nails. O Not for use with 3/"TJI®joist flange widths E6 E8 J_ WEB STIFFENER ATTACHMENT 9 li 9 O J closure,typical. horizontal gg `� Gap*: JOIST TJI ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE harmless for the costs and problems arising from the negligence of the DEPTH y 3" 4" 5" 634" 7•' aX" 11" 13" 2" 3" 4" 5" 6Yz" 7" 8X" 11" 13" contractor,subcontractor,tradesman Or workman. E1 E1 E2 E3 Ye"minimum EXTERIOR DECK ATTACHMENT Option#1: 1. 3 The use of these drawings also implies that Deerkoski+Arm Design& 2/ maximum 110 1'-6" 2'-0" T-0" 4'-0" T-6" 1'6" 2'-0" 3'-6" 5'-s" 6'6" TJI®Joist blocking with end (1y"for TJIe 210 7-0" 7 s" 3'�" a'-s" T-6" 2'-0" a-0" 4'-0" 6'-o" T-0" Engineering DPC,shall take no responsibility for the plan user's failure Structural exterior sheathing560,560D, sy" to carry out the work in accordance with the drawing contract documents Apply subf/oor bbcks installed at Y3 joist-span 230 rte" a-0° 4'-0" 5'-0" e'-o" r-s" 3'-0" a'-s" s'-s" Tom" Filler block:Attach with ten 10d 0.128"x 647 joistT-Oor any and all applicable building codes and manufacturer's g Web stiffener each side. *With Int load from above,install web 110 r-a' r-0" 11'-T 2'-0" a'-o" 4' " " r-o" r s° r s" a'-o" s's" T-o° s'-0" specifications. ( adhesive 110 all locations USin j 360 T-0" T-W 5'-s" L 9'-0" 7-T 4'-6" 5'-6" T-6" -6" 3")nails,clinched.Use ten 16d(0.135"x Flashing Contact surfaces two 8d(0.113"x 2}z") See sizes below. 3 " nails from each side with 3 "TJI® nails or stiffener tight to top flange(gap at bottom 210 r-0" r-0" z'-" '-o" 4'-s" 6-0" 9'-0" r-0" r-0" T-0" 4'-6" T " e'-0" 10'-0" y) Y Flush bearing plate required. Tight fit* 11X" 230 r-0" 2'-0" 2'-6" 3'-6" 6-a' 6-6" 9'-6" r-0" r s" 3'6" 5'-0" e'-o" e's" to'-o" ODE COMPLIANCE NOTES: Hanger height must joist flange widths. Use fifteen nails with Maximum Ya"overhang Treated 2x sQa 2y"screws, g flange)when there is no support below. a minimum of 60% TJI®joist depths rester than 16". g ledger o�5\ + typical 360 T-O" T-O" a'-o" 5'-0^ T-0" T-0" 1 r-0" r-0" 3'-6" 6-a' T-0" 9'-6" 9'-6" 111-4- be ofJoist depth j P g Backer block:Install tight permitted at beam. g �31 �a ' (YP Depth Minimum Web Nailing Requirements 560 r-6" T-0" a'-6" V-6" V-0" e'-0^ 12'-0" T-O" a's" 6'-o" e'-o" 10'-6" 11-a' 12'-0" STRUCTURAL DESIGN SHALL CONFORM TO"CLIMATIC& to top mount(tight to $ TJI Joist Series Number Nails 110 r-0" r-o" r-0" r-0" r-0" 2'-6" 4'E" 8'-0" r-0" r-0" 1'-0" 2'-s" 6-0" 6-0" V-a' 17-0" GEOGRAPHIC DESIGN DATA"PER R301.2 RCNYS.TO BE (in.) Stiffener Size Type bottom flange with face See fastener 14'TimberStrand® LSL End Intermediate 210 1'-0" 1'-0" 1'-o" 1'-0" 2'-6" T-0" 5'-0" 9'-0" T-0" T-0" 2'-0" 3'-6" 6'-0" T-0" 10'-0" 12'-6" DESIGNED TO MEET 130mph WIND LOADS. • mount hangers).Attach or iLevel®1Y"rim board. 5 • s 14" 23o 1'-0" 1'-0" 1'-0" 2'-0" 3'-0" 3'E" 5'E" 10'-0" 1'-0" T-0" 2'-s" 4'-0" V-0" T-0" 10'-6" 13'-0" table below.Maintain r 110 All / x 2/s with ten 10d 0.128"x 3" ;':, Option#2: s 8d 360 r-0" r-0" 7-0" 3'-s" 6-6" V-0" 8'-0" 12'-6" r-a' z'-o" 4'-0" 5'-6" V-0" 10'-0" 12'-0" 14'-0" ALL STRUCTURAL AND MECHANICAL DRAWINGS SHALL ( ) 2"distance(minimum)from 2x strapping installed atY3 210 All Y4"x 2/s' 660 r-0" r-o" 1'-6" 3'-s" 5'-6" 6'-s" 9'-0" IT-6" r-o" 3'-0" s'-o" T-0" 10'-0" tr-0" 13'6" 1s-o" To mount nails,clinched when g g PP g 7�••x 2�s' ( CONFORM TO THE PROJECT SPECIFICATIONS,INCLUDED,BUT P ed a of ledger fastener. locations using two 230&360 All 0.113"x 2y") z10 r-o" r-o" r-o" r-0" r-a' 1-0" T-0" 5'-6" 9'4- r-o" r-o" r-o" r-0" a s" s-6" 9'-6" 112'-6" 115'-6" hanger possible. - joist-span g s 3 3 NOT LIMITED TO THE FOLLOWING: g P Allowable Load I Factored Resistance lbs 631 &633 All 1"x 2 16" 23o r-o" r-o" r-°" r-0" r-6" T-0" a'-o" 6'-s" 10'-0" r-0" r-o" r-°" 2'6" s-a' s'-0" 10's° 13'-0" 16'-0" 2y' screws per joist,typical 1s 360 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 4'-0" 6'6" 10'-0" 13'-0" 1'-0" 1'-0" 2'-0" 4'-0" 7'E° e's" 13'-0" la's° m-0" 2018&2021 INTERNATIONAL RESIDENTIAL CODE(IRC) Backer block Fastener 1�4"TimberStrand® !Levels/ rim board 16d 2020&2021 RESIDENTIAL BUILDING CODE OF NEW YORK STATE Face mount �" Option#3: 560&s47 All 2x4 56o r-0" r-0° r-o" r-o" 2'G" T-o° 1r-0" 1s'-o" r-0° r-o" a-6" s'-6" T-0" 10'-0" 13'-0" 16'-o" 1a'-0- han hanger both sides of web a L rim r Directly applied ceiling (0.135"x 3Y") 2021 ENERGY CONSERVATION CODE OF NEW YORK STATE g with single TJI® /s"lag bolt 400/630 N.A./N.A. 18" 4 4 4" s" 6^ 7 8" 10" 12" 15" 17" 4' s" 6" 7' s• 10^ 12" 1s" 1r 2018 AMERICAN WOOD COUNCIL-2018 WOOD FRAME Y2"lag bolt 475/750 400/575 rt) 360 r-o" r-0. r-o^ 1'-s" T-0', 6'-0" g'-o"115--o'.1 r-0" r-6" 4A" s'�° s'-o° 14'6" 1s's" 19'6" CONSTRUCTION MANUAL HIGH WIND EDITION joist 16d Web stiffeners required if sides of 1 This factored resistance is with a Ya"gap between the rim board and deck ledger When specified on the layout,one of 560D 20 2x4 5 5 18 560 1'-0" 1'-0" 1'-0" 1'4" r-o' 6-0" 10'-o" 116'-15" T-O" T-6" 6-0" e's" it's" 115's" 1a'-o" zo'-0" 2021 AMERICAN WOOD COUNCIL-FIRE DESIGN SPECIFICATIONS With top mount hangers,backer block required O 9 P61 W 22" (0.135"x 3Y') 6 11 360 r-o^ r-0" r-o" r-0" r-o° 3'-0" s'-0" u'-0" 15'6" r-o" r-o" r s° a'-0" T-o" 1z-0" ts's" ts'-0" zr-0" H1 hanger do not laterally support at H2 H3 LA • Allowable load determined in accordance with AC 124. O the above bracing options is required O 24" 6 13 20 560 1'-0" -0" 1'-0" 1'-0" 3'-0" s'-o" s's" 1a'-o" 117 6' 115-0" zo'�" 20D1 AMERICAN WOOD COUNCIL-SPECIAL DESIGN PROVISION O least%"of TJI®joist top flange O only for downward loads exceeding 250 lbs or for O • Corrosion-resistant fasteners required for wet-service applications. S uplift conditions. Rectangular holes based on measurement of longest side FOR WIND AND SEISMIC(SDP WS) • Holes may be located vertically anywhere within the web.Leave Ys"of web(minimum)at top and bottom of hole. AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7-16 FASTENING of FLOOR PANELS • Knockouts are located in web at approximately 12"on-center,they do not affect hole placement. HOME ENERGY RATING SYSTEM(HERS INDEX RATING) BEAM and COLUMN DETAILS Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES T.1190) Rim Board 1y" TJI®Joists 110 210 230 or 360 560 • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located REFER TO CONSTRUCTION NOTES,AND DETAILS at the center of the joist span provided that no other holes occur in the joist. Nail Size 110,210, 360 and iLevel® ,y,•• TimberStrand®LSL Microllam® Parallam® Depth 9Y"or 9Yz"or 14"or �•'or 14"or 18"or r 14"or 18"or and 230 560 1Y" TimberStrand®LSL or wider LVL PSL p 11X,. 14.. 11�/•• 16" 11X 16" 20" 11/e, 16" 20" • Distances are based on the maximum uniform loads from current iLevel specifier's guides.For other load conditions or hole BUILDING SHELL INSULATION: configurations use iLevel®TJ-Beama software or contact your iLevel representative. BEARING FOR DOOR BEAM TO BEAM BEARING AT Bd(0.131"x24") 4" 3" 6" 4" 3" 3" 3" FillerBlock(1) 2x6+4•• 2x8+4" 2x6+Yz" 2x8+Y2" 2x12+y'• Two Two Two BEARING AT WALL 2x6 2xs CEILING•FLAT: NA OR WINDOW HEADER 10d(0.148"x 3"),12d(0.148"x 34") 4" 4" 6" 4" 4" 4" 4" (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 CONNECTION CONCRETE WALL SEALED ATTIC: R•35 CLOSED CELL INSULATION+ASSEMBLY 144"TimberStrand® LSL or iLevel®1Ya" 16d 0.162"x 3Yz") 6" 6" 16" 6'42) 6'42) Cantilever 2x6 2x10 2x6+Y8" 2x10+4" 2x6+y" 2x10+Y2" CEILING-VAULTED: R-35 CLOSED CELL INSULATION+ASSEMBLY Strap per code if top plate ( e" 6" Not rim board or blocking for lateral Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing applicable Not applicable ALLOWABLE HOLES - Headers and Beams is not continuous over (1)One row of fasteners permitted(two at abutting panel edges)for diaphragms Stagger nails when using 4"on-center spacing and maintain'/s"joist and panel edge (Detail E4) long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long pp EXTERIOR WALLS: R•26 CLOSED CELL INSULATION+ASSEMBLY support header / distance.For other applications,multiple rows of fasteners are permitted if the rows are offset at least Y"and staggered. .1 / (2)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1M"(to avoid splitting). Backer Block(1) 1.55E Tim berStra nde LSL Headers and Beams FOUNDATION WALLS: R-14 CLOSED CELL INSULATION EXPOSED FLOOR: R-35 CLOSED CELL INSULATION+ASSEMBLY / (Detail F1 W or 4" 4"or r/" 1"Net 2x6 2x8 2x12 2 x diameter of the / or H2) REFER TO HOME ENERGY RATING CERTIFICATE FOR ADDITIONAL REQUIREMENTS •Recommended nailing is 12"on-center in field and 6"on-center along panel edge •14 ga.staples may be substituted for 8d(0.113"x largest hole(minimum) (1)If necessary,increase ftller and backer block height for(ace mount hanggers and maintain Ye"gap at top of joist;see detail W.Filler and Fastening requirements on engineered drawings supersede recommendations listed above. 2y")nails if minimum penetration of V into the backer block lengths should accomodate required nailing without splitting(12"minimum forbackerblocks and 24"minimum for filler blocks). Y3 depth TJI®joist or rim board is achieved. Allowed hole zone Top mount •iLevel recommends using a non-polyurethane subfloor adhesive on all contact points hanger ! between panels and floor framing. •Maximum spacing of nails is 18"on-center for VI O O _ Protect untreated TJI®joists Joists must be laterally supported at o o PROJECT: Face mount wood from direct •Nailing rows must be offset at least Y2"and staggered. cantilever and end bearings by blocking Column hanger contact with __T L1 L2 L3 See current iLevel®literature L4 concrete panels,hangers,or direct attachment to Header or Beam Maximum Round for framing connectors a rim board or rim joist. Safety bracing(1x4 Depth Hole Size 94"-9y" 3" minimum at 8'oncenter 6' PROPOSED ADDITION Silent Floor® "oist framing ) ( s" J g 8" 114"-11%" 3%" does not require bridging or on-center for TJI®110 Joists)and 14"-16" 4%" extended to a braced end wall. see illustration for allowed hole zone MULTIPLE MEMBER CONNECTIONS mid-span blocking E1 Fasten at each joist with General Notes S` FOR TOP-LOADED BEAMS(1) two 8d(0.113"x 2Y")nails minimum • Allowed hole zone suitable for headers and beams with ACCESSORY GARAGE 13/4"-Wide Pieces: (see WARNING). uniform and/or concentrated loads TO THE • Round holes only •Minimum of 3 rows 10d(0.128"x 3")nails at 12"o.c. • No holes in headers or beams in plank orientation. G A L L�C C I RESIDENCE • Minimum of 4 rows 10d(0.128"x 3")nails at 12"o.c. DO NOT bevel cut for 14"and deeper beams ELEVATED joist H2 beyond Al Other iLevel®Trus Joist® Headers and Beams • If using 12d-16d(0.148"-0.162"diameter) BEAM ON COLUMN BASE COLUMN BASE y Rim board joint 1720 BAYSHORE ROAD BEARING AT nails,the number of nailingrows may be COLUMN CAP of wall. E2 between joists Microllam®LVL 19 SOUTHOLD NEW YORK Y 1 COLUMN reduced 0y one. DO NOT Overhang Seat Cuts 1.3E TimberStrand® and Parallam®PSL A3 on beams beyond the inside LSL hole zone hole zone 2 x diameter of the Y depth 3Y2"-Wide Pieces: O face ofsupport member, largest hole(minimum) DO NOT cut,notch or drill holes In headers or beams /. • Minimum of 2 rows Y"bolts at , 24"o.c.staggered d except as indicated in 1 Load must be applied even) across entire ° "'':- �"' ` • • Illustrations and tables. a':., :,4 ' beam width.Otherwise,use connections for `"� '••`, TJI®rim joist � CS • o e side-loadec beams. Verify column capacity Optional 1Ya"TimberStrand® LSL Microllam® LVL and DRAWING TITLE: Parallam®PSL and beam bearing Additional nailing or bolting may be non-shrink A2 L3 or iLevel®1Ya"rim board. Header or Beam Maximum Round A2 allowed hole zone Depth Hole size L5 length.See current L6 required with side-loaded multiple-member P1 P2 P3 grout middle Y3 span 4YB" 1„ iLevel®literature. beams.Refer to current product literature. 5Y,• IM" GENERAL NOTES L1 d 1.3E TimberStrand® LSL allowed hole zone d TJI / WI ENGINEERED B1 74"-20" 2" H 1 See illustration for Allowed Hole Zone 62 General Notes FRAMING DETAILS TJIo JOIST NAILING REQUIREMENTS at BEARING • Allowed hole zone suitable for headers and beams with uniform loads only. SET: ISSUED FOR: DATE: TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist L5 B3 • Round holes only • No holes in cantilevers 1 ISSUE FOR PERMIT 04-27-2023 14"TimberStrand® LSL or (Load bearing wall above) No holes in headers or beams in plank orientation, il-evele-14'rim board. One 10d(0.128"x 3") O nail into each flange P B4 Use B1 or B2 at One 8d(0.113"x 2y') intermediate bearings nail each side.Drive INSTALLATION TIPS with load bearing or WARNING R� ) nails at an angle at Subfloor adhesive will improve floor shear wall from above �!A least 1Yz"from erd. performance,but may not be required. End ofjoists P Y q at centerline Joists are unstable until braced laterally 1Y4"minimum bearing at Also see detail B2 of support - Braced end wall- end support;3Y2"minimum Squash blocks and blocking panels carry i Bracing Includes: see note 3 under at intermediate support stacked vertical loads(details B1 and B2). WARNING • Blocking • Sheathing • Strut Lines Shear transfer.Connections equivalent to Packing out the web of a TJI®joist(with web H1 , • Hangers • Rim Board • Rim Joist floor panel nailing schedule stiffeners)is not a substitute for squash blocks or blocking panels. Rim to TJI®Joist ® ® When joists are doubled at non-load bearing • / !a `�' 1Ya"TimberStrand LSL or 3y"wide TJI rim 1 iLevel®1Ys"rim board or joist:Toe nail with parallel partitions,space joists apart the width p / 3 " ® of the wall for plumbing or HVAC. O p 1/ wide TJI rim joist: 10d(0.128"x 3") L4 One 10d(0.128"x 3")nail nails,one each side 3Y2"wide TJI® •�' ,'.. i/ �� d d SEAL: DATE: ® Additional joist at plumbing drop(see detail). - ; o Exterior Deck DO NOT walk on joists DO NOT walk on joists DO NOT stack building into each flange of TJI joist flange floorjoist LA Attachment lying APRIL 27, 2023 .' �•.: • • � �.'.• o until braced. that are 1 in flat. materials on unsheathed 2 yg'-2%r"wide TJI®rim .':; �•, . , • . Structural INJURY MAY RESULT. joists.Stack only over joist:One 16d(0.135"x 3y"wide TJI® o sheathing 1Y/"minirnum�b�earing 3y")nail inb each flange rim joist I o O DO NOT use sawn WARNING NOTES: beams or walls. Top View lumber for rim Locate rim board joint between joists. PROJECT NO: O board or blocking, Lack of proper bracing during construction can result in serious BEAM ATTACHMENT at BEARING Protect untreated wood o as it may shrink accidents.Observe the following guidelines: 2022 -44 Shifted Additional from direct contact with after Installation. 1.All blocking, g j pp j completely properly See ALLOWABLE g,han ers,rim boards and rim at the end supports of the TJI®joists must be coin letel Installed andnailed. DRAWN BY: joist Plumbing drop joist concrete 1y"knockouts H3 HOLES Use only 2.Establish a permanent deck(sheathing),fastened to the first 4 feet ofjoists at the end of the bay or braced end wall. CMA 1Y"Tim OD 14'rim LSL at approximately engineered lumber. 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area and to each joist. F NEI✓)/ or iLevel 1 e"rim board. 12"on-Center 4.Sheathing must be completely attached to each TJI®joist before additional loads can be placed on the system. CHECKED BY: ® 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. �Q 5 J �R�O �,� 6.The flanges must remain straight within 1/2"from true alignment. �� JJ D Bearing plate to be � �1/S .j®�&ST g 9 g �.� �� Drive nails at an See framing plan(if applicable) * 1 ").� CG flush with inside face ® n� SCALE: r- t a j W n = I n One 10d 0.128"x 3" nail eacn Silent Floor /, -META tIA6G E ( ) angle to minimize or iLeveh Framer's Pocket of wall or beam �� , � Il w 1/411 1 -0 g splitting of plate `�� h l �Weyerhaeuser,iLevel®,Microllame,Parallam®,Silent Floor®,TimberStrand®,TJI®,and Trus Joist®are registered �2 .;_171. SHEET NUMBER: side of member at bearing,1y" Guide for minimum end and ��i k>�� ,'�e, n � �r 2 0",97AA�'A`�L trademarks of Weyerhaeuser NR. ©2009 Weyerhaeuser NR Company. All rights reserved. Printed in the USA. tj1 minimum from end intermediate bearing lengths. 0erofisl Fi,,erscurcing ( 07 50, 1 www.�pmgPanl.RP�i June 2010 Reorder TJ-4015 AROFESS P �_ � O This sheet is intended as a supplement to the iLevel Framer's Pocket Guide, which should be referenced for additional information. YOB NUMBER: OF JAMES J DEERKOSKI, PE © DEERKOSKI + ARM DESIGN AND ENGINEERING DP Acceptance of these drawings does notauthorize the right to build without the authorization of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments, DEC, FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. REFER TO ALL MANUFACTURER SPECIFICATIONS & INSTALLATION REQUIREMENTS, ALL APPLICABLE INT'L., STATE & LOCAL BUILDING CODES, ALL SHEET NOTES, AND ALL INFORMATION ON GENERAL NOTES SHEETS. TABLE R301.2.1.2 NYS IRC Windborne Debris protection GENERAL NOTES - F' � �`�: " 'moi + ARM P Y DESIGN � ENGINEERING DPC TABLE 1 1. All structural work shall be coordinated with architectural and mechanical drawings shall conform to the project specifications, including the New York State Fastening Schedule for wood structural panels Building Code 2020. g P j P g ' ROOF SHEATHING FASTENING SCHEDULEa b c.d,e 2. The Contractor is responsible for all temporary shoring,bracing, and sheeting and shall make safe all floors, roofs,walls and adjacent property as project - --- Fastener Panel Span Panel Span Panel Span conditions require. LAP PLYWOOD OVER RIM JOIST DEERKOSKI -I- ARM 8d Common mon (0.131 x 2-1,/2 inches) or Ring-Shank (0.135 X 2-1/2 inches) Type Less than or less than or less than or 3. The Contractor is responsible for means, methods,technique, sequences or procedures of construction;for coordination of the work of all trades,and for site FASTEN WITH (3) 8D AT 12" O.C. DESIGN AND ENGINEERING DPC equal to 4 feet equal to 6 feet equal to=feet safety. (Except Where Nol*d) fair Exposure 6, Enclosed Buildings, Roof F� miing Spaced 4. The Contractor is responsible to coordinate a pre-construction meeting to review structural plans. Meeting attendees shall include, but not be limited to,the 16 LIBRARY AVE. SUITE C contractor, project architect, project structural engineer,framing subcontractor,and concrete subcontractor. �� inches �,�" or Imo@ No i Wood screw PLYWOOD BOUNDARY NAILING WESTHAMPTON BEACH NY 1 1 976 �"- �'•' '''"'•' m .�,.. '.�,..- -„ "" """ 16 inches 10 inches 8 inches 5. Upon execution of the contract,the contractor agrees to indemnify and saves harmless the owner and engineer of record forever from and against losses and 63 1-767-6071 CRAIG a@DASTUDIONT.COM based anchor with ' on center on center on center claims,demands, payments, suits,actions, recoveries, and judgments of every nature and description, including attorney's fees, brought against the owner or the ENGINEER OF RECORD: Rauf Fastening Zane 2 inch embedment engineer of record by reason of act or omission of the contractor,or a subcontractor to the contractor,or of an individual, group,or entity,directly or indirectly Main Sheathing-toOverhang lenght employed by the contractor or such subcontractor, in the performance of work for,or the rendering of services to the owner. WlC1d g 6. Jacobson Structures LLC(JS)should be retained during the construction phase to review the structural drawings and specifications with all trades involved in the Roof End-Wall Fr'tllra�lingg (eaves) No 10 Wood screw completion of the proposed work and to make periodic observations of the progress of construction. If JS is not retained to provide construction administration - velf�cit r " ' " "'_..-"" -"" "`� based anchor with 16 inches 12 inches 9 inch s may services, client way connected all responsibility for interpretation of the structural documents and for construction observation and waives any claims against JS that N (5) 8D AT EACH STUD E N G I N !I I I !I (3-Second iitnel w 2 inch embedment on center on center E E R I N G • • len ht 7. Structural drawings shall not be used for construction unless noted"Issued For Construction". Drawings used for bidding purposes shall not be used for structural engineering services • consulting GUST) .Oca�ttoni Fastening Schedule (inches on cente, ) g construction. Supported ponel a.This table is based on 180 ultimate design wind speed and a 33-foot mean roof height. FOUNDATIONS JAMES J.DEERKOSKI P.E. 6 6 6 6 6 1. Building foundations shall bear driven timber piles as specified on the drawings. 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 b.Fasteners shall be installed at opposing ends of the wood structural panel. Jr0 �pll'1f,41 end tltl edges ;� 2. Submit for approval the sequence of pile driving for all piles. Fasteners shall be located a minimum of 1 inch from the edge of the panel. PLYWOOD PANEL EDGE NAILING WNERSHIP&USE OF DOCUMENTS: 3. Pile driving equipment shall be of the rigid frame or flexible lead type. The driving shall be done in such a way as to hold the pile firmly in the specified position. Panel field 6 4 3 4 3 c.Anchors shall penetrate through the exterior wall covering with an embedment length of 4. Piles hall be of sufficient length to reach refusal. Splices are not permitted. not less than 2 inches into the building frame. Fasteners shall be located not less than 5. Piles shall be driven with a hammer which produces not less than 10,000 foot pounds of energy per blow These drawings and specifications including the ideas,design and Suppc)rted panel 2-1/2 inches from the edge of concret block or concrete. 6. All piles shall be driven to a resistance determined by a recognized pile-driving formula approved by a licensed Geotechnical Engineer. The pile shall bear in arrangements represented therein,are the property of Deerkoski+ 6 6 6 6 6 compact sand. The minimum driving resistance shall be maintained for at least the last 12 inches of driving. Arm Design&Engineering,DPC. 20 mphli gl ends and edges d.Where screws are attached to mason or mason /stucco,the shall be attached 7. A licensed Professional Engineer shall be retained b the Owner for purposed of ascertaining that the work is installed in accordance with the plans and No part thereof shall be copied,disclosed to others or used in 9 masonry ry y g y P P g P connection with any work or project other than for which they have using vibration-resistant anchors having a minimum ultimate withdrawal capacity of specifications. The Contractor shall cooperate fully with the inspecting Engineer and shall give a minim of 24 hours notice before performing any pile driving been prepared without written consent. Panel field 12 6 d fi 4 1,500 pounds. Operations. Drawings&specifications,as instrucments of professional service, -- Exterior glazing in buildings located in Wood-Borne debris regions shall 8• Any piles which exceed the tolerance specified herein or are h any way damaged so that they are no longer serviceable shall be considered unsatisfactory and laced shall be removed and replaced. are and shall remain the Property of the engineer. pp SU orted nel be protected from wind borne debris. OLD HARMLESS: I� 9. All exterior foundations shall be placed below the local frost line. � � end6 6 6 and edges � b 6 Glazed opening protection shall meet the Large Missle test ASTM E 1996 10.Do not excavate lower than the bottom of any existing foundaton. Consult JS if this condition may exist. and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 11.Preservative treated sills shall be anchored'to the foundation wall with 1 2anchor bolts with a 2'/2'90 degree hook at the end.The bolts shall be embedded 7" Deerkoski+Arm Design&Engineering,DPC,and there Associated P+C111e1 field 1 1 t ! Gi Garage door glazed opening protection for wind borne debris shall meet into concrete or solid grouted CMU block. Locate bolts not more than 12"from corners,at sides of openings, and at 4'-0"O.C.. Engineer,are not overseeing the construction of this building.ANSI/DASMA 115. Areas within hurricane prone regions:within 1 mile 12. Coordinate the locations of anchor bolts to align with vertical strapping for high wind reinforcement. (5) 8D AT EACH STUD The use of these drawings by any contractor,subcontractor,builder, tradesman or worker shall instigate a Hold Harmless Agreement of the coastal high water line were the ultimate design wind speed is between the drawing user and Deerkoski+Arm Design&Engineering, ca. Specific gravity (G) of lumber end panels shall be 0.42 or greater. 130 miles per hour or greater. CONCRETE 3 112 SIMPSON SDS SCREW AT 16' O.C. DPC. 1. All concrete work shall conform to the ACI"Building Code Recuirements for Reinforced Concrete"(ACI 318), latest edition. The user shall in fact agree to hold Deerkoski+Arm Design& b, for Exposure 8 and a 2-foot overhang. A. EXCEPTION: 2. Slab work shall conform to applicable portions of ACI 302.1 R Guide for concrete floor and slab construction, latest edition. Engineering DPC harmless for any responsibility in regard to the 3. All concrete for footings,walls and piers shall be normal weight with a minimum ultimate compressive strength of 3,000 psi at 28 days with a maximum slump of PLYWOOD BOUNDARY NAILING construction means,methods,techniques,sequences or procedures, c. Imo' median roof height 35 feet or less. Wood Structural panels with a minimum of thickness of 7/16 inch to 5". -- and for any safety precautions and programs in connection with the and a maximum span of 8 feet shall be permitted for opening work and further shall hold Deerkoski+Arm Design&Engineering DPC 4. Concrete for interior slabs on grade shall be normal weight concrete with a water-to-cement ratio of 0.55, maximum slump of 5",and a minimum ultimate strength CENTER FULL 1112" PLYWOOD d. 'Gable wall height e,l'$ feet Sic IS'.S5 from icap floor ceiling to roof peak. protection. Panels shall be precut& predrilled to cover the glazed openings harmless for the costs and problems arising from the negligence of the of 3,500 psi at 28 days. Concrete shall be moist cured and catered for 7 days. - SHEET HORIZONTAL AT RIM contractor,subcontractor,tradesman or workman. A with attachment hardware provided in the table below. 5. Except at architectural exposed concrete,total cement content b w q The use of these drawings also implies that Deerkoski+Arm Design& e. l�rtivlde adequate U1311ff hardware at truss-to-wall connections. Such connections are beyond the p p y eight shall contain 40n Ground Granulated Blast Furnace Slag(GGBFS)OR shall contain � JOIST 9 P g scope of this publication. Label all panels and store in a clean dry area of the house. 20n fly ash. GGBFS shall conform to ASTM C989 Grade 100 or Grade 120. Fly ash shall conform to ASTM C618 Engineering DPC,shall take no responsibility for the plan user's failure Attachments shall be provided in accordance with the table 6. Concrete design mix shall be submitted for each type of concrete to the design professional for review. The design mix shall be accompanied by test reports --- ____ -__= to carry out the work in accordance with the drawing contract documents f. When wind speed is 110 mph or greater and when median roof height is between 25 and 35 feet, as follows: conforming to the ACI method for field experience or the ACI method for trial mixtures, including a graph of mcratio versus strength, in accordance with ACI 301. PLYWOOD BOUNDARY NAILING or any and all applicable building codes and manufacturer's use Sd ring-shrank nails (0.135 x 2-1,/2 inches) within 48 inches of gable end walls. The design mix shall be sealed and signed by a professional engineer. specifications 7. Reinforcing steel shall be deformed bars conforming to ASTM A615, Grade 60. Reinforcing steel shall be detailed according to the ACI Manual of Standard ODE COMPLIANCE NOTES: (1RCT>�ble R602.3(1�, footnote f) MIN. UNIFORMLY DISTRIBUTED L.L. Practice(ACI 315), latest edition. 8. Comply with the recommendations of ACI 306 for cold weather concreting and ACI 305 for hot weather concreting. STRUCTURAL DESIGN SHALL CONFORM TO"CLIMATIC& g. When wind speed is 100 mph or greater, block panel Ages perpendicular to goble"end•weall LIVE 9. Welded wire fabric(WWF)shall conform to ASTM A185,with a minimum ultimate tensile strength of 70,000 psi. GEOGRAPHIC DESIGN DATA"PER R301.2 RCNYS.TO BE framingmembers ail the first two bo of framing. Blocking shall be spaced Ca maximum of USE (5)8D AT EACH STUD DESIGNED TO MEET 130mph WIND LOADS. 0 LOAD 10. Support and securely tie reinforcing to prevent displacement during concrete placement operations. Wire mesh must lap one full mesh at each side and end laps. 4 feel! o.c. (Wood Flnpme Consfnx4ion Manuel, Section 3.5.5) 10 Place mesh on chairs to maintain its position during the pour.Rocks, masonry,or other materials may not be substituted for chairs. ALL STRUCTURAL AND MECHANICAL DRAWINGS SHALL �y `� Uninhabitable attics without storage 11.Fabricate reinforcement to the required shapes and dimensiors within the tolerances stated in the Concrete Reinforcing Steel Institute(CRSI)Manual of Standard CONFORM TO THE PROJECT SPECIFICATIONS,INCLUDED,BUT h" 10d ring-shrank nails (0.14$x 3 Inches). Practices. NOT LIMITED TO THE FOLLOWING: Y Uninhabitable attics with limited storage 20 12.Provide clearances from face of concrete to the closest surface of reinforcement as follows,unless noted Otherwise on the structural drawings: 2018&2021 INTERNATIONAL RESIDENTIAL CODE(IRC) 1. Blocking not required. Slabs: 3/4" 2020&2021 RESIDENTIAL BUILDING CODE OF NEWYORK STATE Habitable attics&attics served with fixed stair 30 PLYWOOD PANEL EDGE NAILING Beams,Columns: 1 1/2° 2021 ENERGY CONSERVATION CODE OF NEW YORK STATE Balconies(exterior)and decks 40 Footings: 3" 2018 AMERICAN WOOD COUNCIL-2018 WOOD FRAMECONSTRUCTION MANUAL HIGH WIND EDITION Exterior Face of Walls: 2"for#6 or larger 2021 AMERICAN WOOD COUNCIL-FIRE DESIGN SPECIFICATIONS Fire escapes 40 1-1/2"for#5 or smaller (FDS) FIGURE 1 Guards and Handrails 200 Interior Face of Walls: 1" 2021 AMERICAN WOOD COUNCIL-SPECIAL DESIGN PROVISIONS 13. Coordinate size and location of all openings and pipe sleeves with architectural and mechanical drawings. Minimum concrete between sleeves shall be 6". FOR WIND AND SEISMIC(SDPWS) ROOF FASTENING ZONES FOR WIND UPLIFT Guard in-fill components 50 14. Conduits and pipes shall be placed above bottom bars and below top bars and shall not exceed 1 3the concrete thickness at any cross-section. Parallel runs AMERICAN HOME SO RATIOF NG SYSTEM ENGINEERS ASCE 7-16 ) Zones 1,2 and 3 g�bel°"w'��"o' !$of the roof that may�+�•dIff4"ent •nin'R roquiromonft" shall be placed a minimum of 3 diameters on center. No aluminum or coated conduit pipe shall be used. (HERS INDEX RATING passenger vehicle garages 50 15.Install slab curing measures immediately after finishing on the same day as concrete placement.Cure slabs using curing paper or plastic with taped joints. Cover SIMPSON CS16 STRAP AND REFER TO CONSTRUCTION NOTES,AND DETAILS Wall line the wetted surface as soon as it can be placed without marking the surface. Keep surfaces moist during the cure period by providing additional moisture,wind ALL KING STUDS AND 48"O.C. Rooms other than sleeping rooms 40 barriers, sun protection and other methods to promote a slow cure. Use of a aurin compound is prohibited. Loss of surface moisture shall be inhibited for at least N BUILDING SHELL INSULATION: 3 Overhang Waft rine-11 C3verhang daabla end well! �Overhong P P 9 p P _, 7 days by recommended ACI methods. `- CEILING•FLAT: NA Sleeping rooms 30 SEALED ATTIC: R-35 CLOSED CELL INSULATION+ASSEMBLY a 2 Chvrbong ct a 2 QY�1llf�ng, to d {2 Overhang) tr 5 SIMPSON SDS SCREW AT 16" O.C. 5 CLOSED CELL INSULATION+ASSEMBLY Stairs 40 FRAMING LUMBER AND TIMBERS 2 v !, 3 2 - 3 3 2 1. All wood framin shall be installed in accordance with the American Forest and Paper Association"Wood Frame Construction Manual", latest edition. EXTER EXTERIOR WALLS a•2s CLOSED CELL INSULATION+ASSEMBLY r__.... _ 1 ---�---------- -- --- �__- _____;_- _.y_ _ 2. All fasteners shall be installed in accordance with American Forest and Paper Association"National Design Specification for Wood Construction", latest edition. _ PLYWOOD BOUNDARY NAILING EXPOSED FLOOR: R•35 CLOSED CELL INSULATION+ASSEMBLY I' ALLOWABLE DEFELECTION OF ALLOWABLE 3. All framing lumber shall conform to the following governing standards: _ __ _ __ FOUNDATION WALLS: R-14 CLOSED CELL INSULATION 2 1 .'2 I ' a; STRUCTURAL MEMBERS DEFLECTION A.American Institute of Timber Construction,'Timber Construction Manual,"latest edition. IL REFER TO HOME ENERGY RATING CERTIFICATE FOR ADDITIONAL REQUIREMENTS !, l; #; B.American Forest and Paper Association National Design Specification for Wood Construction, latest edition. ` 2; 4 li Rafters having slopes greater than 3/12 with 4. All lumber shall be grade-stamped by a recognized grading agency and shall be Surfaced-Dry. LAP PLYWOOD OVER RIM JOIST i? x, ,�' ' ii ! I { $! no finished ceiling attached to rafters U180 FASTEN WITH 3 8D AT 12" O.C. ( r , ;! 9 5. Framing Lumber shall be from a Sustainable Forestry Imitative(SFI)certified sustainable forest. The contractor is responsible to submit certification to the design ( ) professional for review prior to construction. Interior walls and partitions H/180 6. Sawn framing lumber shall be of the following minimum grade and specie for the specified use. Floors and ceilings Rafters: ENGINEERED WOOD I BEAMS-AS PER MANUFACTURER'S SPECIFICATIONS --- PROJECT: ' ' l 9 U360 Joists: ENGINEERED WOOD I BEAMS-AS PER MANUFACTURER'S SPECIFICATIONS PLYWOOD BOUNDARY NAILING H l 0q, I li I ; L fZ F ;! All other structural memebers U240 Studs: Douglas Fir Larch Stud Grade, Ftr850 psi, E=1,400,000 psi. Kiln dried 15o moisture content WRAP STRAP UNDER SILL PLATE as a! Exterior walls with stucco finish Plates: Douglas Fir Larch Stud Grade. SLrfaced Dry. • a • I }, H/360 Beams Douglas Fir Larch S1, Fb=1000 psi., E=1,700,000 psi. Surfaced Dry PROPOSED ADDITION 1 !I 2 I 1 12 2 I 1 12 !i m �i 2 i 1 1 2 2 1 i 2 �i ( Exterior walls-wind loads/brittle finishes U240 Posts Douglas Fir Larch S1, FC=1000 psi., E=1,600,000 psi. Surfaced Dry & 7. Sills in contact with concrete or masonry shall be 2x Southern Yellow Pine#1 Pressure Treated or 1-1/2"thick preservative treated TimberStrand LSL treated sills. Exterior walls-wind loads/flexible finishes U140 8. Nailing shall conform to Table 2304.9.1 in the International Building Code 2012. Nails specified on plans are common nails. ACCESSORY GARAGE 9. Where sawn framing lumber is flush framed to engineered lumber(LVL, PSL, LSL),glued-laminated,or steel beams,set the girders 1 4clear below top of TO THE L=span length,H=span height framing lumber to allow for framing lumber shrinkage. li ' '� i`• ° Ii 4 i { ;i 10.All rafters and joists shall align directly with studs below;where required install additional studs. GA L L U C C I RESIDENCE WOOD HEADER SCHEDULE 11.Lap all plates at corners and at intersection of partitions. SHEATHING NAILING SCH EDU LE 12.The ends of beams shall be braced against rotation with blocking, hangers, bridging, bolting,or other means approved by the design professional. NOMINAL LUMBER SIZE: SPANS: 13.Built-up columns shall be fabricated as follows: 1720 BAYSHORE ROAD I { { r' Column from 2x4 members: SHEATHING TYPE BOUNDARY PANEL EDGE FIELD ! 2 2 ,.'f}�4°�, 2 2I ( Ii 2 2X6 UP TO 3'-0' NAILING NAILING NAILING SOUTHOLD, NEW YORK r ( ) (2)Laminations: (1)row of 8d nails on each side of column,8"O.C. staggered. (3) Laminations: (1)row of 30d nails on each side of column, 8"O.C. staggered. (2)2X8 T-0'TO V-0" Column from 2x6 members: 15132" PLYWOOD SHEATHING 8D (2 1 P2"X .131) 8D(2 1.2"X .131) 8D (2 1.2"X .131) ca i 2 _ 'i o i 3 2 1 3 3 2 ' 3 e' (2)Laminations: (2)rows of 8d nails on each side of column,8"O.C. staggered. AT 6" O.C. AT 6" O.C. AT 12" O.C. = .- ---�� --i (2)2X10 V-0"TO V-0' (3)Laminations: (2)rows of 30d nails on each side of column, 8"O.C.staggered. �2 Overhang _ 2+�verllcxna! �2 Overhang 14.Where posts are specified on the drawings as 4x4,4x6,etc,they shall be solid, not built up from studs. NOTES: (2)2X12 V-0"TO 10'-0" 15.Where wood posts are specified above and below a level of floor framing, maintain the same cross sectional area through the thickness of the floor either by 1. BLOCK BEHIND ALL PLYWOOD PANEL EDGES 3 Overhang --Wall line 3 Overhang Cable end wall 3 Overhong continuing the post,adding LVL blocking underneath,or adding a beam of the same width as the largest post. 2. BOUNDARY NAILING OCCURS AT WALL BOUNDARIES-TOP PLATES, BOTTOM PLATES, AND DRAWING TITLE: Wall line POSTS SHALL BE 4X4(NOMINAL) 16.Where wood posts are specified on the drawings,the supported beam(s)shall bear on the full cross section of the post. ENDS OF WALLS 17.Provide cross bridging at maximum V-0"o.c.for all joists. 3. PANEL EDGE NAILING OCCURS AT EDGES OF PLYWOOD SHEETS OR SECTIONS OF Dist*"o=d h in most(saxes(10%of least building width or 0.4 Bmes building height,whichever is smaller,buf not kers thou either 4% *NOTE:ALL SIZES CALLED OUT ON ANY OF 18.No joists shall be cut, notched,or have holes added without approval. GENERAL NOTES of lent btild;ng width or 4;fl!). THE FOLLOWING DRAWINGS WILL 19.Exterior wall studs shall be continuous between points at which they can be braced by a floor or roof, unless noted otherwise. SHEETS. SUPERCEDE THIS SCHEDULE. 20.Where the bottom ply of the top plate is interrupted by a raised header beam, no splice in the top ply shall be located over the header or within T-0"of each end 4. FIELD NAILING OCCURS AT ALL INTERMEDIATE FRAMING MEMBERS AND BLOCKING SHEATHING & FASTENING of the header or the splice shall be located at midspan of the header with 12 10d nails each side of splice. BEHIND PLYWOOD PANELS *NOTE:USE(3)2x HEADERS AT ALL 2x6 21.Do not install non-load bearing partitions below load bearing beams until all load bearing framing is completely installed, including roof framing EXTERIOR WALLS 22.All bolt holes in load bearing wood framing components shall be no more than 1/16"larger than the bolt diameter. TABLE R302.6 MANUFACTURED WOOD PRODUCTS SET: ISSUED FOR: DATE: DWELLING -GARAGE SEPARATION 1. LVL(Micro Lam)Beams: Manufactured by iLevel by Weyerhauser. Fb=2600 psi, E=1,900,000 psi. 1 ISSUE FOR PERMIT 04-27-2023 IRC TABLE R802.5.1(O 2. PSL(Parallam) Beams: Manufactured ct iLevel i Weyerhauser. Fb=2900 psi, 00 psi, E=1, psi TYPICAL WALL FASTENING AND STRAPPING SEPARATION MATERIAL RAFTER/CEILING JOIST HEEL CONNECTION 3. PSL(Parallam)Columns Posts: Manufactured by iLevel by Weyerhauser. Fc=2500 psi, E=1,800,000 psi FROM THE RESIDENCE AND ATTICS NOT LESS THAN 1/2"-INCH GYPSUM OR 4. TJI members: Manufactured by iLevel by Weyerhauser. EQUIVALENT TO THE GARAGE SIDE RAFTER RAFTER GROUND SNOW:20 PSF 5. LSL members: Manufactured by iLevel by Weyerhauser. SLOPE SPACING 6. Substitutions are not allowed without approval from design professional and the contractor shall compensate the design professional for time spent evaluating the FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8"-INCH TYPE X GYPSUM ROOF SPAN proposed substitution. BOARD 7. The plys of built up manufactured wood products shall be fastened together in conformance with the manufacturer's specifier's guide, unless noted otherwise. STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES NOT LESS THAN 1/2"-INCH GYPSUM BOARD 12 FT F20 FT 28 FT 36 FT USED FOR SEPARATION REQUIRED BY IRC-R302.6 PLYWOOD NUMBER OF 16D COMMON NAILS 1. Plywood sheathing shall be APA RATED SHEATHING,APA grade stamped for the specified span and use,with an index stamp visible on all sheets,and made GARAGE LOCATED LESS THAN 3 FEET FROM A NOT LESS THAN 1/2"INCH GYPSUM BOARD with exterior glue. Sheathing shall be of the following thickness: Roof 5/8"or 3/4". Floors 3/4"tongue and grooved. Walls 1/2" DWELLING UNIT ON THE SAME LOT APPLIED TO THE INTERIOR SIDE OF 3: 12 16"O.C. 5 4 10 13 2. All plywood shall be glue nailed to floor joists using APA approved construction adhesive(PL400 or approved equal.)Use ply clips or other edge support as EXTERIOR WALLS THAT ARE WITHIN THIS AREA required for plywood sheathing. 4:12 16'O.C. 4 6 8 10 3. Leave 1 d16"space at all plywood panel end joints. Leave 18"space at all panel edge joints if not tongue and grooved. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD SHALL COMPLY 5:12 16'O.C. 3 5 6 8 WITH TABLE R702.3.5 THE WALL SEPARATION SHALL NOT APPLY TO GARAGE WALLS THAT ARE METAL WOOD CONNECTORS PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL 1. Simpson products installed per Wood Construction Connectors 2011-2012(C-2011)by Simpson Strong-tie. SEAL: DATE: 7: 12 16"O.C. 3 4 5 6 2. Use common nails at all metal wood connectors. APRIL 27, 2023 3. 10d 1-1/2"nails may not be substituted for 10d or 16d nails specified by manufacturer for that connector,unless noted on plans DECK LEDGER TO BAND JOIST CONNECTION IRC TABLE R507.2 9: 12 16'O.C. 3 4 4 5 4. Install Simpson face mount hangers at all flush framing conditions. Use face mount hangers specified in iLevel Joist specifier's guide TJ 4000 and iLevel Beam, 12: 12 16"O.C. 3 3 4 4 Header,and Column specifier's guide TJ 9000 by Weyerhaeuser, unless specified otherwise on plan. CONNECTION JOIST SPAN 5. Provide metal hurricane anchors at each rafter. Unless noted,use Simpson H2.5A or as required by the local governing building code. PROJECT NO: 6. Rafters framed flush to structural ridge beams shall have Simpson LSSU hangers. 2022 -44 DETAIL <6' 6'1'TO i' i'1"TO 10' 1011'TO 12' AST TO 14' 1411'TO 16' 611'TO 18' THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 7. Where ACO or CuAz wood preservative treated wood framing components are used,all connectors and fasteners shall be stainless steel.Alternate methods for BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS protection against corrosion of connectors and fasteners must be approved by the design professional. DRAWN BY: 1/2"DIA. LAG SCREW 30" 23" 18' 15" 13" 11" 10" LOCATED HIGHER IN THE ATTIC THE HEEL JOINT CMA & 1/2"MAX. SHEATHING CONNECTION SHALL BE INCREASED AS FOLLOWS: STRUCTURAL STEEL OF NEW y CHECKED BY: Hc/ Hr HEEL JOINT AJDUSTMENT FACTOR 1. All structural steel work shall conform to the following governing standards: P� DEERh 0 36' 3634" 1/2"DIA. THRU BOLT ' 29' 24" 21' 19" A.AISC"Specification for the Design, Fabrication and Erection of Structural Steel for Buildings,"latest edition. JJD & 1/2"MAX. SHEATHING 1 / 3 1.5 B.The American Welding Society(AWS D1. 1)"Code for Welding in Building Construction,"latest edition.I t -------J, ;:24,* o* SCALE: 2. All structural steel shall conform to the following ASTM specifications: r 4111. w.. 1/4° = 1'-0" LEDGERS SHALL BE FLASHED 1 /4 1.33 ¢k, A.Plates:ASTM A36 LAG SCREWS SHALL BE STAGGERED PER IRC R507.2.1(1) 1 / 5 1.25 B. Rolled W-Sections:ASTM A992 Grade 50 ti =�` z SHEET NUMBER: C.All other rolled sections:ASTM A36 1 / 6 1.20 SpA 702 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA D.Tube Columns:ASTM A500, Grade B. 25 E.All bolted connections are to be made with 3/4"A307 bolts with ASTM F436 washers, unless noted otherwise Connections are to be standard AISC SOF G- 1 1 WIND DESIGN SUBJECT TO DAMAGE FROM connections. GROUND WIND SIESMIC AIR MEAN F.Anchor bolts: ASTM F1554 Grade 36. 3/4"diameter unless noted otherwise on drawings. WINTER ICE SHIELD FLOOD SNOW SPECIAL FROST FREEZING ANNUAL 3. Welding electrodes shall be ASTM A233, Class E70XX. Use low hydrogen electrodes for A572,Grade 50 steel. DOB NUMBER: OF SPEED TOPOGRAPHIC WIND BORNE DESIGN WEATHERING DESIGN UNDERLAYMENT HAZARD 4. Shop paint interior steel members with rimer. Vert that the finish coat is compatible with the rimer before applying and noti design professional if it is not. LOAD (MPH) EFFECTS REGION DEBRIS CATAGORY LINE TERMITE TEMP REQUIRED INDEX TEMP P P P Verify p p ty g ZONE DEPTH Field paint as per Architectural drawings and Specifications. \ MODERATE 5. Shop and erection drawings shall be submitted to the design professional for review and approval. No fabrication of steel shall commence without approved shop JAMES J DEERKOSKI, PE \1 20 LBS 130 NO NO NO B SEVERE X-01� 15 YES NO 1500 or less 52.2 drawings. Shop drawings shall conform to customary AISC detailing standards. DEERKOSKI + ARM DESIGN AND ENGINEERING DP TO HEAVY 6. All beams except cantilever beams shall be fabricated with natural camber up. Cantilever beams shall be fabricated so that natural camber raises cantilevered M.WITHIN 1 MILE OF THE COASTAL HIGH WATER LINE WHERE THE ULIMATE DESIGN WIND SPEED IS 130 MPH OR GREATER end. CHAPTER 6 WALL CONSTRUCTION 2021 International Residential Code TABLE R602.3(1) (IRC) SECTION R602 WOOD WALL FRAMING M FASTENING SCHEDULE First Version:Dec 2020 _ �g + A Rm TABLE R602 3(3) � •'� '. D'3E61msN & CNG1NEERINM DPC REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURESa,b,c "? . I 4-8d box(2 1/2"x 0.113");or SPACING OF FASTENERS - _ T DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENERa,b,c SPACING AND LOCATION I DESCRIPTION OF BUILDING_LEMENTS NUMBER AND TYPE OF FASTENER a,b,c 7Ed Intermediate supports °,e E T Inches PANEL NAIL ULTIMATE DESIGN M E ( ) MINIMUM NAIL WIND SPEED V ul1MINIMUM WOOD MINIMUM NOMINAL MAXIMUM WALL SPACING DEERKOSKI H- ARM 3-16d box(3 1/2"x 0.135");or M (mph)Roof (inches) STRUCTURAL PANEL SPAN PANEL THICKNESS STUD SPACING DESIGN AND ENGINEERING D P C 4-8d box(2 1/2"x 0.113");or Wood structural panels,subfloor, Penetratio RATING (inches) (inches) Edges Field Wind exposure roof ani interior wall sheathing to framing and particleboard wall sheathing to framing[see Table R602.3(3) Slze n(inches) (inches (inches category for wood structural panelexterior wall sheathing to wall framing] 0c.) o.c.) B C D Its LIBRARY AVE. SUITE C 4-8d common(2 1/2"x 0.131");or Toe nail 6d common or deformed(2"x 0.113"x 0.266" 6d Common WESTHAM PTON BEACH NY 11978 head);2 3/8"x 0.113"x 0.266"head nail(subfloor, 6 6f (2 0"x 1.5 24/0 3/8 16 6 12 140 115 110 3-8d common(2 1/2"x 0.131");or wall)1 0113") 631-767-6071 CRAIG@oDASTUDIONT.COM Blocking between ceiling joists,rafters or trusses to top Toe nail 31 3/8"-1/2" 8d common(2 1/2"x 0.131")nail(roof);or 8d Common 16 6 12 170 140 135 ENGINEER OF RECORD: plate or other framing below 4-tOd box(3"x 0.128");or (2.5"x 1.75 24/16 7116 3-10d box(3"x 0.128");or 6 st 0.131") 24 6 12 140 115 110 I 17 Top or bottom plate to stud RSRS-01(2 3/8"x 0.113")nail(roof)b 4-3"x 0.131"nails 8d common(2-2 1/2"x 0.131")nail(subfloor,wall) 6 12 MINIMUM NAILMINIMUM WOOD STRUCTURAL PANEL SPAN RATINGMINIMUM NOMINAL PANEL THICKNESS (inches) ,; II 2-8d common(2112 x 0.131 );or I 3-3"x 0.131"nails 3-16d box(31/2"x 0.135");or 8d common(2 1/2"x 0.131")nail(roof);or MAXIMUM WALL STUD SPACING (inches)PANEL NAIL SPACINGULTIMATE DESIGN WIND SPEED V (mph) E N G I N E E R I N G " " SizePenetration (inches)Edges (inches o.c.)Field (inches o.c.) 1 Wind ex osure cote o BCD6d Common 2.0"x 0.1 13" 1.524 0 166121401 151 108d Common 2.5"x 0.131" structural engineering services • consulting Each end toe nail 32 19/32"-3/4" 6 6f P 9 ry ( ) / / ( ) 2-16d common(31/2"x 0.162");orRSRS-01;(2 3/8"x 0.113")nail(roof)b 1.7524/16 / 16612170140135246121401 151 10 For SI: 1 inch 25.4 mm, 1 mile per hour 0.447 m/s. Blocking between rafters or truss not at the wall top x nails End nail Deformed 2 3/8"x 0.113"x 0.266"head(wall or 6 12 a. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more JAMES J.DEERKOSKI P.E. plates,to rafter or truss 2-16d common(3 112"x 0.162");or subfloor) than 16 inches on center shall be applied with panel strength axis perpendicular to supports. 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 3-10d box(3"x 0.128");or 10d common(3"x 0.148")nail,or b. Table is based on wind pressures acting toward and away from building surfaces in accordance with Section End nail R301.2. Lateral bracing requirements shall be in accordance with Section R602.10. 3-3"x 0.131"nails 33 7/8"-1 1/4" 6 12 c. Wood structural panels with span ratings of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a DWNERSHIP&USE OF DOCUMENTS: 16d comnon(3 1/2"x 0.162");or 3-3"x 0.131"nails (2 1/2"x 0.131 x 0.281"head)deformed nail 24/0 span rating. Plywood siding rated 16 o.c. or 24 o.c. shall be permitted cs an alternate to panels with e 24/16 Flat blocking to truss and web filler 3-10d box(3"x 0.128");or Other wall sheathing g span rating. Wall-16 and Plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. These drawings and specifications including the ideas,design and 6"o.c.face nailarrangements represented therein,are the property of Deerkoski+ 1 1/2"x 0.120"galvanized roofing nail, 7/16 "head Arm Design&Engineering,DPC. (3"x 0.131"nails diameter,or No part thereof shall be copied,disclosed to others or used in 4-8d box(2 1/2"x 0.113");or 18 Top plates,laps at corners and intersections 2-16d common(3 1/2"x 0.162");or Face nail 34 1/2"structural cellulosic fiberboard shmthing 3 6 SECTION R602 WOOD WALL FRAMING connection with any work or project other than for which they have TABLE R602.3(4) been prepared without written consent. 1 1/4"long 16 ga.staple with 7/16"or 1"crown ALLOWABLE SPANS FOR PARTICLEBOARD WALL SHEATHINGa Drawings&specifications,as instrucments of professional service, 3-8d common(2 1/2"x 0.131");or 3-3"x 0.131"nails 1 3/4"x 0.120"galvanized roofing nail,7/16"head are and shall remain the Property of the engineer. diameter,or STUD SPACING(inches) 3-8d box(2 112"x 0.113");or THICKNESS(inch) GRADE 2 Ceiling joists to top plate Perjoist,toe nail 35 25/32"structural Cellulosic fiberboard sheathing 3 6 Where siding is nailed to studs Where siding is nailed to sheathing OLD HARMLESS: a/e M-1 Exterior glue 16 - 3-10d box(3"x 0.128");or Deerkoski+Arm Design&Engineering,DPC,and there Associated 2-8d common(2 112"x 0.131");or 1 1/4"long 16 ga.staple with 7/16"or 1"crown 1r2 M-2 Exterior glue 16 16 Engineer,are not overseeing the construction of this building. 1 1/2"x 0.120"galvanized roofing nail,7/16"head THICKNESS (inch)GRADESTUD SPACING (inches)Where siding is nailed to studsWhere siding is nailed to sheathing The use of these drawings by any contractor,subcontractor,builder, 19 1"brace to each stud and plate Face nail / M-1 Exterior gluel 6-/ M-2 Exterior glue1616 tradesman or worker shall instigate a Hold Harmless Agreement 3-3"x 0.131"nails For SI: 1 inch = 25.4 mm. between the drawing user and Deerkoski+Arm Design&Engineering, " 4-10d box(3"x 0.128");or 2-10d box(3"x 0.128");or a. Wall sheathing not exposed to the weather. If the panels are applied horizontally, the end joints of the panel shall DPC. 36 1/2"gypsum sheathing d 1 1/4"long 16 ga.; 7 7 be offset so that four panel corners will not meet. Panel edges must be supported. Leave a / -inch gap between The user shall in fact agree to hold Deerkoski+Arm Design& panels and nail not less than / inch from panel edges. Engineering DPC harmless for any responsibility in regard to the Ceiling joist not attached to parallel rafter,laps over construction means,methods,techniques,sequences or procedures, 3 partitions[see Section R802.5.2 and Table R802.5.2(1)] 3-16d common(3 1/2"x 0.162");or Face nail 2 staples 1 3/4" and for any safety precautions and programs in Connection with the 3-8d box(2 1/2"x 0.113");or staple galvanized,1 112"long;7/16"or 1"crown or 1 1/4" SECTION R602 WOOD WALL FRAMING work and further shall hold Deerkoski+Arm Design&Engineering DPC screws,Type W or S TABLE R602.3(5) harmless for the costs and problems arising from the negligence of the 4-3"x 0.131"nails 1 3/4"x 0.120"galvanized roofing nail,7/16"head contractor,subcontractor,tradesman or workman. diameter,or 1 1/4"Ion 16 a.; SIZE,HEIGHT AND SPACING OF WOOD STUDSa The use of these drawings also implies that Deerkoski+Arm Design& Ceiling joist attached to parallel rafter(heel joint)(see 2-Sd common(2 1/2"x 0.131");or 9 9 4 Section R802.5.2 and Table R802.5.2(1)] Table R802.5.2(1) face nail tl Engineering DPC,shall take no responsibility for the plan user's failure 20 1"x 6"sheathing to each bearing Face nail 37 5/8"gypsum sheathing 7 7 BEARING WALLS NONBEARING to Car out the work in accordance with the drawing Contract documents STU WALLS carry g 4-1 Did box(3"x 0.128");or 9 9 or any and all applicable building codes and manufacturer's staple galvanized,1 1/2"Ion 7/16"or 1"crown or 1 114" �aeal/ Maximums spacing where Maximums spacing where Maximums spacing where Maximum Lateral/ Maxim 2-10d box(3"x 0.128");or screws,Type W or S 9 SIZE y P 9 p 9 P 9 y um Specifications. yp port supporting aroof-ceiling supporting one floor,plus a supporting two floors,plus a spacing where unsupportWood structural panels,combination subfloor underlayment to framing hes tud a assembly or a habitable roof-ceiling assembly or a roof-ceiling assembly or a supporting one ed stud spacing 5 Collar tie to rafter,face nail 3-10d common(3"x 0.148");or Face nail each rafter Deformed 2"x 0.113" or ) height attic assembly,only habitable attic assembly habitable attic assembly floor height a height a inches ODE COMPLIANCE NOTES: ( ) (feet) (inches) (inches) (inches) (inches) (feet) (inches)2 staples,1"crown,16 ga.,1 3/4"long STRUCTURAL DESIGN SHALL CONFORM TO"CLIMATIC& 3-Bd box(2 1/2"x 0.113");or GEOGRAPHIC DESIGN DATA"PER R301.2 RCNYS.TO BE 44"x 0.131"nails DESIGNED TO MEET 130mph WIND LOADS. 3-16d box(3 1/2"x 0.135");or 38 3/4"and less Deformed(2"x 0.120")nail;or 6 12 _ ALL STRUCTURAL AND MECHANICAL DRAWINGS SHALL 3-Bd common(2 112"x 0.131");or CONFORM TO THE PROJECT SPECIFICATIONS,INCLUDED,BUT 8d common(2 1/2"x 0.131")nail 2 x - _ _ _ NOT LIMITED TO THE FOLLOWING: 3-10d common(3"x 0.148");or 371 10 is 2018&2021 INTERNATIONAL RESIDENTCODE Bd common(2 1/2"x 0.131")nail;or IAL (IRC) 2 toe nails on one side and 1 toe nail on 3-10d box(3"x 0.128");or 2 x 4 10 24c 16c - 24 14 24 2020&2021 RESIDENTIAL BUILDING CODE OF NEW YORK STATE 6 Rafter or roof truss to plate opposite side of each rafter or trussi 3 x 4 10 24 24 16 24 14 1 24 2021 ENERGY CONSERVATION CODE OF NEW YORK STATE 4-10d box(3"x 0.128");or 2-5- 10 24 24 - 24 16 24 2018 AMERICAN WOOD COUNCIL-2018 WOOD FRAME 39 7/8"-1" Deformed(2"x 0.113");or 6 12 2 x 6 10 24 2a 16 24 20 24 20211 AMERICANN MANUAL HIGH IND WOOD COUNCIL-FRE DETION SIGN SPECIFICATIONS 3 staples,1"crown,16 ga.,13/4"long Wider than 1"x B" STUD SIZE(inches)BEARING WALLSNONBEARING WALLSLaterally unsupported stud height(feet)Maximum spacing where supporting a roof- (FDS) 4-3"x 0.131"nails 21 1"x 8"and wider sheathing to each bearing Face nailhabitable attic assembly ceiling assembly or a habitable attic assembly,only(inches)Maximum spacing where supporting one floor,plus a roof-ceiling assembly or a 2021 AMERICAN WOOD COUNCIL-SPECIAL DESIGN PROVISIONS 3 1/2"x 0.135";or 4-16d box Deformed(2 1/2"x 0.120")nail ( ) y(inches)Maxlmum spacing where supporting two floors,plus aroof-ceiling assembly ora habitable attic assembly FOR WIND AND SEISMIC(SDPWS) 10d common(3"x 0.148")nail;or (inches)Maximum spacing where supporting one floor height(inches)Laterallyfinsupported stud height(feet)Maximum spacing(inches/ AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7-16 4-8d box(2 1/2"x 0.113");or HOME ENERGY RATING SYSTEM(HERS INDEX RATING) 3-10d common(3"x 0.148");or REFER TO CONSTRUCTION NOTES,AND DETAILS 40 110-11/4" Deformed(2"x 0.113");or 6 12 Toe nail 3-8d common(2 1/2"x 0.131");or BUILDING SHELL INSULATION: 4-10d box(3"x 0.128");or Deformed(2 1/2"x 0.120")nail CEILING-FLAT: NA 3-10d box(3"x 0.128");or SEALED ATTIC: R-35 CLOSED CELL INSULATION+ASSEMBLY For SI: 1 inch 25.4 mm, 1 foot 304.8 mm, 1 mile per hour 0.447 m/s; 1 ksi 6.895 MPa. CEILING-VAULTED: R-35 CLOSED CELL INSULATION+ASSEMBLY Roof rakers to ridge,valley or hip rafters or roof rafter to 4-3"x 0.131"nails EXTERIOR WALLS: R-26 CLOSED CELL INSULATION+ASSEMBLY 7 a. Nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and EXPOSED FLOOR: R-35 CLOSED CELL INSULATION+ASSEMBLY minimum beam 3-t6dbox(31/2"x0.135");or 4staples,1"crown,16ga.,13/4"long sheathing connections are Carbon steel and shall have minimum average bending yield strengths as shown: 80 ksi FOUNDATION WALLS: R-14 CLOSED CELL INSULATION Floor for shank diameter of 0.192 inch (20d common nail), 90 ksi for shank diameters larger than 0.142 inch but not 4-Bd box(2 1/2"x 0.113");or REFER TO HOME ENERGY RATING CERTIFICATE FOR ADDITIONAL REQUIREMENTS larger than 0.177 inch, and 100 ksi for shank diameters of 0.142 inch or less. Connections using nails and staples of 2-16dcanmon(31/2"x0.162");or other materials, such as stainless steel, shall be designed by accepted engineering practice or approved under End nail Section R104.11. _ 3-8d common(2 1/2"x 0.131");or b. IRSRS-01 is a Roof She/thing Ring Shank nail meeting the specifications in ASTM F1667.1 3-10d box(3"x 0.128");or c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. 22 Joist to sill,top plate or girder Toenail d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. e 2 x 3 10162 x 41024 16 5-24'14243 x 4102424162414242 x 5102424-2416242 x 610242416242024 PROJECT: 3-10d box(3"x 0.128");or e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). For SI: 1 inch=25.4 mm, 1 foot=304.8 mm. 3-3"x 0.131"nails f. For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within Wan 48 inches of roof edges and ridges, nails shall be spaced at 4 inches on center where the ultimate design wind a.Listed heights are distances between points of lateral support placed perpendicular to the plane of the wall. led common(3 1/2"x 0.162") 24"o.c.face nail 3-3"x 0.131"nails speed is greater than 130 mph in Exposure B or greater than 110 mph in Exposure C. Bearing walls shall be sheathed on not less than one side or bridging shall be installed not greater than 4 feet apart PROPOSED ADDITION 10d box;3"x 0.128");or8d box(2 1/2"x 0.113") a"o.c.toe nail 9• Gypsum sheathing shall conform to ASTM C1396 and shall be installed in accordance with ASTM C 1280 o r IGA measured vertically from either end of the stud. Increases in unsupported height are permitted where in compliance at wall panels)) 16"o.c.face nail 8d common 8 Stud to stud not braced ll ls 21/2"x 0.131";or 2531. Fiberboard sheathing Shall Conform to ASTM C208. &( ) Inwith Exception 2 of Section R602.3.1 or designed in accordance with accepted engineering practice.. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and b.Shall not be used in exterior walls. ACCESSORY GARAGE 3"x0.131"nails Rim joist,band joist or blocking to sill or top plate required blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel ed es supported orted b framin members and re uired blockin Blockin of roof or floor sheathing ane/ edges c.A habitable attic assembly supported by 2 x 4 studs is limited to a roof span of 32 feet.Where the roof span TO THE 16d box!3 1/2"x 0.135");or 23 applications also) 10d box(3"x 0.128");or 6"o.c.toe nail g p p y g q g g g P g perpendicular to the framing members need not be provided except as required by other provisions of this code. exceeds 32 feet,the wall studs shall be increased to 2 x 6 or the studs shall be designed in accordance with sStud to stud and abutting studs atinewall 12"o.c.face nail Floor Perimeter shall be supported by framing members or solid blockin9• accepted engineering Practice. GAL L U CC I RES I D E N C corners(at braced wall panels) i. Where a rafter is fastened to an adjacent parallel ceilingjoist in accordance with this schedule, provide t 3"x 0.131^nails 3"x 0.131^nails p rovtwo toe SECTION R602 WOOD WALL FRAMING 1720 BAYSHORE ROAD 16dcomnon(31/2"x0.162") 1s"o.c.face nail nails on one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. 3-8d box(2 1/2"x 0.113");or The TABLE R602.3(6) H 16d common(3 1/2"x 0.162") 16"o.c.each edge face nail , EIGHT AND SPACING 10 uilt-up header(2"tot"header with/"spa/;rir) 16dbox;31/2"x0.135") 12"o.c.each edge face nail toe nail On the opposite Side of the rafter shall not be required. ALTERNATE WOOD BEARING WALL STUD SIZESOUTHOLD, NEW YORK 5-8d box(2 1/2"x 0.113");or 2-8d common(2 112"x 0.131");or ULTIMATE DESIGN WIND SPEED CHAPTER 6 WALL CONSTRUCTION STUD HEIGHT SUPPORTING STUD SPACING a 115 mph 130 mph b 140 mph b x Maximum roof/floor span c Maximum roof/floor span c Maximum roof/floor span c 24 1" 6"subfloor or less to each joist Face nail TABLE R602.3(2) 11 ontinuous header to stud 4-8d common(2 1/2"x 0.131");or Toe nailALTERNATE ATTACHMENTS TO TABLE R602.3(1) 12 ft 24 ft 12 it 24 it 12 ft 24 ft 3-10dbox(3"x0.128");or 12 in 2 x 4 2 x 4 2x4 2 x 4 2x4 2 x 4 NOMINAL MATERIAL SPACING OF FASTENERS c Roof only 16 in 2 x 4 2 x 4 2 x q 2 x 6 2 x 4 2 x 6 DESCRIPTION OF FASTENER AND LENGTH(inches)a,5 Ed 24 in 2-6 2 x 6 2 x 6 2 x 6 2 x 6 2 x THICKNESS(inches) Edges Intermediate supports lift 6 DRAWING TITLE: 4-10d bex(3"x 0,128") (inches) (inches) 12 in 2 x 4 2 x 6 2 x 4 2 x 6 2 x 4 2 x 6 2 staples,1"crown,16 ga.,1 3/4"long Wood structural panels subfloor,roof and wall sReathin to framing and particleboard wall sheathingto framin f Roof and one floor 161n 2 x 6 2 x 6 2 x 6 2 x 6 2 x 6 2 x 6 4-16d bex(3 1/2"x 0.135",;or Floor p g Staple 15 ga.1 3/4 9 4 8 24 in 2 x 6 2 x 6 2 x 6 2 x 6 2 x 6 2 x 6 NAILING & FASTENING 3-16d box(3 1/2"x 0.135");or Up to 1/2 0.097-0.099 Nail 21/4 3 6 12 in 2x4 2 x 4 2 x 4 2 x 6 2 x 4 2 x 6 3-16d common(3 1/2"x 0.162");or 25 2"subfloor to joist or girder Blind and face nail Staple 16 ga.1 3/4 3 6 Roof only 16 in 2 x 4 2 x 6 2 x 6 2 x 6 2 x 6 2 x 6 0.113Nail 2 3 6 12 It 24 in 2x6 2 x 6 2 x 6 2 x 6 2 x 6 2x6 REQUIREMENTS 12 Adjacent full-height stud to end of header End nail 2-16d common(3 1/2"x 0.162") 19/32 and s/a Staple 15 and 16 ga.2 4 g 12 in 2 x 4 2 x 6 2 x 6 2 x 6 2-6 2 x 6 3-16d box(3 1/2"x 0.135");or Roof and one floor 16 in 2 x 6 2 x 6 2 x 6 2 x 6 2 x 6 2 x 6 4-10d box "3"x 0.128 ,or 0.097-0.099 Nail 2 1/4 4 6 24 in 2 x 6 2 x 6 ( ) 2 x 6 2 x 6 2 x 6 DR 26 2"planks(plank&beam-floor&roof) At each bearing,face nail Staple 14 ga.2 4 B STUD HEIGHT SUPPORTING STUD SPACING ULTIMATE DESIGN WIND SPEED 115 mph 130 mph 140 mph Maximum roof/floor span Maximum SET: ISSUED FOR: DATE: roof/floors an Maximum roof/floors y 2-16d common(3 112"x 0.162") 23/32 and 3/a Staple 15 ga.1 3/4 3 6 p pan 12 ft 24 ft 12 ft 24 ft 12 ft 24 ft 11 ft Roof 0711 12 in 2 x 42 x 42 x 42 x 42 x 42 x 416 int x 42 x 42 x 42 x 62 x 42 0.131" 0.097-0.099 Nail 2 114 4 8 x 624 int x 62 x 62 x 62 x 62 x 62 x 6Roof and one floorl2 in2 x 42 x 62 x 42 x 62 x 42 x 616 int x 62 x 62 x 62 x 62 x 62 x 624 in2 x 62 x 62 x 62 x 62 4-3"x common nails 3-t6d common(3 1/2"x 0.162");or Staple 16 ga.2 4 8 x 62 x 612 ItRoof oniy12 in2 x 42 x 42 x 42 x 62 x 42 x 616 in2 x 42 x 62 x 62 x 62 x 62 x 624 in2 x 62 x 62 x 62 x 62 x 62 x 6Roof and one floor12 in2 x 1 ISSUE FOR PERMIT 04-27-2023 16d common(3 112" 0.162") 16"o.c.face nail Staple 14 ga.2 114 4 8 42 x 62 x 62 x 62 x 62 x 616 in2 x 62 x 62 x 62 x 62 x 62 x 624 in2 x 62 x 62 x 62 x 62 x 6DR 10d box(3"x 0.128");;or 0.113 Nail 2 1/4 3 6 For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 mph=0.447 m/s, 1 pound=4.448 N. 13 To ate to to late 1 DR=Design Required. Top p p p 12"o.c.face nail 4-10 box(3"x 0.128");or Staple 15 ga.2 114 4 6 27 Band or rim joist to 0.097-0.099 Nail 112 4 8 3"x 0.131"nails j ' joist End nail SPACING OF FASTENERS° a.Wall studs not exceeding 16 inches on center shall be sheathed with minimum 1/2-inch gypsum board on the 8-16d common(3 1/2"x 0.162");or 4-3"x 0.131"nails;or NOMINAL MATERIAL DESCRIPTION OF FASTENER AND LENGTH(inches)a,b d interior and 3 -inch wood structural panel sheathing on the exterior.Wood structural panel sheathing shall be THICKNESS(inches) Edges Body of panel P 9 p g (inches) (inches) attached with 8d(2.5"x 0.131")nails not greater than 6 inches on center along panel edges and 12 inches on Floor underiayment;plywood-hardboard-particleboard-fiber-cement f h center at intermediate supports,and all panel joints shall occur over studs or blocking. 12-16d box(3 1/2"x 0.135");or 4-3"x 14 ga.staples,7/"gflown Fibercement b.Where the ultimate design wind speed exceeds 115 mph,studs shall be attached to top and bottom plates with Face nail on each side of end joint(minimum Nail each layer as follows:32"o.c.at to and 1 114 long x 0.099"corrosion-resistant,ring shank nails(finished flooring other than tile) 3 6 14 Double top plate splice 24"lap splice length each side of end joint) 20d common(4"x 0.192");or bottom and staggered. p Staple 18 ga.,7/8 long,114 crown(finished flooring other than tile) 3 6 connectors having a minimum 300-pound lateral capacity. 12-10d box(3"x 0.128");or10d box(3"x 0.128");or 3"x 0.131"nails 8 8 24"o.c.face nail at top and bottom staggered 1/4 1 1/4 long x.121 shank x.375 head diameter corrosion-resistant(galvanized or stainless c.The maximum span is applicable to both single-and multiple-span roof and floor conditions.The roof assembly on opposite sides steel)roofing nails(for the finish) shall not contain a habitable attic. And: 1 1/4 long,No.8 x.375 head diameter,ribbed wafer-head screws(for tile finish) 8 8 12-3"x 0.131"nails Plywood 16d common(3 1/2"x 0.162") 16"o.c.face nail 1 1/4 ring or screw shank nail-minimum 12 1/2 ga.(0.099")shank diameter 3 6 28 Built-up girders and beams,2-inch lumber layers 2-20d common 4 x 0.192"; 1/4 and 5/16 SEAL: DATE: 15 Bottom plate to joist,rim joist,band joist or blocking(not 16d box(3 1/2"x 0.135");or ( ) or Staple 18 ga.,7/6,3/16 crown width 2 5 at braced wall panels) 11/32,3/8,15/32 and 1/2 1 1/4 ring or screw shank nail-minimum 12 1/2 ga.(0.099")shank diameter 6 8e APRIL 27, 2023 12"o.c.face nail Face nail at ends and at each splice 1 1/2 ring or screw shank nail-minimum 12 1/2 ga.(0.099")shank diameter 6 8 x 3-1 Did box 3"x 0.126^;or 19/32,5/8,23132 and 3/4 Staple 16 a.1 1/2 6 8 3" 0.131°nails ( ) p 9 3-16d box(3 1/2"x 0.135");or Hardboard f PROJECT NO: 1 1/2 long x 0.080"ring-grooved shank underlayment nail 6 6 3-3"x 0.131"nails 0.200 1 3/8 long x 0.080"polymer cement-coated sinker nail 6 6 2022 -44 Bottom plate to joist,rim joist,band joist or clocking(at 4-16d box 3 1/2"x 0.135";or Staple 18 ga.,7/8 long(plastic coated) 3 6 OF N(_1,- 16 2-16d common(3 1/2"x 0.162");or 16"o.c.face nail ( ) `"✓ DRAWN BY: braced wall panel) Particleboard Y \P UEeR o0'P� 114 1 1/2 long x 0.099"ring grooved shank underlayment nail 3 6 CMA G� �G 3-16d common 3 1/2"x 0.162";or Staple 18 ga.,7116 long,3/16 crown 3 6 �� r,�x CHECKED BY: 4-3"x 0.131"nails ( ) 2 long x 0.120"ring-grooved shank underlayment nail 6 10 1 �w ,"� � JJ D GENERAL NOTES 29 Ledger strip supporting joists or rafters At each joist or rafter,face nail 3/8 Staple 16 ga.,1 1/8 long,318 crown 3 6 n LU All work shall be coordinated with architectural and mechanical drawings and shall conform to the project specifications, STRUCTURAL DESIGN SHALL CONFORM TO"CLIMATIC&GEOGRAPHIC DESIGN DATA"PER R301.2 RCNYS. m SCALE: including the 2020 Residential Building Code of New York State,the 2020 Energy Conservation Code of New York State, 4-10d box(3"x 0 128");or 1/2 518 2 Tong x 0.120"ring-grooved shank underlayment nail s 1 o TO BE DESIGNED TO MEET 130mph WIND LOADS. Zc!' " ' c? 11 1 11 American Society of Civil Engineers ASCE 7.16. Staple 16 ga.,1 5/8 long,3/8 crown 3 6 (nO 0r C2 I �� 1/4" 1 -0 ALL STRUCTURAL AND MECHANICAL DRAWINGS SHALL CONFORM TO THE PROJECT SPECIFICATIONS,INCLUDED,BUT NOT LIMITED TO THE FOLLOWING: AROF N SHEET NUMBER: 4-3"x 0.131"nails For SI: 1 inch 25.4 mm. � ESS1 ALL STRUCTURAL AND MECHANICAL DRAWINGS SHALL CONFORM TO THE PROJECT SPECIFICATIONS,INCLUDED,BUT NOT LIMITED STRUCTURAL DESIGN SHALL CONFORM TO"CLIMATIC&GEOGRAPHIC DESIGN DATA"PER R301.2 RCNYS.TO BE DESIGNED TO MEET 130mph WIND LOADS. 2-10d box(3"x 0.126");or a. Nail is a general description and shall be permitted to be T-head, modified round head or round head. b. Staples shall have a minimum crown width of / -inch except as noted. TO THE FOLLOWING: G- 1 nALL STRUCTURAL AND MECHANICAL DRAWINGS SHALL CONFORM TO THE PROJECT SPECIFICATIONS,INCLUDED,BUT NOT LIMITED TO THE FOLLOWING: c. Nails or staples shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches L 2020&2021 INTERNATIONAL RESIDENTIAL CODE(IRC) 2021 INTERNATIONAL RESIDENTIAL CODE IRC 2021 RESIDENTIAL BUILDING CODE OF NEWYORK STATE 30 Bridging or blocking to joist,rafter or truss 2-8d common(2 1/2"x 0.131");or Each end,toe nail or greater. Nails Or staples shall be spaced of not more than 12 inches on center at intermediate supports for floors (IRC) \ d. Fasteners shall be placed in a grid pattern throughout the body of the panel. 2021 RESIDENTIAL BUILDING CODE OF NEW YORK STATE 2018&2021 ENERGY CONSERVATION CODE OF NEW YORK STATE J 2018 AMERICAN WOOD COUNCIL-2018 WOOD FRAME CONSTRUCTION MANUAL HIGH WIND EDITION e. For 5-ply panels, intermediate nails shall be spaced not more than 12 inches on center each way. 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE DOB NUMBER: OF 2021 AMERICAN WOOD COUNCIL-FIRE DESIGN SPECIFICATIONS(FDS) f. Hardboard underlayment shall conform to CPA/ANSI A135.4. 2018 AMERICAN WOOD COUNCIL-2018 WOOD FRAME CONSTRUCTION MANUAL HIGH WIND EDITION 2021 AMERICAN WOOD COUNCIL-SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC(SDPWS) g. Alternate fastening is Orly permitted for roof sheathing where the ultimate design wind speed is less than or 2021 AMERICAN WOOD COUNCIL-FIRE DESIGN SPECIFICATIONS(FDS) AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7-16 equal to 110 mph, and where fasteners are installed 3 inches on center at all supports. 2021 AMERICAN WOOD COUNCIL-SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC(SDPWS) JAMES J DEERKOSKI, PE HOME ENERGY RATING SYSTEM(HERS INDEX RATING) In. Fiber-cement underlayment shall conform to ASTM C1288 or ISO 8336, Category C. AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7-16 OC DEERKOSKI + ARM DESIGN AND ENGINEERING DP HOME ENERGY RATING SYSTEM(HERS INDEX RATING) a C�ESIMN & ENMINEERING DF C 3' G M• 5 ® � I R DEERKOSKI -I- ARM DESIGN AND ENGINEERING DPC 16 LIBRARY AVE. SUITE C SSTB28 MINIMUM SSTB ANCHOR REQUIREME �S' WESTHAMPTON BEACH NY 11978 WOODSTRONG- SLABONGRADE- GARAGECURB 631-767-6071 CRAIG DASTUDIONT.COM MBED LINE WALL MODEL (CORNER AND STEP-DOWN END) AT HEADER, FIELD NAIL THRU SHE HING FULL LENGTH GARAGE HEA SW16 SSTB28 AND METAL STRIP WITH 10d C❑MM❑N USE 3/8 PLYWOOD/OSB SHIM UNDER (DESIGN BY OTHERS) 3/8 SHIM AT 3 1/8' GLB ENGINEER OF RECORD: PRE-INSTALLED NAILS ❑R 16d SINKERS AT L❑CATI❑ S N❑TE, STRAP WHEN HEADER IS 3-1/8 GLB MINIMUM SIZE SHALL BEI SEE DET, 4 SW22 NUT AND HDQ8 H❑LD❑WN MARKED BY PAINTED DOTS LOAD PATH DESIGN AND 4' 4' 4 x 12 DFL : SW18 PLATE WASHER DETAILS ABEVE HEADER T 3 1/8 X 12 GLB • a''" SW24 SSTB29 T❑W>OF PANEL BE PROVIDED BY OTHER ALTERNATE HEADERS ALLOWED, li II .I SW32 o SEE ICC REPORT, 10 o.. STRAP-SEE 4 g P E N G I N E E R I N G .. Pel structural engineering services • consulting . •; SW48 :• N❑TEST ALL THREAD R z ° o o ° o 1, ADDITI❑NAL APPLICATI❑NS MAY USE z d 0 0 0 - SHEATHING TO HEAD JAMES J.DEERKOSKI P.E. • o o — 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 THE SSTB WHERE THE DEMAND UPLIFT COUPLER NUT la � ° o 0 0 0 ° FORCE IS LESS THAN THE ALLOWABLE BEARING PLATE W/ � 0 4 0 3 SEE DET SWP SSTB LOAD SHOWN IN ICC-ES ESR-2611, WITNESS HOLES----=- SDS 1/4 x 2 1/2' IW-1 = ° 0 0 0 o FIELD NAIL 10go. STRAP 2, SW18X8, SW24X8, SW32X9, VISIBLE FOR SCREWS PROVIDED L` ~ TO POST & HEADER WNERSHIP&USE OF DOCUMENTS: SW48X8/9/10 UNDER SEISMIC LOADING MAY INSPECTION WITH WALL, HEADER WITH (10) lOd COMMON TOP PLATES OF STRONG-WALL FOUNDATION o o These drawings and specifications including the ideas,design and USE SSTB28 WITH N❑ LOAD REDUCTIONS. ° o ADER (BY OTHERS) NAILS OR (10) 16d SINKE arrangements represented therein,are the roe of Deerkoski+ (DESIGN BY OTHERS) STR❑NG-WALL POST, g p property'� MAXIMUM UPLIFT FOR ALL OTHER MODELS 5/8' DIAMETE •; • : o 0 1/2' SHIM IS PROVIDED I H NAILS AT TOP AND BOTTOM Arm Design&Engineering,DPC. SHALL BE LIMITED T❑ 10,085 LBS, (WIND ANCHOR BOLT ° ' 4 STUD SHOE NOT o ° WALL, BUT IS NOT REQUIR OF EACH STRAP, No part thereof shall be copied,disclosed to others or used in SLAB NOT AND SDC A&B) AND 8,475 LBS, (SDC C-F>, I SHOWN FOR CLARITY, o o SDS1/4'x6' SCRE connection with any work or project other than for which they have SHOWN 3, FOUNDATION DIMENSIONS ARE FOR d o o .o PANEL SHEATHING been prepared without written consent. I. CLARITY a• ° " ' ANCHORAGE ONLY, FOUNDATION DESIGN •• �: e o o N❑TE, Drawings&specifications,as instrucments of professional service, ' "� ° o POSITION HEADER FLU3H SDS 1/4' X 6' SCREWS are and shall remain the Property of the engineer. . ',..... (SIZE AND REINFORCEMENT) BY OTHERS. e 4 •. o o AGAINST STRONG-WAL THE REGISTERED DESIGN PROFESSIONAL e• :A ` ' e". o PERIMETER METAL SHEATHING, OLD HARMLESS: • a MAY SPECIFY ALTERNATE EMBEDMENT, e ' o o U-CHANNEL ] ° FOOTING SIZE ❑R ANCHOR BOLT. A ' ' o o Deerkoski+Arm Design&Engineering,DPC,and there Associated 4, SEE ICC-ES ESR-2611 FOR ADDITIONAL • •A. ' ' • • o / o Engineer,are not overseeing the construction of this building. 4-,- The use of these drawings by any contractor,subcontractor,builder, T". SSTB INFORMATION. 4 • '. : e 4 tradesman or worker shall instigate a Hold Harmless Agreement w between the drawing user and Deerkoski+Arm Design&Engineering, DPC. The user shall in fact agree to hold Deerkoski+Arm Design& Engineering DPC harmless for any responsibility in regard to the SSTB ANCHORAGE 1 PORTAL WALL SILL 2 TOP OF WALL CONNECTION 3 TOP OF WALL CONNECTION 4 4" PORTAL WALL SECTION 5 and means,methods,techniques,s in eection iththes, and for any safety precautions and programs in connection with the work and further shall hold Deerkoski+Arm Design&Engineering DPC DRAG TIE ACROSS BEAM SPLICE harmless for the costs and problems arising from the negligence of the 11 BEAM SPLICE (DESIGN BY OTHERS) MIN, HEADER SEE contractor,subcontractor,tradesman or workman. The use of these drawings U LENGTH GARAGEHEA also implies that Deerkoski+Arm Design& SINGLE PORTAL SYSTEM e 1' MAXIMUM DIAMETER H❑ E Engineering DPC,shall take no responsibility for the plan user's failure (DESIGN SI OTHERS) DOUBLE PORTAL SYSTEM DETAI ❑R to carry out the work in accordance with the drawing contract documents MINIMUM SIZE SHALL ]R SWP SWP IN FRAMING MEMBERS. ON Y C or any and all applicable building codes and manufacturer's 6 x 12 DFL 5 1/8 X 12 GLB ONE HOLE PER MEMBER, SHEATHING specifications. ALTERNATE HEADERS ALLOWED. \ /�•. 4 A ODE COMPLIANCE NOTES: SEE ICC REPORT, 10 go.. STRAP-SEE 7�7 \ I I 3 UJSTRUCTURAL DESIGN SHALL CONFORM TO"CLIMATIC& GEOGRAPHIC DESIGN DATA"PER R301.2 RCNYS.TO BE I/I LSTA24 STRAP CM LSTA24 STRAP (M AT BEAM TO POST ; MIN. HEADER SEE �1 ; AT BEAM TO POST DESIGNED TO MEET 130mph WIND LOADS. SHEATHING TO HEAD , . I 5 6 \ I/ �� \ ° ALL STRUCTURAL AND MECHANICAL DRAWINGS SHALL 3 i 8 MIN. 16 4 \/ DETAI SWP SWP / �I /��t ( 8' MIN. 16' 4' ❑N F H❑L CONFORM TO THE PROJECT SPECIFICATIONS,INCLUDED,BUT NOT LIMITED TO THE FOLLOWING: SEE DET SWP \ j HEADER SUPPORT POST 2018&2021 INTERNATIONAL RESIDENTIAL CODE(IRC) m (DESIGN BY OTHERS) 7/8' (MAX) DIA, (MAX) DIA, HOLE THROUGH CENTERLINE 2020&2021 RESIDENTIAL BUILDING CODE OF NEW YORK STATE (3)-LTP4 AT SUPP \ / I I I II m ONLY ONE HOLE IN ❑F P❑ST. ONLY 1 HOLE PER 2021 ENERGY CONSERVATION CODE OF NEW YORK STATE T❑P PLATES ❑F STRONG—WALL POST T❑ STRONG-WAL 16' 4' MAX, I lI SHEATHING POST IN CROSS HATCHED AREA CONSTRUCTION MANUAL HIGH WIND EDITION / POST \ 11��\I m 2018 AMERICAN WOOD COUNCIL-2018 WOOD FRAME m m a m (TYPICAL EACH POST) 2021 AMERICAN WOOD COUNCIL-FIRE DESIGN SPECIFICATIONS (1) - 1' (MAX) (FDS) SDS1/4'xE>' SCRE HEADER SUPPORT P❑ \ I\ STHD10 HOLE THROUGH CENTERLI (1J 2021 AMERICAN WOOD COUNCIL-SPECIAL DESIGN PROVISIONS (DESIGN BY OTHERS) ' " / I I . OF BLOCKING `� FOR WIND AND SEISMIC(SDPWS) II i,l I I / \� H❑LDOWN (MIN,) AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7-16 I HOME ENERGY RATING SYSTEM(HERS INDEX RATING) COLUMN BASE r I (DESIGN BY ❑THE \ " I REFER TO CONSTRUCTION NOTES,AND DETAILS COLUMN BASE $�$� °�,' 11� (DESIGN BY OTHERS) BUILDING SHELL INSULATION: 4• :! ` • •.• •. •: , 4 •', CEILING•FLAT: NA 5�4 • •. •! ;.' s :' ...• '•' .• ' •' "� SEALED ATTIC: R-35 CLOSED CELL INSULATION+ASSEMBLY • •� b• • ' ' •4: • • "•' CEILING-VAULTED: R-35 CLOSED CELL INSULATION+ASSEMBLY 4•:••�'• + ' " •a EXTERIORWALLS: R-26 CLOSED CELL INSULATION+ASSEMBLY EXPOSED FLOOR; R-35 CLOSED CELL INSULATION+ASSEMBLY FOUNDATION WALLS: R-14 CLOSED CELL INSULATION REFER TO HOME ENERGY RATING CERTIFICATE FOR ADDITIONAL REQUIREMENTS 5.75" PORTAL WALL SECTION 6 SINGLE & DOUBLE PORTAL ASSEMBLY 7 SINGLE PORTAL ASSEMBLY 8 16" & 22" PORTAL WALL OPENINGS 9 5/8' DI SSTB28 OR N❑TEI MU ILL A. SWAB7/8 ALL NECESSARY HARDWAREPROJECT: -PAB7 v SSTB28 ❑ FOR PANEL INSTALLATI❑N, IS 1. STRONG-WALL SHEARWALL IS MANUFACTURED AND TRADEMARKED BY PAB7 SWAB7/8 ® REFER TO THE CLRRENT SIMPS N PRE-ATTACHED OR PROVI D, 'SIMPS❑N STRONG-TIE COMPANY INC.', SIMPSON SLAB OR CURB AND C-SW CATALOG FOR TEMPLATE EXCEPT FOR TEMPLATE A HOME OFFICE, 5956 W, LAS POSITAS BOULEVARD, PLEASANTON, CA. 94588 STRONG-WALL SURROUNDING FOUNDATION SELECTION CHART ANCHOR BOLTS, TELT (800) 999-5099, FAX, (925) 875-0826 e b NOT SHOWN FOR CLARITY TOP OF ' 'SIMPS❑N STRONG-TIE COMPANY INC.' IS AN IS❑ 9001 REGISTERED PROPOSED ADDITION - •. y CONCRETE _ : COMPANY. & a .. .4' — 4 •`` ' ''� '` :''" • �' 2. INSTALLATION OF PRODUCT SHALL BE DONE IN STRICT CONFORMANCE ACCESSORY GARAGE H❑LD❑WN ANCHOR - b TO THESE DRAWINGS AND THE STRONG WALL INSTALLATI❑N GUIDE. TO THE 1 ..•,L• ••• • • V M❑DIFICATI❑NS TO THIS PRODUCT AND ASSOCIATED • .• SYSTEMS OR CHANGES IN THE INSTALLATION METHODS SHOWN ON GAL L U C C I RESIDENCE THESE DRAWINGS AND THE INSTALLATI❑N GUIDE SHOULD ONLY BE 4� • '• tt MADE BY A QUALIFIED ARCHITECT, CIVIL, OR STRUCTURAL ENGINEER, • a 4. ; :. ' t;: • ' ' ,� ' .•' FULL LENGTH GARAGE HEA THE PERFORMANCE OF SUCH MODIFIED PRODUCTS OR ALTERED 1720 BAYSHORE ROAD 4 x PER DETAILS 5 & 6 INSTALLATI❑N PROCEDURES IS THE SOLE RESPONSIBILITY OF THE r •' •' "'' MUDSILL ANCHORAGE, a' .aNOT SHOWN FOR CLARITY SWT EXTERIOR TEMPLATE REQUIRED MOISTURE DESIGNER, REFER TO ICC-ES ESR-1267 FOR FURTHER INFORMATION. SOUTHOLD, NEW YORK •" !e LESS (FOR 2x FORM BOARDS) A❑TNTIME OF INSTATENT IS 19% LLATIONMIE 3, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS C❑NDITI❑NS n.• ELEVATI❑NS, ETC. PRIOR TO INSTALLATION OF ANY COMPONENTS FOR mum 11N111110 THE STRONG-WAP-L SYSTEM, IF ANY DISCREPANCIES ARE FOUND, THEY ry ry w SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ARCHITECT, = PROJECT ENGINEER OR BUILDING DESIGNER FOR CLARIFICATION PRIOR �`� �`� `� �`� S = WALL LENGTH MINUS 7 �a LD TO CONSTRUCTION, DRAWING TITLE: SEE TABLE BELOW FOR 5/8 DI GARAGE HEADER ROUGH OPENING HEIGHT 4 W DIMENSIONS MUDSILL A, SSTB28 OR MODEL H CURB W/O SHIMW WITH SHIM)K w 4. THE CONTRACTOR SHALL VERIFY THE POSITION OF THE STRONG—WALL SSTB28 ❑ SWAB7/8 SW16x7x4 CL IN RELATION TO THE REST ❑F THE BUILDING SYSTEM AS SHOWN ❑N THE FOUNDATION PLAN VIEW SWAB7/8 6' 7'-0' 7'-0 1/2' PROJECT DRAWINGS. GENERAL NOTES H = 13 3�' MAXIMUM WITH PAB7-30 ANCHOR BOLT WHEN de = 10' SW16x7x6 = _ H = 19 3�' MAXIMUM WITH PAB7-36 ANCHOR BOLT WHEN de = 10' FOUNDATION DIMENSIONS FOR STRONG—WALL °° SW22x7x4 7, 7'_1' 7'-1 i/2' 0 5, USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL TIE DOWN DETAILS ANCHORAGE t'') SW22x7x6 BUILDING OFFICIAL. SW16x8x4 SLAB ON GRADE FOUNDATION CURB OR STEMWALL FOUNDATION ASD ,_ � CONDITION ALLOWABL W de ° SW16x8x6 6 81-01 8'-0 1/2 w� 6. THE BUILDING STRUCTURE SHALL BE DESIGNED IN ACCORDANCE WITH THE SET: ISSUED FOR: DATE: E UPLIFT Cln> Cln> Q LATEST ADOPTED VERSI❑N OF THE BUILDING CODE AND ANY OTHER Qbs) SW22x8x4 7, 8'-1' 8'-1 1/2' = LOCAL, STATE OR FEDERAL REQUIREMENTS THAT MAY APPLY, VERIFY DESIGN 1 ISSUE FOR PERMIT 04-27-2023 11,900 27 9 TOP OF SW22x8x6 REQUIREMENTS WITH THE LOCAL BUILDING DEPARTMENT, CRACKED CONCRETE x 1/2' SHIM PR❑VIDED WITH WALL LD w 7, THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM 7 L 13,100 29 to a ❑F THE STRUCTURE. DESIGN ❑F THE BUILDING'S LATERAL FORCE RESISTING 7/8' DIAMETER SEISMIC SWTI INTERIOR TEMPLATE �, ANCHOR ROD UNCRACKED 12,500 24 8 SYSTEM, INCLUDING A COMPLETE LOAD PATH NECESSARY TO TRANSFER LATERAL 13,100 25 9 (FOR 2x4 ABOVE CONCRETE) SEE 9-SWP FORCES FROM THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE SHEET SW❑ FOR DESIGNER. Lein 6,200 16 6 ALLOWABLE MODEL # L(In) OPENINGS 8. SIMPS❑N STR❑NG-TIE COMPANY INC. RESERVES THE RIGHT TO CHANGE Ib ) 10,000 22 8 5/8' DI , 11.•: ' .• SPECIFICATI❑NS, DESIGNS AND MODELS WITHOUT NOTICE OR LIABILITY FOR CRACKED MUDSILL A. SSTB28 OR PAB7-18 18 11 12,900 26 9 = •il' II . SUCH CHANGES, SSTB28 ❑ SWAB7/8 i •IJ II ' PAB7-24 24 17 32 WIND 13,100 27 9 SWAB7/8 CONCRETE DESIG . ' 9, ALL HARDWARE CALLED OUT IS SIMPS❑N STRLNG-TIE. BY OTHERS 23 6,400 14 6 :A •• PAB7-30 30 �, " '4 9,300 18 6 • SEAL: DATE: UNCRACKED e e '4 .• f 4 •� • ' � � APRIL 27, 2023 PAB7-36 36 Y2 12,500 22 8 e NUT 13,100 23 8 --- GARAGE PORTAL WALL TABLE NOTES, ASSEMBLED o 1. ANCHORAGE DESIGNS CONFORM TO ACI 318-11 APPENDIX D AND ASSUME MODEL W NUMBER ❑F NUMBER OF HOLD❑WN WALL PROJECT NO: — O PLATE WASHER MINIMUM f'c=2,500 PSI CONCRETE, ASTM A307 OR ASTM F1554, GRADE 36 SWT PF TEMPLATE SET UP (IN) H (IN) T (IN) FASTENERS IN MUDSILL ANCHOR WEIGHT ANCHOR RODS AND NO SUPPLEMENTARY REINFORCEMENT. HIGH STRENGTH (FOR PLYWOOD PANEL FORMS) BOTTOM ❑F WAL ANCHORS BOLTS (lbs) 2022 -44 ANCHORAGE DESIGN BY OTHERS WHEN REQUIRED, TOP ❑F W16x7x4 16 78 4 -SDS 1/4x6 2-5/8'0 2-7/8'0 90 DRAWN BY: NUT 2. SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F, DETACHED CONCRETE W16x7x 16 78 5 3/4 -SDS 1/4x6 2-5/8'0 2-7/8'0 112 ��pF NEwy CMA 1 AND 2 FAMILY DWELLINGS IN SDC C MAY USE WIND ANCHORAGE SOLUTIONS, �Q c, DEER O CHECKED BY: W16x8x 16 90 4 -SDS 1/4x6 2-5/8'0 2-7/8'0 95 `O t.'r 'Co SEISMIC ANCHORAGE DESIGNS CONFORM TO ACI 318-11 SECTION D,3,3A, �. PAB7 ANCHOR BOLT 3, WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B, W16x8x 16 90 5 3/4 -SDS 1/4x6 3-5/8'0 2-7/8'0 120 �� LP JJD 4. FOUNDATION DIMENSIONS ARE FOR ANCHORAGE ONLY, FOUNDATION W22x7x 22 78 4 0-SDS 1/4x6 2-5/8'0 2-7/8'0 95 r` s° ; CALE: DESIGN (SIZE AND REINFORCEMENT) BY OTHERS. THE REGISTERED DESIGN SEE SHEET SW2 FOR STACKED W22x7x 22 78 5 3/410-SDS 1/4x6 2-5/8'0 2-7/8'0 117 Z = 1/411 = 1'-011 NOTES, PROFESSI❑NAL MAY SPECIFY ALTERNATE EMBEDMENT, FOOTING SIZE OR STRONG-WALL ANCHOR BOLT W22x8x 22 90 4 0-SDS 1/4x6 2-5/8'0 2-7/8'0 105SHEET NUMBER: 1, SEE 11-SWP FOR DIMENSI❑NS AND ADDITI❑NAL ANCHOR BOLT, REQUIREMENTS, W22x8x 22 90 5 3/410—SDS 1/4x6 2-5/8'0 2-7/8'0 130 �,o k�4 NOTES, 5, FOR ANCHORAGE SOLUTIONS USING SSTB, SEE ICC-ES ESR-2611, RQ S1 NP ANCHORAGE - TYPICAL SECTIONS 10 ANCHORAGE SCHEDULE 11 STRONG-WALL? TEMPLATES 12 PORTAL WALL SPECIFICATIONS 13 DOTE G- 1 3 S 14 D(�B NUMBER: OF JAMES J DEERKOSKI, PE �1 OC DEERKOSKI + ARM DESIGN AND ENGINEERING DP Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services,Town Building Departments, DEC, FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. ., F_8113N St E:NGIN9EF-RIN["a OPC mq"A rM Ay"111h M rPbl ri gn%or.3 a t- ® � ` O UM Cro' L It 'El'mvWWALLS DEERKOSKI FARM DESIGN AND ENGINEERING DPC IS LIBRARY AVE. SUITE C SEE SHEET SW2 FOR STA( ED SEE SHEET SW2 FOR STA( ED WESTHAMPTON BEACH NY 11978 STRONG-WALL REQUIREMEN S. STRONG-WALL REQUIREMEN S. 631-767-6071 CRAIG@aDASTUDIONT.COM PAB7 PAB7 FACE OF STR❑N 1/2' ENGINEER OF RECORD: SIMPSON SLAB OR CURB AND PRE-INSTALLED WALL PANEL - I' „ II I )- , ' - _ I STRONG-WALL SURROUNDING FOUNDATI❑N HDQ8 H❑LD❑WN _ _ - _ J - e 3, NOT SHOWN FOR CLARITY ` E-INSTALLED NUT AND---- PR ,y PRE-INSTALLED SDS1/4'x6' E N G I N E E R I N G • . •'` �' "'' �` HDQ8 H❑LD❑WN PLATE WASHE SCREWS _ r. _ ', •• ...;.r A. HOLD❑WN ANCHOR engineering g structural en ineerin services • consulting ,; ... ..: • . .. NUT AN :•"; R ' a • r . :.•. PLATE WASHER ALL THREAD ROD----, WITNESS HOLES -FLOOR J❑IST ' "`'` COUPLER NUT / VISIBLE F❑R INSP, (DESIGN BY ❑THERS) JAMES J.DEERKOSKI P.E. •.• a• A. • •: • •• • ' •' y' • COUPLER NU 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 + + ALL THREAD ROD-,,,"" FLOOR SHEATHING 1 1/4'-1 1/2' RIM ST •• MUDSILL ANCHORAGE. WNERSHIP&USE OF DOCUMENTS: f RIM JOIST °• ' ' .• � '' NOT SHOWN FOR CLARITY WITNESS HOLES These drawings specifications including the ideas,designand ' •' 'a. . VISIBLE FOR INSP, g P 9 .. & BL❑(KIN SIMPS❑N LTP arrangements represented therein,are the property of Deerkoski+ • BEARING PLATE W/ PER DETA SW1 FRAMING ANCHO Arm Design&Engineering,DPC. "'r "" CUTOUT SUBFLO❑ SDS1/4x2 V2' T❑ ACCEPT (DESIGN BY OTHER No part thereof shall be copied,disclosed to others or used in k v • • connection with any work or project other than for which they have SCREWS (2) 3.5x6.5x3/8 4 been prepared without written consent. BEARING PLATES MI ALL THREAD ROD BLOCKING, SAME SIZE & MATERIAL a rV ' `' COUPLER NUT �'' Drawings&specifications,as instrucments of professional service, S = WALL LENGTH MINUS 7 , SEE TABLE BELOW FOR `II I I ; .'+ ' AS RIM JOIST, STITCH NAILED TO• ;�: :.;u�•. •!�• •, 5/8 DIAMETER ;• .:. �. - � ' are and shall remain the Property of the engineer. STRONG-WALL P❑ '+'• ' • • ' '' °' ' "•" - ANCHOR BOLT (3) 2x4 SQU •: :*:•••', •. SILL PLATE AND ANCH❑R RIM J❑IST W/ 3 ROWS OF DIMENSI❑NS :. BLOCKS (MIN.) ❑R ~�' -WITNESS HOLES (DESIGN BY OTHERS) d•.; lOd x 2 1/2 LONG AT 3' D.C. OLD HARMLESS: W • • " :: ..� : ��`.:;::.� VISIBLE FOR INSP, ° • HORIZONTAL (STUD SHOE NOT SHOWN}':. SOLID BLOCKING Deerkoski+Arm Design&Engineering,DPC,and there Associated FOUNDATION PLAN VIEW FOR CLARITY) 4 1/2' LENGTH MIN, Engineer, r n overseeing H = 13 Y2' MAXIMUM WITH PAB7-30 ANCHOR BOLT WHEN de = 10' BLOCK STOPS HERE g ,are of o e seeing the construction of this building. CONCRETE STEM WALL The use of these drawings by any contractor,subcontractor,builder, H = 19 MAXIMUM WITH PAB7-36 ANCHOR BOLT WHEN de = 10' FOUNDATION DIMENSIONS FOR STRONG—WALL (DESIGN BY OTHERS) tradesman or worker shall instigate a Hold Harmless Agreement ANCHORAGE between the drawing user and Deerkoski+Arm Design&Engineering, DPC. SLAB ON GRADE FOUNDATION CURB OR STEMWALL FOUNDATION ASD The user shall in fact agree to hold Deerkoski+Arm Design& CONDITION E UPLIFT In de Engineering DPC harmless for an responsibility g g E UPLIFT <In) Cln> g' g y p ty in regard to the STANDARD WALL SILL 3 RAISED FLOOR WALL SILL 4 RAISED FLOOR WALL SECTION 5 and for any safety techniques,s in eection iththes, (lbs) and for any safety precautions and programs in connection with the 11,900 27 9 work and further shall hold Deerkoski+Arm Design&Engineering DPC harmless for the costs and problems arising from the negligence of the CRACKED contractor,subcontractor,tradesman or workman. ] L 13,100 24 8 The use of these drawings also implies that Deerkoski+Arm Design& 7/8' DIAMETER SEISMIC ANCHOR ROD 12,500 24 8 Engineering DPC,shall take no responsibility for the plan user's failure UNCRACKED to carry out the work in accordance with the drawing contract documents 13,100 25 9 ROOF FRAMING CRIPPLE SHEAR WALL, or any and all applicable building codes and manufacturer's (BY OTHERS) 4x SHIM BLOCK BLOCKING AND STRAP specifications. PAB7 Le(In 6,200 16 6 BY OTHERS MODEL # L(in) ) 10,000 22 8 A35 FRAMING ANCHOR. :: ODE COMPLIANCE NOTES: ----- - - - -- - - (DESIGN BY OTHERS) CRACKED LTP4 SPACING STRUCTURAL DESIGN SHALL CONFORM TO"CLIMATIC& BY OTHERS GEOGRAPHIC DESIGN DATA"PER R301.2 RCNYS.TO BE ab PAB7-18 18 11 12,900 26 9 DBL, TOP PLATES DESIGNED TO MEET 130mph WIND LOADS. ;• .,•.d ?• •° 13,100 27 9 ATTACH SDS SCREWS ALL STRUCTURAL AND MECHANICAL DRAWINGS SHALL . �• � •• ° ,•, . • .: PAB7-24 24 17 � WIND • • ,• • + 23 6,400 14 6 ATTACH SDS SCREWS 7/8 SH TO SHIM BLOCK TO BLOCKING CONFORM TO THE PROJECT SPECIFICATIONS,INCLUDED,BUT `• e. . y•:' �, PAB7-30 30 9,300 18 6 SEE DE FOR NOT LIMITED TO THE FOLLOWING: ° UNCRACKED SW1 2018&2021 INTERNATIONAL RESIDENTIAL CODE(IRC) 29 12,500 22 8 2020&2021 RESIDENTIAL BUILDING CODE OF NEW YORK STATE PAB7-36 36 OTHER SHIM CONDITIONS ADJACENT ADJACENT FRAMING 2021 ENERGY CONSERVATION CODE OF NEW YORK STATE 13,100 23 8 FRAMING BY OTHERS 2018 AMERICAN WOOD COUNCIL-2018 WOOD FRAME BY OTHERS CONSTRUCTION MANUAL HIGH WIND EDITION 2021 AMERICAN WOOD COUNCIL-FIRE DESIGN SPECIFICATIONS NOTES, STR❑NG-WALL TOP PLATE (FDS) 0 1. ANCHORAGE DESIGNS CONFORM TO ACI 318-11 APPENDIX D AND ASSUME RAKE WALL 4x SHIM BLOCK 2021 AMERICAN WOOD COUNCIL-SPECIAL DESIGN PROVISIONS �� y� PLATE WASHER MINIMUM f'c=2,500 PSI CONCRETE, ASTM A307 OR ASTM F1554, GRADE 36 CRIPPLE WALL FOR WIND AND SEISMIC(SDPWS) " ANCHOR RODS AND NO SUPPLEMENTARY REINFORCEMENT, HIGH STRENGTH \-SDS1/4'x6' SCREWS AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7-16 ANCHORAGE DESIGN BY OTHERS WHEN REQUIRED, HOME ENERGY RATING SYSTEM(HERS INDEX RATING) NUT 2, SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F, DETACHED REFER TO CONSTRUCTION NOTES,AND DETAILS 1 AND 2 FAMILY DWELLINGS IN SDC C MAY USE WIND ANCHORAGE S❑LUTI❑NS, ENGINEER OF RECORD SHALL DESIGN FOR: ENGINEER OF RECORD SHALL DESIGN FOR: SEISMIC ANCHORAGE DESIGNS CONFORM TO ACI 318-11 SECTION D,3,3.4, 1. SHEAR TRANSFER 1. SHEAR TRANSFER BUILDING SHELL INSULATION: INTERIOR FOUNDATION PAB7 ANCHOR BOLT 3. WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B. 2. OUT OF PLANE LOADING EFFECT 2. OUT OF PLANE LOADING EFFECT CEILING-FLAT: NA 4. F❑UNDATI❑N DIMENSIONS ARE FOR ANCHORAGE ONLY, FOUNDATION DESIGN 3. INCREASED OVERTURNING AND DRIFT DUE TO ADDITIONAL HEIGHT. 3. INCREASED OVERTURNING AND DRIFT DUE TO ADDITIONAL HEIGHT. SEALED ATTIC: R-35 CLOSED CELL INSULATION+ASSEMBLY (SIZE AND REINFORCEMENT) BY OTHERS, THE REGISTERED DESIGN CEILING-VAULTED: R-35 CLOSED CELL INSULATION+ASSEMBLY NOTES: PR❑FESSI❑NAL MAY SPECIFY ALTERNATE EMBEDMENT, FO❑TING SIZE OR EXTERIORWALLS: R-26 CLOSED CELL INSULATION+ASSEMBLY 1. SEE 2-SW1 FOR DIMENSIONS AND ADDITIONAL NOTES. ANCHOR B❑LT, EXPOSED FLOOR: R-35 CLOSED CELL INSULATION+ASSEMBLY 5, FOR ANCHORAGE SOLUTIONS USING SSTB, SEE ICC-ES ESR-2611, FOUNDATION WALLS: R-14 CLOSED CELL INSULATION REFER TO HOME ENERGY RATING CERTIFICATE FOR ADDITIONAL REQUIREMENTS ANCHORAGE -� TYPICAL SECTIONS 1 ANCHORAGE SCHEDULE 2 TOP PLATE CONNECTION 6 SHIM BLOCK ON STD. & RF WALLS 7 CRIPPLE WALL ON STD & RF WALLS 8 MINIMUM SSTB ANCHOR REQUIREMER;M3 5/8' DI , NOTE, SEE SHEET SW2 FOR STAG ED WOOD STRONG- SLAB ON GRADE- SLAB EDGE SSTB28 MUDSILL A. SSTB28 OR ALL NECESSARY HARDWARE', PROJECT: STRONG-WALL REQUIREMEN S. WALL MODEL (CORNER AND MIDWALL) ° SWAB7/8 FOR PANEL INSTALLATION, S 1. STRONG-WAL?. SHEARWALL IS MANUFACTURED AND TRADEMARKED BY EMBED LINE SSTB28 ❑ 'SIMPSON STRONG-TIE COMPANY INC,', SW16 SWAB7/8 ® REFER T❑ THE CURRENT SIMPS N PRE-ATTACHED ❑R PR❑VI HOME OFFICE, 5956 W, LAS POSITAS BOULEVARD, PLEASANT❑N, CA 94588 SSTB28 SW22 CORNER MIDWALL ENDWALL C-SW CATALOG FOR TEMPLATE EXCEPT FOR TEMPLATE AND SELECTION CHART, ANCHOR BOLTS, TELT (800) 999-5099, FAX, (925) 875-0826 jEMBED LINE SW24 SSTB28 A;\ / T❑P ❑F 'SIMPS❑N STRONG-TIE COMPANY INC,' IS AN IS❑ 9001 REGISTERED PROPOSED ADDITION SW32 CONCRETE _ : COMPANY. Sc ° ° SW48 a #4 REBAR _ s 2, INSTALLATION OF PRODUCT SHALL BE DONE IN STRICT CONFORMANCE ACCESSORY GARAGE — 3'7 -5' FR❑ a NOTES, -8-- d TOP WHENTO THESE DRAWINGS AND THE STRONG- INSTALLATION GUIDE, TO THE 1,TABLE APPLIES T❑ SINGLE STORY WOOD V ° ° REQUIRED SEE SHEET SEE SHEET, M❑DIFICATI❑NS TO THIS PRODUCT AND ASSOCIATED STRONG-WALL APPLICATIONS (STANDARD A o . SW❑ FOR SWO FOR SYSTEMS ❑R CHANGES IN THE INSTALLATION METHODS SHOWN ❑N GALLUCCI RESIDENCE AND RAISED FLOOR) ON CONCRETE FOUNDATION . a °• " ALLOWABLE ALLOWABLETHESE DRAWINGS AND THE INSTALLATION GUIDE SHOULD ONLY BE ' F❑UNDATI❑NS, TWO-STORY STACKED (DESIGN BY OTHERS a ° OPENINGS OPENINGS MADE BY A QUALIFIED ARCHITECT, CIVIL, OR STRUCTURAL ENGINEER, THE PERFORMANCE OF SUCH MODIFIED PRODUCTS OR ALTERED 1720 BAYSHORE ROAD APPLICATIONS MAY REQUIRE HIGH-STRENGTH INSTALLATION PROCEDURES IS THE SOLE RESPONSIBILITY OF THE SOUTHOLD, NEW YORK ANCHORS (DESIGNED BY OTHERS), NOTES, SWT EXTERIOR TEMPLATE 2, ADDITI❑NAL APPLICATI❑NS MAY USE THE1,SSTB MAY BE USED WHERE THE DEMAND DESIGNER, REFER TO ICC—ES ESR-1267 FOR FURTHER INFORMATION, SSTB WHERE THE DEMAND UPLIFT FORCE IS UPLIFT FORCE IS LESS THAN THE (FOR 2x FORM BOARDS) SEE SHEET SW2 FOR STA# ED 3, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITI❑NS, LESS THAN THE ALLOWABLE SSTB LOAD ALLOWABLE SSTB LOAD SHOWN IN ICC-ES ETC, PRIOR TO INSTALLATI❑N OF ANY COMPONENTS FOR ISTRONG-WALL REQUIREMEN S, ELEVATI❑NS,SHOWN IN ICC-ES ESR-2611. ESR-2611, THE STRONG-WAIL SYSTEM, IF ANY DISCREPANCIES ARE FOUND, THEY -, 3, FOUNDATI❑N DIMENSIONS ARE FOR 2, FOUNDATION DIMENSIONS ARE FOR „ SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ARCHITECT, ANCHORAGE ONLY, FOUNDATION DESIGN ANCHORAGE ONLY, FOUNDATION DESIGN II PROJECT ENGINEER OR BUILDING DESIGNER FOR CLARIFICATI❑N PRI❑R (SIZE AND REINFORCEMENT) BY OTHERS. (SIZE AND REINFORCEMENT) BY OTHERS. 5/8' DI l' TO CONSTRUCTION, DRAWING TITLE: THE REGISTERED DESIGN PROFESSINAL MAY THE REGISTERED DESIGN PROFESSINAL MAY MUDSILL A. STANDARD STRONG-WALL RAISED FLOOR STRONG-WALL SPECIFY ALTERNATE EMBEDMENT, FOOTING SPECIFY ALTERNATE EMBEDMENT, FOOTING SSTB28 OR FOUNDATION 4, THE CONTRACTOR SHALL VERIFY THE P❑SITI❑N OF THE STRONG—WALL (DESIGN BY OTHERS) SIZE OR ANCHOR BOLT. SIZE OR ANCHOR BOLT. r SSTB28 ❑ SWAB7/8 STANDARD STRONG-WALL MODELS IN RELATI❑N TO THE REST OF THE BUILDING SYSTEM AS SHOWN ON THE GENERAL NOTES 4, SEE ICC-ES ESR-2611 FOR ADDITI❑NAL 3, SEE ICC-ES ESR-2611 FOR ADDITI❑NAL SWAB7/8 PROJECT DRAWINGS, ASSEMBLED 9 SSTB ANCHORAGE (GONG. STEM WALL) '' MODEL W NUMBER OF H❑LD❑WN WALL 5, USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL TIE DOWN DETAILS SSTB ANCHORAGE (SLAB ON GRADE M SET UP (IN) H (IN) T (IN) MUDSILL ANCHOR WEIGHT BUILDING OFFICIAL, ANCHORS BOLTS (lbs) SW18x8 18 93 1/4 3 1/2 2-5/8'0 2-7/8'0 85 6, THE BUILDING STRUCTURE SHALL BE DESIGNED IN ACCORDANCE WITH THE SET: ISSUED FOR: DATE: LATEST ADOPTED VERSION OF THE BUILDING CODE AND ANY OTHER SW24x8 24 93 1/4 3 1/2 2-5/8'0 2-7/8'0 91 LOCAL, STATE OR FEDERAL REQUIREMENTS THAT MAY APPLY, VERIFY DESIGN 1 ISSUE FOR PERMIT 04-27-2023 a TOP OF SW32x8 32 93 1/4 3 1/2 2-5/8'0 2-7/8'0 116 REQUIREMENTS WITH THE LOCAL BUILDING DEPARTMENT, CONCRETE SW48x8 48 93 1/4 3 1/2 3-5/8'0 2-7/8'0 149 7, THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM SW18x9 18 105 1/4 3 1/2 2-5/8'0 2-7/8'0 94 OF THE STRUCTURE, DESIGN OF THE BUILDING'S LATERAL FORCE RESISTING SWTI INTERIOR TEMPLATE SW24x9 24 105 1/4 3 1/2 2-5/8'0 2-7/8'0 101 SYSTEM, INCLUDING A COMPLETE LOAD PATH NECESSARY TO TRANSFER LATERAL 2ND FLOOR R (FOR 2x4 ABOVE CONCRETE) SW32x9 32 105 1/4 3 1/2 2-5/8'0 2-7/8'0 128 FORCES FROM THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE 6 6 STRONG-WALL SW48x9 48 105 1/4 3 1/2 3-5/8'0 2-7/810 165 DESIGNER. SWI SWI SW24x10 24 117 1/4 3 1/2 2-5/8'0 2-7/8'0 111 8, SIMPS❑N STRONG-TIE COMPANY INC, RESERVES THE RIGHT TO CHANGE 5/8' DI SW32x10 32 117 1/4 3 1/2 2-5/8'0 2-7/8'0 134 SPECIFICATIONS, DESIGNS AND MODELS WITHOUT NOTICE OR LIABILITY FOR MUDSILL A. SSTB28 OR SW48x10 48 117 1/4 3 1/2 3-5/8'0 2-7/810 171 SUCH CHANGES, SSTB28 O SWAB7/8 SW24xl2x6 24 141 1/4 5 1/2 2-5/8'0 2-7/8'0 187 SWAB7/8 SW32xl2x6 32 141 1/4 5 1/2 2-5/8'0 2-7/8'0 201 9, ALL HARDWARE CALLED ❑UT IS SIMPSON STRING-TIE, SW48xl2x6 48 141 1/4 5 1/2 3-5/8'0 2-7/8'0 256 RAISED FLOOR- STANDARD ' RAISED FLOOR STRONG-WALL MODELS SEAL: DATE: ° NUMBER OF NUMBER OF HOLDOWN AX. WALL. APRIL 27, 2023 STR❑NG-WALL STRONG-WALL MODEL W 1ST FLOOR - SET UP (IN) H CIN) T (IN) FASTENERS IN FASTENERS IN ANCHOR WEIGHT 3 STRONG-WALL BOTTOM OF WAL T❑P OF WALL BOLTS ((bs) SWI SW18x8-RF 18 93 1/4 3 1/2 13-SDS 1/4x69-SDS 1/4x6 2-7/8'0 85 PROJECT NO: 4 SWTPF TEMPLATE W24x8-R 24 93 1/4 3 1/2 16-SDS 1/4xfl -SDS 1/4x691 SWl ALL M W32x8-R 32 93 1/4 3 1/2 20-SDS 1/4xfl -SDS 1/4x6 2-7/8'4 116 � ' OF NE�,y 2022 -44 (FOR PLYWOOD PANEL FORMS) DRAWN BY: ST ❑NG-WA L S EMB ❑F W48x8-R 48 93 1/4 3 1/2 28-SDS 1/4x8 -SDS 1/4x6 2-7/8'0 149 ��P �g J qkR� O,� MOIE NUMBER ❑ AL CRETE SW18x9-RF 18 105 1/4 3 1/2 13-SDS 1/4x6 -SDS 1/4x6 2-7/8'4) 94 CMA ` IN) T (IN) MUDSI L HT W24x9-RF 24 105 1/4 3 1/2 16-SDS 1/4xfl -SDS 1/4x6 2-7/8'0 101 a`�' J /:',=' CHECKED BY: y' t ° - • ° " AN (� ) W32x9-R 32 105 1/4 3 1/2 20-SDS 1/4xfl -SDS 1/4x6 2-7/8'0 128 Z ff 4 w JJD " ' SLAB ❑N GRADE W48x9-R 48 105 1/4 3 1/2 28-SDS 1/4x8 -SDS 1/4x6 2-7/8'0 165 N rar. SCALE: .f SW3 1/4 3 1/2 2- /�"� =7/&p 16 SEE SHEET SW2 FOR STA K W24x10-R 24 117 1/4 3 1/2 16-SDS 1/4xfl -SDS 1/4x6 2-7/8'sd 111 �o,4 .. c- ��'O 1/4" = 1'-0" WOOD FLOOR SEE SHEET SW2 FOR STA( ED WOOD FLOOR STRONG-WALL ANCHOR BOLT W32x10-R 32 117 1/4 3 1/2 20-SDS 1/4xfl -SDS 1/4x6 2-7/8'0 134 O SSIONP SHEET NUMBER: STRONG-WALL REQUIREMEN S. REQUIREMENTS. W48x10-R 48 117 1/4 3 1/2 28-SDS 1/4xB -SDS 1/4x6 2-7/8'41 171 SINGLE STORY STRONG-WALE® STACKED STRONG-WALL® 12 STRONG-WALL® TEMPLATES 13 WALL SPECIFICATION - 14 S 14 NOTES 15 DOB NUMBER: OF JAMES J DEERKOSKI,PE © DEERKOSKI + ARM DESIGN AND ENGINEERING DP Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments, DEC, FEMA,etc. Verify all conditions,codes, and requirements with such agencies prior to construction. INSULATION -VENTILATION - AIR DRAFT SEALING - DUCT SEALING REQUIREMENTS r-_ a FR K.0 B i + A R m DESIGN & ENSINrIERING DPC DEERKIDSKI + ARM DESIGN AND ENGINEERING DPC 16 LIBRARY AVE. SUITE C WESTHAMPTON BEACH NY 11978 631-767-6071 r-RAir.@DASTUE)IONT.COM ENGINEER OF RECORD: PROVIDE RIGID ,F II II it II III z4 INSULATION BAFFLE 7 AROUND VENTILATION CHUTE-FOAM SEAL E N G I N E E R I N G PERIMETER OF CAVITY INSULATION structural engineering services * consulting RIGID INSULA CONTINUOUS BEAD OF SEALANT —WOOD FRAME FLOOR JAMES J.DEERKOSKI P.E. —PROVIDE STUD CAVITY CLOSURE I PROVIDE RIGID CAVITY INSULATION ASSEMBLY 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 ON THE BACK SIDE OF EACH INSULATION BAFFLE CONTINUOUS BEAD OFNIN STUD CAVITY AROUND VENTILATION USULATED KNEE WALL SEALANT ELECTRICAL WIRE HVAC DUCT OWNERSHIP&USE F DOCUMENTS: CHUTE-FOAM SEAL RIGID INSULATION PERIMETER OF CLOSURE AT INTERIOR PLUMBIN TOP PLATE These drawings and specifications including the ideas,design and arrangements represented therein,are the property of Deerkoski+ RIGID INSU 0 OF RAFTER CAVITY WOOD FRAME SOFFIT Arm Design&Engineering,DPC. CONTINUOUS BEAD OF SEALANT ASSEMBLY TOP PbATi-_--- —EXPANDING FOAM SEALANT No part thereof shall be copied,disclosed to others or used in PROVIDE INTERIOR SHEATHING EXPANDING FOAM SEALANT connection with any work or project other than for which they have II ii A AT RIGID INSULATION/ been prepared without written consent. PROVIDE SOLID BLOCKING AT EXTERIOR WALL PRIOR EXPANDING FOAM BENEATH KNEE WALL SUBFLOOR INTERFACE TO SOFFIT ASSEMBLY SEALANT —WALL STUD Drawings&specifications,as instrucments of professional service, X A A X are and shall remain the Property of the engineer. —CAVITY INSULATION WALL STjd-E)-- HOLD HARMLESS: CONTINUOUS BEAD BAND JOIST INSULATION OF SEALANT Deerkoski+Arm Design&Engineering,DPC,and there Associated Engineer,are not overseeing the construction of this building. The use of these drawings by any contractor,subcontractor,builder, tradesman or worker shall instigate a Hold Harmless Agreement between the drawing user and Deerkoski+Arm Design&Engineering, DPC. The user shall in fact agree to hold Deerkoski+Arm Design& Engineering DPC harmless for any responsibility in regard to the construction means,methods,techniques,sequences or procedures, and for any safety precautions and programs in connection with the work and further shall hold Deerkoski+Arm Design&Engineering DPC harmless for the costs and problems arising from the negligence of the contractor,subcontractor,tradesman or workman. CONCEPTUAL INSULATION AT CAPE-STYLE ROOF/I AIR SEAL AT DUCT SOFFIT AIR SEAL AT TOP PLATE PIPE PENETRATION AIR SEAL AT TOP PLATE ELECTRICAL PENETRATION The use of these drawings also implies that Deerkoski+Arm Design& CONCEPTUAL INSULATION AT CAPE-STYLE ROOF Engineering DPC,shall take no responsibility for the plan user's failure CEILING AND KNEE WALL CAVITY INSULATION ROOF CAVITY INSULATION WITH RIGID INSULATION CLOSURE to carry out the work in accordance with the drawing contract documents 5-01013 or any and all applicable building codes and manufacturer's Green Build i ngAdvisor.co rn, Scale: GreenBuildingAdvisor.com 5-01014 Green Bu i Idi ngAdviso r.corn 5-01022 Green B u ild i ngAdvisor.Corn 23 1024 Scale: =Scale: Scale: 5-010 G ree In B u ildi ngAdvisor.corn 5-0 specifications. 0 Buddmi;GLLC 2008 Budde Green LLC 2008 Id n C 2008 0 13Wd,ngG—LLC 2008 BufldingGLLC 2008 Scale: CODE COMPLIANCE NOTES: STRUCTURAL DESIGN SHALL CONFORM TO"CLIMATIC& GEOGRAPHIC DESIGN DATA"PER R301.2 IRCNYS.TO BE DESIGNED TO MEET 130mph WIND LOADS. ALL STRUCTURAL AND MECHANICAL DRAWINGS SHALL CONFORM TO THE PROJECT SPECIFICATIONS,INCLUDED,BUT NOT LIMITED TO THE FOLLOWING: 2018&2021 INTERNATIONAL RESIDENTIAL CODE(IRC) 2020&2021 RESIDENTIAL BUILDING CODE OF NEW YORK STATE 2021 ENERGY CONSERVATION CODE OF NEW YORK STATE 2018 AMERICAN WOOD COUNCIL-2018 WOOD FRAME CONSTRUCTION MANUAL HIGH WIND EDITION 2021 AMERICAN WOOD COUNCIL-FIRE DESIGN SPECIFICATIONS (FDS) 2021 AMERICAN WOOD COUNCIL-SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC(SDPWS) AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7-16 HOME ENERGY RATING SYSTEM(HERS INDEX RATING) REFER TO CONSTRUCTION NOTES,AND DETAILS BUILDING SHELL INSULATION: WOOG FRAME FLOOR INTERIOR CHASE WALLS WOOD FRAME FLOOR ASSEMASSEMBLY CEILING-FLAT: NA CONTINUOUS BEAD OF PIPE PENETRATION CONTINUOUS BEAD OFSEALED ATTIC: R-35 CLOSED CELL INSULATION+ASSEMBLY SEALANT CONTINUOUS BEA T SEALANT FLOOR GRILLE CEILING-VAULTED: R-35 CLOSED CELL INSULATION+ASSEMBLY EXPANDING FOAM AT FLOOR DUCT BOOT EXTERIOR WALLS: R-26 CLOSED CELL INSULATION+ASSEMBLY PERIMETER OF PIPE CONTINUOUS BEAD OF SEALANT EXPOSED FLOOR: R-35 CLOSED CELL INSULATION+ASSEMBLY >< >< PROVIDE INTERIOR SHEAT THIN-PROFILE SHEATHING FOUNDATION WALLS: R-14 CLOSED CELL INSULATION P WOOD FRAME SOFFIT EXTERIOR WALL AND CEILI G P CLOSURE AT EXTERIOR WALLAT EXTERIOR WALL PRIOR REFER TO HOME ENERGY RATING CERTIFICATE FOR ADDITIONAL REQUIREMENTS ASSEMBLY TO SOFFIT ASSEMBLY 0iCONTINUOUS BEAD TO SOFFIT ASSEMBLY OF SEALANT PROVIDE INTERIOR SHEATHING tINSULATED FLEXIBLE AT EXTERIOR WALL PRIOR CON TO SOFFIT ASSEMBLY OF SEALANT OF SEALANT TIE AT INNER LINER WOOD FRAME SOFFIT MASTIC AT INNER LINER LADDER BLOCKING WOOD FRAME SOFFIT CONTINUOUS BEAD ASSEMBLY TIE AT OUTER LINER —INTERIOR EXTERIOR INSULATED WALL ASSEMBLY OF SEALANT INTERIOR T CABINET CABINET PROPOSED ADDITION ACCESSORY GARAGE TO THE GALLUCCI RESIDENCE 1720 BAYSHORE ROAD AIR SEAL AT BUILT-OUT SOFFIT AIR SEAL AT CABINET SOFFIT H SINGLE-STORY AIR SEAL AT CHASE WALLS PLAN AIR SEAL AT CABINET SOFFIT TWO-STORY AIR SEAL AT DUCT BOOT SOUTHOLD, NEW YORK GreenBuildingAdvisor.coni Scale: 5-01026 Green Bu i Idi ngAdvisor.Corn Scall 5-01027 Green BuildingAdvisor.com Scale: 5-01031 Green BuildingAdvisor.com 5-01032 Green BuildingAdvisor.com 5-01033 0 BuddingGmen LLC 2008 0 BuddingG.en LLC 2008 0 I3111d,ngGmen LLC 2008 0 B�fldni;;Gmen LLC 2008 Scale� 1/2" -01, 0 13�ddrgGLLC 2008 Scale: 7— DRAWING TITLE: GENERAL DETAILS INSULATION / SEALING SET: ISSUED FOR: DATE: 1 ISSUE FOR PERMIT 04-27-2023 CAVITY INSUL CAVITY INSUL \\-RIGID INSULAT RIGID INSULATI AT SLOPE AT SLO INSTALL SHEATH INSTALL SHEATHI G ON TRUSS PRIOR (D ON TRUSS PRIOR AIAII I FRAMING vr-%L-L- FRAMING VMLL VENT VENT VEN VEN D SEAL: DATE: APRIL 27, 2023 ATTIC ATTIC ATTIC CAVITY INSULAT I ATTIC PROJECT NO: CAVITY INSULF NEW DRAWN BY: -44 CONDITIONED SPACE UNCONDITIONED SPACE DEJ�R CMA CHECKED BY: JJD SCALE: CONCEPTUAL INSULATION PRACTICE AT ATTIC-STYLE TRUSS S'y STEM CONCEPTUAL INSULATION PRACTICE AT ATTIC-STYLE TRUSS SY STEM H C9 ABOVE CONDITIONED SPACE ABOVE UNCONDITIONED SPACE 5-0101507• r,7. SHEET NUMBER: Green B uildi ngAdvisor.corn Scale: 5-01035 GreenBuildingAdvisor.com Scale: A�OF'ESSI Q BWdi,,gGLLC 2008 0 13.0drgGLLC 2008 - 16 G DOB NUMBER: OF JAMES J DEERKOSKI, PE @ DEERKOSKI + ARM DESIGN AND ENGINEERING DRC Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments, DEC, FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. GENE RAL N 01�ES: CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 'I""y"- �_„` GROUND WIND SEISMIC s E E, .• t I� �- �� , , R CONTRACTOR NOTES CONCRETE GENERAL CONSTRUCTION NOTES: ENERGY NOTES: SNOW DESIGN DF-SI N ENRINCEIRING DPC LOAD SPEED m h CATEGORY ' 1. ALL WORK SHALL CONFORM TO THE RE UIREMENTS OF THE TOWN OF SOUTHOLD SUFFOLK COUNTY NEW YORK BUILDING • :., b Q 1. All concrete work shall conform to the ACI"Building Code Requirements for Reinforced Concrete"(ACI 318),latest edition. CODE,FIRE DEPARTMENT RULES AND REGULATIONS,UTILITY COMPANY REQUIREMENTS,AND THE BEST TRADE PRACTICES. 1. ALL CONSTRUCTION SHALL CONFORM TO THE 2020 INTERNATIONAL RESIDENTIAL CODE WITH AMENDMENTS BY NEW YORK STATE. 1. ALL CONSTRUCTION SHALL CONFORM TO THE 2021 INTERNATIONAL ENERGY CONSERVATION CODE.THE AUTHORITY HAVING JURISDICTION 45 lbs/sgft 130 (mph) C 2. Slab work shall conform to applicable portions of ACI 302e g Guide for concrete floor and slab construction,latest edition. CODE BOOKS INCLUDE,BUT NOT LIMITED TO: SHALL BE PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM TO EXCEED THE ENERGY EFFICIENCY OF THIS CODE. 3. All concrete for footings,walls and piers shall be normal weight with a minimum ultimate compressive strength of 3,000 psi at 28 days with a 2. BEFORE COMMENCING WORK,THE CONTRACTOR SHALL FILE ALLREQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT maximum slump of to 5". 2020 INTERNATIONAL-RESIDENTIAL CODE;DUILDING CODE;2021 ENERGY CONSERVATION CODE,PLUMBING CODE;FIRE CODE; SUBJECT TO DAMAGE FROM D E E R KO S K I + A R M OF BUILDINGS,OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS,OBTAIN ALL REQUIRED MECHANICAL CODE,FUEL GAS CODE;EXISTING BUILDING CODE;PROPERTY MAINTENANCE CODE 2. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS FROST LINE PERMITS,AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD,NEW YORK,AGENCIES 4. Concrete for interior slabs on grade shall be normal weight concrete with a water-to-cement ratio of 0.55,maximum slump of 5",and a minimum LOCATED.THE CERTIFICATE SHALL COMPLY WITH IRC N1101.14 WEATHERING DEPTH TERMITE DECAY DESIGN AND ENGINEERING D P C ALL CODES SHALL SUPERCEDE THE DRAWINGS AND SHALL BE INCORPORATED INTO THE DRAWINGS,WHETHER THEY ARE INDICATED ON SEVERE ultimate strength of 3,500 psi at 28 days.Concrete shall be moist cured and covered for 7 days. THE PLANS OR NOT. 3�-0" MODERATE TO HEAVY SLIGHT TO MODERATE 3. MINOR DETAILS NOT USUALLY SHOWN TE SPECIFIED,BUT REQUIRED FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK 3. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE 1 6 LIBRARY AVE. 5 U ITE C SHALL BE INCLUDED AS IF THEY WERE INDI('ATED IN THE DRAWINGS. 5. Except at architectural exposed concrete,total cement content by weight shall contain 40%Ground Granulated Blast Furnace Slag(GGBFS)OR W ESTHAM PTO N BEACH NY 1 1 9 7e shall contain 20%fly ash.GGBFS shall conform to ASTM C989 Grade 100 or Grade 120. Fly ash shall conform to ASTM C618 2. ADDITIONAL REFERENCE STANDARDS UTILIZED: SURROUNDING SURFACES. WINTER ICE SHIELD AMERICAN FOREST&PAPER ASSOCIATION DESIGN UNDERLAY- FLOOD WIND EXPOSURE 631-767-6071 CRAIGa@DASTUDIONT.COM 4. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES,AND OWNER. 6. Concrete design mix shall be submitted for each type of concrete to the design professional for review.The design mix shall be accompanied by 4. INSTALLATION-THE COMPONENT OF THE BUILDING THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED TEMP. MENT REQUIRED HAZARDS CATEGORY ENGINEER OF RECORD: test re orfs conformin to the ACI method for field ex erience or the ACI method for trial mixtures,includin a re h of w/c ratio versus strep th,in WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS P 9 P 9 9 P 9 IN TABLE 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL,AN APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENTS AND VERIFY 11 degrees YES 1984 1998 C 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED accordance with ACI 301.The design mix shall be sealed and signed by a professional engineer. 140 MPH 2018 EDITION.PRESCRIPTIVE&ENGINEERING METHODS. COMPLIANCE. / I CONSTRUCTION AREA. THE CONTRACTOR:TRACE DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR -- - - - _- REMOVAL TASKS.THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY 7. Reinforcin steel shall be deformed bars conformin to ASTM A615,Grade 60.Reinforcin steel shall be detailed accordln to the ACI Manual of DESIGN CRITERIA -- _ - ,-- I__ - _ _ - �- 9 9 9 g 3. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 5. TESTING BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HAVING LESS THAN OR EQUAL TO 3 ACH50 IN CZ 4A,5,6A. -_ � _ OR DURING THE EXECUTION OF THE WORK. Standard Practice(ACI 315),latest edition. - - _ -_ TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. I I �I, ,I l i, � �� I � 6. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK,AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER 8. Comply with the recommendations of ACI 306 for cold weather concreting and ACI 305 for hot weather concreting. 4. THE CONTRACTOR PRIOR TO START OF CONSTRUCTION SHALL VERIFY ALL DIMENSIONS,EXISTING,CR NEW AND BE RESPONSIBLE PRESCRIPTIVE DESIGN E N G I N E TRADES PLUMBING,ELECTRICALS,ETC. FOR BRINGING ANY DISCREPANCIES TO THE ATTENTION OF DEERKOSKI&ARM,OR FOR FIELD FIT IF DIRECTED. 6. DUCTS-SUPPLY AND RETURN DUCTS IS ATTICS SHALL BE INSULATED TO A MINIMUM OF R-8 @ 3"OR GREATER IN DIAMETER,AND R-6 @ E R 1 N G 9. Welded wire fabric(WWF)shall conform to ASTM A185,with a minimum ultimate tensile strength of 70,000 psi. DUCTS LESS THAN 3"IN DIAMETER, structural engineering services • consulting 7. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES,WHO SHALL ARRANGE FOR AND OBTAIN 5. THE MECHANICAL SYSTEMS,ELECTRICAL SYSTEMS,PLUMBING SYSTEMS AND SOLAR SYSTEMS,SHALL BE INSTALLED IN ACCORDANCE 6a. DUCT SEALING-DUCTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. USES(s) AND OCCUPANCY CLASSIFICATION(s) 10. Support and securely tie reinforcing to prevent displacement during concrete placement operations.Wire mesh must tap one full mesh at each side THROUGH THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS,INSPECTIONS AND REQUIRED SIGN OFFS. and end laps.Place mesh on chairs to maintain its position during the pour.Rocks,masonry,or other materials may not be substituted for chairs. UNDER THE LATEST STATE APPROVED BUILDING CODES.ALL SYSTEMS ARE TO BE DESIGNED,INSTALLLED,SPECIFIED BY THE GENERAL CONTRACTORS;HVAC,ELECTRICAL,OR PLUMBING SUBCONTRACTORS.ELECTRICAL CERTIFICATES ARE TO BE PROVIDED BY THE 7. DUCT TESTING- DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY AN APPROVED THIRD PARTY. USE OCCUPANCY JAMES J.DEE STHAM P.E. 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES,WHO SHALL ARRANGE FOR AND OBTAIN 11. Fabricate reinforcement to the required shapes and dimensions within the tolerances stated in the Concrete Reinforcing Steel Institute(CRSI) ELECTRICAL CONTRACTOR.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE HERS REQUIREMENTS. 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS,INSPECTIONS AND REQUIRED SIGN OFFS. Manual of Standard Practices. 8. BUILDING CAVATIES SHALL NOT BE USED AS PLENUMS RESIDENTIAL R-3 9. THE CONTRACTOR SHALL DO ALL CUTTING,PATCHING,REPARINC AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON 12. Provide clearances from face of concrete to the closest surface of reinforcement as follows,unless noted otherwise on the structural drawings 6. ALL NEW FOOTINGS SHALL BEAR ON VIRGIN,UNDISTURBED SOIL WITH AN ASSUMED BEARING CAPACITY OF 2000 POUNDS PER SQUARE WNERSHIP&USE OF DOCUMENTS: THE DRAWINGS,AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. Slabs:3/4" FOOT.ALL FOOTINGS SHALL BE 36"BELOW GRADE MINIMUM.IT SHALL BE THE RESPONSIBILITY 01 THE GENERAL CONTRACTOR TO VERIFY 9. MECHAINCAL SYSTEM PIPING INSULATION CARRYING FLUIDS>105F DEGREES or<55F DEGREES SHALL BE INSULATED WITH R-3 MINIMUM, TYPE OF CONSTRUCTION (CHAPTER 6) Beams,Columns:1 1/2" THE DEPTH OF ALL EXISTING FOOTINGS DISTURBED DURING CONSTRUCTION. These drawings and specifications including the ideas,design and Footings:3" arrangements represented therein,are the property of Deerkoski+ 10 ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. Exterior Face of Walls:2"for#6 or larger 10. MECHANICAL VENTILATION-SHALL MEET THE REQUIREMENTS OF THE IRC/IMC. TYPE GROUP 1-1/2"for#5 or smaller 7. CAST IN PLACE CONCRETE SHALL BE AIR ENTRAINED;5%<7%TOTAL AIR CONTENT BY VOLUME ANDHAVE AN ULTIMATE COMPRESSIVE Arm Design&Engineering,DPG. No part thereof shall be copied,disclosed to others or used in 11. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH Interior Face of Walls:1" STRENGTH AT 28 DAYS OF 3500 PSI.EXCEPT EXPOSED SLABS,GARAGE SLABS,AND STEPS SHALL BE4000 PSI.ALL WORK SHALL BE IN 11. EQUIPMENT SIZING-PER ACCA MANUAL S,BASED ON LOADS CALCULATED PER ACOA MANUAL 1 AS PROVIDED BY A THIRD PARTY HERS connection with an work or ro'ect oth r h n f r i LEVEL OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND DEERKOSKI&ARM DPC.NO CONSTRUCTION ACCORDANCE WITH THE 2020 INTERNATIONAL BUILDING CODE AND NYS AMENDMENTS RATER. V B Y P 1 eta O wh ch they have WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. 13. Coordinate size and location of all openings and pipe sleeves with architectural and mechanical drawings.Minimum concrete between sleeves shall been prepared without written consent. be 6". ALL CONCRETE SHALL CONFORM TO THE LATEST ACI STANDARDS. 12. LIGHTING-A MINIMUM OF 75%OF PERMANENTLY INSTALLED LIGHT FIXTURES MUST HAVE HIGH-EFFICIENCY LAMPS. HEIGHT AND FIRE AREA Drawings&specifications,as instrucments of professional service, 12. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR are and shall remain the Property of the engineer. IMMEDIATE RESOLUTION. 14. Conduits and pipes shall be placed above bottom bars and below top bars and shall not exceed 1/3 the concrete thickness at any cross-section. REINFORCEMENT: STEEL REINFORCEMENT SHALL COMPLY WITH THE REQUIREMENTS OF ASTM A 515,A 706 OR A 996.MINIMUM YIELD Parallel runs shall be placed a minimum of 3 diameters on center.No aluminum orcoated conduit pipe shall be used. STRENGTH OF REINFORCING STEEL SHALL BE 40,000 PSI(GRADE 40),REQUIRED REINFORCEMENT SHALL BE IN ACCORDANCE WITH THE IRC 13. ALL HVAC,PLUMBING,ELECTRICAL SYSTEMS SHALL MEET THE IRC CHAPTER 11 ENERGY EFFICIENCY,INTERNATIONAL MECHANICAL CODE, HEIGHT FIRE AREA OLD HARMLESS: 13. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, 15. Install slab curing measures immediately after finishing on the same day as concrete placement.Cure slabs using curing paper or plastic with taped TABLE R404.1.2(3),R404.1.2(8) INTERNATIONAL ENERGY CONSERVATION CODE. AND HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS,RECONNECTIONS,AND STARTUPS joints.Cover the wetted surface as soon as it can be placed without marking the surface.Keep surfaces moist during the cure period by providing additional IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE DESIGN,CALCULATIONS,DRAWINGS,WRITTEN HEIGHT. BUILDING. Deerkoski+Arm Design&Engineering,DPC,and there Associated moisture,wind barriers,sun rotection and other methods to romote a slow cure.Use of a curio com ound is rohibited.Loss of surface moisture STATEMENTS OF THE MECHANICAL,AIR CONDITIONING,VENTILATION,HEATING SYSTEMS(NEW,EXISTING,OR UPGRADED)STAMPED BY En ineer,are not overseein the construction of this buildin P P 9 P P LOCATION OF REINFORCEMENT: THE CENTER OF THE VERTICAL REINFORCEMENT IN BASEMENT WALLS SHALL BE LOCATED AT THE THE VERTICAL DISTANCE 9 9 9 14. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL,PLUMBING,MECHANICAL HVAC EQUIPMENT shall be inhibited for at least 7 days by recommended ACI methods. T A PROFESSIONAL ENGINEER IF REQUIRED BY THE OWNER OR THE BUILDING DEPARTMENT. The use of these drawings by any contractor,subcontractor,builder, CEN ERLINE OF THE WALL DETERMINED FROM THE TABLES R404.1.2(2)THROUGH R404.1.2(7).VERTICAL REINFORCEMENT IN BASEMENT FROM GRADE PLANE TO AND ANY SPECIALTY EQUIPMENT WITH ARCHITECTURAL FEATURES AND STRUCTURE.ANY CONFLICTS WILL BE BROUGHT TO THE THE AVERAGE HEIGHT UNLIMITED AREA tradesman or worker shall instigate a Hold Harmless Agreement ENGINEER'S ATTENTION FOR IMMEDIATE RESOLUTION.ALL WORK MUST BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS AND FRAMING LUMBER AND TIMBERS WALLS DETERMINED FROM TABLE R404.1.2(8)SHALL BE LOCATED TO PROVIDE A MAXIMUM COVER OF 1-1/4"INCHES FROM THE INSIDE 3 STORY NYC CODE. FACE. 14. ADDITIONS,ALTERATIONS OR RENOVATIONS:SHALL COMPLY WITH THE IECC 2021 OF INE HIGHEST ROOF between the drawing user and Deerkoski+Arm Design&Engineering, UNALTERED PORTIONS OF THE EXISTING BUILDING ARE NOT REQUIRED TO COMPLY WITH THIS CODE. SURFACE = 32/-0" AS PER TABLE 503 DPC. 1. All wood framing shall be installed in accordance with the American Forest and Paper Association"Wood Frame Construction Manuar,latest AS PER SECTION 502 OF The user shall in fact agree to hold Deerkoski+Arm Design& SAFETY NOTES-RESIDENTIAL CONSTRUCTION edition. CONCRETE BASEMENT FOUNDATIONS SHALL HAVE HORIZONTAL REINFORCEMENT AS FOLLOWS: 15. MINIMUM OF ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING SYSTEM IN THE BUILDING CODE OF Engineering DPC harmless for any responsibility in regard to the BASED ON R404.1.3.2(INCLUDES BASEMENT ENTRANCES AND WINDOW WELLS) construction means,methods,techni ues,se uences or rocedures, GENERAL: 2. All fasteners shall be installed in accordance with American Forest and Paper Association"National Design Speafcation for Wood Construction", ACCORDANCE WITH THE SECTION N1103 CONTROL SYSTEMS. NEW YORK STATE. 4 4 P latest edition. < 8'WALL HEIGHT: ONE#4 BAR WITHIN 12"OF THE TOP OF WALL AND ONE#4 BAR NEAR MID HEIGHT OF WALL. and for any safety precautions and programs in connection with the > 8'WALL HEIGHT: ONE#4 BAR WITHIN 12"OF THE TOP OF WALL AND ONE#4 BAR NEAR THIRD POINTS IN THE WALL STORY work and further shall hold Deerkoski+Arm Design&Engineering DPC ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF BROOKHAVEN,NEW YORK,BUILDING CODE,AND REGULATIONS OF 3. All framing lumber shall conform to the following governing standards: - 16. ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN ACCORDANCE WITH TABLE R402.4.1.1. TOTAL HEIGHT FROM RIDGE TO GRADE 29�-6" harmless for the costs and problems arising from the negligence of the ALL OTHER AGENCIES HAVING JURISDICTION. A. American Institute of Timber Construction,"Timber Construction Manual,"latest edition. APPLY A FRESH BEAD OF CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATLY PRIOR TO INSTALLING INTERIOR GYPSUM WALL BOARD. contractor,subcontractor,tradesman or workman. B. American Forest and Paper Association"National Design Specification for Wood Construction,"latest edition. 8. BASE DESIGN VALUE FOR VISUALLY GRADED DIMENSIONAL LUMBER:JOISTS,STUDS,RAFTERS AND A,LL FRAMING LUMBER SHALL BE REFER TO BUILDING ELEVATIONS FOR HEIGHT BASED ON FEMA FLOOD The use of these drawings also implies that Deerkoski+Arm Design& FIRE SAFETY: DOUG-FIR#2 OR BETTER,E=1.6 X e°,MINIMUM Fb FOR DIMENSIONAL LUMBER=850 PSI. Engineering DPC,shall take no responsibility for the plan user's failure 4. All lumber shall be grade-stamped by a recognized grading agency and shall be Surfaced-Dry. LUMBER SPECIES AND GRADE to carry out the work in accordance with the drawing contract documents • ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A LOCKED AREA. ALL EXTERIOR LUMBER SHALL BE ACQ or REQUIRING THE FOLLOWING: or any and all applicable building codes and manufacturer's • ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION 5. Framing Lumber shall be from a Sustainable Forestry Imitative(SFI)certified sustainable forest.The contractor is responsible to submit certification A. ALL FASTENERS SHALL BE HOT DIPPED GALVANIZED ASTM 1153 CLASS D or STAINLESS STEEL.STAINLESS STEEL SHALL ONLY BE specifications. • ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH MATERIALS to the design professional for review prior to construction. ) P L O O D STO RIND PANEL DETAILS ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH 2 AND BETTER ARE TO BE KEPT AWAY FROM HEAT. USED WITHIN ONE MILE OF THE WATER. ----- ------ # • ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. 6. Sawn framing lumber shall be of the following minimum grade and specie for the specified use. B.) USE COPPER FLASHING ONLY AGAINST ACQ LUMBER SILL PLATES ODE COMPLIANCE NOTES: • ALL ELECTRICAL POWER TO BE SHUT OFT=WHERE THERE ARE EXPOSED CONDUITS. Rafters:Douglas Fir Larch#2,Fb=900 psi,E=1,600,000 psi.Surfaced Dry C.) ALL STRUCTURAL CONNECTORS Le.SIMPSON STRONG-TIE OR USP,ETC.SHALL BE HOT DIPPED GALVANIZED OR STEEL. WINDOW HURRICANE WIND LOAD REQUIREMENTS ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER STRUCTURAL DESIGN SHALL CONFORM TO"CLIMATIC& Joists:Douglas Fir Larch#2,Fb=900 psi,E=1,600,000 psi.Surfaced Dry • ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. Studs Douglas Fir Larch Stud Grade,Fc=850 psi,E=1,400,000 psi.Kiln dried 15%moisture content ALL WINDOWS&DOORS SHALL BE INSTALLED IN ACCORDANCE WITH GEOGRAPHIC DESIGN DATA"PER R301.2 RCNYS.TO BE • CONTRACTOR,AT ALL TIMES,TO ENSURE:THERE IS NO NATURAL GASLEAKAGE IN THE BUILDINGS,OR ANY FLAMMABLE GAS TO BE Plates:Douglas Fir Larch Stud Grade.Surfaced Dry. ALL EXTERIOR LUMBER SHALL BE UNTREATED GREEN HEART IF A REQUIREMENT OF LOCAL ENVIRCNMENTAL AGENCIES MANUFACTURER'S SPECIFICATIONS.VERIFY ALL DIMENSIONS AND DESIGNED TO MEET 130mph WIND LOADS. USED DURING CONSTRUCTION. Beams Douglas Fir Larch#1,Fb=1000 psi.,E=1,700,000 psi.Surfaced Dry INSTALLATION SPECIFICATIONS. Posts Douglas Fir Larch#1,FC=1000 psi.,E=1,600,000 psi.Surfaced Dry 9. ALL ENGINEERED WOOD PRODUCTS SUCH AS"TRUS JOISTS,MICRO LAM,ETC."SHALL BE INSTALLED IN ACCORDANCE WITH THE ALL STRUCTURAL AND MECHANICAL DRAWINGS SHALL MINIMUM UNIFORM DISTRIBUTED LIVE LOADS (in pounds per square foot) CONFORM TO THE PROJECT SPECIFICATIONS,INCLUDED,BUT DUST CONTROL: MANUFACTURERS LATEST INSTALLATION DETAILS,FRAMING CONNECTORS,ALLOWABLE HOLE DIAGRAMS,SPECIFICATIONS,ETC. ALL GLAZING TO BE LOW E;INSULATED;AND IMPACT RESISTANT NOT LIMITED TO THE FOLLOWING: 7. Sills in contact with concrete or masonry shall be 2x Southern Yellow Pine#1 Pressure Treated or 1-112"thick preservative treated TimberStrand • DEBRIS,DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TC THE IMMEDIATE CONSTRUCTION AREA. LSL treated sills. "MICRO-LAM"DESIGN STRESS: E-1.9,Fb=2,600 psi,Fv=285 psi SEE WINDOW SCHEDULE FOR R.O. (VERIFY ALL R.O.w/WINDOW ORDER) • CONTRACTOR TO ISOLATE CONSTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR HEAVY "PARALLAM-PSL"DESIGN STRESS: E=2.0,Fb=2,900 psi,Fv=290 psi USE LIVE LOAD DEAD LOAD 2018&2021 INTERNATIONAL RESIDENTIAL CODE(IRC) 8. Nailing shall conform to Table 2304.9.1 in the International Building Code 2012.Nails specified on plans are common nails. WINDOWS THAT DO NOT MEET HURRICANE WIND LOADS AND SPECIFICATIONS 2020&2021 RESIDENTIAL BUILDING CODE OF NEW YORK STATE DROP CLOTHS. "ANTHONY POWER BEAMS"DESIGN STRESS: E=2.1,Fb=3,000 psi,Fv=300 psi 2021 ENERGY CONSERVATION CODE OF NEW YORK STATE • DEBRIS,DIRT,AN DUST TO BE CLEANED LIP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 9. Where sawn framing lumber is flush framed to engineered lumber(LVL,PSL,LSL),glued-laminated,or steel beams,set the girders 1/4"clear SHALL HAVE WINDBORNE DEBRIS PROTECTION: EXTERIOR BALCONIES 60 10 2018 AMERICAN WOOD COUNCIL-2018 WOOD FRAME ACCUMULATION. below top of framing lumberto allow for framing lumber shrinkage. 10. BASEMENTS: EACH SLEEPING ROOMS IN BASEMENTS AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENABLE EMERGENCY CONSTRUCTION MANUAL HIGH WIND EDITION ESCAPE AS FOLLOWS: PROVIDE 5/8"PLYWOOD SHEETS,CUT TO SIZE,LABELED&NUMBERED FOR DECKS (f) 40 10 2021 AMERICAN WOOD COUNCIL-FIRE DESIGN SPECIFICATIONS NOISE AFTER HOURS: 10. All rafters and joists shall align directly with studs below;where required install additional studs. SILL HEIGHT NOT MORE THAN 44 INCHES ABOVE THE FLOOR. EACH WINDOW FRAME,w/PREDRILLED SCREW HOLES @ PRESCRIBED SPACING (FDS) A. MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. FOR EACH SHEET. 2021 AMERICAN WOOD COUNCIL-SPECIAL DESIGN PROVISIONS • CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS ESTABLISHED AND NOTED IN THE TOWN'S CODE, 11. Lap all plates at comers and at intersection of partitions. PASSENGER VEHICLE GARAGES (a) 50 EXCEPT LEGAL HOLIDAYS. EXCEPT GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQUARE FEET. (a) 10 FOR WIND AND SEISMIC(SDPWS) • CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. 12. The ends of beams shall be braced a ainst rotation with blockin ,hap ers,brid in ,boltin ,or other means a roved b the desi n rofessional. B. MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES THESE SHEETS SHALL BE STORED IN AN ORDERLY FASHION ON SITE AT ALL TIMES. AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7-16 9 9 9 g 9 9 pp y 9 p PROVIDE ALL SCREWS FOR EMERGENCY INSTALLATION IN CASE OF A HURRICANE. HOME ENERGY RATING SYSTEM HERS INDEX RATING C. MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES ATTICS WITHOUT STORAGE (b,e) 10 10 ( ) SPECIAL SAFETY NOTES: 13. Built-up columns shall be fabricated as follows: D. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT KEYS OR TOOLS. Column from 2x4 members: REFER TO CONSTRUCTION NOTES,AND DETAILS • ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE (2) Laminations:(1)row of 8d nails on each side of column,8"O C.staggered. ATTICS WITH STORAGE (b,e) 20 10 OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE (3) Laminations:(1)row of 30d nails on each side of column,8"O.C.staggered. 11. STAIR HANDRAIL:PROVIDE HANDRAIL ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE BUILDING SHELL INSULATION: PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL Column from 2x6 members: RISERS. BE REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS (2) Laminations:(2)rows of 8d nails on each side of column,8"0 C.staggered. ROOMS OTHER THAN SLEEPING ROOMS 40 10 CEILING-FLAT: NA OF THE OCCUPATIONAL SAFETY AND HA2'ARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A (3) Laminations:(2)rows of 30d nails on each side of column,8"O.C.staggered. 12. GUARDS:PRCHES,BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30"INCHES ABOVE THE FLOOR OR GRADE BELOW SHALL SEALED ATTIC: R-35 CLOSED CELL INSULATION+ASSEMBLY CONTRACTOR SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF HAVE A RAILING NOT LESS THAN 36"INCHES IN HEIGHT.RAILINGS SHALL HAVE TOP RAILS AND BALUSTERS AND BOTTOM RAILS THAT ARE SLEEPING ROOMS CEILING-VAULTED: R-35 CLOSED CELL INSULATION+ASSEMBLY UNSATISFIED,THE CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY,OR RENDER SAFETY CONDITIONS FOR LIFE AND 14. Where posts are specified on the drawings as 4x4,4x6,etc,they shall be solid,not built up from studs NO MORE THAN 4"INCHES APART.EXCEPT:THE TRIANGULAR OPENINGS FORMED BY THE RISER,TREAD AND BOTTOM RAIL OF THE GUARD 4" 8'-I $/4" 4" 30 10 EXTERIOR WALLS: R-26 CLOSED CELL INSULATION+ASSEMBLY PROPERTY AS ARE RELATED TO HIS ACTIVITY,IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION RAIL AT THE OPEN SIDE OF A STAIRWAY ARE PERMITTED TO BE OF SUCH A SIZE THAT A 6"SPHERE CANNOT PASS THROUGH. EXPOSED FLOOR: R-35 CLOSED CELL INSULATION+ASSEMBLY FOUND AT ANY TIME TO BE UNSAFE,HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR,DEERKOSKI& 15. Where wood posts are specif ed above and below a level of floor framing,maintain the same cross sectional area through the thickness of the floor either by continuing the post,adding LVL blocking underneath,or adding a beam of the same width as the largest post. OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 30"ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS 1/2"structural plywood Ct . . . . . . . . . EACH WINDOW TO RECEIVE(1)7/16" STAIRS 40 (C) 10 FOUNDATION WALLS: R-14 CLOSED CELL INSULATION ARM DAC,OR OWNER. THE BEGINNING CF WORK SHALL INDICATE SA-ISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE THICK X SIZE OF WINDOW PLUS 4" REQUIREMENTS. THAN 34"INCHES IN HEIGHT MEASURED VERTICALLY FROM THE NOSING OF THE TREADS. Panel,Attached to REFER TO HOME ENERGY RATING CERTIFICATE FOR ADDITIONAL REQUIREMENTS 16. Where wood posts are specified on the drawings,the supported beams)shall bear on the full cross section of the post. Frame In accordance EA.SIDE CDX PLYWOOD GUARDRAIL AND HANDRAILS (d) 200 (c) 10 • PROVIDE SINGLE AD MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS 17. Provide cross bridging at maximum 8'-0"o.c.for all joists. 13. WINDOW FALL PROTECTION:WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LOCATED LESS THAN 24"INCHES ABOVE with Table R301.2.1.2 • SINGLE AND MULTIPLE-STATION IN ACCORDANCE WITH STATE,FEDERAL,AND LOCAL CODES. THE FINISHED FLOOR AND GREATER THAN 72"INCHES ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE International Residential ROOF 18. No joists shall be cut,notched,or have holes added without approval. BUILDING,THE WINDOW MUST BE PROVIDED WITH A WINDOW OPENING CONTROL DEVICE THAT COMPLIES WITH IRC R312.2.2.WINDOW code a NYS 30 10 • CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING,WATER,OR ELECTRICAL SERVICES TO THE OWNER. OPENING CONTROL DEVICES. PROVIDE#8 WOOD SCREWS • CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED,AND WILL NOT CREATE DUST,DIRT,OR OTHER SUCH 19. Exterior wall studs shall be continuous between points at which they can be braced by a floor or roof,unless noted otherwise. V e'-o S H " @ 12 O.C.AROUND PERIMETER PROJECT: INCONVENIENCES TO THE OTHER NEIGHHBORS. 20. Where the bottom ply of the top plate is interrupted by a raised header beam,no splice in the top ply shall be located over the header or within X-C" 14. NO BACKFILL SHALL BE PLACED AGAINST THE FOUNDATION WALLS UNTIL THE FIRST FLOOR FRAMING IS IN PLACE OR BRACE THE OF WINDOW a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- of each end of the header or the splice shall be located at midspan of the header with 12 10d nails each side of splice. FOUNDATION WINDOW UNIT POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. DEERKOSKI&ARM DAC: 21. Do not install non-load bearing partitions below load bearing beams until all load bearing framing is completely installed,including roof framing 15. DOUBLE JOISTS UNDER PARALLEL PARTITIONS AND UNDER TUB AND APPLIANCES.DOUBLE AROUND OPENINGS IN FLOOR AND ROOF b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. DEERKOSKI&ARM DPC,AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. THE USE OF FRAMING. THESE DRAWINGS BY ANY CONTRACTOR,SUBCONTRACTOR,BUILDER,TRADESMAN OR WORKER SHALL INSTIGATE A HOLD HARMLESS 22 All bolt holes in load bearing wood framing components shall be no more than 1/16"larger than the bolt diameter. `r PROPOSED ADDITION c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY AGREEMENT BETWEEN THE DRAWING USEF:AND DEERKOSKI&ARM DAC. 16. METAL FLASHING SHALL BE INSTALLED WHERE CONCRETE ABUTS WOOD,AND WHERE DECKS ABUT HOUSE FRAMING. DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI&ARM DPC.HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION MANUFACTURED WOOD PRODUCTS PLYWOOD STORM PANEL STRESSES AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER ACCESSORY GARAG E ` MEANS,METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION 17. INSTALL101ST HANGERS AT ALL FLUSH STRUCTURAL LOAD BEARING CONDITIONS. WITH THE WORK AND FURTHER SHALL HOLD DEERKOSKI&ARM DPC HARMLESS FOR COSTS AND PROBLEMS ARISING FROM THE 1. LVL(Micro Lam)Beams:Manufactured by iLevel by Weyerhauser.Fb=2600 psi,E=1,900,000 psi. SHUTTER DETAIL TO TH E d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN NEGLIGENCE OF THE CONTRACTOR,SUBCONTRACTOR,TRADESMAN, N WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES THAT 18. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF THAT Refer to General Notes for Panel ACCORDAN WITH THSKI&ARM DPC.SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN ACCORDANCE 2. PSL(Parallam)Beams Manufactured by iLevel by Weyerhauser.Fb=2900 psi,E=2,000,000 psi eE WITH sECTION R8D2.,D.,. G A L L U C C I R E S I D E N C WITH THE DRAWINGS,CONTRACT DOCUMEIJTS,MANUFACTURER'S SPECIFICATIONS,AND ANY CODE HAVING JURSIDICTION. ROOM,AND THE MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED.REFER TO fastener requirements. 3. PSL(Parallam)Columns/Posts.Manufactured by iLevel by Weyerhauser Fc=2500 psi,E=1,800,000 psi IRC RESIDENTIAL CODE SECTION R303. e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS DOCUMENT NOTES: 4. TJI members:Manufactured by iLevel by Weyerhauser. 19. ALL WINDOW AND DOOR HEADERS SHALL BE 2-1-3/4"x 9-1/2"MICROLAM LVL UNLESS NOTED OTHERWISE. TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE 1720 BAYSHORE ROAD THE CLIENT AGREES,TO THE FULLEST EXTENT OF THE LAW,TO INDEMN FY AND HOLD DEERKOSKI&ARM DPC.HARMLESS FROM ANY CLAIM,LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE,FOR THE INJURY OR ECONOMIC LOSS 5. LSL members:Manufactured by iLevel by Weyerhauser. MINIMUM SPECIFIED UTHOLD, NEW YORK 20. VENT DRYERS TO EXTERIOR AS PER IRC SECTION M1502 ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. VENT RANGE HOODS AS PER IRC SECTION M1503 GENERAL CONDITIONS: COMPRESSION STRENGTH 6. Substitutions are not allowed without approval from design professional and the contractor shall compensate the design professional for time spent (a) I evaluating the proposed substitution. BATHROOMS/MECHANICAL VENTILATION AS PER IRC SECTION 1507 TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL 7. The plys of built up manufactured wood products shall be fastened together in conformance with the manufacturers specifiers guide,unless noted 21. SMOKE ALARMS:SHALL BE LISTED IN ACCORDANCE WITH UL 217,INSTALLED AS PER THE IRC SECTION 314 AND NFPA 72.SMOKE ALARMS SEVERE (b) GENERAL NOTES otherwise. SHALL BE PROVIDED IN EACH SLEEPING ROOM AND OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE All work shall be coordinated with architectural and mechanical drawings and shall conform to the project specifications,including the 2020 Residential PLYWOOD BEDROOM AND ON EACH STORY OF THE DWELLING,INCLUDING BASEMENT AND CELLARS AND NOT LESS THAN T FEET FROM THE I. DESCRIPTION: NEW CONSTRUCTION R-3 BASEMENT WALLS, FOUNDATIONS AND OTHER BATHROOM DOOR CONTAINING A BATHTUB OR SHOWER.ALARMS SHALL BE INTERCONNECTED ANO HARDWIRED TO A COMMERCIAL OCCUPANCY SINGLE FAMILY DWELLLING CONCRETE NOT EXPOSED TO THE WEATHER DRAWING TITLE: Building Code of New York State,the 2020 Energy Conservation Code of New York State,American Society of Civil Engineers ASCE 7-16. SOURCE. ( ) ( ) 2,500 (C) 1. Plywood sheathing shall be APA RATED SHEATHING,APA grade stamped for the specified span and use,with an index stamp visible on all sheets,and made with exterior lue.Sheathin shall be of the followin thickness:Roof 5/8"or 314".Floors 3/4"ton ue and rooved.Walls 1/2" WHENEVER AN ALTERATION,ADDITION OR CONVERSION IS MADE TO AN EXISTING RESIDENCE,THE SMOKE DETECTION SYSTEM OF THE II. CONSTRUCTION: WOOD;COMBUSTABLE TYPE III N STRUCTURAL DESIGN SHALL CONFORM TO"CLIMATIC&GEOGRAPHIC DESIGN DATA"PER R301.2 RCNYS. 9 9 9 9 9 ENTIRE RESIDENCE MUST BE BROUGHT UP TO CODE,HARD-WIRED AND INTERCONNECTED. TO BE DESIGNED TO MEET 130mph WIND LOADS. (TYPE) (TYPICAL PLATFORM FRAMED CONSTRUCTION) BASEMENT SLABS AND INTERIOR SLAB ON GENE RAL NOTE S 2. All plywood shall be glue nailed to floorjoists using APA approved construction adhesive(PL400 or approved equal.)Use ply clips or other edge GRADE, EXCEPT GARAGE FLOOR SLABS 2,500 (c) support as required for plywood sheathing. 22. CARBON MONOXIDE ALARMS:SHALL COMPLY WITH IRC R315,IFC SECTION 915 AS AMENDED BY THE NYS SUPPLEMENT. III. GENERAL NOTES: ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE ALL STRUCTURAL AND MECHANICAL DRAWINGS SHALL CONFORM TO THE PROJECT SPECIFICATIONS,INCLUDED,BUT NOT LIMITED TO THE TIE DOWN DETAILS FOLLOWING: 3. Leave 1/16"space at all plywood panel end joints.Leave 118"space at all panel edge joints if not tongue and grooved. ALL CO ALARMS SHALL BE CONNECTED TO THE LIGHTING CIRCUIT WITH NO INTERVENING SWITCH. MINMUM REQUIREMENTS OF THE LASTEST EDITION OF THE BATTERY POWERED ALARMS ARE NOT ALLOWED.CO ALARMS ARE REQUIRED WITHIN EACH DWELLING UNIT ON EACH STORY CONTAINING UNIFORM BUILDING CODES(U.B.C.)OR AS SPECIFICALLY NOTED BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND 2018 INTERNATIONAL RESIDENTIAL CODE(IRC) METAL WOOD CONNECTORS A SLEEPING AREA,WITHIN 15'FEET OF EACH AND EVERY SLEEPING AREAS. ON THESE PLANS(S-1,D-1,D-1a,A-1 -A-11)AND CALCULATIONS, OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 2020 RESIDENTIAL BUILDING CODE OF NEW YORK STATE WITH THE MOST STRINGENT CONDITION GOVERNING. 3,000 (d) 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE 1. Simpson products installed per Wood Construction Connectors 2011-2012(C-2011)by Simpson Strong-tie. 23. WALL BRACING:BUILDINGS SHALL BE BRACED IN ACCORDANCE WITH IRC SECTION R602.10,OR WHEN APPLICABLE,SECTION R602.12 OR SET: ISSUED FOR: DATE: 2018 AMERICAN WOOD COUNCIL-2018 WOOD FRAME CONSTRUCTION MANUAL HIGH WIND EDITION SECTION R602.10.4.2 CONTINUOUS SHEATHIN METHODS. BUILDING IS DESIGNED IN ACCORDANCE WITH 130 mph(3 SECONDS GUST) AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7-16 2. Use common nails at all metal wood connectors. HURRICANE PRONE REGION WIND ZONE 3. REFER TO FEMA LOAD PATHS; PORCHES, CARPORTS AND STEPS EXPOSED TO 1 ISSUE FOR PERMIT 04-27-2023 HOME ENERGY RATING SYSTEM(HERS INDEX RATING) 3. 10d 1-1/2"nails may not be substituted for 10d or 16d nails specified by manufacturer for that connector,unless noted on plans 24. A CONTINUOUS LOAD PATH SHALL BE PROVIDED TO TRANSMIT THE APPLICABLE UPLIFT FORCES IN SECTION R802 11.1 FROM THE ROOF TECHNICAL FACT SHEET NO. 10. THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) ASSEMBLY TO THE FOUNDATION. 1. The Contractor is responsible for all temporary shoring,bracing,and sheeting and shall make safe all floors,roofs,walls and adjacent property as 4. Install Simpson face mount hangers at all flush framing conditions.Use face mount hangers specified in iLevel Joist specifiers guide TJ 4000 and BUILDING IS DESIGNED TO MEET OR EXCEED SNOW LOADING CONDITIONS(45 psf). project conditions require. iLevel Beam,Header,and Column specifiers guide TJ 9000 by Weyerhaeuser,unless specified otherwise on plan. 25. ASPHALT SHINGLES:SHALL COMPLY WITH ASTM D 3462.WIND RESISTANCE OF ASPHALT SHINGLES SHALL BE TESTED IN ACCORDANCE WITH FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa 2 The Contractor is responsible for means,methods,techniques,sequences or procedures of construction;for coordination of the work of all trades, 5. Provide metal hurricane anchors at each rafter.Unless noted,use Simpson H2.5A or as required by the local governing building code. ASTM D 7158 AND CLASSIFIED AS PER TABLE R905.2.4.1 OF THE IRC RESIDENTIAL CODE. (a) AT 28 DAYS PSI and for site safety. FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED OR STAINLESS STEEL,ALUMINUM OR COPPER ROOFING NAILS,MINIMUM 12 (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL IV. CONNECTIONS ALL HARDWARE(i.e.COLUMN CAPS AND BASES,BEAMS AND 6. Rafters framed flush to structural ridge beams shall have Simpson LSSU hangers. GAUGE SHANK WITH A MINIMUM OF 3/8"INCH DIAMETER HEAD.THE FASTENERS SHALL PENETRATE THROUGH THE ROOF SHEATHING JOIST HANGERS,STRAPS,ETC.) SHALL BE ICBO APPROVED (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING 3. The Contractor is responsible to coordinate a pre-construction meeting to review structural plans.Meeting attendees shall include,but not be limited AND COMPLY WITH ASTM F 1667.MINIMUM NUMBER OF FASTENERS AS PER MANUFACTURER BUT NOT LESS THAN 4 PER STRIP. (e.g. SIMPSON CO.)OR CUSTOM FABRICATED SPECIFICALLY DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH to,the 7. Where ACQ or CuAz wood preservative treated wood framing components are used,all connectors and fasteners shall be stainless steel.Alternate FOOTNOTE (d) contractor,project architect,project structural engineer,framing subcontractor,and concrete subcontractor. methods for protection against corrosion of connectors and fasteners must be approved by the design professional. 26. SWIMMING POOLS:SHALL COMPLY TO IRC 2015 SECTION R326 AND AS AMENDED BY THE NYS BUILDING STANDARDS CODE SUPPLEMENT. BE INSTAILL D WITH NAI S OR BO TS XACT LY AS CALLED FOR (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT 4. Upon execution of the contract,the contractor agrees to indemnify and saves harmless the owner and engineer of record forever from and against STRUCTURAL STEEL BY THE MANUFACTURER OR AS NOTED ON THE PLANS. (PERCENT BY VOLUME OF CONCRETE) losses and claims,demands,payments,suits,actions,recoveries,and judgments of every nature and description,including attorney's fees,brought SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. a ainst the owner or the en ineer of record b reason of actor omission of the contractor,or a subcontractor to the contractor,or of an individual, rou or 27. SOLAR READY DWELLINGS:SHALL CONFORM TO IRC 2020 SECTION 324 AND AS AMMENDED BY THE NYS BUILDING STANDARDS CODE 9 9 y 9 p' 1. All structural steel work shall conform to the following governing standards: SUPPLEMENT. ALL NAILS SHALL BE COMMON OR SINKERS,UNLESS NOTED OTHERWISE. (e) SEE SEC110N R402.2 FOR MINIMUM CEMENT CONTENT. entity,directly or indirectly employed by the contractor or such subcontractor,in the performance of work for,or the rendering of services to the A. AISC"Specification for the Design,Fabrication and Erection of Structural Steel for Buildings,"latest edition. ALL BOLTS SHALL COMPLY WITH ASTM A-36 owner. B. The American Weldin Socie AWS D1.1 Code for Weldin in Buildin Construction,"latest edition. AREAS OF STRUCTURE 9 ty( ) g g 28. EXTERIOR DECKS:EXTERIOR WOOD DECKS SHALL CONFORM TO IRC SECTION R507 OR ASTM A-307 STANDARD OR BETTER. 5. Deerkoski&Arm DPC is not retained for the construction phase to review the structural drawings and specifications with all trades involved in the 2 All structural steel shall conform to the follow ng ASTM specifications: - -- completion of the proposed work or to make periodic observations of the progress of construction.Deerkoski&Arm DPC is not retained to provide NAILING SCHEDULE FOR STRUCTURAL MEMBERS-SEE ATTACHED APPENDIX E EXISTING STRUCTURE NEW STRUCTURE construction administration services,the client assumes all res onsibili for inter retation of the structural documents and for construction observation and A.Plates:ASTM A36 P tY P TABLE 2306.1-FASTENING SCHEDULE. SEAL: DATE: waives any claims against Deerkoski&Arm DPC that may be in any way connected thereto. B.Rolled r rSections:ASTM A992 Grade 50 ALL NAILING SHALL COMPLY WITH LOCAL AND STATE CODES. CRAWL SPACE NA NA APRIL 27, 2023 C.AII other rolled sections:ASTM A36 R401.4.1 Geotechnical Evaluation D. Tube Columns:ASTM A500,Grade B. BASEMENT NA NA 6 Structural drawings shall not be used for construction unless noted"Issued For Construction".Drawings used for bidding purposes shall not be used E. All bolted connections are to be made with 3/4"A307 bolts with ASTM F436 washers,unless noted otherwise Connections are to be standard AISC SHEATHING IS TO BE NAILED WITH 8d COMMON AT A MINIMUM OF 6"O.C. ' for construction. connections In lieu of a complete geotechnical evaluation,the load-bearing values in Table R401.4.1 shall be assumed. AT BUILDING PERIMETER AND AT ALL PANEL EDGES,AT 12"O.C.AT ALL FIRST FLOOR 1263.78 472.08 + 106.33 (578.41) ; F. Anchor bolts:ASTM F1554 Grade 36.3/4"diameter unless noted otherwise on drawings. V. SHEATHING INTERMEDIATE ROOF SUPPORTS,OR AS NOTED ON FRAMING PLANS. FOUNDATIONS TABLE R401.4.1 3. Welding electrodes shall be ASTM A233,Class E70XX.Use low hydrogen electrodes forA572,Grade 50 steel. SECOND FLOOR 1350.38 NA PROJECT NO: 1. Building foundations shall bear driven timper piles as specified on the drawings VERTICAL(SHEET WALLS): ALL EXTERIOR WALLS OF STRUCTURE SHALL BE 4. Sho PRESUMPTIVE LOAD BEARING VALUES OF FOUNDATION BEARING PSa COVERED WITH MINIMUM 3/4"THICK CDX OR OTHER STRUCTURE SHALL BE F N 2022 -44 p paint interior steel members with primer.Verify that the finish coat is compatible with the primer before applying and notify design professional OPEN FLOOR SPACE INC NA O � 2. Submit for approval the sequence of pile driving for all piles. if it is not.Field aint as erArchitectural drawin s and S ecifications CLASS OF MATERIAL LOAD-BEARING PRESSURE(pounds per square foot) COVERED WITH MINIMUM 3/4"THICK CDX OR OTHER STRUCTUREAL SHEATHING, THIRD FLOOR NA NA �� P P 9 P � 1- DRAWN BY: Crystalline bedrock 12,000 NAILED WITH 8d COMMON NAILS AT 6"O.C.AT ALL PANEL EDGES,AND AT 12"O.C. 5 J DEEB, 0 CMA m r fl xi I I ad .Th drivin shall be done in such a wa as to hol the ile firml in h v 3. Ade driving equipment shall be of the ng d fro e o e b e e type e g y d p y t e 5. Shop and erection drawings shall be submitted to the design professional for review and approval.No fabrication of steel shall commence without Sedimentary and foliated rock 4,000 AT ALL INTERMEDIATED SUPPORTS(STUDS)UNLESS NOTED OTHERWISE. BALCONY 48 I NA I � ,, .� �I"n � specified position. approved shop drawings.Shop drawings shall conform to customary AISC detailing standards. Sand ravel and Or ravel GW and GP 3,000 LOFT *' T n Y g / g ( ) ONE 2X STUD OR PLATE SHALL BE PROVIDED AT ALL PLYWOOD EDGES(U.N.O.) NA NA > f.' , �_ CHECKED BY: 4 Piles hall be of sufficient length to reach refusal.Splices are not permitted. Sand,silty sand,clayey sand,silty gravel CHECK FRAMING PLANS TO SEE IF MORE STRINGENT CONDITIONS ARE CALLED FOR. ATTIC HOUSE a NA NA n °'D�' ' ? r JJD 6. All beams except cantilever beams shall be fabricated with natural camber up.Cantilever beams shall be fabricated so that natural camber raises and Clayey gravel(SW,SP,SM,SC,GM PLYWOOD SHALL BE SPAN RATED FOR THE APPROXIMATE STUD SPACING. fn &�=, 5 Piles shall be driven with a hammer which roduces not less than 10,000 foot ounds of ener er blow cantilevered end. ATTIC HOUSE b NA NA Z . - . W SCALE: P P 9Y P and GC) 2,000 Clay,sandy,silty clay,clayey silt,silt and ALL FOOTINGS SHALL BEAR ON FIRM,UNDISTURBED,NON-ORGANIC SOIL, DETACHED GARAGE NA 572 I N� �tu' -." O� rr - .r 6 All piles shall be driven to a resistance determined by a recognized pile-driving formula approved by a licensed Geotechnical Engineer.The pile o I O ?50 4 y�� 1/4 1 -D sandy siltclay(CL,ML,MH and CH) OR ON FILL COMPACTED TO 95/"OF MAXIMUM DENSITY BASED ON ASTM D 1557. A ti shall bear in compact sand.The minimum driving resistance shall be maintained for at least the last 12 inches of driving. GARAGE NA NA 1,500b VI. FOUNDATION BONUS ROOM NA NA ROS p I'� SHEET NUMBER: 7. A licensed Professional Engineer shall be retained by the Owner for purposed of ascertaining that the work is installed in accordance with the plans UNLESS OTHERWISE NOTED,AN ASSUMED BASIC ALLOWABLE SOIL BEARING and specifications.The Contractor shall cooperate fully with the inspecting Engineer and shall give a minim of 24 hours notice before performing any pile PRESSURE OF 1500 psf HAS BEEN USED,WITH ADDITIONAL ALLOWANCES FOR SCREENED PORCHES NA NA driving operations. For SI:1 pound per square foot=0.0479 kPa. INCREASES IN FOOTING OR PIER WIDTH AND DEPTH AS PER UBC SPECIFICATIONS. ALL FOOTINGS ARE ASSUMED TO BE LEVEL OF STEPPED UNLESS SPECIFICALLY SUNROOM NA NA _ 8. Any piles which exceed the tolerance specified herein or are in any way damaged so that they are no longer serviceable shall be considered NOTED OTHERWISE. DECKS PATIOS NA NA unsatisfactory and Shan be removed and replaced. A. Where soil tests are required by Section R401.4,the allowable bearing capacities of the soil shall be part of the COVERED PORCHES NA 292 9. All exterior foundations shall be placed below the local frost line. recommendations. ALL PIERS AND FOOTINGS OUTSIDE OR AT THE PERIMETER OF THE STRUCTURE COVERED ENTRANCE 104 NA OR IN OTHER UNHEATED AREAS,SHALL BE SET TO A DEPTH OF AT LEAST 36"BELOW DOB NUMBER: OF 10. Do not excavate lower than the bottom of any existing foundation.ConsultJS ifthis condition may exist. B. Where the building official determines that in-place soils with an allowable bearing capa:ity of less than 1,500 psf are likely to NATURAL GRADE,OR AT A DEPTH BELOW THE FROST LINE,WHICHEVER IS GREATER POOL HOUSE CABANA NA NA be present at the site,the allowable bearing capacity shall be determined by a soils investigation. UNLESS OTHERWISE NOTED ON THE PLANS. UNCOVERED ENTRANCES NA NA 11. Preservative treated sills shall be anchored to the foundation wall with 1/2"anchor bolts with a 2'/::"90 degree hook at the end.The bolts shall be JAMES J DEERKOSKI, PE embedded 7"into concrete or solid grouted CMU block.Locate bolts not more than 12"from corners,at sides of openings,and at 4'-0"o.c.. ---- ------ ----- ---- OC DEERKOSKI + ARM DESIGN AND ENGINEERING DP Coordinate the locations of anchor bolts to align with vertical strapping for high wind reinforcement r-:P,u-L7 i + A R M ;IGN & E14011411�RRING DPC 551'-6" EXISTING HOUSE 264"TOTAL GARAGE WITH ADDITIO DEERKOSKI + ARM --------4'-7y2l'— 21'-8%" PROPOSED PORCI I DESIGN AND ENGINEERING DPC 16 LIBRARY AVE. SUITE C WESTHAMPTON BEACH NY 11978 631-767-6071 cRAir.@DASTUDIONT.DOM ENGINEER OF RECORD: E N G I N E E R I N G structural engineering services * consulting JAMES J.DEERKOSKI P.E. 511 -5 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 - - - - - - - - - - - - - - - - - - - - - - - - - - - - F Lo 01) ; OWNERSHIP&USE OF DOCUMENTS: — — — — — — — — — — — — — — — — — — — — — — — These drawings and specifications including the ideas,design and arrangements represented therein,are the property of Deerkoski+ Arm Design&Engineering,DPC. 01-4Y211 U-11 No part thereof shall be copied,disclosed to others or used in 11-8Y21i connection with any work or project other than for which they have 0 0 been prepared without written consent. Drawings&specifications,as instrucments of professional service, 6"REINFORCED CONCRETE SLAB I 0- are and shall remain the Property of the engineer. W/6x6 W2.0xW2.0 EPDXY COATED WWM 0 LU ON VAPOR BARRIER OVER 8" w HOLD HARMLESS: U-1I M COMPACTED FILL. I UJ Deerkoski+Arm Design&Engineering,DPC,and there Associated 0 > Engineer,are not overseeing the construction of this building. ——— — ———— — 0 The use of these drawings by any contractor,subcontractor,builder, C) —211-5Y2" tradesman or worker shall instigate a Hold Harmless Agreement L — —— ———— — ——— — — ——— ———————— — — —— — — — between the drawing user and Deerkoski+Arm Design&Engineering, F_ — U.J DPC. Z The user shall in fact agree to hold Deerkoski+Arm Design& 7111 1 8'-0"VERIFY WIDTH WITH OWNER I p Engineering DPC harmless for any responsibility in regard to the construction means,methods,techniques,sequences or procedures, Fr I Fr i ORI 11 DECK I STOOP I 111 — - - — — —STEPS TO PATIO-VERIFY RISE&RUN — — — — and for any safety precautions and programs in connection with the ABOVE T work and further shall hold Deerkoski+Arm Design&Engineering DPC -ABOVE- -1 - .... i S rWER harmless for the costs and problems arising from the negligence of the —1 L —1 L contractor,subcontractor,tradesman orworkman. -7 — -I/AB E _7 The use of these drawings also implies that Deerkoski+Arm Design& & 7 Engineering DPC,shall take no responsibility for the plan user's failure 1PIN FOUNDATION&FOOTINGS to carry out the work in accordance with the drawing contract documents or any and all applicable building codes and manufacturer's specifications. 0 0 Z u- CODE COMPLIANCE NOTES: C,) FOUNDATION (D STRUCTURAL DESIGN SHALL CONFORM TO"CLIMATIC& J U D —w 0 8"THICK CONCRETE WALLS GEOGRAPHIC DESIGN DATA"PER R301.2 RCNYS.TO BE with#5 BARS-48"OC(BOTH =1 < Z DESIGNED TO MEET 130mph WIND LOADS. UJ < Lu DIRECTIONS-TYP) 9 0 L) > zo 5; Z 0 with(2)#5 BARS AT TOP&BOTTOM ALL STRUCTURAL AND MECHANICAL DRAWINGS SHALL < Z 0 PROVIDE A MINIMUM OF 2" CONFORM TO THE PROJECT SPECIFICATIONS,INCLUDED,BUT < 0 CONCRETE COVER ON REBAR NOT LIMITED TO THE FOLLOWING: U-1 ED x Q 2018&2021 INTERNATIONAL RESIDENTIAL CODE(IRC) CD REMOVE EXISTING 18"x 8"CONCRETE FOOTING z 2020&2021 RESIDENTIAL BUILDING CODE OF NEW YORK STATE 001 2021 ENERGY CONSERVATION CODE OF NEW YORK STATE CIA with(3)#5 BARS-6"oc(the long way) < — FOUNDATION WALLS 8 with#5 BARS-48"OC(the short way) a- 2018 AMERICAN WOOD COUNCIL-2018 WOOD FRAME EXISTING FOUNDATION ABOVE SLAB LEVEL x ;2 CONSTRUCTION MANUAL HIGH WIND EDITION 0 X PROVIDE NEW GARAGE SLA U_1 2021 AMERICAN WOOD COUNCIL-FIRE DESIGN SPECIFICATIONS 0 7'-OY2�1 �__ 4— _ -7'7'-OX/21 11 -7'-0Y2' _6X2' (FDS) z 2021 AMERICAN WOOD COUNCIL-SPECIAL DESIGN PROVISIONS < F.,.. 71 71112"x11FOR WIND AND SEISMIC(SDPWS) AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7-16 Z 3 1/2"x11 718" VL 3 1/2"xl 1718"LVL 3 1/2"A 17/8"LVL III "XII17/1"ILVIL FLUSH HET15*_ S"E M-ER77- HOME ENERGY RATING SYSTEM(HERS INDEX RATING) L W X REFER TO CONSTRUCTION NOTES,AND DETAILS 3Y2"DIA STL COLUMN_J W W 24"x 24"X 12"CONC FTG BUILDING SHELL INSULATION: with(4)#5 BARS-6"oc W (D CEILING-FLAT: NA < (BOTH DIRECTIONS-TYP)o 2 LA 3 SEALED ATTIC: R-35 CLOSED CELL INSULATION+ASSEMBLY C0 F 0 x CEILING-VAULTED: R-35 CLOSED CELL INSULATION+ASSEMBLY io LIJ EW N < EXTERIOR WALLS: R-26 CLOSED CELL INSULATION+ASSEMBLY (D EXPOSED FLOOR: R-35 CLOSED CELL INSULATION+ASSEMBLY (D L U-1 FOUNDATION WALLS: R-14 CLOSED CELL INSULATION 9 2 o � ;z F LL N REFER TO HOME ENERGY RATING CERTIFICATE FOR ADDITIONAL REQUIREMENTS L — C,J ICU k'-V LAB w D EXISTING F-F. L I L L _J L _J x STA RS uJ < ud C4 L UP ) > -2Y; < ZI I PROJECT: 0 U, _J PROPOSED ADDITION PIN FOUNDATION&FOOTINGS & ACCESSORY GARAGE TO THE GALLUCCI RESIDENCE 1720 BAYSHORE ROAD SOUTHOLD, NEW YORK .........................................7 DRAWING TITLE: FOUNDATION PLAN DIMENSIONS & STRUCTURAL Al10,12if/ SET: ISSUED FOR: DATE: ., _51'-6" EXISTING HOUSE 11'-V2" EXISTING GARAGE '-10 0.1 PROPOSED 1 ISSUE FOR REVIEW 04-27-2023 ADDITION FIRE PROTECTION AT FLOOR SYSTEM SEAL: DATE: APRIL 27, 2023 PROJECT NO: otv 2022 -44 F NC DRAWN BY: �DE 0 �0 1P CMA Ir CHECKED BY: JJD SCALE: (P J, /,. 1/4" 11-01, 'OROS SHEET NUMBER: A- 101 DOB NUMBER: OF FOUNDATION PLAN WALL DIMENSION & GIRDER PLAN JAMES J DEERKOSKI, PE I I 1/411=if-011 @ DEERKOSKI + ARM DESIGN AND ENGINEERING ORD REFER TO SHEETS G-1 -G-18 FOR CODE COMPLIANCE DETAILS AND NOT ES EF + ARM DESIGN & ENGINEERING DRIM 551'-6" EXISTING HOUSE —264"TOTAL WITH ADDITIO I DEERKOSKI + ARM '-7 21 2YV2" PROPOSED PORCI 1 DESIGN AND ENGINEERING DPC 1 6 LIBRARY AVE. SUITE C WESTHAMPTON BEACH NY 11978 10'-4 4" 101-441 C.31-767-6071--CRAIG @DASTUE)IONT.COM ENGINEER OF RECORD: VVIll E N G I N E E R I N G structural engineering services e consulting JAMES J.DEERKOSKI P.E. 411, Of- Y2" All 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 OWNERSHIP&USE OF DOCUMENTS: L! These drawings and specifications including the ideas,design and arrangements represented therein,are the property of Deerkoski+ Arm Design&Engineering,DPC. No part thereof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. Drawings&specifications,as instrucments of professional service, are and shall remain the Property of the engineer. HOLD HARMLESS: bo 9 Deerkoski+Arm Design&Engineering,DPC,and there Associated bo -1 -1 Engineer,are not overseeing the construction of this building. ch ce) ;;T The use of these drawings by any contractor,subcontractor,builder, NEW COVERED PATIO (ON GRADE) tradesman or worker shall instigate a Hold Harmless Agreement between the drawing user and Deerkoski+Arm Design&Engineering, PROPOSED DPC. DECK PATIO The user shall in fact agree to hold Deerkoski+Arm Design& ADDITION Engineering DPC harmless for any responsibility in regard to the ---4'-10X2" construction means,methods,techniques,sequences or procedures, and for any safety precautions and programs in connection with the ISTI STEPS TO PATIO-VE I ZIFY RISE&RUN work and further shall hold Deerkoski+Arm Design&Engineering DPC OU OR harmless for the costs and problems arising from the negligence of the S R contractor,subcontractor,tradesman or workman. FWGD.151080-4 The use of these drawings also implies that Deerkoski+Arm Design& Engineering DPC,shall take no responsibility for the plan users failure to carry out the work in accordance with the drawing contract documents // / / / /' / // /' / ;" / /' / /' ' , or any and all applicable building codes and manufacturers r EXISTING DOOR TO BE REMOVED specifications. CODE COMPLIANCE NOTES: 2 i // / i/ / /' j"/ % j/ / j /'/•j /' /% '' /'/ /' i ' i'% i //; / / 2_5-10Y2" STRUCTURAL DESIGN SHALL CONFORM TO"CLIMATIC& W GEOGRAPHIC DESIGN DATA"PER R301.2 RCNYS.TO BE / / / / / / / ,, / / / / / / / / / a DESIGNED TO MEET 130mph WIND LOADS. % / / / i / , / / ,'' K C.0 ALL STRUCTURAL AND MECHANICAL DRAWINGS SHALL / /' / /' ' /i / / / // , 1 / , / /Z Z 0 CONFORM TO THE PROJECT SPECIFICATIONS,INCLUDED,BUT / ' / /� / ' i ' / i / / ; / ' i i / % ,i / / / ' /" ' U. I LU NOT LIMITED TO THE FOLLOWING: -—----------71 2018&2021 INTERNATIONAL RESIDENTIAL CODE(IRC) 0 i ' i /' // / / / ' / / / / ' / j v 2020&2021 RESIDENTIAL BUILDING CODE OF NEW YORK STATE /• / // , / / /' i% // /; / /' i �/ / / /' 7 3: 2021 ENERGY CONSERVATION CODE OF NEW YORK STATE / / j // / i/ /' //i /j �/ / /' , / / , / / / C? 2018 AMERICAN WOOD COUNCIL-2018 WOOD FRAME / / / i / / / /' / i'' / / / , Y o U) /' / / /' /' /' /'// ' /' / '' / / / ' , / / ' ' / / Lul I CONSTRUCTION MANUAL HIGH WIND EDITION z > 2021 AMERICAN WOOD COUNCIL-FIRE DESIGN SPECIFICATIONS 0 ENC 0 01 _J (FDS) LIVING ROOM,'' , ,' / /' /'' / ////bjN1/N6RO' O/M/, KITCHEN/ Z, / / j' / /' /' / i / ' / / j / //' / / i LLI /% / ' I' / / / m uJ 2021 AMERICAN WOOD COUNCIL-SPECIAL DESIGN PROVISIONS LLI W FOR WIND AND SEISMIC(SDPWS) ' ' / / i' / / / / / / /' /// / / / /' / l �" /' / / ' / I' mi -1 U -16 / / / / / ,' / / / / % / / / ' ,MUDROOM / AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7 0— C.0 C:) HOME ENERGY RATING SYSTEM(HERS INDEX RATING/ % / /' / //• // i /, / i/ / / /' /,'"/ '/ / / / / / / / / / / / //j i j/ // Q ) U_ i REFER TO CONSTRUCTION NOTES,AND DETAILS LU _J BUILDING SHELL INSULATION: 0 'E ISTItiiiiifiG/7/ bw�[R,/K / / / ' /- / j j//OS ' / /' /' / / i / /'/' / / / /// /i' / ' / / / / / / �//' '' % /' / 'j '/ / // / 0 -LJ CEILING-FLAT: NA ' i / i / ' ," / - / , / i i / / / i i �/ ' i ' / / /' p I j L x -VAULTED: R-35 CLOSED CELL INSULATION+ASSEMBLY SEALED ATTIC: R-35 CLOSED CELL INSULATION+ASSEMBLY / / i '// /' /,' ' /' // / // i / / ; /'/' / CEILING U) W EXTERIOR WALLS: R-26 CLOSED CELL INSULATION+ASSEMBLY z EXPOSED FLOOR: R-35 CLOSED CELL INSULATION+ASSEMBLY 0 FOUNDATION WALLS: R-14 CLOSED CELL INSULATION Ln REFER TO HOME ENERGY RATING CERTIFICATE FOR ADDITIONAL REQUIREMENTS W EXISTING GARAGE + NEWADDITION LU x CONVERTED TO NEW RECREATION ROOM Q TAIRS -L / / // ,1 4 "1 "', /./ // / / I �ATHROONI! 7, 7 Up S14IRS D�WN Z FOYER - // / I / , , / /I .// /I PROJECT: TRY SHUFFLE BOARD (VERIFY SIZE) POWDER RM/," ,/'PAN PROPOSED ADDITION Sm EXISTING WINDOW S(TW 210510)V.I.F. TW 210510 TW 210510 % / i ACCESSORY GARAGE 16-113/4" TO THE GALLUCCI RESIDENCE COVERED PORCH 1720 BAYSHORE ROAD SOUTHOLD, NEW YORK ❑ E-11 F171 11-:11 DRAWING TITLE: FIRST FLOOR PLAN DIMENSIONS 101-61 1101-1 1X211 51'-16" EXISTING HOUSE V-5Y2" EXISTING GARAGE -------41-10X11 SET: ISSUED FOR: DATE: (NO CHANGES PROPOSED) PROPOSED 1 ISSUE FOR REVIEW 04-27-2023 64"TOTAL WITH ADDITIO ADDITION GROSS FLOOR AREA: SEAL: DATE: LOT AREA = 18,750 SID FT APRIL 27, 2023 ALLOWED GFA 2100 SID FT + 12.5% X 8,750 2100 SID FT + 1093.75 SQ FT 3193.75 SID FT PROJECT NO: 2022 -44 0�- NEW DRAWN BY: ENCLOSED HOUSE AREA SUBJECT TO GFA: �DEER ro C5 - 1� CMA CO 0 �'r- kp CHECKED BY: EXISTING FIRST FLOOR LIVING SPACE 1263.78 SQ FT * . * r .. M EXISTING GARAGE 472.08 SQ FT (CONVERTED TO LIVING SPACE) LU JJD NEW ADDITION SCALE: 106.33 SID FTZN 00, 1/4" 1'-0" 25 TOTAL FIRST FLOOR 1842.19 SQ FT 10oFE Sk SHEET NUMBER: EXISTING SECOND FLOOR LIVING AREA 1350.38 SID FT A- 102 C4 v X STI G OOR R te TOTAL PROPOSED GROSS FLOOR AREA = 3192.57 SQ FT DOB NUMBER: OF FIRST FLOOR PLAN WALL DIMENSIONS JAMES J DEERKOSKI, PE @ DEERKOSKI + ARM DESIGN AND ENGINEERING DPr REFER TO SHEETS G-1 -G-18 FOR CODE COMPLIANCE DETAILS AND N0TES F�. „R + A Rm - DESIGN & r-NGINcE:RiNG DPC DEERKOSKI + ARM DESIGN AND ENGINEERING I 1 6 LIBRARY AVE. SUITE C WESTHAMPTON BEACH NY 11978 631-767.6071 CRAIG C)ASTUDIONT.COM ENGINEER OF RECORD: _ a - - E N G I N E E R I N G structural engineering services • consulting JAMES J.DEERKOSKI P.E. 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 OWNERSHIP&USE OF DOCUMENTS: 3-112"x 14"LVL HEADER These drawings and specifications including the ideas,design and arrangements represented therein,are the property of Deerkoski+ Arm Design&Engineering,DPC. No part thereof shall be copied,disclosed to others or used in connection with any work or project other than for which they have / 2 x 10"@ 16"O.C. � been prepared without written consent. SET @ 9'-3 1/2"ABOVE HOUSE FLOOR Drawings&specifications,as instrucments of professional service, are and shall remain the Property of the engineer. o w IQ Q HOLD HARMLESS: M -J -i Deerkoski+Arm Design&Engineering,DPC,and there Associated I> >I Engineer,are not overseeingthe construction of this building. � NEW COVERED PATIO (ON GRADE) - The use of these drawings any contractor,subcontractor,builder, v tradesman or worker shall instigate a Hold Harmless Agreement x >< between the drawing user and Deerkoski+Arm Design&Engineering, �* DPC. v, The user shall in fact agree to hold Deerkoski+Arm Design& DECK/PATIO Engineering DPC harmless for any responsibility in regard to the construction means,methods,techniques,sequences or procedures, ISTI G and for any safety precautions and programs in connection with the STEPS TO PATIO-VERIFY RISE&RUN work and further shall hold Deerkoski+Arm Design&Engineering DPC OU OR harmless for the costs and problems arising from the negligence of the S O R / contractor,subcontractor,tradesman or workman. The use of these drawings also implies that Deerkoski+Arm Design& 5-1/4"x 16"LVL HE ADER Engineering DPC,shall take no responsibility for the plan user's failure FWGD 151080.4 to carry out the work in accordance with the drawing contract documents — or any and all applicable building codes and manufacturer's EXISTING DOOR TO BE REMOVED specifications. CODE COMPLIANCE NOTES: x � STRUCTURAL DESIGN SHALL CONFORM TO"CLIMATIC& GEOGRAPHIC DESIGN DATA"PER R301.2 RCNYS.TO BE J � DESIGNED TO MEET 130mph WIND LOADS. ALL STRUCTURAL AND MECHANICAL DRAWINGS SHALL — — — — — — — — — — — r 01 W -- — — — — CONFORM TO THE PROJECT SPECIFICATIONS,INCLUDED,BUT F- u. NOT LIMITED TO THE FOLLOWING: 2018&2021 INTERNATIONAL RESIDENTIAL CODE(IRC) o 2020&2021 RESIDENTIAL BUILDING CODE OF NEW YORK STATE 2021 ENERGY CONSERVATION CODE OF NEW YORK STATE 2018 AMERICAN WOOD COUNCIL-2018 WOOD FRAME / w W CONSTRUCTION MANUAL HIGH WIND EDITION J Z 2021 AMERICAN WOOD COUNCIL-FIRE DESIGN SPECIFICATIONS / / / W O LL ROOM / ; iDINING ROOM / / /KITCHEN / / ENC w w Q (FDS) co) �I q = F— 2021 AMERICAN WOOD COUNCIL-SPECIAL DESIGN PROVISIONS W 0 Q FOR WIND AND SEISMIC(SDPWS) AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7-16 MUDROOM r W — _ _ O r W HOME ENERGY RATING SYSTEM HER / — — (HERS INDEX RATING) 1-3/4"x 11-7/8"LVL RIDGE BEAM @)p W R O NOTES,AND DETAILS j REFER TO CONSTRUCTION /// / / / �, ' //� % // / x a REMOVE EXISTING CEILING JOIST ¢ � a 'EXIST"ING -�N0 ,WORK% % / ,/ - / / /, /' 'o i N N S&RAFTERS 0 N N BUILDING HELL N /' / /' /" Q S INSULATION: 1-1 Q CEILING-FLAT: NA Sd SEALED ATTIC: R-35 CLOSED CELL INSULATION+ASSEMBLY / , X H __-- / Jul U W CEILING•VAULTED: R-35 CLOSED CELL INSULATION+ASSEMBLY Q W EXTERIOR WALLS: R•26 CLOSED CELL INSULATION+ASSEMBLY , EXPOSED FLOOR: R-35 CLOSED CELL INSULATION+ASSEMBLY p�11 W FOUNDATION WALLS: R-14 CLOSED CELL INSULATION G. REFER TO HOME ENERGY RATING CERTIFICATE FOR ADDITIONAL REQUIREMENTS / N =SfAIRS Lu b p / / S IRS / / "FOYER / / /�" / j / ,/ / /" / / / ` / , / / % °' PROJECT: / / PAN/TR / / POWDER RM 3t x9Yz"LVL HEADER PROPOSED ADDITION EXISTING WINDOWS TW 21052 V.I.F. SM � ) TW 21052 TW 21052 ACCESSORY GARAGE / TO THE GALLUCCI RESIDENCE COVERED PORCH 1720 BAYSHORE ROAD SOUTHOLD, NEW YORK ❑ FE] ❑ ED] DRAWING TITLE: FIRST FLOOR PLAN STRUCUTRAL SET: ISSUED FOR: DATE: 1 ISSUE FOR REVIEW 04-27-2023 GROSS FLOOR AREA: SEAL: DATE: LOT AREA = 18,750 SQ FT APRIL 27, 2023 ALLOWED GFA = 2100 SQ FT + 12.5% X 8,750 2100 SQ FT + 1093.75 SQ FT = 3193.75 SQ FT PROJECT NO: pF NEIN 2022 -44 DRAWN BY: ENCLOSED HOUSE AREA SUBJECT TO GFA: �P 05.;-%-1- r0 �� CMA `�� EXISTING FIRST FLOOR LIVING SPACE = 1263.78 SQ FT NECKED BY: EXISTING GARAGE = 472.08 SQ FT (CONVERTED TO LIVING SPACE) c1 � �` w JJD NEW ADDITION = 106.33 SQ FT ''" SCALE: Fp \0202 1/4" = 1'-0" TOTAL FIRST FLOOR = 1842.19 SQ FT Ado SSS NPS SHEET NUMBER: v EXISTING SECOND FLOOR LIVING AREA = 1350.38 SQ FT \ A- 1 03 TOTAL PROPOSED GROSS FLOOR AREA = 3192.57 SQ FT DOB NUMBER: OF FIRST FLOOR PLAN - WALL DIMENSIONS JAMES J DEERKOSKI,PE @ DEERKOSKI + ARM DESIGN AND ENGINEERING DP REFER TO SHEETS G-1 -G-18 FOR CODE COMPLIANCE DETAILS AND NOTES R K 0 1 + A R m r7_ SIGN & ENGINrIERING DPC D DEERKOSKI + ARM DESIGN AND ENGINEERING DPC 1 6 LIBRARY AVE. SUITE 0 WESTHAMPTON BEACH NY 11970 631-767-6071 CRAIG DASTU n 10 NT.C 0 M ENGINEER OF RECORD: -0 D-- E N G I N E E R I N G structural engineering services 9 consulting JAMES J.DEERKOSKI P.E. 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 OWNERSHIP&USE OF DOCUMENTS: These drawings and specifications including the ideas,design and arrangements represented therein,are the property of Deerkoski+ NEW PORCH ROOF Arm Design&Engineering,DPC. No part thereof shall be copied,disclosed to others or used in connection with any work or project other than for which they have 2 x 6"@ 16"O.C. been prepared without written consent. COLLP R TIES Drawings&specifications,as instrucments;of professional service, are and shall remain the Property of the engineer, HOLD HARMLESS: co W Deerkoski+Arm Design&Engineering,DPC,and there Associated pEngineer,are not overseeing the construction of this building. Of The use of these drawings by any contractor,subcontractor,builder, tradesman or worker shall instigate a Hold Harmless Agreement between the drawing user and Deerkoski+Arm Design&Engineering, DPC. C2 The user shall in fact agree to hold Deerkoski+Arm Design& rr Engineering DPC harmless for any responsibility in regard to the x construction means,methods,techniques,sequences or procedures, 2 x 10"@ 16"O.C. 2 x 10"@ 16"O.C. and for any safety precautions and programs in connection with the work and further shall hold Deerkoski+Arm Design&Engineering DPC RAFTERS < RAFTERS harmless for the costs and problems arising from the negligence of the contractor,subcontractor,tradesman or workman. _-. -_- ___-_ __ The use of these drawings also implies that Deerkoski+Arm Design& U Engineering DPC,shall take no responsibility for the plan users failure — — -- — — — — — — — — — — — — — — — — to carry out the work in accordance with the drawing contract documents or any and all applicable building codes and manufacturer's specifications. CODE COMPLIANCE NOTES: STRUCTURAL DESIGN SHALL CONFORM TO"CLIMATIC& GEOGRAPHIC DESIGN DATA"PER R3011.2 RCNYS.TO BE DESIGNED TO MEET 130mph WIND LOADS. F- d ALL STRUCTURAL AND MECHANICAL DRAWINGS SHALL W CONFORM TO THE PROJECT SPECIFICATIONS,INCLUDED,BUT Lu NOT LIMITED TO THE FOLLOWING: 0 1 U. 2018&2021 INTERNATIONAL RESIDENTIAL CODE(IRC) 2020&2021 RESIDENTIAL BUILDING CODE OF NEW YORK STATE -J x 2021 ENERGY CONSERVATION CODE OF NEW YORK STATE LL 0 0 W 2018 AMERICAN WOOD COUNCIL-2018 WOOD FRAME C%1 0 0 CONSTRUCTION MANUAL HIGH WIND EDITION -J0 LL -J 2021 AMERICAN WOOD COUNCIL-FIRE DESIGN SPECIFICATIONS 0 LL (3 uJ W (FDS) 0 WU) 2021 AMERICAN WOOD COUNCIL-SPECIAL DESIGN PROVISIONS , M 0 W M1 d 0 FOR WIND AND SEISMIC(SDPWS) 0 AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7-16 F-1 LU ILL! HOME ENERGY RATING SYSTEM(HERS INDEX RATING) zo 1-3/4"x 11-7/8"LVL RIDGE BEAM W 5� 0 0 0 M REFER TO CONSTRUCTION NOTES,AND DETAILS '05 -1 W CD CUPOLA W, x LU M C14 x IN i' BUILDING SHELL INSULATION: W z P CEILING-FLAT: NA @ z CO I SEALED ATTIC: R-35 CLOSED CELL INSULATION+ASSEMBLY 0 U.1 (3 CEILING-VAULTED: R-35 CLOSED CELL INSULATION+ASSEMBLY Orn EXTERIOR WALLS: R-26 CLOSED CELL INSULATION+ASSEMBLY - (n EXPOSED FLOOR: R-35 CLOSED CELL INSULATION+ASSEMBLY W it 0" LLJ FOUNDATION WALLS: R-14 CLOSED CELL INSULATION u- REFER TO HOME ENERGY RATING CERTIFICATE FOR ADDITIONAL REQUIREMENTS CD CIO N \ X hftps://cupolasdirect.com/amish-cupolas/square-cupolas/ellsworth-cupolas-s3ev.html T P S ( �CU��I ELLSWORTH CUPOLAS(S3E) rect.com/am S Item Code:S3E PROJECT: X I F37"WIDE x 54"HIGH PROPOSED ADDITION & ACCESSORY GARAGE TO THE GALLUCCI RESIDENCE 1720 BAYSHORE ROAD SOUTHOLD, NEW YORK DRAWING TITLE: ROOF PLAN STRUCUTRAL SET: ISSUED FOR: DATE: 1 ISSUE FOR REVIEW 04-27-2023 GROSS FLOOR AREA: SEAL: DATE: LOT AREA = 18,750 SQ FT APRIL 27, 2023 ALLOWED GFA = 2100 SQ FT + 12.5% X 8,750 1 2100 SQ FT + 1093.75 SQ FT = 3193.75 SQ FT PROJECT NO: 2019 -44 ENCLOSED HOUSE AREA SUBJECT TO GFA: -OF NEW.,.. DRAWN BY: CMA EXISTING FIRST FLOOR LIVING SPACE 1263.78 SQ FT CHECKED BY: c3 DEP EXISTING GARAGE 472.08 SQ FT (CONVERTED TO LIVING SPACE) <,- I - 0 JJD NEW ADDITION = 106.33 SQ FT T� . -I - * CALE: Ez en ; a 0 LL 1/4" = 1'-011 TOTAL FIRST FLOOR = 1842.19 SQ FT HEET NUMBER: O 72 'Z EXISTING SECOND FLOOR LIVING AREA = 1350.38 SQ FT SSI A- 105 TOTAL PROPOSED GROSS FLOOR AREA = 3192.57 SQ FT DOB NUMBER: OF SECOND FLOOR PLAN WALL DIMENSIONS JAMES J DEERKOSKI, PE I L @ DEERKOSKI + ARM DESIGN AND ENGINEERING ORE REFER TO SHEETS G-1 -G-18 FOR CODE COMPLIANCE DETAILS AND NOTES I a � ARM 71 DE tGN enc ENSINCERINs DPC DEERKDSKI + ARM DESIGN AND ENGINEERING DPC 1 6 LIBRARY AVE. SUITE C https://cupolasdirect.com/amish-cupolas/square-cupolas/ellsworth-cupolas-s3ev,html WESTHAMPTON BEACH NY 11978' ELLSWORTH CUPOLAS(S3E) \ 631-767-6071 CRAIG OASTUDIONT.COM Item Code:S3E ENGINEER OF RECORD: 36"WIDE x 54"HIGH Ir tI' ENGINEERING structural engineering services • consulting PROPOSED ADDITION ` JAMES J.DEERKDSKI P.E. 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 OWNERSHIP&USE OF DOCUMENTS: ` These drawings and specifications including the ideas,design and ACQ TREATED ROOF SHINGLES arrangements represented therein,are the property of Deerkoski+ (MATCH EXISTING) Arm Design&Engineering,DPC. No part thereof shall be copied,disclosed to others or used in connection with any work or project other than for which they have RED CEDAR SHINGLES w/6" EXPOSURE \` been prepared without written consent. Drawings&specifications,as instrucments of professional service, are and shall remain the Property of the engineer. NEW ROOF STRUCTURE HOLD HARMLESS: WHITE HALF ROUND ALUMINUM GUTTERS �� P Deerkoski+Arm Design&Engineering,DPC,and there Associated Q Engineer,are not overseeing the construction of this building. The use of these drawings by any contractor,subcontractor,builder, 5 tradesman or worker shall instigate a Hold Harmless Agreement between the drawing user and Deerkoski+Arm Design&Engineering, DPC. The user shall in fact agree to hold Deerkoski+Arm Design& ` Engineering DPC harmless for any responsibility in regard to the WHITE AZEK TRIM construction means,methods,techniques,sequences or procedures, and for any safety precautions and programs in connection with the work and further shall hold Deerkoski+Arm Design&Engineering DPC harmless for the costs and problems arising from the negligence of the contractor,subcontractor,tradesman or workman. The use of these drawings also implies that Deerkoski+Arm Design& Engineering DPC,shall take no responsibility for the plan user's failure to carry out the work in accordance with the drawing contract documents RED CEDAR SHINGLES w/6" EXPOSURE = or any and all applicable building codes and manufacturer's (� specifications. JLU w 2 CODE COMPLIANCE NOTES: STRUCTURAL DESIGN SHALL CONFORM TO"CLIMATIC& b GEOGRAPHIC DESIGN DATA"PER R301.2 RCNYS.TO BE I I � DESIGNED TO MEET 130mph WIND LOADS. ALL STRUCTURAL AND MECHANICAL DRAWINGS SHALL CONFORM TO THE PROJECT SPECIFICATIONS,INCLUDED,BUT NOT LIMITED TO THE FOLLOWING: 2018&2021 INTERNATIONAL RESIDENTIAL CODE(IRC) 2020&2021 RESIDENTIAL BUILDING CODE OF NEW YORK STATE 2021 ENERGY CONSERVATION CODE OF NEW YORK STATE 2018 AMERICAN WOOD COUNCIL-2018 WOOD FRAME J CONSTRUCTION MANUAL HIGH WIND EDITION / 2021 AMERICAN WOOD COUNCIL-FIRE DESIGN SPECIFICATIONS (FDS) 2021 AMERICAN WOOD COUNCIL-SPECIAL DESIGN PROVISIONS FOR 1'-6" EXISTING HOUSE2V-55,11-," EXISTING GARAGE '-10Y2" 25'-0" MINIMUM SETBACK MEWIND CAN SOCIETY OF CIVIL ENGINEERS ASCE 7-16 PROPOSED PROPOSED ADDITION MEETS ALL SETBACK REQUIREMENTS HOME ENERGY RATING SYSTEM(HERS INDEX RATING) ADDITION AND EXCEEDS THE MINIMUM REQUIRED REFER TO CONSTRUCTION NOTES,AND DETAILS BUILDING SHELL INSULATION: CEILING-FLAT: NA SEALED ATTIC: R-35 CLOSED CELL INSULATION+ASSEMBLY CEILING-VAULTED: R-35 CLOSED CELL INSULATION+ASSEMBLY EXTERIOR WALLS: R-26 CLOSED CELL INSULATION+ASSEMBLY FRONT ELEVATION E VAT I N EXPOSED FLOOR: R-35 CLOSED CELL INSULATION+ASSEMBLY 1 FOUNDATION WALLS: R-14 CLOSED CELL INSULATION 1/4"= 1'-0" REFER TO HOME ENERGY RATING CERTIFICATE FOR ADDITIONAL REQUIREMENTS i PROJECT: PROPOSED ADDITION ACCESSORY GARAGE PROPOSED ADDITION TO THE GALLUCCI RESIDENCE 1720 BAYSHORE ROAD SOUTHOLD, NEW YORK i DRAWING TITLE: ELEVATIONS - AS NOTED ACQ TREATED ROOF SHINGLES (MATCH EXISTING) RED CEDAR SHINGLES w/6" EXPOSURE SET: ISSUED FOR: DATE: i 1 ISSUE FOR REVIEW 04-27-2023 WHITE HALF ROUND ALUMINUM GUTTWS ocle --------- - -- - -- - WHITE AZEK TRIM . . . . . . . . . . .... .. . .... ...... .. :. .::::... . . . .. . . . ..... .... :.. SEAL: DATE' = RED CEDAR SHINGLES w/6" EXPOSURE EAL. . ": .......... .. .......:..(: :... .. . .. . . .. .. .. .. C7 APRIL 27, 2023 U .. .. .. ... . . 1 .... . .. .. . .::. .. . . _17 w �, ... . .. .. .. EXISTING ...... . .. .... . ...... ... .. .... .... o OUTDOOR oSHOWER PROJECT NO: .. .::.:........ . .: . 2022 -44 DRAWN BY: OF NIN CMA -' CHECKED BY Arps JJD COVERED PATIO AT GRADE * ��' �7� uJ SCALE: 1\ /J z 1/4" = V-0" SHEET NUMBER: 0 50� 25'-0" MINIMUM SETBACK 20'-8Y2" GAMBREL OVERALL WIDT '-7X2" ARoF,SSk PROPOSED ADDITION MEETS ALL SETBACK REQUIREMENTS 26'-411 1'-6" EXISTING HOUSEA-2 01 AND EXCEEDS THE MINIMUM REQUIRED DOB NUMBER: OF 2 REAR E L E VAT I O N JAMES J DEERKDSKI, PE OC DEERKDSKI + ARM DESIGN AND ENGINEERING DP REFER TO SHEETS G-1 -G-18 FOR CODE COMPLIANCE DETAILS AND NOTES E:%E-ERrr3S_ K I +ARID Drall FK ENGINEERING DPC IL"4 DEERKOSKI + ARM DESIGN AND ENGINEERING li 16 LIBRARY AVE. SUITE 0 WESTHAMPTON BEACH NY 11978 631-767-6071 CRAIGPOASTUDIONT.COM ENGINEER OF RECORD: E N G I N E E R I N G structural engineering services & consulting PROPOSED ADDITION JAMES J.DEERKOSKI P.E. 16 LIBRARY AVENUE,SUITE C,WESHAM TON BEACH,NY 11978 OWNERSHIP&USE OF DOCUMENTS: These drawings and specifications including the ideas,design and arrangements represented therein,are the property of Deerkoski+ Arm Design&Engineering,li No part thereof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. Drawings&specifications,as instrucrinents of professional service, are and shall remain the Property of the engineer. HOLD HARMLESS: Deerkoski+Arm Design&Engineering,Dill and there Associated Engineer,are not overseeing the construction of this building. The use of these drawings by any contractor,subcontractor,builder, tradesman or worker shall instigate a Hold Harmless Agreement between the drawing user and Dell+Arm Design&Engineering, Dli The user shall in fact agree to hold Deerkoski+Arm Design& .................. .... .. ... ... .. ..- . . . ....... ............. Engineering Di harmless for any responsibility in regard to the ........ ...... ....... ... construction means,methods,techniques,sequences or procedures, .................. ........... ... .. . .. . . . ................ ......... .......... . ......... . . .......... ... and for any safety precautions and programs in connection with the ........ ........ ........ ........ . work and further shall hold Deerkoski... .......... +Arm Design&Engineering DPC ........... ... ........ . ....... ............. .................. . ........ harmless for the costs and problems arising from the negligence of the ............................... ....... . contractor,subcontractor,tradesman or workman. The use of these drawings also implies that Deerkoski+Arm Design& . ....... ... ....... ..... .. .. ... ..... Engineering DPC,shall take no responsibility for the plan user's failure .. .. .. .... ... .. ........ ................ . to carry out the work in accordance with the drawing contract documents ....... .... . ........ ..... ...... .... ....... ..... .... or any and all applicable building codes and manufacturer's . . ... . . ..............- W specifications. . ... .. ..... . W ............... . CODE COMPLIANCE NOTES: ........ . .... ... ..................... . . . ........ ....... . ........... . . ......... O .......... +...+.......I................. . . ......... . . STRUCTURAL DESIGN SHALL CONFORM TO"CLIMATIC& ........ ............. O GEOGRAPHIC DESIGN DATA"PER R301.2 RCNYS.TO BE .................. . .. .. . .......... .. . .. .... .. ....... DESIGNED TO MEET 130mph WIND LOADS. .. ........ .... . . ............. ...... . .... . .... .. ..... ... ... ... ... .... ...... ALL STRUCTURAL AND MECHANICAL DRAWINGS SHALL ........ ................. * +1 +.I.I . .. ......... . .. .... .... ................... ...... CONFORM TO THE PROJECT SPECIFICATIONS,INCLUDED,BUT NOT LIMITED TO THE FOLLOWING: 2018&2021 INTERNATIONAL RESIDENTIAL CODE(IRC) 2020&2021 RESIDENTIAL BUILDING CODE OF NEW YORK STATE 2021 ENERGY CONSERVATION CODE OF NEW YORK STATE 2018 AMERICAN WOOD COUNCIL-2018 WOOD FRAME CONSTRUCTION MANUAL HIGH WIND EDITION 2021 AMERICAN WOOD COUNCIL-FIRE DESIGN SPECIFICATIONS 2021 AMERICAN WOOD COUNCIL-SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC(SDPWS) 5l MINIMUM SETBACK REQUIRED 14'-0" NEW COVERED PORCI 1 5l MINIMUM SETBACK REQUIRED AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7-16 HOME ENERGY RATING SYSTEM(HERS INDEX RATING) REFER TO CONSTRUCTION NOTES,AND DETAILS BUILDING SHELL INSULATION: CEILING-FLAT: NA SEALED ATTIC: R-35 CLOSED CELL INSULATION+ASSEMBLY CEILING-VAULTED: R-35 CLOSED CELL INSULATION+ASSEMBLY EXTERIOR WALLS: R-26 CLOSED CELL INSULATION+ASSEMBLY LEFT ELEVATION EXPOSED FLOOR: R-35 CLOSED CELL INSULATION+ASSEMBLY 1/4" 11-011 FOUNDATION WALLS: R-14 CLOSED CELL INSULATION REFER TO HOME ENERGY RATING CERTIFICATE FOR ADDITIONAL REQUIREMENTS PROJECT: PROPOSED ADDITION ACCESSORY GARAGE TO THE GALLUCCI RESIDENCE 1720 BAYSHORE ROAD SOUTHOLD, NEW YORK PROPOSED ADDITION DRAWING TITLE: ELEVATIONS AS NOTED SET: ISSUED FOR: DATE: 1 ISSUE FOR REVIEW 04-27-2023 . ..... ... ...... . ... ... .... . ...... .. ........ ............ . .. . .. ..... ......... . . ....... ... SEAL: DATE: .......... .......... .. APRIL 27, 2023 ....... ... 10 ..... ....... ...... ........... .. .... ..I... ............. LU ........ _117 .... ... . ... .. ... ... W ............. ...... ........ ........ ...... .... ....... ... ... ... .... PROJECT NO: .. . . ........... 9 ....... ... . I........ ..... ........ ........ .. ......... . .. . ........ 0 2022 -44 ...... .... ....... .. .. .. ... ... .. ..... .......I...... .... .... .... .................. DRAWN BY: .. . ...... . .. .............. . . .. ....... .... ........... ..... ..... .. ....... .... .............. . .... ... . ...... CMA ................ ....... ...... CHECKED BY: x, DE 0 JJD 1A SCALE: ATIO—AT GRADE r al 1/4" V-0" 50 a., :. W SHEET NUMBER: 0850^c �n�55 35-0" MINIMUM SETBACK REQUIRED 22'-1 GARAGE (EXISTING AND EXPANDED) ill NEW COVERED PORCI 1 6-0" MINIMUM SETBACK REQUIRED A-202 FP OB NUMBER: OF RIGHTELEVATION JAMES J DEERKOSKI, PE @ DEERKOSKI + ARM DESIGN AND ENGINEERING Dl REFER TO SHEETS i -G-18 FOR CODE COMPLIANCE DETAILS AND NOTES 0"E�EF?�ail`F31KI + ARM 7 DESIGN ENGINEERING DPC FIRE PROTECTION AT FLOOR SYSTEM DEERKOSKI + ARM DESIGN AND ENGINEERING DPC lf 1 6 LIBRARY AVE. SUITE C 61 WESTHAMPTON BEACH NY 1 1978 lit— go 631-767-6071 ___CRAIG@DASTUDIONT.COM ENGINEER OF RECORD: Elkb R_ 3-1/2'x 11-7/8o LVL Ridge beam (VERIFY LOCAION) --!I /�- Ridge Vent(Verify ventilation Requirements) E N G IN E E RI N G le ACQ Treated Tappers= Shingles 0 6'exp. structural engineering services * consulting Cedar Breather or Approved Ventilation Board(as required) Ice and Water Shelid JAMES J.DEERKOSKI P.E. 5/e COX Plywood Sheathing 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 2x8 Rafters- Mom OWNERSHIP&USE OF DOCUMENTS: These drawings and specifications including the ideas,design and arrangements represented therein,are the property of Deerkoski+ Arm Design&Engineering,DPC. No part thereof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. Drawings&specifications,as instrucments;of professional service, (2)2'x 10'Rafter Header(VERIFY LOCATION) are and shall remain the Property of the engineer. Teco to Double Rafters 24-0 HOLD HARMLESS: 2x6 20 STRONG BACK 4 1/2' 1-314" x 11 71e It RIDGE BEAM— Deerkoski+Arm Design&Engineering,DPC,and there Associated 2x8 Ceiling Joists 0 16'oc. The use�f these drawings by any contractor,subcontractor,builder, tradesman or worker shall instigate a Hold Harmless Agreement 16'0 between the drawing user and Deerkoski+Arm Design&Engineering, DPC. R-30 Insulation---/ The user shall in fact agree to hold Deerkoski+Arm Design& Engineering DPC harmless for any responsibility in regard to the construction means,methods,techniques,sequences or procedures, r and for any safety precautions and programs in connection with the work and further shall hold Deerkoski+Arm Design&Engineering DPC L harmless for the costs and problems arising from the negligence of the contractor,subcontractor,tradesman or workman The use of these drawings also implies that Deerkoski+Arm Design& 18*ACO Treated Tappersawn Shingles 0 6'exp. Engineering DPC,shall take no responsibility for the plan user's failure Cedar Breather or Approved Ventilation Board (as required) to carry out the work in accordance with the drawing contract documents le ACO Treated Tappersawn Shingles 0 6'exp. 151 FELT or any and all applicable building codes and manufacturer's Cedar Breather or Approved Ventilation Board (as required) CDX Plywood Sheathing specifications. 151 FELT 5/8' COX Plywood Sheathing CODE COMPLIANCE NOTES: 2x8 Rafters- 16*oc. 20-32' oc STRUCTURAL DESIGN SHALL CONFORM TO"CLIMATIC& %IS 16' 2xlO Rafters- 16*oc. GEOGRAPHIC DESIGN DATA"PER R301.2 RCNYS.TO BE DESIGNED TO MEET 1130mph WIND LOADS. lk 20/2x6 STRONGBACK ALL STRUCTURAL AND MECHANICAL DRAWINGS SHALL CONFORM TO THE PROJECT SPECIFICATIONS,INCLUDED,BUT 2x10-16*oc CEILING JOISTS 2x1D-16'oc CEILING JOISTS NOT LIMITED TO THE FOLLOWING: 2018&2021 INTERNATIONAL RESIDENTIAL CODE(IRC) 2020&2021 RESIDENTIAL BUILDING CODE OF NEW YORK STATE 2021 ENERGY CONSERVATION CODE OF NEW YORK STATE 2018 AMERICAN WOOD COUNCIL-2018 WOOD FRAME CONSTRUCTION MANUAL HIGH WIND EDITION 2021 AMERICAN WOOD COUNCIL-FIRE DESIGN SPECIFICATIONS (FDS) R-19 Fiberglass Batt Insulation zoez 2021 AMERICAN WOOD COUNCIL-SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC(SDPWS) 51e Type X Sheetrock-J AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7-16 HOME ENERGY RATING SYSTEM(HERS INDEX RATING) 1-3/4! x 11 718`LVL Box beam REFER TO CONSTRUCTION NOTES,AND DETAILS Provide Half Round Gutters BUILDING SHELL INSULATION: Provide Half Round Gutters Note: All Gutters are to Drainto Note: All Gutters are to Drain to TJ 230 x 11 016'OC Drywells Provided by Building Contractor Drywells Provided by Building Contractor CEILING-FLAT: NA r i r i r 1 T ri r I-. SEALED ATTIC: R-35 CLOSED CELL INSULATION+ASSEMBLY 4• Fasd ALIGN_ CEILING-VAULTED: R-35 CLOSED CELL INSULATION+ASSEMBLY rX 4'Fascia EXTERIOR WALLS: R-26 CLOSED CELL INSULATION+ASSEMBLY rx 8`Fascia 'X FLOOR: R-35 CLOSED CELL INSULATION+ASSEMBLY rx 8'Fascia FOUNDATION WALLS: R-14 CLOSED CELL INSULATION r V-Groove Soffit R-19 Fiberglass Batt Insulation V-Groove Soffit REFER TO HOME ENERGY RATING CERTIFICATE FOR ADDITIONAL REQUIREMENTS rx6'Frieze Board R-19 Sound Insulation— 8__ rx6*Frieze Board —rx4*Frieze Board Packing 9>1 _rxe Frieze Board Packing e Cedar shingles 0 5 1/2'exposure , C-4 Air Infiltration Barrier 18*Cedar shingles.0 51/2'exposure PROJECT: )C Type*X*Gypsum Wall Board on 1/2'CDX Sheathing Air Infiltration Border All Walls and Ceiling 2x6-16'oc Wall Studs 1/2'CDX Sheathing 2x6-16oc Wall Studs G.W.B. w/Vapor Barrier G.W.B. w/Vapor Barrier PROPOSED ADDITION MUDROOM 5/8' Type X Sheetrock & ACCESSORY GARAGE TO THE RECREATION ROOM GALLUCCII RESIDENCE 1720 BAYSHORE ROAD 3/4'OAK FLOORING(MATCH EXISTING) SOUTHOLD, NEW YORK 3/4'ADVANTECH SUBROOR(MATCH EXISTING R-19 Fiberglass Batt Insulation R-19 Fiberglass Batt Insulation DOUBLE JOIST BELOW ALL DRAWING TITLE: PARALLEL WALLS(TYP) ALIGN TOP OF HOUSE SUBFLOOR TJ OC T R- nsti __7 TJ 230 x 11 016'OC TJ 230 x 11 016'OC CROSS SECTION - AS NOTED r I x pressure ea pressure treated 3 1/2 x11 7/8' LVL x 113C APB ORDER ACQ sill plates ACO sill plates 2 6 tr FLUSH HEADER • JeMite ghipld nn fibPrrif Termite shield on fiberglass sill seder-typical 6 GRADE sill sealer- typical 3)Z'DIA STL COLUMN SET: ISSUED FOR: DATE: 3f DIA STCOLUMN (2) JP5 ba 2) 15 bars 15 bars 0 4T oc MATCH EXISTING SLAB 1 ISSUE FOR REVIEW 04-27-2023 BASEMENT 1/1'I. horizontal 41- 24"diia. Anchor baits, 180 long,cc, 127 max. torn comers —1/2' dia. Anchor baits, 18'long, 15 ban 0 48'oc 24!oc, if mm torn comers UNEXCAVATED- COMPACTED RCA • Mvertical stirrups 2)15 bars GARAGE FINISH FLOOR: 6' REINFORCED CONCRETE SLAB 24!X 24!X 12'CONC FTG • � W/6x6 WZOxWZO EPDXY COATED WWM with (4) 15 BARS- 6'oc ON VAPOR BARRIER OVER (BOTH DIRECTIONS- TYP) • COMPACTED FILL 15 bars 0 24! oc 15 bars 0 48*oc ENSURE A MINIMUM OF 2000 PSI SOIL vertical stirrups vertical stirrups LU M E 12 15 bars- 48'OC 15 bars 0 24!oc--,,, !9 horizontal I* e x 8'CONCRETE FOOTING 4'CONCRETE SLAB with (3)15 BARS- 6'oc(the long way) ON VAPOR BARRIER 24'x 24*X 127 CONC FTG with 15 BARS- 48*oc(the short way) SEAL: DATE: —COMPACTED GRAVEL FILL OR with (4)#5 BARS- 6' oc APRIL 27, 2023 CLEAN SAND (BOTH DIRECTIONS- TYP) (2)15 ba ENSURE A MINIMUM OF 2000 PSI SOIL BEARING CAPAClTY 1/2'expansion joist between -T-2- concrete floor dab and all w,,,L7-our2 PROJECT NO: 2022 -44 Clean compacted sand #5 bars 0 48'oc DRAWN BY: vertical stirrups OF NEI,, -T J_ CMA 15 bars- 48'OC 6. C3 3 DE, 0 Excavate and Deepen Footing CHECKED BY: as Requirix! for Bearing on X, JJD Stable Material SCALE: 1/2" = 1'-0" ENSURE A MINIMUM OF 2000 PSI SOIL BEAF 0;,25 SHEET NUMBER: le X 8' CONCRETE FOOTIN S� A-301 with (3)15 BARS- 6'oc(the long way) with 15 BARS- 48'oc(the short way) DOB NUMBER: OF 1 EXISTING HOUSE SECTION FOR REFERENCE RECREATION ROOM CROSS SECTION JAMES J DEERKOSKI, PE 1/2" =11-011 1/2"=T-0" @ DEERKOSKI + ARM DESIGN AND ENGINEERING ORE REFER TO SHEETS G-1 -G-18 FOR CODE COMPLIANCE DETAILS AND NOTES EFE`,�i� ns� i + ARM SIGN ENOINFERING Dill FIRE PROTECTION AT FLOOR SYSTEM DEERKOSKI + ARM DESIGN AND ENGINEERING li 12' 1 6 LIBRARY AVE. SUITE 0 WESTHAMRTON BEACH NY 11978 631-767-6071 CRAIG@DASTUE)IONT.COM ENGINEER OF RECORD: 3-1/f x 11-7/8"1 Ridge beam (VERIFY LOCATION) Ridge Vent(Verify ventilation Requirements) E N G I N' E I E R I N G le ACO Treated Toppersawn Shingles 0 6'exp. structural engineering services 9 consulting Cedar Breather or Approved Ventilation Board(as required) Ice and Water Shelld JAMES J.DEERKOSKI P.E. 5/8CDX Plywood Sheathing 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 2x8 Rafters- 16*oc, OWNERSHIP&USE OF DOCUMENTS: These drawings and specifications including the ideas,design and arrangements represented therein,are the property of Deerkoski+ Arm Design&Engineering,DPC. No part thereof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. Drawings&specifications,as instrucments;of professional service, (2) 2' x 10' Rafter Hii(VERIFY LOCATION) are and shall remain the Property of the engineer. Teco to Double Rafters HOLD HARMLESS: 2A 20 STRONG BACK Deerkoski+Arm Design&Engineering,DPC,and there Associated 0:i ociI 4 1/2 0 Engineer,are not overseeing the construction of this building.CeilingJoistssts 0 11 The use of these drawings by any contractor,subcontractor,builder, 2x8 C 0 0 0 o\ tradesman or worker shall instigate a Hold Harmless Agreement 1-0 between the drawing user and Deerkoski+Arm Design&Engineering, Ire t 1-3/4' x 117/8'LVL RIDGE BEAM- DPC. R-30 Insulation— The user shall in fact agree to hold Deerkoski+Arm Design& Engineering DPC harmless for any responsibility in regard to the construction means,methods,techniques,sequences or procedures, r and for any safety precautions and programs in connection with the work and further shall hold Deerkoski+Arm Design&Engineering DPC L harmless for the costs and problems arising from the negligence of the contractor,subcontractor,tradesman or workman. The use of these drawings also implies that Dell+Arm Design& Engineering DPC,shall take no responsibility for the plan users failure to carry out the work in accordance with the drawing contract documents 18'ACQ Treated Toppersawn Shingles 0 li or any and all applicable building codes and manufacturer's Cedar Breather or Approved Ventilation Board(as required) specifications. 151 FELT 18' ACO Treated Toppersown Shingles 0 11 5/8' CDX Plywood Sheathing Cedar Breather or Approved Ventilation Board (as required) CODE COMPLIANCE NOTES: 2x8 Rafters- 16"oc. 15 FELT STRUCTURAL DESIGN SHALL CONFORM TO"CLIMATIC& CDX Plywood Sheathing GEOGRAPHIC DESIGN DATA"PER R301.2 RCNYS.TO BE DESIGNED TO MEET 130mph WIND LOADS. ALL STRUCTURAL AND MECHANICAL DRAWINGS SHALL CONFORM TO THE PROJECT SPECIFICATIONS,INCLUDED,BUT 2x10 Rafters- 16'oc. NOT LIMITED TO THE FOLLOWING: 2018&2021 INTERNATIONAL CODE 2x6-16*oc COLLAR TIES 2020&2021 RESIDENTIAL BUILDINGRESIDENTIAL CODE OF NEWYO(IRC)RK STATE 2021 ENERGY CONSERVATION CODE OF NEW YORK STATE 2018 AMERICAN WOOD COUNCIL-2018 WOOD FRAME CONSTRUCTION MANUAL HIGH WIND EDITION C_ 2021 AMERICAN WOOD COUNCIL-FIRE DESIGN SPECIFICATIONS (FDS) R-19 Fiberglass Batt Insulation 2021 AMERICAN WOOD COUNCIL-SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC(SDPWS) 20-32'oc AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7-16 HOME ENERGY RATING SYSTEM(HERS INDEX RATING) 1-31e x 117/1?LVL Box beam 2X4 2X6 STRONGBACK REFER TO CONSTRUCTION NOTES,AND DETAILS Provide Half Round Gutters nbm BUILDING SHELL INS Note: All Gutters are to Drain to -16'oc CEILING JOISTS 2XIO-111i oc CEILING JOISTS CEILING-FLAT: NA r TJI 230 x 11 0 16'OC L Drywells Provided by Building Contractor 2xlO SEALED ATTIC: R-35 CLOSED CELL INSULATION+ASSEMBLY r • ALIGN_ CEILING-VAULTED: R-35 CLOSED CELL INSULATION+ASSEMBLY " I EXTERIOR WALLS: R-26 CLOSED CELL INSULATION+ASSEMBLY rx 8' Fascia 5-1/4'x 14*LVL HEADER 5/8' SHEATHING] EXPOSED FLOOR: R-35 CLOSED CELL INSULATION+ASSEMBLY FOUNDATION WALLS: R-14 CLOSED CELL INSULATION 3/4'V GROOVE SOFFIT —r V-Groove Soffit REFER TO HOME ENERGY RATING CERTIFICATE FOR ADDITIONAL REQUIREMENTS rxi Frieze Board R-19 Sound Insulation —rx4!Frieze Board Packing 18' Cedar shingles 0 5 112'exposure Air Infiltration Barrier PROJECT: Type Gypsum Wall Board on 1/2'CDX Sheathing All Walls and Ceiling 2x6-16 oc Wall Studs K G.W.B. w/Vapor Barrier PROPOSED ADDITION MUDROOM & ACCESSORY GARAGE TO THE 4!STEEL COLUMN AS PER SCIHEDULE COVERED PORCH GALLUCCI RESIDENCE 21 BLUESTONE 1720 BAYSHORE ROAD SOUTHOLD, NEW YORK 2'CONCRETE SETTING Bi R-19 Fiberglass Batt Insulation— - 4'POURED CONCRETE PAID SLAB (3000pd)W/6 x 6 DOUBLE JOIST BELOW ALL F0/110 WELDED WIRE MESH DRAWING TITLE: PARALLEL WALLS (TYP) ALIGN TOP OF HOUSE SUBFLOOR CROSS SECTION - AS NOTED TJ 230 0 16*OC R- 0 Insu ation T r z X 6 pressure treated 5T It 113C APB GIRDER ACO sill plates: VERIFY FINAL GRADE 1i si no erglaVERIFY FINAL GRADE fib 777=7,7 77, sill sealer- typical ISSUED FOR: DATE: �f DIA STL COLUMN (2) 15 b _-�-14 Reinforcing rods In poured concrete haunch and at top of p.c. dab 1 ISSUE FOR REVIEW 04-27-2023 2)15 bars -5-- C COMPACTED BACKFILL UNEXCAVATED BASEMENT 11f dia. Anchor bolts, le long, oc, 12'max from comers 2*- 2-- _r M 14 Reinforcing Rods at 36' oc. Embedded 10' Into center of 6'Concrete Wall. =F --r-- Pre-Bent up and into dab(18*Vertical x 24'Horizontal) -5*- Lu M ' - f-IT-2* _ f T4 2)15 bars 15 bars 0 2e oc vertical stirrups J5 bars 0 24!oc 15 bars 0 24! oc vertical stirrups T horizontal • 15 bars- 48"OC 4'CONCRETE SLAB ON VAPOR BARRIER 24' X 24'X 12'CONC FTG le x 8'CONCRETE FOOTING ENSURE A—MINIMUM OF 2000 PSI SOIL BEARING CAPACITY SEAL: DATE: i with (3) 15 BARS- 6'oc(the long way)with 15 BARS- 48'1(the short way) COMPACTED GRAVEL ALL Oil with (4) 15 BARS- 6' oc APRIL 27, 2023 CLEAN SAND (BOTH DIRECTIONS- TYP) (2) 15 b ENSURE A MINIMUM OF 2000 PSI SOIL 1/1 expansion joist between pour BEARING CAPACITY concrete floor dab and all Walls- typ. T_ I I PROJECT NO: Clean compacted sand 15 bars 0 4T oc 2022 -44 vertical stirrups :)F DRAWN BY: 15 bars-48'OC DE 0 CMA Excavate and Deepen Footing CO CHECKED BY: as Requirl for Bearing on JJD Stable Material LU SCALE: 1/211 = 1'-0" ENSURE A MINIMUM OF 2000 PSI SOIL Bli 0 SHEET NUMBER: le x Bi CONCRETE FOOTIN SS10 A-30 2 with (3)15 BARS- 6' oc(the long way) with 15 BARS- 48'oc(the short way) DOB NUMBER: OF EXISTING HOUSE SECTION FOR REFERENCE COVERED PORCH CROSS SECTION JAMES J DEERKOSKI, PE 1 @ DEERKOSKI + ARM DESIGN AND ENGINEERING DRE REFER TO SHEETS G-1 -G-18 FOR CODE COMPLIANCE DETAILS AND NO'"ES F-:-Er-KOLill-1 + ARm D SISIN 1x:, ENSIN`EERING DPC DEERKOSKI + ARM DESIGN AND ENGINEERING DPC 1 6 LIBRARY AVE. SUITE C WESTHAMPTON BEACH NY 11978 631-767-6071 CRAIG(@r)ASTUDI0NT.COM ENGINEER OF RECORD: R ke, , E N G I N E E R I N G structural engineering services * consulting JAMES J.DEERKOSKI P.E. 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 OWNERSHIP&USE OF DOCUMENTS: These drawings and specifications including the ideas,design and arrangements represented therein,are the property of Deerkoski+ Arm Design&Engineering,DPC. No part thereof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. Drawings&specifications,as instrucments of professional service, are and shall remain the Property of the engineer. HOLD HARMLESS: Deerkoski+Arm Design&Engineering,DPC,and there Associated Engineer,are not overseeing the construction of this building. The use of these drawings by any contractor,subcontractor,builder, tradesman or worker shall instigate a Hold Harmless Agreement between the drawing user and Deerkoski+Arm Design&Engineering, DPC. The user shall in fact agree to hold Deerkoski+Arm Design& Engineering DPC harmless for any responsibility in regard to the construction means,methods,techniques, and for any safety precautions and programs in connection with the work and further shall hold Deerkoski+Arm Design&Engineering DPC harmless for the costs and problems arising from the negligence of the contractor,subcontractor,tradesman or workman. 5/4 x 4 AM FASCIA The use of these drawings also implies that Deerkoski+Arm Design& 2x bloddn Engineering DPC,shall take no responsibility for the plan users failure 5/4 x 8 AZEK FASCIA to carry out the work in accordance with the drawing contract documents r,A blocking-7—� or any and all applicable building codes and manufacturers specifications. 5/4 x 4 AM RAE BOARD CODE COMPLIANCE NOTES: STRUCTURAL DESIGN SHALL CONFORM TO"CLIMATIC& 5/4 x 8 AM RAKE BOARD GEOGRAPHIC DESIGN DATA"PER R301.2 RCNYS.TO BE DESIGNED TO MEET 130mph WIND LOADS. ALL STRUCTURAL AND MECHANICAL DRAWINGS SHALL 91;q- CONFORM TO THE PROJECT SPECIFICATIONS,INCLUDED,BUT NOT LIMITED TO THE FOLLOWING: 2018&2021 INTERNATIONAL RESIDENTIAL CODE(IRC) iF 2020&2021 RESIDENTIAL BUILDING CODE OF NEW YORK STATE C-4 2021 ENERGY CONSERVATION CODE OF NEW YORK STATE 6r, 2018 AMERICAN WOOD COUNCIL-2018 WOOD FRAME CONSTRUCTION MANUAL HIGH WIND EDITION 2021 AMERICAN WOOD COUNCIL-FIRE DESIGN SPECIFICATIONS —3/4�PLYWOOD SUBFILOOR (FDS) overhang-- 5' HALF ROUND 5'HALF ROUND ALUMINUM GUTTER w/2)f LEADERS 2021 AMERICAN WOOD COUNCIL-SPECIAL DESIGN PROVISIONS ALUMINUM GUTTER FOR WIND AND SEISMIC(SDPWS) w/2)r LEADERS A AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7-16 HOME ENERGY RATING SYSTEM(HERS INDEX RATING) REFER TO CONSTRUCTION NOTES,AND DETAILS L BUILDING SHELL INSULATION: RAMS NOTCHED AT TOP RATE I Plywood Gu Sheathing CEILING-FLAT: NA 5/4 x 4 AM FASCIA— SEALED ATTIC: R-35 CLOSED CELL INSULATION+ASSEMBLY CEILING-VAULTED: R-35 CLOSED CELL INSULATION+ASSEMBLY EXTERIOR WALLS: R-26 CLOSED CELL INSULATION+ASSEMBLY ......... ALIGN ALIGN U El EXPOSED FLOOR: R-35 CLOSED CELL INSULATION+ASSEMBLY 5/4 x 8 AM FASCIA— FOUNDATION R-14 CLOSED CELL INSULATION 5/4 x 8 AM fascl 5/4 x 8 AZEK fascio-----� cc------5/4 blocking 2A sub la 2A sub fasell REFER TO HOME ENERGY RATING CERTIFICATE FOR ADDITIONAL REQUIREMENTS 5/4 x 6 AM FREIZE HEAD CASING —T I x 4 AZEK v—groove vented soffit I x 4 AZEK v—groove vented soffit 514'x C AZEK trim L4 PROJECT: 5/4 blorik 51e x 6' AZEI(trap LL >: \-5/4 blockhg F F-- PROPOSED ADDITION & L- S ACCESSORY GARAGE xv TO THE o GALLUCCI RESIDENCE C 1720 BAYSHORE ROAD SOUTHOLD, NEW YORK DRAWING TITLE: MAIN HOUSE TYPICAL DORMER SOFFIT DETAIL- MAIN HOUSE TYPICAL FLYING RAKE AT SIDEWALL DETAIL RECREATION ROOM SOFFIT DETAIL MAIN HOUSE TYPICAL SOFFIT DETAIL (EXISTING) EXTERIOR DETAILS SCALE: 1 = 1'-0" SCALE: 1" = 1'-0 SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" (FOR NEW GARAGE) (ALTERNATE FOR NEW GARAGE) SET: ISSUED FOR: DATE: 1 ISSUE FOR REVIEW 04-27-2023 SEAL: DATE: APRIL 27, 2023 PROJECT NO: 2022 -44 DRAWN BY: CMA A DE,i'y 0 CHECKED BY: 0 JJD Cr SCALE: 1 AN, SHEET NUMBER: 072,0 S A=401 DOB NUMBER: OF JAMES J DEERKOSKI, PE @ DEERK13SKI + ARM DESIGN AND ENGINEERING DPC REFER TO SHEETS G-1 -G-18 FOR CODE COMPLIANCE DETAILS AND NOTES osr,,P +ARM ISI £;t 3N & i DEERKOSKI + ARM DESIGN AND ENGINEERING DPC 1 6 LIBRARY AVE. SUITE C WESTHAMPTON BEACH NY 11976 631-767-6071 CRAIG DASTU DI ONT.COM ENGINEER OF RECORD: D- 4 K E N G I N E E R I N G structural engineering services * consulting JAMES J.DEERKOSKI P.E. 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 2'-011 221-0@1 OWNERSHIP&USE OF DOCUMENTS: These drawings and specifications including the ideas,design and arrangements represented therein,are the property of Deerkoski+ Arm Design&Engineering,DPC. No part thereof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. Drawings&specifications,as instrucments of professional service, are and shall remain the Property of the engineer. HOLD HARMLESS: Deerkoski+Arm Design&Engineering,DPC,and there Associated Engineer,are not overseeing the construction of this building. The use of these drawings by any contractor,subcontractor,builder, tradesman or worker shall instigate a Hold Harmless Agreement between the drawing user and Deerkoski+Arm Design&Engineering, DPC. The user shall in fact agree to hold Deerkoski+Arm Design& Engineering DPC harmless for any responsibility in regard to the 5)/2 construction means,methods,techniques,sequences or procedures, C) i and for any safety precautions and programs in connection with the work and further shall hold Deerkoski+Arm Design&Engineering DPC LLI M harmless for the costs and problems arising from the negligence of the 90'-8" 5X2 2- LLJ contractor,subcontractor,tradesman or workman. The use of these drawings also implies that Deerkoski+Arm Design& Engineering DPC,shall take no responsibility for the plan users failure LJ to carry out the work in accordance with the drawing contract documents > or any and all applicable building codes and manufacturers o uJ -i wspecifications. c Lu o o >-J x CODE COMPLIANCE NOTES: --TT— > 2 x 8- O.C. 2 x 8-16' 0.C. 17 STRUCTURAL DESIGN SHALL CONFORM TO"CLIMATIC& a. , GEOGRAPHIC DESIGN DATA"PER R301.2 RCNYS.TO BE 7 ,Z X RAFTERS RAFTERS DESIGNED TO MEET 130mph WIND LOADS. :x 2 x 8-16-1 O.C. ALL STRUCTURAL AND MECHANICAL DRAWINGS SHALL 2 CAR GARAGE I I COLLAR TIES CONFORM TO THE PROJECT SPECIFICATIONS,INCLUDED,BUT NOT LIMITED TO THE FOLLOWING: GARAGE FOUNDATION 2018&2021 INTERNATIONAL RESIDENTIAL CODE(IRC) C:) 8"THICK CONCRETE WALLS 2020&2021 RESIDENTIAL BUILDING CODE OF NEW YORK STATE with#5 BARS-48"OC(BOTH I I 2021 ENERGY CONSERVATION CODE OF NEW YORK STATE 2018 AMERICAN WOOD COUNCIL-2018 WOOD FRAME DIRECTIONS-TYP) < CONSTRUCTION MANUAL HIGH WIND EDITION with(2)#5 BARS AT TOP&BOTTOM LU 2021 AMERICAN WOOD COUNCIL-FIRE DESIGN SPECIFICATIONS PROVIDE A MINIMUM OF 2" 00 0 C:) C14 (FDS) LU C� 9 CONCRETE COVER ON REBAR C.0 C.0 It 01 2021 AMERICAN WOOD COUNCIL-SPECIAL DESIGN PROVISIONS C14 0 LO FOR WIND AND SEISMIC(SDPWS) 18"x 8"CONCRETE FOOTING AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7-16 with(3)#5 BARS-6"oc(the long way) -J HOME ENERGY RATING SYSTEM(HERS INDEX RATING) 68 with#5 BARS-48"oc(the short way) sa Go REFER TO CONSTRUCTION NOTES,AND DETAILS UNEXCAVATED r- V- GARAGE FINISH FLOOR: BUILDING SHELL INSULATION: V-1 x 6"REINFORCED CONCRETE SLAB 0 CEILING-FLAT: NA W/6x6 W2.OxW2.0 EPDXY COATED 0 SEALED ATTIC: R-35 CLOSED CELL INSULATION+ASSEMBLY a - -W C? WWM Lu CEILING-VAULTED: R-35 CLOSED CELL INSULATION+ASSEMBLY I Lu ON VAPOR BARRIER OVER 8" Lu EXTERIOR WALLS: R-26 CLOSED CELL INSULATION+ASSEMBLY F EXPOSED FLOOR: R-35 CLOSED CELL INSULATION+ASSEMBLY Cfl < A Lu COMPACTED FILL. W T x FOUNDATION WALLS: R-14 CLOSED CELL INSULATION C.0 PROVIDE CONCRETE HARDNER FOR .4 -1 CONCRETE GARAGE SLAB I I D M > REFER TO HOME ENERGY RATING CERTIFICATE FOR ADDITIONAL REQUIREMENTS 9 x 2 CAR PARAGE x 9 PIRYVIDE 5/8"FIRE RATE DI SHEETROCK AS REQ41RED PROJECT: LOWERED WALL SECTION LJ 3-,1"x9%2" HEADER 3J"x9Y2"LVL1 HEADER III FT1107 I 97111 PROPOSED ADDITION (n 9'-0"x 8'4"WIDE GARAGE DOOR U) 9'-O"x 8'-0"WI D GARAGE DOOR C0 91-311 LU & LuQ ACCESSORY GARAGE DROP FOUNDATION FOR 9'-0"WIDE DOOR Of LU LU Of 0 WE < OQ < TO THE 0 00 < 0 < 1,- 3: �- 3: GALLUCCI RESIDENCE W Of of W U-1 W W LU W W u- uJ LL W U- W LU X W M LU X 1720 BAYSHORE ROAD � V) W U) � U) SOUTHOLD, NEW YORK 101-211 6-111 6-111 2'-011 22'-0" DRAWING TITLE: DETACHED GARAGE FOUNDATION PLAN FLOOR PLAN SET: ISSUED FOR: DATE: 1 ISSUE FOR REVIEW 04-27-2023 SEAL: DATE: APRIL 27, 2023 PROJECT NO: 2022 -44 <,- OF NEw DRAWN BY: 0 CMA CHECKED BY: JJD 6 UJ SCALE: 1'-01 11 /411 NCO 725 SHEET NUMBER: S, A- 101 GARAGE DOB NUMBER: OF 1 FOUNDATION PLAN FLOOR PLAN JAMES J DEERKOSKI, PE I 1/4"= 11-011 11411=1 I-D" @ DEERKOSKI + ARM DESIGN AND ENGINEERING DRO REFER TO SHEETS G-1 -G-18 FOR CODE COMPLIANCE DETAILS AND NOTES -� +AFzM •, DF-k?ISN &. ENGINEERING C IRC LJ DEERKOSKI + ARM DESIGN AND ENGINEERING ORO 1 6 LIBRARY AVE. SUITE C WESTHAMPTON BEACH NY 1197B 631-767-6071 CRAIGa[7DASTUDIONT.COM ENGINEER OF RECORD: _ - - -6 iffill_ ( E N G I N E E R IN G structural engineering services • consulting JAMES J.DEERKOSKI P.E. 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 OWNERSHIP&USE OF DOCUMENTS: These drawings and specifications including the ideas,design and arrangements represented therein,are the property of Deerkoski+ Arm Design&Engineering,DPC. No part thereof shall be copied,disclosed to others or used in ACQ TREATED ROOF SHINGLES ACID TREATED ROOF SHINGLES connection with any work or project other than for which they have (MATCH EXISTING) `� (MATCH EXISTING) been prepared without written consent. WINDOW BLOCKED OFF FROM INTERIOR zl Drawings&specifications,as instruements of professional service, RED CEDAR SHINGLES w/6" EXPOSURE RED CEDAR SHINGLES w/6" EXPOSURE are and shall remain the Property of the engineer. "X9Y"LVL HEAD �� ``� / HOLD HARMLESS: �Q\ Deerkoski+Arm Design&Engineering,DPC,and there Associated Eng overseeing the construction of this WHITE HALF ROUND ALUMINUM GUTTERS e The luse rofth sedawngsbyanycontractor subcontractor,builder, FR WHITE HALF ROUND ALUMINUM GUTTERS 5 / tradesman or worker shall instigate a Hold Harmless Agreement *ALTERNATE* ` between the drawing user and Deerkoski+Arm Design&Engineering, DPC. MATCH NEW RECREATION ROOM CN125 fact FASCIA&SOFFIT DETAILS Engineering DPChar agree l ess for any Deerkoski n responsibility nt regard Design&he \ construction means,methods,techniques,sequences or procedures, and for any safety precautions and programs in connection with the work and further shall hold Deerkoski+Ann Design&Engineering DPC 00 harmless for the costs and problems arising from the negligence of the WHITE AZEK TRIM WHITE AZEK TRIM contractor,subcontractor,tradesman or workman. The use of these drawings also implies that Deerkoski+Arm Design& Engineering DPC,shall take no responsibility for the plan user's failure r to carry out the work in accordance with the drawing contract documents r ~ ~ D or an and all applicable building codes and manufacturer's 2 = Z Y pP 9 0 0 M specifications. RED CEDAR SHINGLES w/6" EXPOSURE = 2 RED CEDAR SHINGLES w/6" EXPOSURE CODE COMPLIANCE NOTES: O p STRUCTURAL DESIGN SHALL CONFORM TO"CLIMATIC& O p GEOGRAPHIC DESIGN DATA"PER R301.2 RCNYS.TO BE DESIGNED TO MEET 130mph WIND LOADS. ALL STRUCTURAL AND MECHANICAL DRAWINGS SHALL CONFORM TO THE PROJECT SPECIFICATIONS,INCLUDED,BUT NOT LIMITED TO THE FOLLOWING: LI I 1 2018&2021 INTERNATIONAL RESIDENTIAL CODE(IRC) 2020&2021 RESIDENTIAL BUILDING CODE OF NEW YORK STATE 2021 ENERGY CONSERVATION CODE OF NEW YORK STATE 2018 AMERICAN WOOD COUNCIL-2018 WOOD FRAME CONSTRUCTION MANUAL HIGH WIND EDITION 2021 AMERICAN WOOD COUNCIL-FIRE DESIGN SPECIFICATIONS (FDS) 22'4' GARAGE 10'-0" SETBACK 10'-0" SETBACK 2021 AMERICAN WOOD COUNCIL-SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC(SDPWS) AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE 7-16 HOME ENERGY RATING SYSTEM(HERS INDEX RATING) REFER TO CONSTRUCTION NOTES,AND DETAILS BUILDING SHELL INSULATION: CEILING-FLAT: NA SEALED ATTIC: R-35 CLOSED CELL INSULATION+ASSEMBLY CEILING-VAULTED: R-35 CLOSED CELL INSULATION+ASSEMBLY EXTERIOR WALLS: R-26 CLOSED CELL INSULATION+ASSEMBLY FRONT E.L E VAT REAR E L E VAT I O N EXPOSED FLOOR: R-35 CLOSED CELL INSULATION+ASSEMBLY FOUNDATION WALLS: R-14 CLOSED CELL INSULATION 1/4" =1'-0" 1/4"= 11-011 REFER TO HOME ENERGY RATING CERTIFICATE FOR ADDITIONAL REQUIREMENTS PROJECT: PROPOSED ADDITION ACCESSORY GARAGE TO THE GALLUCCI RESIDENCE 1720 BAYSHORE ROAD SOUTHOLD, NEW YORK DRAWING TITLE: DETACHED GARAGE ELEVATIONS SET: ISSUED FOR: DATE: 1 ISSUE FOR REVIEW 04-27-2023 \ / 05 i .p I0 0 C0 r i z ! _ W 0 SEAL: DATE: APRIL 27, 2023 o 0 o 0 PROJECT NO: 2022 -44 pF NEW DRAWN BY: 5 DEER y0,p CMA end CHECKED BY: JJD C 10'-0" SETBACK m2 1/4" = 1'-0" w CALE: 10-0SETBACK cnF.,- ,c� _ SHEET NUMBER: CSSIO�P� \ A-201 GARAGE DOB NUMBER: OF LEFT ELEVATION E VAT I O N to RIGHT ELEVATION JAMES J DEERKOSKI, PE 3 2 © DEERKOSKI + ARM DESIGN AND ENGINEERING DP 1/4"= 1'-0" 114"= 1'-0" REFER TO SHEETS G-1 -G-18 FOR CODE COMPLIANCE DETAILS AND NOTES ,GN &�NVINV"IERIINO DPC r-;� t-u,F7,i-i + A R M DEERKOSKI + ARM DESIGN AND ENGINEERING DPC 1 6 LIBRARY AVE. SUITE C WESTHAMPTON BEACH NY 11978 631-767-6071 r-RAir.@DASTUDIONT.COM ENGINEER OF RECORD: D'- �0- _ E N G I N E E R I N G Structural engineering services 9 consulting JAMES J.DEERKOSKI P.E. 16 LIBRARY AVENUE,SUITE C,WESTHAMPTON BEACH,NY 11978 OWNERSHIP&USE OF DOCUMENTS: These drawings and specifications including the ideas,design and arrangements represented therein,are the property of Deerkoski+ Arm Design&Engineering,DPC. No part thereof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. Drawings&specifications,as instrucments of professional service, are and shall remain the Property of the engineer. HOLD HARMLESS: 1-3/4'x 11 71e LVL RIDGE BEAM— Deerkoski+Arm Design&Engineering,DPC,and there Associated Engineer,are not overseeing the construction of this building. The use of these drawings by any contractor,subcontractor,builder, tradesman or worker shall instigate a Hold Harmless Agreement between the drawing user and Deerkoski+Arm Design&Engineering, DPC. 1-0 The user shall in fact agree to hold Deerkoski+Arm Design& Engineering DPC harmless for any responsibility in regard to the construction means,methods,techniques,sequences or procedures, and for any safety precautions and programs in connection with the work and further shall hold Deerkoski+Arm Design&Engineering DPC harmless for the costs and problems arising from the negligence of the contractor,subcontractor,tradesman or workman. The use of these drawings also implies that Deerkoski+Arm Design& 18' ACO Treated Toppersawn Shingles 0 6'exp. Engineering DPC,shall take no responsibility for the plan user's failure Cedar Breather or Approved Ventilation Board(as required) to carry out the work in accordance with the drawing contract documents 151 FELT or any and all applicable building codes and manufacturers r COX Plywood Sheathing specifications. CODE COMPLIANCE NOTES: 20-32'oc STRUCTURAL DESIGN SHALL CONFORM TO"CLIMATIC& GEOGRAPHIC DESIGN DATA"PER R301.2 RCNYS.TO BE 2x8 Rafters- 16'ol DESIGNED TO MEET 130mph WIND LOADS. ALL STRUCTURAL AND MECHANICAL DRAWINGS SHALL L20 2A STRONGBACK CONFORM TO THE PROJECT SPECIFICATIONS,INCLUDED,BUT NOT LIMITED TO THE FOLLOWING: 2x8 Cellil Joists 0 16 oc 2018&2021 INTERNATIONAL RESIDENTIAL CODE(IRC) 2020&2021 RESIDENTIAL BUILDING CODE OF NEW YORK STATE 2021 ENERGY CONSERVATION CODE OF NEW YORK STATE 2018 AMERICAN WOOD COUNCIL-2018 WOOD FRAME CONSTRUCTION MANUAL HIGH WIND EDITION 2021 AMERICAN WOOD COUNCIL-FIRE DESIGN SPECIFICATIONS (FDS) *ALTERNATE* 2021 AMERICAN WOOD COUNCIL-SPECIAL DESIGN PROVISIONS MATCH NEW RECREATION ROOM FOR WIND AND SEISMIC(SDPWS) FASCIA&SOFFIT DETAILS 51e Type X Sheetrock-J AMERICAN SOCIETY OF CIVIL ENGINEERS AS RATING) 7-16 HOME ENERGY RATING SYSTEM(HERS INDEX Provide Half Round Gutters REFER TO CONSTRUCTION NOTES,AND DETAILS Note: All Gutters are to Drain to Drywalls PrWded by Building Contractor BUILDING SHELL INSULATION: aro rx 4'Fascia CEILING-FLAT: NA SEALED ATTIC: R-35 CLOSED CELL INSULATION+ASSEMBLY rx e Fascia CEILING-VAULTED: R-35 CLOSED CELL INSULATION+ASSEMBLY EXTERIOR WALLS: R-26 CLOSED CELL INSULATION+ASSEMBLY EXPOSED FLOOR: R-35 CLOSED CELL INSULATION+ASSEMBLY R-19 Fiberglass Batt Insulat on FOUNDATION WALLS: R-14 CLOSED CELL INSULATION rx6'Frieze Board REFER TO HOME ENERGY RATING CERTIFICATE FOR ADDITIONAL REQUIREMENTS rxe Frieze Board Packing Go ile Cedar shingles 0 5 1/2'exposure 5/8' Type X Sheetrock Air Infiltratim Border GARAGE 1/2'COX Sheathing PROJECT: 2x6-16'oc Wall Studs 9C G.W.B. w/Vapor Barrier c PROVIDE ANCHOR BOLTS -32"oc MAXIMUM PROPOSED ADDITION 12"FROM CORNERS& 12"FROM OPENINGS & 8"FOUNDATION WALL-REFER TO DETAIL ACCESSORY GARAGE R-19 Fiberglass Batt insulationTO THE 6"Sloped C.I.P.Concrete Slab G A L L U C C I RESIDENCE < SLOPE 2" 1720 BAYSHORE ROAD x pr re ea 2 treated PITCH C@ 1/4"1 IT PITCH @ 1/8"1 FIT SOUTHOLD, NEW YORK CQ Sol PI es zll,,l I 6"REINFORCED CONC.SLAB W16X6 W2.OxW2.0 WAM OVER CLEAN COMPACTED SAND OR GRAVEL I__1141 1 NOTE:4000PSI CONCRETE MIN.@ GARAGE SLAB-NOTE:ENSURE SOIL BEARING CAPACITY PROVIDE VAPOR BARRIER BELOW SLAB ell Termite shield on fiberglass Rill cteder- tWical 2" 95%COMPACTED CLEAN FILL DRAWING TITLE: 2) J5 bars J5 bars 0 48" oc ,1/27 dia. Anchor bolts, Ir long, UNEXCAVATED - COMPACTED RCA 2"x 4"CO IS SHEER KEY horizontal GARAGE FINISH FLOOR. • 24 1 lf max. from comers 6'REINFORCED CONCRETE SLAB 8" 6" (2) #5 Bars Horizontal DETACHED GARAGE 15 bars 04 T oc-----. W/6x6 W2.GxWZO EPDXY COATED WWM CROSS SECTION & DETAIL vertical stirrups 2. 2)#5 bars ON VAPOR BARRIER OVER #5 BARS @ 48"O.C. (BOTH DIRECTIONS) COMPACTED FILL NOTE ALL SPLICES SHALL BE A MINIMUM SET: ISSUED FOR: DATE: (2)#5 BARS OF 40 X BAR DIAMETER 15 bars 0 48' oc I 1 ISSUE FOR REVIEW 04-27-2023 vertical stirrups 18"x B"CONCRETE FOOTING 15 bars-48*OC WITH#5 BARS-6"O.C. (THE LONG WAY) V2 3" V9" 8*x r CONCRETE FOOTING WITH#5 BARS-48"O.C. (THE SHORT WAY) with (3) J5 BARS- 6'oc (the long way) with #5 BARS- 48*oc(the short way) ENSURE A MINIMUM OF 2000 PSI SOIL BEARING CAPACITY 3- 6" 6" 3"- 4OTE:ENSURE A MINIMUM OF 2000 PS SOIL BEARING CAPACITY T-T- SEAL: DATE: APRIL 27, 2023 PROJECT NO: 2022 -44 DRAWN BY: OF NEW DEER/kr, 0 CHECKED BY: CMA NOTES, 0 JJD PROVIDE MINIMUM 2"CONCRETE COVER @ ALL REBAR,TYP. eo SCALE: REFER TO GENERAL NOTES FOR ALL STRAPPING,NAILING,FASTENING TIE-DOWN DETAILS " = 11ll 11 REFER TO SLAB,FOOTING&POST SCHEDULES FOR ADDITIONAL INFORMATION 1/211_0 / i11-0 CONCRETE FOOTING&PIERS ENGINEERED TO WITHSTAND WIND&WATER LOADS SHEET NUMBER: Fo \0723. do Ro S A-301 GARAGE GARAGE CROSS SECTION JAMES J DEERKOSKI, E DOB NUMBER: OF GARAGE APRON DETAIL E @ DEERKOSKI + ARM DESIGN AND ENGINEERING DPC REFER TO SHEETS G-1 -G-18 FOR CODE COMPLIANCE DETAILS AND NOTES