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HomeMy WebLinkAbout50803-Z _�,/?l :,i., SIMPSON STRONG—TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION , USE A MINIMUM OF r TWO 8d NAILS THIS MTS20 L_ TS20 PROVIDE (1) HGA10KT ON /" - SIDE OF TRUSS. - ---- 133 160 WITH 8d NAILS o / T a` �s FASTENERS SIDE OF CEILING JOIST "";;Z, MODEL GA UPLIFT UPLIFT CODE ALLOWABLE LOADS LOAD INTO TRUSS o ° / LATERAL WITH TOTAL FOUR s No. TO AVG ( / ) REF. /• � ° AND ON SIDE OF RAFTER �l � �'i � �f �_�� TO TO NAILS RAFTERS/ PLATES STUDS ULT. (133) (160) F FZ (133& _ STU �` - ✓/// TRUSS _ _ SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION a TAKE-UP WASHER Ulm DESIGN ASSOCIATES LLC H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND � c � PROPER INSTALLATION PROCEDURES %— residential & commercial design • consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 — — DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO °I o ART x12 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER 8d NAIL o o P0.Box 1675 phone: (631)433-9084 CODE l MODEL GA AVG 2 INTO ° • Southold,New York 11971 E-Mail: ssbn654@optonline,net NO. MAX. CLEAR ULT. EFTA LFTA REF. PLATES °mo o ° WIDTH PAN L QTY DIA 1�" 2„ 2}„ 3" 3}„ 11�" 2" 2}„ 3" 34" ° EIGHT- 8d NAIL S P 4 1205 1400 5, 44, 85 INTD Kehl Design Associates,LLC o formerly D A K Associates,LLC LFTA 16 2J" 17 38j"16-1Od — 4200 STUD ° DOUG-FIR LARCH / SO. PINE FAST!- ALLOWABLE UPLIFT LOADS3 o OWNERSHIP U5(= OF DOCUMENTS: MODEL L AVG 10d 10d x 12" CODE These drawings and specifications including the NO. ULT. REF. LFTA °° ideas, design and arrangements represented lad 10d x 1}" L_ S T A 21 therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be (133 / 160) (133) (160) o P P Y Simpson Strong-Tie copied, disclosed to others or used in connection MTS16 16 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 HGA10 with any work or project other than for which MTS20 20 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 0 DETAIL "I�" they have been prepared without written consent. ARTgs x12 lo.. LST20 20 12-10d 12-10d x 14" 2383 775 720 720 3, 41 CNW DETAIL "E+► sru 8 - COUPLER NUT DOUG-FIR-LARCH/ Equal number Of SIMPSON SO. PINE CODEIL TYPE OF DIRECTION ALLOWABLE LOADS REF. speClfled nalls in TAKE-UP WASHER LMODEL CONNEC- OF LOAD FLOOR ROOF (133/ each e n d N0. TION (100) (125) 160 Simpson Strong-Tie G 515 645 670 CS16 ARTS"xl2 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS'''''(DF/SP) (133) HOLDOWN HOEDOWN ARTR'xi 2 STUDDEFLECTION DEFLECTION CODE MODEL MACHINE AVG LENGTH OF BOLT 2.3 AT HIGHEST AT HIGHEST REF. NO. ANCHOR ULT. IN VERTICAL WOOD MEMBER ALLOWABLE BASE BODY 4 BOLTS ALLOWABLE HB SB W H B SO CL DIA- e LOAD DESIGN 00 GA GA DESIGN yy}{EN RAISED OFF QTY DIA 1z" 2" 2}" 3" 32° 52" LOAD o THE SILL PLATE 0 0 0 HD2A 16 12 44" 2�" 2J" 8" 2�" i" 1t{" � 2 1 k 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 0 0 x\� MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS AVG DF / SP CODE N0. W L STUD PLATE ULT. (133)2 (160) REF. SP4 3A" 71" --10d x 1i"L 2917 735 885 7, 40, 127 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODEo NO. GA W L NAILS FLOOR (133) (160) REF, o 100 � WORK NOTES: LSTA21 20 11" 21 16-10d 905 1205 1295 7, 40, 90 00 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. GA FLOOR REF. Simpson Strong-Tie STU W L NAILS 100 SiSt -Tie (133) (160) MSTA24 18 1l" 24 18-10d 1025 1370 1640 7, 40, 90 8 MOODEL TOTAL END FASTENERS ALLOWABLE TENSION LOADS SPNAIL ACING CODE LUS46 TAKE—SIMPSOUP WASHER (LENGTH L GA CUT LENGTH ( 0 L) (100) (133 / 160)2 ��. HD2A RIOT FOR OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CONSTRUCTION C316 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2�" 7 40 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE HG NOTED. FAILURE TO COMPLY WITH ALL NOTES USE UNLESS DIMENSIONS FASTENERS ON, -FIR ARCH0 PIN A WAB OADS MODEL ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION DETAIL "F" N0. GA HEADERS AVG UPLIFTFLOOR100 SNOW (115) ROOF (125) CODE W H B tod 16d Joisrs ULT• REF. BY A LICENSE PROFESSIONAL ENGINEER, PLACES (133) (160) 10d 16d 10d 16d 10d 16d ALL LIABILITIES ON THE CONTRACTOR. CNW- CERTIFIED BY A LUS46 18 3 4 "' 2 4-16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 DETAIL "I" HUS210-2 14 3d" 9{" 2 8-16d 8-16d 607611 55 2105 1650 1900 2065 1, 36, 84, 122 COUPLER NUT PROFESSIONAL DOUG-FIR AR H IN WA A ARTgs'x12 — MODEL FASTENERS UPLIFT UPLIFT LATERAL CODE STU 8°° ND GA (133/160) REF. SIMPSON ENGINEER ULT. TO RAFTERS TO PLATES TO STUDS (133) (160) F Fz TAKE-UP WASHER 160 HGA10KT 14 4-SDSJ"x1 Z" 4-SDSJ"x3" 1523 435 435 1165 940 USE A MINIMUM OF S P 4 TWO 8d NAILS THIS SIDE OF TRUSS. CNW- i COUPLER NUT S P 4 PROJECT: TOTAL FOUR o /• � SE A MINIMUM OF INTO ATRUSS SDILS DE DFNRUSSAILS TH[S MTS16 STU LSTA21 " ANCHOR BOLTS MTS16 SIMPSON SIMPSBN TOTAL FOUR /. ® TAKE-UP WASHER 8d NAILS HD2A Strong-Tie = 1 INTO TRUSS LSTA21 HUS 210—2 A L E 1o _ II tw d oxmi U tz bt NL 6 AIL ' PLATES °po °� TWD ° 1245 EIGHT ° t! it Bd NAIL INTO INTO BOISSEAU AVE. 8d NAIL DETAIL "At' I' STUD Simpson Strong-Tie PLATES °mo H7 EIGHT � SOUTHOLD NY, 11971 8d NAILINTO ® DETAIL "D" DETAIL "G" DETAIL STUD Simpson Strong-Tie ° H7 Simpson Strong-Tie LFTA ROD SYSTEM DETAIL "L" LFTA DRAWING TITLE: EFTA Ridge Strapping DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS L BP S T A 3 0 RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 SIMPSON WINDLOAD 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. CHARTS & CALCULATIONS 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. STRONG-TIE DETAILS 1�-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. ROOF AREA = 470 sq/ft / ROOF DRAINAGE I• CALCULATIONS AND V = AxRxc LTP4 PLUMBING RISER DIAGRAM I A = 470 sq/ft LTP4 R = 2" RAINFALL = .17 ft LTP4 C = COEFF. = 1,0 ;NOTES: DETAIL, "Ctt V = 470 x 1 x .166667 = 78.33 C.F. RIESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL Simpson Strong-Tie 78.33 / 42.25 VERTICAL FT. / FT = 1.86 V.F. � FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE LTP4 DETAIL "B" E l o o r-t o-E l o o r Connections Ridge Strapping DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMM13ONS DUE TO UNKNOWN OR LTP4 USE (1) 8 DIA. POOL 2'-D" DEEP = 2 V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Detail Simpson Strong-TieOR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. a Floor-to-Floor Connections 78.33 / 22.3 VERTICAL FT. / FT = 3.51 V.F. 'SEAL: DATE: USE (1) 6' DIA, POOL 4' DEEP = 4 V.F. APRIL 28, 2022 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY 1 PROJECT NO: EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. NO SUBSTITUTIONS POOLS TO BE PLACED ON OPPOSITE SIDE OF 123-2022 ' �.-` `` 3 :' DRAWN BY: HOUSE AND/OR LEADERS TO BE PIPED TO r'`' mr "°t`' BDK All framing hardware shown on these plans, POOLS (1/2 OF THE ROOF TO DRAIN TO EACH CHECKED BY: unless otherwise indicated, Is Simpson Strong-Tie, R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE ;� `" POOL MAINTAIN MIN. OF 20 FEET FROM i ' ' No substitutions are approved or authorized, M SEPTIC �. SHEET NUMBER: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION . Due to the relationships of framing hardware to ) LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS of THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A the other components of the structure, any framing COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES i G hardware substitutions will render these fans CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. :a. �y`���>-W: `=* _=��� •�-'• ;' p ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA 2 null and void, and will result in the instal(er/contractor .. assuming responsibility for the design and R301.1.1 ALTERNATE PROVISIONS WHERE TRAFFIC IS TO BE PRESENT. � ��`'? r1'.zt�• ..,�'' performance of the entire system, AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. IF A MULTIPLE POOL SYSTEM IS USED AROUND THE 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) BE DIVERTED TO EACH POOL. i(D KMDESIGN•ASSOCIATFS ac 3) ICC STANDARDS- ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) / To KEHL DESIGN ASSOCIATES �c residential & commercial design • consulting P0.Box 1675 phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.nel Line of Deck Edge Kehl Design Associates,LLC o formerly D A K Associates,LLC Jai�ii���;:-:".,rz,�•��i�r� .�" 2x8 ACQ Floor Joists @ 12 SOC. OWNERSHIP & USE OF DOCUMENTS: \ (2)2x10 ACQ Girder These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN Simpson Angled late ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection \\\ with any work or project other than for which Q-) \ 2x2 ACQ Ledger Strip they have been prepared without written consent. (4)2x10 ACQ Semi—Flush Girder REV: o Ill o �\ Q J' C) a� N cv \\ (' III 10" Concrete filled JtL\ Sona Tube on 24"x24"x12" Conc. Footing with (4)#4 Rebar E.W. with (2)#4 Stirrups in the 10" Conc. filled Sona Tubes T Porch Floor Girder and Floor Joist Detail I I I •� I— T— T SCALE: 1/2"= 1'-0" I I I WORK NOTES: I I I I I I 3_g I I I 2 8 ACQ Floor Joists @ 12"oc. I I I � � � I I I � a • I I � N I I I owl Line of Window above I I I - „ NOT FOR Line I f De(k Ede �1-0 I I 16" 1-0" Line of Window above CONSTRUCTION 2x10 ACQ Girder 4 Linp of [lieck E ge _ USE UNLESS x ' o CERTIFIED BY A a 10" Concrete filled PROFESSIONAL� `` `� s� I Sona Tube on bio o ENGINEER �lP 24"x24"x12" a o qc o Conc. Footing o �P e with (4)#4 Rebar E.W. with (2)#4 Stirrups in Existing House c 2x8 ACQ Floor Joists a c. a� the 10" Conc, filled @ 12"oc. a Sona Tubes o 3 Existing House �1 \ N 10" Cmcrete filled 10'-0" M 7 1 1 xl Sono Tube on �FY" 2624%12" �1-0#1'-0" • Core. Footing I o I 2x8 ACQ House Beam Logged to the house PROJECT: with (4j#4 Rebar E.W. o t ` ` 2x8 ACQ Floor Joists with Simpson Strong Drive Exterior with (2)#4 Stirrups in — �_ @ 12"oc. the 10" Conc. filled o \'� 2x8 ACQ House Beam Logged to the house SOWS TIMDCR SCREWS and Spacers A L ES' with Simpson Strong– Sona Exterior Ak Sona Tubes 10" Concrete filled 10" Concrete filled \ / \\\� ;i! Sona Tube on Sona Tube on � SOWS TIMBER SCREWS and Spacers 24"x24"x12" 24"x24"x12 10 Concrete filled a¢` Conc. Footing Conc. Footing Sona Tube on L1J' va 9 9 24"x24"x12" KI with (4)#4 R ar E. D o with 4 4 Rebar E.W. 2x8 ACO12 Floor Joists eb E R IEW SO I �� . w J5 ( )# ( )# o Y Conc. Footing va N 1 P�4 o with (2)#4 Stirrups in o with (2)#4 Stirrups in ��? o o with (4)#4 Rebar E.W. �Jr _2x8 ACQ Floor Joists the 10" Conc. filled the 10" Conc. filled '� x o with (2)#4 Stirrups in % o 0 0=� o \/� @ 12'oc. 1245 Sono Tubes Sona Tubes 3'_10/6"- 22 31 e q� 3' 886" N _ the 10" Conc. filled �a�Q o o Q C) o o ��/o o / -,nq s BOISSEAU AVE. s� Sona Tubes ;� o �o a z Q �- � CO a PrP Q N P�' J SOUTHOLD7 NY, 11971 2)2x10 ACQ Girder —(2)2x10 ACO Girder 2)2x10 ACQ Girder (2)2x10 ACQ Girder p O O N �-- Line of Deck Edge Line of Deck Edge Line of Deck Edge Line of Deck Edge0 — — — 4L — 70 Hnx e --�� — �— Line of Deck Edge Line of Deck Edge Line of Deck Edge Line of Deck Edge —� DRAWING TITLE: 1'-0 '-108' °'-10%" ,� s'-10 a � E'-1o8" 1'—a'� $" '-10� –10%" –10 8 -0-108 .� A• Pier & Footing Plan PLAN AS NOTED SCALE: 1/4"= 1'-0" 103 Porch Deck Framing Plan BOTTOM OF ALL FOOTINGS TO BE A MIN. OF 3'-O" BELOW FINAL GRADE SCALE: 1/4"= 1'-0" NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: APRIL 28, 2022 PROJECT NO: 1123-2022 DRAWN BY: �•1.;. E a r" BDK CHECKED BY: . ,fir t. ..' '•" R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE �S "�.���=_ SHEET NUMBER: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT ' ' LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A •—;_;R" COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THIEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF = C- (j, CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE w A101 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. Acceptance of these drawings does not authorize the right to build without the authorization 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building y 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such KMDE4(3N"ASSOQAIFS,ru 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. KEHL DESIGN ASSOCIATES �.c residential & commercial design . consulting P0.Boz 1675 phone: (631 433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.nel Kehl Design Associates,LLC®formerly D A K Associates,LLC UWNERSHIN & USE OF DUCUMLN 15: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. 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. REV: I I I I I I 10' 2" I I ' 0 I I I I i- - - - - 4 --1 -1— f ML— WORK NOTES: X Ir r I 75 I � " I w 11 Jig o 9 I Cx P o I =c-11 /�9 � o a 1 m s� CONSTRUCTION o Existing House °°��� Existing House USE UNLESS 1 ❑ k LL 'CERTIFIED BY A 1 46 Azek or Trex Decking i 1 z PROFESSIONAL I ENGINEER 0 1 1 N N N ( _ 2x6 Doug Fir Ceiling Joists @ 16"oc. _ ( 1 2x8 Doug Fir Rafters @ 16"oc. 26 kafter Nailer 2x8 ..atter Nailer ° I ❑ Io o Rug Fir Ceiling Joists @ 16"oc d 1 I Q — 2x8 Rafter Nailer I a I 2x8 Doug Fir Rafters @ 16"oc. o 0 2x6 Doug Fir Ceiling Joists @ 16'ocI ca) o 0 2x8 Doug Fir Rafters @ 16"oc PROJECT: 4x6 Azek or Trex Decking 46 Azek or Trex Decking P 1 _ (G _ � �. � °%• �r 1 1M A L E ,rte, 1 \ o CQ 1 (3)14'x74' LVL Girder (3)ld"x74' LVL Girder (314"x71„ LVL Girder 3 14"x7LLM_ Girder 3 1 0 I ❑ ❑ ❑ 1 — — — — — — •m 10" HB&G Column or Equal 10" HB&G Column or Equal----/ RE"" I E Z— — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 4 1245 36' BOISSEAU AVE. -916 SOUTHOLD, NY, 11971 ,A3 Porch Deck Plan 1A Porch Ceiling and Roof Framing Plan SCALE: 1/4"= 1'-0" SCALE: 1/4"=1'-0" DRAWING TITLE: PLAN AS NOTED NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PRDFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: APRIL 28, 2022 w, PROJECT NO: ;:� � •,"' '' 1123-2022 �s,or DRAWN BY: A For ^•~ s� GE BOK �!` CHECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE 4!, © COPYRIGHT 2022 KEHL DESIGN ASSOCIATES, LLC, ALL FLOOR PLANS AND ELEVATIONS ARE -- SHEET NUMBER: R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT R," '-� :�1� ,. /`;� ',•' LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A �. COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD—RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Al-' ' 1;'4I'`:°" / , 0 CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ' � �,,, 2 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. Acceptance of these drawings does not authorize the right to build without the authorization 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TNO FAMILY DWELLINGS (AISI—S230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such KIIrDESIGNA%0M7ES,trc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. i i iii/�;/,.,,;,i//,.•,.iii� r/ ' LE ME V y„ KEHL DESIGN ASSOCIATES �,c residential & commercial design • consulting 1 P0.Box 1675 phone: (631)433 9084 1 I IJ J Southold,New York 11911 E-Mail: ssbn654@optonline,net LAFU U L� LLl Kehl Design Associates,LLC o formerly D A K Associates,LLC 1111 t1�1lAllL Il 111 UWNLRSHIP & USE OF DOCUMLNIS: 111 il Ill 11 mill �Hlllll 11 111 1 1 11 ill H ii III II II II II 111111 II II II II I I These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection JUL ILIL with any work or project other than for which they have been prepared without written consent. REV: Ll Boltom of Window Bottom of Window 12-27-19 17 u UiLIH u u u u igffi'M 0#4#'"N kiiawffffim u — — - Top of Window — --- = --- - -- _ Top of Window I 77, it 0 0 _ � I Bottom of Window E E - - - - - - -- Bottom of endow L 7 Bottom of Door Bottom of Door OEM= ----------- WORK NOTES: NOT FOR CONSTRUCTION EAST ELEVATION OPTIONAL EAST ELEVATION USE UNLESS SCALE: 1/4"= 1'-0" SCALE: 1/4"=1'-0" -CERTIFIED BY A PROFESSIONAL ENGINEER GAF Architectural Roof Shingles Ice & Water Sheild 2x4 Ridge Pole a COX Roof Sheathing 2x6 /2x4 2x8 Doug Fir Rafters � Strongback 2x8 Rafter Nailer 2x6 Doug Fir Ceiling Joists 16"oc, PROJLCl: f"411 Bolt Simpson T down u � Simpson Hanger p Ty1`4 A L down Ceiling Joist Nailer _ — Azek Fascia (Match Existing) Azek Solid Crown Azek Vented Soffit Vented Frieze Board lx Azek Trim -� I I 1x Azek Trim Azek Beaded Soffit 10" HB&G Column or Equal 2x Packing 6x6 ACO Post (3)14"x74° LVL Girder Provide Code Approved Handrails 1245 Simpson Stropping Provide Code Simpson Tydown Approved Stairs �+ BO'SSEAU AVE" 4x6 Azek or Trez Decking SOUTHOLD, NY, 11971 2x8 ACQ House Beam Simpson Hangers El 2x8 ACQ Floor Joists @ 12"oc. Simpson Strong-Tie (2)2x10 ACQ Girder DRAWING TITLE: Bottom of Window SDWS Timber Screws Hurricane Strapping � with Spacer Simpson ABU66RZ 24 oc. Staggered Post Anchor Bolt Pattern " 10" Concrete filled, 8x18" Anchor Bolts Sono Tube on - -