Loading...
HomeMy WebLinkAbout45866-Z 6-- 7 I-S f AREA OF PROPOSED ADDITION '.M h .. . " NOTE"PROPOSED ROOF CRICKET r r �" . ) BETWEEN EXISTING REVERSE GABLE �a► PROPOSED NEW ROOF AND NEW TOWER EXISTING ROOF FRAMING TO REMAIN CONSTRUCTION I ARCHITECT EXISTING ROOF FRAMING - TO REMAIN 12 EXISTING ROOF SHINGLES TO REM 17NG 14 REVISIONS D E S C R I PT I ON AIN I 12 EXISTING I III I 1 11 11 1 1 1 1 1 1 1 111 k I I I I I I I I I I N�S, SMETAL ROOFM 12 ,2 EXISTING EXISTING 12'-C" PLATE HEIGHT RICKET I I EXISTING SHINGLES ill ll-LLL111 TO REMAIN SWEEP SHINGLES OVER 8'-3" PLATE HEIGHT CW 25 CW 25 CW 251"X10" BELT 8'-3" PLATE HEIGHT I MATCH EXISTING OSHINGLE -LLLLLJSWEEP EXTERIOR DETAIL T.O. WINDOWS o T.O. WINDOWS co Iz M M I y I co W i ® 2_1 2446 EGRESS EXISTING SHINGLES1 SWEEP SHINGLES OVER 1"X10" BELT T.O. SECOND FLOOR TO REMAIN 12 INGLES TO T.O. SECOND FLOOR EXISTING S�� I BOARD OL 8'-8" PLATE HEIGHT 8'-8" PLATE HEIGHT MATCK E)(FS•TI MATCH EXISTING SHINGLE XI SWEEP EXTERIOR DETAI 8'-1" PLATE HEIGHT T.O. WINDOWS T.O. WINDOWS — ® LINE OF EXISTING SHED a � ROOF OVER KITCHEN TO BE REMOVED FOR A NEW PROPOSED MASTER BATH CIO00 ro m o010 aEXISTING SHINGLES EXISTING SHINGLES TO REMAIN TO REMAIN T.O. FIRST FLOOR ® T.O. FIRST FLOOR FW 12 —4I LL__I w I� LL_I Li] O z � � Qo � NOTE: EXISTING WINDOWS AND DOORS ON SOUTH PECONIC LANE. ELEVATION TO REMAIN N O T E: 0 w 0 EXISTING NO CHANGE TO FRONT ELEVATION (- MATCH ALL EXISTING EXTERIOR DETAILS Q IE: WINDOW & DOOR SURROUNDS z U FRIEZE BOARDS, SIDING, RAKE BOARDS & SHUTTERS 0 � — zW � E FRON T ELEVATION E REAR ELEVATION <C (� ' 2 4" = 1'-0" � 0 Z 0 1 SCALE: 1/4' = 1 —0 ' SCALE: 1/ LLJ J U 0 THIS PRO JECT COMPLIES WITH THE 2020 RESIDENCTIAL Q 6 O CODE OF NEW YORK STATE, THE 2020 NYS IECC ENERGY CODE, NFPA 70 STANDARD NATIONAL ELECTRIC CODE", AREA OF PROPOSED ADDITION � z r- - - -- - - - - - - - - - 0 Lo 0 In PROPOSED NEW IOOF EXISTING ROOF FRAMING U0 t2 CONSTRUCTIO1 TO REMAIN 1 14 2 U ,2 IXISTING STANDING SEAM - METAL ROOF I12 RAKE AND FRIEZE I JUISTING ROOF (exisnNc) EXISTING ROOF EXIS NG (exisnNc) BOARDS TO MATCH SHINGLES TO REMAIN - SHINGLES TO REMAIN EXISTING EXTERIOR DETAILS I _ -- EXI ING HINGL S 44#4* REMAIN LF2]]5 [[Q [[Q CWJ25 ##N III Milli Willi 11 T Nq WINDOW SURROUNDS TO MATCH EXISTING WINDOW SURROUND EXTERIOR ILL DETAIL 1824 TR1824 ® ® ® EXISTING ROOF TR SHINGLES D Q NGLES TO REMAIN r SHINGLES TO ,2 , Charles M . Thomas SWEEP SHINGLES OVE MATCH EXISTING XISTING SHINGLES T TO REMAINEXISTING a r C h i t e C 't 1'•X10" BELT BOARD TO EXISTING r EXISTING MATCH EXISTING SHINGLE( 12 SWEEP EXTERIOR DETAIL IWY I PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 LINE OF EXISTING SHE PROJECT ROOF TO BE REMOVED FOR A NEW MASTER BATH i © REMOVE EXISTII QA I QA UA OO QA IIILwI 1 ® 11 WINDOW EXISTING FIRST FLOOR AREA TO REMAIN E I NG HINGL S TO REMAIN ELEVATIONS N 0 T : NOTE: EXISTING WINDOWS AND DOORS ON NORTH—WEST. ELEVATION TO REMAIN DATE: 2/8/21 MATCH ALL EXISTING EXTERIOR DETAILS EXISTING NO CHANGE TO SIDE ELEVATION PROJECT No. IE: WINDOW & DOOR SURROUNDS AWING BY. MC FRII-ZE BOARDS, SIDING, RAKE BOARDS CHK BY. & 'SHINGLE SWEEPS DWG No. E SIDE ELEVATION E SIDE ELEVATION 1A1_1001 - 00 1 OF 3 3 SCALE: 1/4" = V-0" 4 SCALE: 1/4" = 1'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. s p ARCHITECT REVISIONS D E S C R I PT I ON 23'-10" 23'-10" 15-10" 8'-0" 12'-10" ADDITION EXISTING 8'-1" 7'-9" 4'-0" 4'-0" 5-9j" 1 ,-78„ 6'-5" (EXIS ING) 26 10 LINE OF ROOF BELOW BENCH C1 5-4 1'-8" o ''' EXISTING o AREA OF PROPOSED FUR OUT EXISTING ir) d �o MUD 6� o ADDITION 131 SF _ - _ REAR KITCHEN WALL POST FRO o 6� 00 cL6 0-O V TO 6" FOR NEW ABOVE a U HEADER FW 120611-4 1 I 2446 24 6 2446 2446 3 46 2446 I1 / TEMPERED TEMP RED TEMPERED 1 EGRESS - - (3 16 ML_U SET m f�I - - HEADER II^ NEW CONSTRUCTION I I ,�(2ML 1HDR8,� � (2) 1 HDR$ ML (TYPICAL) / N 10'-6" \ 12'-2" 5'-$" I 10'-0" 3'-6" I I I 1 EXISTING s I Z o 0 0 0 s s I °°.I MASTER 41 h 7/1 Q p 0 S a�- I 1 1 I PROPOSED �, W BEDROOM x 1 WSMOKE (if cn REM WINDOW TING 1 ( o BATHROOM E ' O= L -ii J Lfto � L J F _ Z 1 00 O I Of—DETECTOR Ld o w WNE i� NDDw I N� T F- I NEW 2"X10" C.J. ° 00 ` I I I I -I o I @ 16" OC. LINE 0 EXISTING I 00 (� M I N Q I SET ® 12' AFF PARTITI N WALLS QUEEN M N 0- Z LLJ EXISTING I I I ° e TO BE REMOVED BED N o KITCHEN `� I o I ryp� of III (rY ICAL) J w I I NEW KITCHEN LAYOUT I I I > 766 M AS SHOWN m SMOKE II O"—DETECTOR I / 5 2-0 \ LINE OF ISTING F 100 0'-9" POST FRO II I (D — — — — — — PARTITIONXWALLS o I I CO" 4"X6" POS ABOVE TO BE REMOVED M LIN. EACH SIDE TO SHO ER CLOSET �t FOUNDATION _ 3) 11 �_ML�DER — ❑ ® (TYPICAL) 1 1 3'-6" C-0' LINE OF EXISTING \ _ ^ sT z LINE OF EXISTINIGAKE EXIST+ J EXISTING WALLS TO REMAIN " � _ _ M _I ~ w O PARTITION WAIAISEPLACE FLUS o u 6� Z W e z S, TO BE REMOVM KITCHEN WALL �II BATH (TYPICAL) �N P OPOSE� p W (n ��+ A (TYPICAL) \ 125 CFM EXHAUST O 6 cn - W.I. CLOS X O I O SHOWER FAN TO EXTERIOR o w M F-- EXISTING FIREPLAC . \ / 3' 4" S-10',I 2-10' 2-4" 5'-10" 3-4 L1 J RE-LINE FLUE & O Lu O RE-FACE BACK PER II EXISTING �p o nlo0 v)I j� M OWNER CLOSET ^I Q �o� °' o I oo ~ M (3) FJ II CD o �� m nU Q EXISTING �-/ I W EXISTINGGO A O BEDROOM 3 O DO v DINING ROOM v o DIO PROPOSED OWNER �-- / M 2'-10" z LAUNDRY — KEEP A TIC STAIR / / i z LI�I I000 i7 REMOVE EXISTING PROVIDE TILED SHOWER PA I _ IF CHOSEN TO /1 ---777 I"T \ & PITCH TO DRAIN O 0 2'-O" I I BEDROOM FOR NEW REMOVE EXISTING o O • ���_ i� e WASHER. VENT DRYER TO � S AIR w c EXISTING Tn LAUNDRY ROOM & " \ EXTERIOR o6 p�� I— — Z DD .-IN W C Aot HALL I �, o NEW INFILL w o " r A rn i� 7_6,. —�'�' CONSTR CTION TO w w w F MILY ROOM °° �W o I U�S H I �o1LL I MATCH EXISTING a 0 j� J O o SMOKE / raU CEILIN JOISTS 9'-6- ih o M ^ O M OS 'DETECTOR ... F, P.D. 2668 IN l�—�J — — w io r 1 `r 00 �/ EXISTING FJ M PUL owN — _ ATCH 0 Q � � ul TO REMAIN z MEUNG J06 j N PROPOSED SMOKE 7'-6" I LOCATION FOR OS —DETECTO ATTIC PULL CARBON O O EXISTING DOWN IF THE ©f-MONOXIDE SMOKE _ 12'-5" 10'-5" CHOICE IS TO DETECTOR —DETECTOR BATH ' y I O REMOVE O w C� EXISTING ATTIC NO CHANGE STAIR w u 1 ~ 0 125 CFM EXHAUST I V J M X FAN TO EXTERIOR kr n � EXISTING w EXISTING STA L v TO REMAIN ' ^I LIVING ROOM r(,�—DETOECTKE 0 7'-2" 1'- 2'-5" DN OR " CARBON N I-IDO ©---MONOXIDE 0 It PROPOSED 0S� 4'-4" 14R c� DETECTOR tn BATH >:DIDI v FNE-OF WALL-?MO M 125 CFM EXHAUST W F 4"X4" POSDo T — FAN TO EXTERIOR �6 EXISTING 0) I I EXISTING 1 I P.D. 2068 NEW CONSTRUCTION 6� CLOSETS ;,, I I FOYER EXISTING STAIR 3'-11 5'-81" 3'-4" 4'-0" " cV TO REMAIN 2 �KV EXISTING FJ EXISTING FJ TO REMAIN t�00 SMOKE SMOKE 1 h" TO REMAIN UP NI) SO�DETECTOR Of_DETECTOR � to I 9'-6" 14R ih 2._8„ ip (EXISTING) .}')(¢' POST (EXISTING) EXISTING EXISTING O � BEDROOP 1 BEDROOM 2 ? (EXISTING) (EXISTING) 0 O ZF A OD �� ON QUEEN 1 BED \OFra (EXISTING) EXISTING \ J BED - FRONT PORCH I 3'-$" j 1 I " D D (EXISTING FRG T DOOR UNIT) Charles M . Thomas (ExI nnc) (Exl TING) __ (Exl TING) (Exl TING) (EXISTING) (Ew rlNc) 9'-7 " 9'-84" 3'-118" a r c h i t e c t 4'-3" PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 EXISTING FR NT 27-68" STAIR TO REMAIN 6'-64" PROJECT V-10" 3'-10" 5-3" 5-3" S-10" 27'-68" P F I R S T F L 0 0 R P L A N P SECOND FLOOR PLAN 1 SCALE: 1/4" = 1'-0" 2 SCALE: 1/4" = 1'-0" L E G E N D PROPOSED FLOOR - EXISTING PLANS ----- - TO BE REMOVED DATE: 2/8/21 - PROPOSED FRAME WALL PROJECT No. G 8Y. MC EXISTING WINDOWS TO BE CHK DRAWING REMOVED DWG No. EXISTING DOOR TO BE REMOVED [A]_F0 0 240 2OF3 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. NOTE:SET (3) 11 �" ML HEADE LINE OF ROOF BELOW ABOVE EXISTING MASTER ROOF a AREA 0PROPOSED NEW TOWER RR LOAD TO NEW (3) 11 �" ML HEADE _ F P R 0 P 0 S E D ADDITION HEADER ONLY NOTE: SET _ _ _ _ _ ABOVE EXISTING MASTER ROOF NEW TOWER RR LOAD TO NEW PROPOSED HEADER ONLY ROOF I ' � r� ARCHITECT 4"X6" POST EACH ITYPICAL ROOF CONSTRUCTION SIDE OF ML ROOFING TO MATCH EXISTING 12 OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. 14 I 2"X10" ROOF RAFTERS 0 16" D.C. ER DGE \� ti�o I W/ HD. R-38 INSULATION REVISIONS D E S C R I P T 1 0 N N 2" 10" r ` 16' OC. EXIS NG � s �cn MA TER s 12 TYPICAL CEILING CONSTRUCTION ROPO ED W EXISTING rr EXISTING rr 1 EXISTING I I 2" X 10" CEILING JOISTS 0 16" O.C. 1 o THEM. 16' OC. E ® 16" OC. 12'-0" PLATE HEIGHT CRICKET NEW 2"Xt0" CEILING JOISTS W/ R-49 BATT. INSULATION MOK EXISTING ROOF (3) 11 J" ML 5/8" GIP. BD. FINISH -p hl w LL - C) — T. do S. 3 COAT JOB TYP CL O o p o w RAFTERS TO SINGLE PLY RUBBER ( , CL O `19 REMAIN O� e - c C14 c2 ROOFING UP 24" ON EL OB DN REAR WALL gSHO z 8'-3" PLATE HEIGHT L1 CRICKET BET ROOF TYPICAL WALL CONSTRUCTION EXI° CRICKET BETWEEN ,6 �m GABLETING AND NEW TOWER MATCH EXISTING SIDING. 6 ESE XISTING CEILING JOISTS TO REMAIN AA TYVEK HOUSE WRAP 1/2" CD X PLYWOOD SHEATHING ON 2' 10" r ` M o T.O. WINDOWS O PROPOSED 2"X6° WD. STUDS 16" O.C. 1 o LIN I N MASTER BATH I R-21 INSULATION CLOS T 4"X6" PO EXISTING I I MASTER T O m o� �N CO BEDROOM i L Z X N EXI T NG rr oO EXISTING rlw © 16 OC. N w ® 16 OC. I { T.O. SECOND FLOOR i� X v 8'-8'� PLATE HEIGHT `, I 1 / s 8'-1" PLATE HEIGHT m EXISTING LINE OF 8 tr ��� E TING J�, (3) J EXISTING FLOOR CEILING JOISTS—Tff RIEVAIN— WINDOWS PF OPOSE DJ +z LA ND Y ti J �G EXISTING � U p CU o o� �, O o KITCHEN Z: w 2: o ro 0 H co F co of i J Ul o X w w z J PU OWN E NG IDGE XIST1 G RI GE — — — — T.O. FIRST FLOOR w Y SMO<E `--� O O DET('TOR w CAR 1 N EXISTING FLOOR C-3 O RIDE SMO E Li JOISTS TO REMAIN � 0 � D CTOR O DETE TOR� 0 Z Q0 � cO i�Qy % CO EXISTING GRADE U w � 0 EXISTING �-- w 0 BASEMENT 7 3y NO CHANGE Z Q U \ o o� N Q O D Z Ld P . 20 PROPOSED Q 0 z _ CLOSET Q:� w 0 w O SMOKE �DETECTO ---D TECTOR o: ro < cc � ^ 0 U 0 LXiSIING B E D R 0 0 PROPOSED s CROSS SECTION o z SCALE: 1/4" = 1'-0" Q Er U EXISTING rr EXISTING rr ® 16 OC. 16 OC. O 0 0 w o0 U �- Ld U ` R R TO WALL STUD TO BAND JOIST w v J (14) 10d x 1 /2" FASTENER (20) 1Od x 1 1/2 FASTENER MTS16 D35 o .1 P ROOF FRAM I N G PLAN ° 3 SCALE: 1/4" = 1'-0" MTS12 ° LTP4 ° LTP4 I Uplift connectors shall bypass each other to D10 LTP4, spacing as required for prevent cross—grain shear. SSP spacing for uplift. tension of band joist. SILL TO RIM JOIST Charles M . Thomas (12) 8d x 1 1/2" FASTENER W� `o, ROOF n RAFTER TO WALL SCALE: N.T.S. a r c h i t e c t PO BOX 817 JAMESPORT, NY 11941 (631) 727-1993 Iuv PROJECT Ridge Beam I I I I WC, I Iuv uv uvl 11 HWSE I NB I WC. OVER i WASHER i SHOWER WG I I I SECOND FLOOR r I r t-tn' tn' r I 1-1/t 1-1/2• r ,_,�y EXISTING I I CONNECT TO APPROVED I r~�y I F.A.L k SANITARY SYSTEM �SINK I LAV I w.c. o„ RIDGE FRESH AIR INLET SHOWER FIRST FLOOR RAFTER MSTA i I ROOF FLOOR PLAN & a ° �o� CROSS SECTION EXISTING EASRNG CONNECT TO APPROVED P.V.C.PIPE PITCHED D58 F.AL&SANITARY SYSTEM AS PER N.Y.S.CODE Simpson Strong Tie WITH CEILING COLLAR TIES @ 32" O.C. DATE: 2/8/21 CS-20x18" MIN. WITH (7) 10d COMMON NAILS Simpson Strong—Tie PROJECT No. PLUMBING RISER DIAGRAM PER RAFTER INSTALLED OVER PLYWOOD DRAWING BY. MC n RIDGE STRAP TIE ADJUSTABLE HANGER CHK BY. SCALE: N. . DWG No. SCALE: N.T.S. SCALE: N.T.S. W-FO-073-FO0 2OF3 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS, TABLE R 301.7 CORNER AND PARTITION POSTS TOP PLATE FRAMING TO ACCOMADATE ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS VIF PIPING — R 6 0 2. 7. 2 STUCTURAL MEMBER ALLOWABLE ,� : "" <..�. 7, RAFTERS AND CEILING DEFLECTION > y' JOISTS OR APPROVED TOP PLATES RAFTERS W/ GREATER L x k ROOF TRUSS180 / 17 SLOPES THAN 4 W/NO TOP PLATES FINISHED CEILING SECOND STORY TOP PLATE- WW MM TABLE 3.1 ATTACHED TO RAFTERS TOP PLATE SEE DRILLING AND 16d NAIL AT 24" O.C. GYPSM BOARD INSTALL�� IN STUD INTERIOR WALLS AND H/180 ra JOIST IS PERMITTED TO NOTCHING PROVISIONS ACCORDANCE WITH PARTITIONS FLOORS AND PLASTERED L/360 STUD BE CUT OR NOTCHED BORED HOLE MAX CEILINGS FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX z SEE DRILLING ANC SEE DRILLING AND MEMEBERS BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS OF STUD DEPTH DIAMETER 40% WFCM SECTION 3.3.1.1.1 / OF STUD DEPTH � 1/3 SPAN 1/3 SPA WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL EXT. WALLS W/ PLASTER OR H 360 NSTALLED IN ACCORDANCE 5/8" MIN. TO EDGE STUCCO FINISHE d NAIL AT 6" O.C. WITH WFCM TABLE 3.1 EXT. WALLS-WIND LOADS L/240 5/8" MIN. TO EDGE — a �- ALL PANEL EDGES) WITH BRITTLE(b) FINISHES T 8d NAIL AT 12" O.C. ON ALL EXT. WALLS-WIND LOADS L/240 5/8" MIN. TO EDGE FOR BLOCKING JOIST ENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE a FINISHES NOTCH MUST NOT EXCEED BLOCKED AGAINST PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH TOP PLATE —BAND JOIST AND BRIDGING ROTATION IN ACCORDANCE (a) CORNER DETAIL a. The wind load shall be permitted to be taken as 0.7 times the <n OR BLOCKING SEE WFCM SECTION 3.3 WITH WFCM 3.3.1.3—END RESTRAINT GYPSM BOARD INSTALLED IN component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT w d NAIL AT 6" O.C. deflection limits herein. AND 3.3.1.4 BRIDGING ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% o BEARING ALL PANEL EDGES) BE LOCATED IN THE SAME b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH, THEN STUD MUST BE WALLI r of the cantilever. CROSS SECTION OF CUT OR 5/8" MIN. TO EDGE c. For aluminum structural members or poneles used in roofs or DOUBLE AND NO MORE THAN TWO 1 IN.x4 IN. RIBBON walls of sunroom additions or patio covers, not supporting edge of SUCCESSIVE STUDS ARE DOUBLED LAP JOIST 3 IN. MIN. CUT INTO STUD — glass or sandwich panels, the total load deflection shall not AND SO BORED cn BAND JOIST BOTTOM PLATE FOR FIRE BLOCKING exceed L/60. For sandwich panels used in roofs or walls of zp OR BLOCKING WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall i-n c� 16d NAIL AT 24" o.c. INSTALLED MI TABLE 03.1 WFCM 2015 SBC HIGH WIND EDITION not exceed L/,20 TABLE R 301.2.2.2.1 WFCM 2015 SBC HIGH WIND EDITION w e � SILL PLATE JOIST o . SECTION 3.4.3.1 .1 FIGURE 3.3B WALL BRACING ADJUSTMENT FACTORS BY ROOF e e CRAWL SPACE °G 8d NAIL AT 6" O.C. ON ALL SECTION 3.4.2.1 .1 FIGURE 3.3 A SUBFLOOR FRAMING MEMBERS AT PANEL COVERING DEAD LOAD OR BASEMENT MONOLITHIC EDGES AND 12' O.C. ON ALL NOTCHING AND BORED HOLE LIMITATIONS ROOF/CEILING ROOF/CEILING NOTCHING AND BORED HOLE LIMITATIONS FOUNDATION ° SLAB—ON—GRADE (b) INSIDE CORNER DETAIL FRAMING EDGEMBERS NOT AT FOR INTERIOR NONBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING NOTCHING AND BORED HOLE LIMITATIONS EXTERIOR CORNER FRAMING FOR EXTERIOR BEARING AND INTERIOR ROOFONLY 1.0 1.2 2x4 CONTINUOUS BEARING WALL NON—BEARING WALLS: R602.6 (1 )& ROOF PLUS ONE STORY ,.D 1.1 LATERAL BRACE AT 6 O.C. N FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) Uj TYPICAL WALL, FLOOR & ROOF FRAMINGO JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED LiWIND—BORNE DEI3RIS PROTECTION FASTENING SCHEDULE 2-10d NAILS (n N FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE TRUSS OR CEILING JOIST 0 W FASTENER SPACING inches z SEE STUD TO RAFTER FASTENER SPAN 4 FEET 6 FEET BLOCKING SECTION A—A C PPLE TUD T PICAL OR STUD TO STUD DETAIL GABLE END TRUSS —?> 0 TYPE <_ 4 FEET < PANEL SPAN < PANEL SPAN ENDWALL4 ONNECTORS Q < 6 FEET < 8 FEET 1/2^ SPACINGS A A R QUIRED o ALLOWS E CH SIDE N0. 8 WOOD SCREW 16" 10" 8" HOLDDOWN NAIL8dr Q ANCHOR WITH 2" EMBEDMENT INSTALLATION HEADER STUDS FULL LENGTH LENGHT DOUBLE A A WA STUDS 5d COOLER NAILS AT 10" O.C. � Q STUD (MIN.) ° NOTE: 2"x4" BLOCK NAILED TO EACH _ (_ RR J� CORNER STUD AT HA DW RE ° o CONNECTED TO BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS NO. 10 WOOD SCREW 16" 12" 9" HOLDDOWN o TRANSFER SHEAR TYPIC L AT EACH END OF HEADER AND ANCHOR WITH 2" EMBEDMENT (HDU) o ° ° CONN CTO S N UP AT BOTTOM OF HEADER STUDS IN GYPSUM BOARD z LENGHT NOTE: SIMILAR REQUI ED ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7" O.C. W ° ° CONNECTION AT EA H SIDE CO NUP R WALL STUDS AND AT TOP AND ° FOUNDATION. BOTTOM OF CRIPPLES 20 GAUGE STRAP • 2-16d COMMON ° 01 NAILS AT 6' D.G. FLOOR BRACING AT END BAYS w 1 WITH LAG SCREW BASED ANCHOR 16" 16" 16" SIDE WALL ° END WALL TYPICAL FRAMING AND UPLIFT 10-8d NAILS ud WITH 2 EMBEDMENT WFCM FIGURE 3. 6 CONNECTIONS FOR OPENINGS Q W LENGHT I ) SUBFLOOR 8d NAIL AT 4" O.C. ENDWALL STUDS 1 a. THIS TABLE BASED ON 180 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. I Iry FACE OF FOOTING CEILING BRACING GABLE ENDWALL b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. '— FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. BAND JOIST Of 0 12" MAX. ( WFCM FIGURE 11 ) c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN "' ; AILS BASED ON EMBEDMENT LENGHT OF NOT LESS THAN 2" INTO THE BUILDING FRAME. o LL SHEAR WALL REQUIREMENTS FASTENERS SHALL BE LOCATI=D NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. L� UL TOP PLATE U w d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING JPROVIDE RAFTER TO VIBRATION—RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT H NO CEILING �_ RIDGE TENSION STRAP � DIAPHRAGM CENTER 2x BLOCKING RIDGE HANGERS IF USE 8-8d COMMON NAI S 0 LESS THAN 1,500 POUNDS. ° H/2 BUT NEED OT �y �`^�� JHBUT NEED NOT REQUIREDON SHEATHING JOINT RAFTER TAILS ARE NOTWOOD STRUCTURAL PANELS SHALL HAVE A MNXMUM THICKNESS OF 7 16 INCH 11.1 m ° ° EXC ED 15 FT. AX. ED 40 FT. MA . STRAPPED TO TOP ,11VEACH END OF 1-1/4 0 � � � HOLDDOWN ° CORNER STUD � ,, 15,/32 WOOD STRUCTURAL PANES 20 GAUGE STRAP (HDU) o ° ° CONNECTED To BII``A�ISEDBON FACE AND �REQUIREMENOS PLATE OF WALL BELOW z ROOF RAFTER o 0 o TRANSFER SHEAR FOUNDATION CLEARANCE SLOPES GABLE ENDWALL BALLOON FRAMING 0 FROM 20 GA. STRAP— DOUBLE PREFERRED METHOD STUD (MIN.) z 14" WIDE MIN. AT HARDWARE 8d NAIL AT 12" O.C. ON o e RAFTER Q W/(8) 8d NAILS HOLD DOWN ALL FRAMING MEMBERS EACH SIDE BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES WINDOW AND DOOR OPENINGS: GYPSUM BOARD' Z RIDGE BEAM (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM W ♦^ 16d NAIL AT V, 4..J FLOOR TO FLOOR PH)5 24 O.C. RIDGE TENSION STRAP DETAIL CZM TABLE R301 . 5 NOTES CONNECTION ° N FOR Sk 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING -- EXTERIOR WALL STRAPPING SCHEDULE 8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. T O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN AREA HOLDDOWN USED T A B L E R301 . 5 / LENGTH NUMBER OF CAPACITY OF HOLDDO NS NOTES SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND NAILS EDGES) SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO C' S I m son S t r o n Tie RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 9B5 LB PER EVERY RAFTER OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION r p g 8-8d TO STUD CONNECTION NAILING SCHEDULE (TABLE 3.1, CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 MINIMUM UNIFORMLY DISTRIBUTED LOADS ( PSI ) A 3 5 C h i m n e v Framing 2-8d TO PLATES WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE Z 1 FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 4D-8d 1005 LB PER EVERY STUD TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT CONNECTION ) OUTSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD LIVE LOAD - 3RAFTER RIDGE DETAIL STUD TO SILL PLATE SIMPSON H-8 5-Bd TO STUD 745 LB EVERY STUD REQUIREMENTS. USE R00F 4-8d TO PLATE GYPSUM BOARD c.8d NAIL AT UNIFROMDLYADI DISTRIBUTED LIVE LOAD OR A 300IR TREADS SHALL BE POUNDED F OR THE C o * NOTES: SIMPSON STRONGVA TIE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OTRESSES. Ul F 4 SQUARE EXTERIOR BALCONIES 40 (� CO3 SCALE: N. T.S. ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SIZE PER MOST RECENT SDELOG WALLPANEL dCAESINGLECCONCENTRADTEDELOADEAPPLEDERNSANY DIRECTION AT n' CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND EDGES) ANY POINT ALONG THE TOP DECKS 40 TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR _ NAIL PENETRATION INTO FRAMING IS ACHIEVED. ti WOOD STRUCTU WALLS. RAL fGUARD IN — FILL COMPONENTS (ALL THOSE EXCEPT THE PASSENGER VEHICLE GARAGES 50 L ®II * INSTALL THROUGH FIRST FLOOR SHOE. PANEL INSTALLED IN HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED Cz Lco �I ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 x ® NAILING SCHEDULE 16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED Cn J NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE m �I (TABLE 3.1, WCFM 2015 Q 24 O.C. LOAD REQUIREMENT. ATTICS WITH STORAGE 20 ® HIGH WIND EDITION) U g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS � ® z FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR ROOMS OTHER THAN SLEEPING ROOMS 40 ® 8d NAIL AT 6" O.C. ON CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30 AT PANEL EDGES AND (B) INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE 12" O.C. ON ALL PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO FRAMING MEMBERS NOT ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER AT PANEL EDGES BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS 200 SHEET NO. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE r-2-'-� CORNER BRACING DETAIL TOP THE BOTTOM CHORD AND BOTTOM ANY OTHER TRUSS 0 MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET: 8. EXTERIOR CORNER FRAMING OR1. THE FRAMEDC AREA OPEN OPE ACCESSIBLE BY A NING ACCORDANCE WITH UsECTION0WN 807 1TANDAY • 3 SCALE: N. T.S. 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN Simpson Strong Tie 2:12. HDU h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. (TABLE 4 WFCM 2015 HIGH WIND EDITION) TABLE 2 WFCM 2 015 HIGH WIND E D I TI 0 N ) The design of this structure is based upon prescriptive approach using the SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2015 130 MPH COPYRIGHT 2015 SBC CONNECTIONS RESISTING UPLIFT LATERAL & SHEAR LOADS published by The American Forest and Paper Association. Non- Structural lements G E N E R A L N 0 T E S: • r° r �. NAILING SCHEDULE are based upon the 2020 NEW YORK STATE RESIDENTIAL CODE. _ 17, MAX. ANCHOR BOLT SPACING (INCHES) ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 1. All works shall be performed in accordance with all state, RESISTING SUPPORTING For the Climatic and Geographical Design Criteria, see Table R301.2(1) on municipal, local zoning p and building codes and ordinances •� i JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING 5 s" ANCHOR BOLTS 3s sheet no. 1 p 9 g COMMON NAILS 1 - FLOOR / having jurisdiction and best standards of construction All non engineered lumber to be Douglas Fir 2 or better nS LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 26 g g # practice. 4-8d PER RAFTER Wind Limitations-Section R301.2.1 The American Institute of Architects Conditions shall apply RAFTER TO TOP PLATE TOE-NAILED 1. PRESCRIPTIVE LIMITS ARE BASED ON A SUMPTIONS IN TABLE 3. Design Criteria-Section R301.2.1.1. (See Table R301.2.(4)A for Wind-Born Debris to all work performed on this project. 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANDCHOR BOLT SPACING SHALL NOT EXCEED THE Protection Fastening CEILING JOIST TO TOP PLATE TOE-NAILED 4-8d PER JOIST LESSER OF THE TABULATED. g Schedule For Wood Structural Panels) 2. The Contractor shall verify all conditions at the site. Any2� `' 3. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 130 MPH, discrepancies must be brought to the attention of the Architect CEILING JOIST TO PARALLEL RAFTER f-ACE-NAILED) 9-16d EACH LAP Live Load-Section R301.5 prior to commencement of construction. The Contractor shall be Light and Ventilation-Section R303 responsible for corrections not reported once he has started work CEILING JOIST OVER PARTITIONS FACE-NAILED 9-16d EACH LAP Minimum Room Area-Section R304 except for hidden job conditions. z Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and p COLLAR TIE TO RAFTER FACE-NAILED 6-Sd PER TIE Sanitation-Section R306 equipment incorporated in the work will be new, and that all work _ 2-8d EACH END Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects for a period BLOCKING TO RAFTER TOE-NAILED Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. F TRIM BOARD TO RAFTER END-NAILED 2-16d EACH END Garages and Carports-Section R309 4. The Architect shall not be responsible for the construction .means, a_ Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety WALL FRAMING Means of egress-Section R311 precautions and programs in connection with the work, and he Landing-Section R311.3 shall not be responsible for the contractors failure to carry out v Ramps-Section R311.6 the work in accordance with the construction documents. The TOP PLATE TO TOP PLATE FACE-NAILED 2-16d (SEE NOTE 1 PER FOOT TOP PLATE AT INTERSECTION Stairwa y- � Section R311.7 Architect shall not be responsible for the acts or omission by FACE-NAILED 4-16d JOINTS - EACH SIDE Handrail-Section R311.7.8 the contractor No changes shall be made in the documents w 2-16d 24' D.C. Guards-Section R312 STUD TO STUD FACE-NAILED and/or the building as designed without the expressed written a Smoke Alarms-Section R314 consent of the Architect. 16d LPE O.C. ALONG EDGES 5. The contractor and all subcontractors shall maintain continuous Carbon Monoxide Alarms - R315 HEADER TO HEADER FACE-NAILED Foam plastic-Section R316 insurance coverage statutory policies (Worker TOP OR BOTTOM PLATE TO STUD (END--NAILED) 2-16d 2X4 STUD Flame Spread and Smoke-Section R315 3-16d 2X6 STUD Insulation-Section R316 Compensation, etc.) and general liability in an mount not z 4-16d 2X8 STUD Dwelling Unit Separation-Section R317 less than $ 5 million and automobile liability and damage o Moisture Vapor Retarders-Section R318 coverage not less than $ 2 million. The Architect shall be in N FACE-NAILED 2-16d (SEE NOTE 1,2) FOOT Protection Against Decay-Section R317 named insured on any and all policies. w Protection Against Termites-Section R318 6. Provide 0.025" of a meatal shield, other than aluminium, over fibrous o' Site Address-Section R319 insulation at all perimeter sills. FLOOR FRAMING JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED `- Accessibilit Section R320 7. All wood in contact with concrete or masonry to be Wolmanized 4-Sd PER JOIST Elevators and Platform lifts -Section R323 or pressure creosoted. 2-8d Flood Resistant Construction-Section R324 8. A single station smoke detector alarm device shall be installed BRIDGING TO JOIST TOE-NAILED EACH END in each bedroom, on all floors and shall be all interconnected per code. BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3-16d EACH BLOCK Foundation-Chapter 4 9. All bathroom without operable windows to be mechanically ventilated Design based upon presumptive load bearing values of sandy gravel and or gravel as per New York State Code. LEDGER STRIP TO BEAM FACE-NAILED 3-16d EACH JOIST at 3000 pounds 10. Heating to be designed to provide 70 degrees F. with outdoor 3-8d PER JOIST per square foot. Contractor to consult Arcitect if different soil materials are designed air-temperature of 0 degrees F. and 15 MPH wind. JOIST ON LEDGER TO BEAM (TOE-NAILED) found upon excavation, 11. All electrical work to be in accordance to the rules and Q BAND JOIST TOJOIST END-NAILED 3-16d PER JOIST or test hole, for alternative footing and foundation wall design. regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is to be presented to the Owner at the completion of the job. � N BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 3-16d PER JOIST Foundation Notes: 12. Plumbing Installation to comply with State and Local codes ROOF SHEATHING 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing and the sewage disposal system to meet Health Department standards. Lli Q 8" poured concrete foundation wall, 8'-0" high, 3000 # test 13. Do not scale drawings. Use figure dimensions only. (n UJ ^ f STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TC 16" OC 8d 6" EDGE 6" FIELD Minimum depth-Section 403.1.4, 48' minimum coverage to top of footing 14. All work to conform to the rules and regulations of the New York l v Energy Conversation Construction Code. All glazed area to be double 16 x8" poured concrete wall footings, 3000# test glazed and all exterior door to hove insulated cores. Q GABLE ENDWALL RAKE OR RAKE TRUSS W 0 GABLE OVERHANG 8d 6" EDGE 6" FIELD 2-1 3/4%11 7/8" Microlom Girder (or 3 1/2"x11 7/8" Power Beam) 15. The insulation protection as indicated on these plans exceeds z W 4" poured concrete floor slab with 6x6x 10 mesh and vapor barriers. Q GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OUTLOOKERS 8d 6" EDGE / 6" FIELD Dap proofing at exterior foundation below grade-Section R406 16. These nd drawings and specificationcation are instruments of service and - GABLE ENDWALL RAKE OR RAKE TRUSS W1 LOOKOUT BLOCKS 8d 4" EDGE / 4" FIELD 30"00"x12" deep poured concrete column footings, 3000# test shall remain the property of the Architect whether the project for 3�:CEILING SHEATING Q CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT which they made is executed or not. They may not be used Q Deck and porch flootings as noted, 3000# test, 48" minimum buried depth on any other project except by written authorization of the Architect. GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD 17. Architect has not been retained for site supervision, on-site U Foundation wall to extend a minimum 8" above finished grade inspection and certifications as required or requested by the Owner, Q WALL SHEATHING All footing to be carried down to undisturbed soil contractor or local building department. No footing shall be set higher than a 30 degree angle from any other footing J STRUCTURAL PANELS STUDS SPACED UP TO 16" OC Sd 6 EDGE / 12„ FIELD Pour no concrete on frozen ground or in freezing water. Q Provide 3 1/2' steel lally columns. Q Backfill shall not be placed against the wall until the wall has sufficient UPLIFT - CONTINUOUS PATH CONNECTORS strength and has been anchored to the floor above, or has been sufficiently CC (..- braced to prevent damage by the backfill (Section R404.1.7.) USE SIMPSON STRONG-TIE CONNECTORS G Floors - WFCM Prescriptive Method. FOLLOW PRODUCT SELECTION GUIDE AND z " EDGE 10" FIELD Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. INSTALLATION MANUAL FOR HIGH WIND RESISTANT GYPSUM WALLBOARD 5d COOLERS 7 / Draftstopping - Section R502.12 CONSTRUCTION CATALOG C-HW02 W Fireblocking - Section R502.13. z Q ANCHOR BOLTS IN FOUNDATION USE: W Floor Construction: SST828 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie r- 3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING U210 2X6 0 v 1 Floor joists: see Foundation and Floor Plans, spacing as noted. Q Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER UJ W 2-2x6 ACQ sill with termite shield and sill seal. LTP4 16" O.C. AT EXTERIOR PERIMETER Q Finish floors per agreement. AND GARAGE/HOUSE COMMON WALL 4-10d x 1 1/2" FLOOR SHEATHING Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END Wallfroming and finishing shall be nailed and or screwed in accordance with GARAGE STUD GARAGE SILL PLATE USE: STRUCTURAL PANELS WFCM, Table 2 and Section 4 NOTE: " �' 1x6 fascia, wrap SSP CONNECTOR AT 16' O.C. 1' OR LESS 8d 6 EDGE / 12 FIELD Overhangs as noted. USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING GREATER THAN 1" 10d 6" EDGE / 6" FIELD Vinyl vented soffits.Alluminum gutters and leaders. Siding: see Elevations. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2" X 5" LAG Tyvek housewrop. MTS 36, 16" O.C. BOLTS AT 16" ON CENTER 1/2" plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. USE (4)-8d NAILS AT EACH END 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE: 1/2" Gypsum wall board MSTA 36, 16" O.C. 5/8"Type X GWB in garage. (2) layers J" GWB at fire partition USE (4)-8d NAILS AT EACH END Simpson Strong-Tie o 1/2" MR GWB in wet areas RAFTER TO STUD CONNECTION USE: p g T_At least one window in each sleeping room shall comply with the exit reqirements MTS 36, EACH ROOF RAFTER U210 2X6 N of section R310. USE 8 16d NAILS AT EACH END Note drilling and notching limitations in figure R602.6(1) for bearing walls and RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST Z figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER fl SIMPSON STRONG - TIE Follow exterior corner framing detail figure R602.10.5 4-10d x 1 1/2 U 1 1/4" COIL STRAP - DECK POST TO CONCRETE CONNECTION USE: » Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles PBS44A FOR EACH POST 16 O.C. USE 4-8D shall have minimum of six (6) fasteners per shingle (section R905.2.5) z Underlayment application (Section R905.2.7.)nailing see table 3.8 DECK POST TO GIRDER CONNECTION USE: NAILS AT EACH STUD SIMPSON For roof slopes of two 2 units vertical in twelve 12 units horizontal 17- PC44 FOR EACH POST MIN OVERLAP IS 12" SIMPSON H-8 USE W/ONLY 8" ANCHOR BOLT (14") percent slope), ( ) ( ) ( o 5- 8D TO STUD ONE SILL up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie 4- SD TO PLATE PLATE IN BP-3 PLATE MTS12 ® EACH JOIST (EVERY STUD) STUD TO SI 7' MINIMUM EMBEDMENT underlayment e U210 2X6 (SEE ANCHOR SCHEDULE, shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PORCH POST TO DECK USE: ATTACH T •a AT EACH DECK/PORCH JOIST ON DWGS A-3.1 AND A-3.2) underlayment felt layers with and starting at the eaves , fastened sufficiently hold in place. to PS720 (ALIGN WITH JOIST BELOW) r, SIMPSON PORCH POST TO GIRDER USE: f'S720 � "F-J %" HDU Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment,[M PORCH ROOF RAFTER TO GIRDER USE: o Ilk • overlapping H2.5A AT EACH ROOF RAFTER °°° ° (14) SDS Y" X 3" WOOD SCREWS o successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-10d x 1 1/2" r, 7" MIN EMBEDMENT For roof slopes of four (4) units vertical in (12) units. TYPICAL PORCH DECK LEDGER U N °• (SEE FOUNDATION PLANS A-3.1 AND ° °D '• •° Ice Protection Section R905.1.2 - �n °� A-3.2 FOR LOCATION ° ( ) CONNECTIONS ,o '' (MINIMUM DOUBLE STUD) ° Underlayment in High wind (Section R905.1.1) O D�A SIMSON STRONG - TIE Flashing (Section R905.2.8) ° ;o,• a a e . , 1 ° » » Chimney and firespaces - Chapter 10 STU �'2 BEARING PLATE •4� n n c•°D u�� o. „ 1 1/4 COIL STRAP - 16 O.C. Energy Efficiency - Chapter 11, see attached report Mechanical - Chapter 12 DOUBLE 2X MIN. 0� D .'4 ."Aa �. a d' , USE 4-8D NAILS 0 EACH STUD, General Mechanical System - Chapter 13 FOR HEADER OR 4 � � � n •� °D . � °D . ° 'ed Heaitng and cooling equipment - Chapter 14 BEAM �• al; a Exhaust Sustem - Chapter 15 } , Q•o, 1'0 °D Duct System - Chapter 16 .� Z e`� • °• do DOUBLE TOP PLATE MTS30 ROOF RAFTERS Combustion Air - Cha ter 17 Simpson Strong-Tie _ Chimneys and Vents - Chapter 18 AC4 CCSSP Plumbing Part VII AT EACH POST o SEE PLAN a 1 3/4" IMUM °. •e- n Flood Zone - 301.2.4 ('n EDGE DISTANCE ;•44 a ,D \HEADER- LSTA21 ': I : v++ FLOOR TO FLOOR D Simpson Strong-Tie 4) CONNECTION KING STUDS CS20 1'/a" COILED Y2" THREADED ROD STRAP. MIN 12" REQUIRED FOR STU 1/2---,, JACK STUDS OVERLAP AT EACH V L 00 SIMPSON STRONG - TIE - SIMPSON STRONG-TIE STUD 1 14" COIL STRAP / H2A 2"MINIMUM CNW NUT COUPLER o 16" O.C. USE 4-8D SIDECOVER U C� AT EACH ROOF e NAILS AT EACH STUD RAFTER USE 8-16D \ I MIN EDGE ®® MIN OVERLAP IS 12 �0 JACK NAILS AT EACH END, SILL DISTANCE*.. .. 12" MIN OVERLAP PER RT2.5 •••,�. : `a. V •e a e COMPONENT A a o••. SHEET NO. STUD TO ROOF RAFTER STHD8 ' . 4 %. . :;.P .•4;• MIN EDGE FLOOR TO FLOOR Simpson Strong-Tie DISTANCE* WRAP UNDER SILL PLATE CONNECTION TYPICAL STRAPPING FOR AB *NOTE: SEE MANUFACTURERS MIN. OVERLAP IS 12" CONNECTIONS: AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR SILL PLATE TO RIM JOIST AND FRAMED OPENING EXTERIOR WALL CANTILEVER CONDITION INSTALLATION RIM JOIST TO STUD CONNECTION WALL- TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS -F KITCHEN NO Af1ERldT GUNGE I ,..ems-l� Q—PE - , 2-4' �AT LINE OF EXISTING FOUNDATION WALL FNTG 120611-4 , I �O ARCHITECT m D BM �qi]'-9' R!p� a yi• yU _,;Sc2' 12' LINE OF EXNSONG I I I I I AMEND ME L. �• IT �, / 1 p I �' E D E S C R I P T 1 O N EL 2'- BENCH FOUNDATION WALL ————————_ ■■■ ` ��!!H�I G • _ ►s+ REVISIONS J J c1 d 2/8/21 REVISION 4._2. fo- 9 -------I- 'q26210 12'POURED CONCRETE STEP) I I y2 d 13 UNEXCAVATED 31 i a I a 4'POURED CONCRETE SLAB ON a b PAT10 •j •I I C WELL COMPACTED POROUS FILL =I a BLUESTONE PAVERS _ I I� BLUESTONE PAVERS ABOVE I I o � •I I0 WI I 29-6 I I B'P.C.FOUNDATION WALL W/(2) #5 BARS TOP&BOTTOM (CONTINUOUS)ON 16'WIDE BY A 12'DEEP SPREAD FOOTING IF ----------- I I _. JAN 2 2025 Es -- - ---— 36'HIGH HANDRAIL PER NYS CODE-- -- - -- 36'HIGH HANDRAIL ER NYS CODE _ L—= WE OF FOUNDATION WALL ———————J f -> PLANTER PLANI7ER •I I B'iJ11' I 4'-5• 15• —5_F— g I 4'-5• I �'-iU 5 I •I {C'_^,h°�lr'��`�Stn-� Nt 1 M)^a:ES[P'vtY ]'-B' 2'-Y 4'-6• 7-O' 4'-6' 21'-T •w I C---- ENE OFF'OUNDAnONWALL ----] I II•.' ': i.°.�[Y6 /\ W I ` ._�..-te a-, - - -" •' :e.n.s-+:-r_— _ r,r�o--_-i-_�. — - n . __ - ...__ _-...�_ _ J - - 12-POURED CONCRETE STEPS -- O W O 21'-2' 3-B' -B' o U P A T 1 0 P L A N F O U N D A T I O N P L A N LEGEND Q //� Z W - -- 1 SCALE: 1/4'a 1'-0° - - -- - _- -_- Y SCALE: 1/4'=1'-0' X� -ETOSTING HOUSE FOUNDATION WALL w W U z O 4 NEC -EXISTING PATIO FOUNDATION WALL Q W r\ o cl w oW Lo0 ztiz ,412 12 12 W II W E ROOF DGSIwG� �4 E-L I 9Iw=G1Es ro RdAw STAWwG 9AY EIg51wC STANDwG 5 YEEAL ROOF 9EAY IAiTAL ROFF G 12 EpSDNG� ExR11NG SHwCIS ro RdAw 25 25 25 2 Nil 2 C 2 3046 TRRI M4 2448 2448 Ou 2448 �° Charles M. Thomas -- FDOSIDVG91wYE5 �ETDamc ro RUM $ r C h It 6 C t E mTwc PO BOX 877 JABMRT, NY 1017 (631)727-7993 FREE T E%L511NC 91WCLE9 IRRE OF DGMG HWGE TO RUM [Ell O4THANDRAR NNE OF EIDSTNC © PER NYG CODE UNE OF D RU TO PELdAw� HWY ro PdAW XOU9:ro RDIIIII FWG T B t-4 b'—HANGRAD. ]G'WDH HMNRAR PER NYG CODE EL 2-4' ELEVATIONS BWYSIONE PATIO T4S01 O o O o O o o O GATe 1/2/25 PROECT a DMv+O BY. YC DRO Ne \ A 001 00 1 REAR ELEVATION SIDE ELEVATION SIDE ELEVATION 1 SCALE: 1/4•= 1'-0' 2 SCALE: 1/4'= 1'-O' 3 SCALE: 1/4"- 1'-0• THESE DRAWINGS AND ACCOVPANYNG SPEOFICATIONS.AS INSTRUMENTS OF SERVICE ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBUCARON SHALL BE RESTRICTED TO THE ORIGINAL SI7E FOR WHICH THEY WERE PREPARED.REUSE.REPRODUCTION OR PUBLICATION BY ANY METHOD.W WHoLE OR IN PART.IS PROHIBITED EXCEPT BY WRITTEN PERN690N FROM THE ARCHITECT.71RE TO THESE PUNS SHALL REMAIN WITH THE ARCHITECT.MSUAL CONTACT PATH THEY SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTONS