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ADDITION Aq,uebogue, New York
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dated March 25 , 2019
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PARCEL 107-4-8. 1 PROPERTY INFO:
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EX15ti ng Lot Area : 24,791 .9 1 5q.ft. z
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Use: Re50ence C
�� HOu5e Area . 1 220 5q.ft.
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Ex15ting Lot Coverage: 4.9%O
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o Addition * Garage: 9205 6[.ft. Q
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G'-O" 22'-2"' Rear Deck: 209 5q.ft.
NEW ENTRY > Entry Deck: 24 5q,.ft.
DECK
Tota I Area : 22735 ft. �P�E OF NES,yo
o TOTAL LOT COVERAGE: 9 . G%
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N80°39'50"E 56.07'
OLE JULE LANE N74041'1 O"E 52.53' QOpESSiONPv 5 I e
UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW
GENERAL NOTES: _
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• The information on this set of construction documents is to relate basic design ELECTRICAL NOTES: FEfTROW5KI N
intent and framing details. They are intended as a construction aid, not as a z C9
substitute for generally accepted good building practice and are in compliance with p in — p
current 2020 New York State Building Codes and the 2018 IRC. The general contractor • All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include Z Q [� Z
is responsible for providing standard construction details and procedures to ensure a installation of fixtures*specifications as indicated on plans. Light fixtures to be supplied by
professionally finished,structurally sound and weatherproof completed product. owner and installed by contractor. GFI outlets required at bathrooms and exterior areas. Install z
all outlets as per code. All work is to be done in strict accordance with the New York State Code
• General contractor to coordinate all subcontractors, scheduling of work and w
interaction between trades. by a licensed electrician. All new switches*outlets to be Leviton,Toggle, supplied#installed Q �
by contractor. Contractor to do all hook-ups as required for bathroom fans, cooking exhausts and ADDITION N p �
• The contractor is responsible for ensuring that all work and construction meets provide wiring as required for gas fireplace and cooking appliances.
or exceeds current federal, state and local codes, ordinances and regulations, etc.
These codes are to be considered as part of the specifications for this building plan. FRAM I NG NOTES:
• If in the course of construction,a condition exists which disagrees with that as
indicated on these drawings, the contractor shall stop work and notify the designer
4 the engineer immediately. Should he fail to follow this procedure and continue work, • All lumber is to be Douglas Fir#2 or better at I G"on center If)
he shall assume all responsibility and liability arising therefrom. . All wood framing in contact with concrete or masonry is to be pressure treated. 'ACQ'designation O
• Dimensions take precedent over scale-DO NOT SCALE DRAWINGS. refers to current arsenic-free treated wood standards and shall take the place of'CCA! i
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• The designer has not been engaged for construction supervision and assumes no • All TJI's are to be installed in accordance with the manufacturer's specifications and shall include �-
responsibility for construction coordinating with these plans, nor responsibility for L
construction means, methods, techniques, sequences or procedures or for safety
squash blocking web stiffeners at bearing points on girders and other load bearing areas t6
precautions and programs in connection with the work indicated. There are no • Structural Steel ASTM A3G- FY= 3G KSI i O
warranties for a specific use expressed or implied in the use of these plans. >- Lo
• All straps, connectors, plates, bolts, nails, etc. are to be galvanized. Designated connectors, straps,
• Contractor to provide hardwired smoke detectors, with battery back up,and with = N in
no intervening switches, on all floors and in each bedroom. Verify with local code etc. on these drawings are my by Simpson unless otherwise indicated. All connectors,straps,etc. are to be -u3- Z ,
requirements as per Section R317 New York State Residential Construction Code. nailed/bolted in accordance with the manufacturer's specifications. U N
Install carbon monoxide detectors as per code. „ 3
• All floor sheathing is to be a AC type plywood, tongue 4-groove and shall be glued and screwed to c6Lnv
the floor Joists(G”o.c. edges t 12"o.c. field) U � O
FOUNDATION NOTES: Solid blocking is to be installed every 8'-0"max. or mid span of all floor Joists with spans exceeding C N � O
• General contractor to review plans, elevations and details to determine 8'-0". Blocking is to be installed at all point load bearing points.
intended heights of finished floor alcove typical grade. • Install double foists under aft partTtrons running parallel
• Footings shall bear on undisturbed soil within bearing capacity of 1.5 tons/sq.ft. • All exterior wall headers to be as indicated on floor plans*sections and all interior
Concrete shall be FC = 3,000 PSI @ 28 days headers are to be 2- 2"x 10"unless otherwise noted. All headers exceeding 5-0"shall have a double C)
Jack stud with a single king stud 4 on exterior walls provide double sill plate(typical). 11J Z
• Concrete on 4"sand or gravel fill minimum, with GxG- 10/10 welded wire mesh (S) O
reinforcement. Interior slabs to be placed on G mil. stabilized polyethylene vapor • Provide insulation baffles at aqua vents between rafters and soffit vents as indicated O
barrier. Welded wire mesh is to be placed in the top third of the slab and is to be on plans Q
adequately supported by precast concrete bar supports to assure that the reinforcement . Exterior flashing is to be adequately installed at all connections between roofs,walls, Generated by RESciheck-Web Software 0 Q
is held in position during concrete placement and finishing. chimneys, projections and penetrations as required by approved constrction practices. CLI■ ■ Q
• Isolation Joints are to be installed between the slab and the walls. Use preformed
Compliance Ceftificate
joint filler that is to be cut 1/2"below the slab surface and the resulting Joint is to be filled FLOOR PLAN NOTES:
with an elastomericjoint sealant.
General contractor to install cop-r-tex(or copper)sheet metal termite shields • Dimensions shall take precedent over scale drawings, DO NOT SCALE DRAWINGS
between all wood surfaces that are exposed to concrete or masonry surfaces. All interior walls to be covered with�'gypsum board with metal corner reinforcing. All Project Petr4b"dski Residence
• Dampproof exterior of foundation wall with a bituminous coating; Foundation drywall products, including gypsum board, screw,joint compound, tapes�trim shall be U.S. W u
excavation upon approval of building department inspections. Gypsum Co. or approved equal. All joints shall receive 3 coats of joint treatment. Sand final Ererg y Code. 2019 IECC OF N n
coat to a uniform smooth surface. All walls, ceiling and interior of closets to be taped and OF
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spackled, 3 coats, ready for paint. 5 .p O in
PLUMBING � HVAC NOTES: Construction Type: Single-family J. M Zl �- � v
• Interior paint to be Benjamin Moore, walls"WHITE DIAMOND"and ceilings white, unlessProject fuse: Netiv COt15#rUieti�n - O� rr� 9� [V/
• otherwise decided by homeowner. All interior trim 4 mouldings to be satin"white diamond". Concitio^ed Flccr Area: 1,940 ft2 �,
All plumbing work shall be done by a duly licensed plumber and must conform and adhere r_ ', LL_
to all New York State buildingcodes*safety re uirements. • Glazing Area 17% f
Y q Insulation ratings and installation locations as indicated on floor plans�sections. � W L
Climate Zone. 4 (5331 HDQ) 4 N }
• If wall plates or joists are cut during the installation of plumbing fixtures or equipment . Interior doors to be solid core wood; style le to be determined. Interior trim to be = N
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contractor must provide appropriate bracing to tie framing back together. I x4 casings with s sill and backhands; Metro Collection MCBS 12 base mouldin r'' z
9 a 9 Pe.mi_Nu. bei: A ��
• Plumber to supply and install tankless, on demand hot water heater. • All bath t-kitchen area walls and ceilings adjacent to wet areas to have water resistant ROFESSIONP� o
• Plumbing fixtures to be suppled by owner, installed by plumber. drywall, and provide cement board for all areas set to receive tile. construction Site: 0titi'tte�jAgent: DeSigie*jContraCtsYf: U
2 795 Ute Jule Lane undefined uncefired P
• Mechanical subcontractor is responsible for adhering to all applicable codes and • Kitchen to have countertops as selected with ceramic tile, subway backsplash; all baths R1=_t`_itu:k,NY urde`;ned Z
safety requirements. to have ceramic the floors and surrounds as selected by homeowner.
• HVAC subcontractor to fully coordinate system data 4 requirements with the 6
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equipment supplier er and pprovide final system layout drawm9 and submit it togeneral contractor, . .-
owner and equipment supplier for final review 4 approval. ConFi%ce 2.3 betcrThan toila
Mar n•-irr U.4: 112 ray•u:,: 129 r•'-1.T,L•n SI-;C; 0.48 Y.1.1•S-16C 0.27
Tho 1.NMf cd*•7 arcS'ta hc,.ir, i 52sM an ex:�ra�r•5.1 rum::.
• Mechanical system to be 3 zone with damper controls on second floor. Include CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Ii=�_���t�rnv�,ar rnma[ea•anony,ctc a co-:r reiaave is a r rrn�r-ceec lar, o
optional hydrating air system within. v
GROUND SNOW LOAD 20 Ibs
• HVAC to vent all dryer cooking exhausts. BASIC WIND SPEED 130 mph Envelope,Assem bl1,es
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SEISMIC DESIGN CATEGORY z r
WEATHERING SEVERE Ui v
Ce lirg 1:Flat ted ng or Scissor Truss 61B 33.D 0.0 D.030 D.026 20 18
FROST LINE DEPTH 3'-0" (n m
TERMITE MODEZATE TO HEAVY Vial' 1:Wood Frame,16'o.c. 786 15.D D-D 0.077 0.06D 50 39 WDoor
ICE BARRIER REQUIRED YES SHr-1_{plass C._ 0.26 40 0.300 0.32D 12 13
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FLOOD HAZARDS X Window 1:Viny'iFibergiass Frame:Dcisb'e Pane vi,th CZ
Low-E 94 0.270 0.320 25 3o LU
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SHGC. 0.27 3
DE51GN LOAD CALCULATIONS Fleorl: Uncondi`_m^ed 6F5 30.0 0.0 0.033 0.04F 22 32 C) z
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MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(Ibsf) t omfit,a�ce Starerenr: ale proposed building design described rere is consistent rritr.the building pans, speci`ications, anc ov-er U 6
TABLE R30 1 .0 cslcu'at,Dnssubmi1tea vrth the permit npolica:icr;. lne p,opcsec bu Id ng Pas been designe-Jto meet the 201B IECC recuirements in z o
EXTERIOR BALCONIES Co REs_t;eck Vers on. PEScheck-Web a^,d to comply with the r•sncatcr/requirements listed it the RES=neck Inspection Lr.eck'ist. Q N
DECKS 40 z
ALLOWABLE DEFLECTION OF STRUCTURAL MEME13ERS ATTICS WITHOUT STORAGE 30
Name- td:e Signature Ua:e
STRUCTURAL MEMBER ALLOWABLE DEFLECTION ATTICS WITH STORAGE 40
Rafters having slopes greater U180 ROOMS (OTHER THAN SLEEPING ROOMS) 40
than 3/12 with no finished ceiling SLEEPING ROOMS 30
attached to rafters CRITERIA FOR CALCULATION OF DEAD LOAD
Interior walls 4-partitions H/180 ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A.
Floors t plastered ceilin s U3 GO ARCHITECTURAL GRAPHIC STANDARDS
All other structural memebers U240 SNOW
Exterior walls with plaster or H/3GO GROUND SNOW LOAD 25 Ibs.
stucco finish SEISMIC
Exterior walls- wind loads with U240 DESIGN CATEGORY B Prcjeet Title: Petroviski Residence Report date: OWl27121
brittle finishes WIND Data filename: Pago 1 6f 9
Exterior walls- wind loads with U 120 WIND SPEED 130 mph I
flexible finishes EXPOSURE CATEGORY B t t
UNAUTHORIZED ALTERA TION OR ADDITION TO THIS ORA WING AND RELATED DOCUMENTS 15 A VIOLA TION OF SEC. 7209 OF THEN Y.S. FOUCA TION LA W
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I x 10" RIBBON BOARD p I 1� 3 ' DIAMETER STEEL I . ' I �o C N EXISTING GRADE — —
3'-0' BELOW GRADE, MINIMUM
CONTINUOUSLY AROUND u !ALLY COLUMN BURIED IN \/
II IIU PROVIDE BEAM POCKET IN 24"X 24" X 12" POURED IBERGLA S DKYWELL
..Uv' FOUNDATION WALL; SIZE ° I N � CONCRETE FOOTING, TIP. I c 41I� _ /STEEL INFORCING; FOUNDATION NOTES:
IIQ A5 REQUIRED TAR ALL I _ NEW BASEMENT ROVIDE P.C. SLAB,
II SIDES (TYP. ALL AREAS) I z NEW FOUNDATION WALL �,o. 2868 o J ITCHED WITH DRAIN DAMP PROOF PERIMETER OF FOUNDATION Z
I N AND FOOTING; POURED CONCRETE <5A. WALL, CONSISTENTLY ALL AREAS (f) O
11 N (I N SLAB "SHELF" @ EXISTING FOOTING W: v • DOUBLE JOISTS UNDER ALL PARTITIONS O
cX —
I4'-4" ROV. EP XIED #4 STEEL
RUN —
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co '' NTNG PARALLEL tL
0.
N NTO FOU DATION WALL ALL ' PROVIDE BRIDGING THROUGHOUT ENTIRE
O Q
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p z I • 4"TtG PLYWOOD SHEATHING ABOVE TO
I _ _
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- - - - - - - - N = BE GLUED and SCREWED; ALIGN w/ EXISTING
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BASEMENT AREA- NATURAL GAS CL a'
z OR PROPANE FIRED FOR
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NEAT/COOL SYSTEM TANKLESS POCKET INTO EXISTING 2'-2" up
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Imo- INSTANT HOT WATER HEATER FOUNDATION WALL II FOOTINGS
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p I LOWER FOUNDATION WALL LLJ
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INTO EXISTING FOUNDATION
WALL t NEW WALL ABUTTING U
(TYPICAL ALL AREAS) I o I Z
GARAGE
_ _ _ _ __ _ _ _ _ _ _ _ __ _ __ __ __ __ _
EXISTING DROPPED GIRDER 4" PDURED CONCRETE SLAB
AND COLUMNS TO REMAIN ON COMPACTED FILL WITH tu,
W.W.M. G X G/ I O X 10
GAUGE WIRE (TYP. ALL AREAStn
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SECTION I ( 5ECT10
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Q 2xG"ACQ LEDGER BOLTED D I LOWER FOUNDATION WALL HTT SERIES D
X-04 2-2xG" TO HOUSE FRAME WITH 5" c HEIGHT AT DOOR OPENINGS HOLDDOWN o Z
"L.EDGERLOK" SCREWS @ I G" O.C.;
Z�tRDE HANG D.J. FROM LEDGER WITH o ji. o . . o. FU
SIMP50N LU28 CONNECTOR PROVIDE 51MP50N PHD5
TYPICAL ALL LANDING REAS HOLDDOWN (IYP. 2)
G"X G" P05T ON 12" 3'-0" POURED CONCRETE ANCHORS AT ALL CORNERS �P�E OF fk,Y
SONOTUBE W/POURS E A RON @ GARAGE DOOR SECTION sE ION THROUGHOUT 5 g J. 0
CONCRETE FOOTING secnoN �P ?Z9,�
20"X 20"X 8"d. -I 114.. a'-3" -I._9.. a'_s"
_ i a•' O
22'-2z"
T
A �\e
57 �a
FOUNDATION PLAN 567 5cl.ft. BASEMENT °FEss10 P`
SCALE: 4" = I ,-o,,
UNAUTHORIZEIJ ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS IS A VIOLATION OF 5EC. 7209 OF THE N.Y.S. EDUCATION LAW
N
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SECTION SECTION •.: :`.'"' :::.
A 2x8 CT 32" OC A ®®®®® ® /�\/�\ �\/ Q- Z k
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ATTIC- J w N RUNOFF NOTE:
UNHEATED, UNFINISH ID N�
�, -1ECT10ti SECTION Gutters continuously around;
z Q B C Leader locations as per � Z
Installer-all leaders dram to O
UCLEAN SAND GRAVEL 4"0 PVC pipe to new drywelis. O
CZ.Q O C�j
2xlORR@ IG" OC O � (V/
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12 I 3I+ ��
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2x I b RR @ I G" OC
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Z z v 4'- e' P TE HEIGHT W rn
FROM TT C SUBFLOOR r-o" ROOF NOTES:
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PROVIDE FLASHING f- DOWN GAF 30 year architectural asphalt IIN 8
ll
o roof shin le over entire roof area. }3
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O FRAMED CRICKET AT
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M/ DZ RAFTER/WALL INTERSECTIONo New areas to receive 15# felt over z
J" CDX Plywood sheathing with Ice
V 17
z z az x Weather Shield at all perimeters °Q
U N and valleys. U
lc� O11 Gutters continuously around; z
Leader locations as rer "
I I e" LVL RIDGE 3OG8- ni installer-all leaders drain to
I PROVIDE INSULATED DOOR 4" 0 PVC pipe to new drywells.
12 U w/SELF CLOSING HINGES 4 U w
i Qq ATTIC- DOOR SWEEP 6
x x ROOF RUNOFF CALCULATIONS:
9
EXISTING RIDGE N N
UNHEATED, UNFINISHED N N
° 2380 x . I G7 x 7.5 = 2980 gallons of runoff
LINE OF RAFTER/ LINE OF RR/CT INTERSECTION � @ (1) 1'-0"x 8'-0" 0 capacity = 300 gallons
TIE NTTI`RSECTION +%- 7'-5" ABOVE ATTIC SUBFLR 2980/300 = 9.9
I 12 Runoff Containment Requires:
U �C9 9 (I) 4'-0"deep x 8'-0" 0ring OR equivalent IV
z z O O (provides 1200 total capacity) LLJ
w POST TO RIDGE w 00WALL LEGEND:
WHERE SHOWN °C Ua U (J> m
TYPICAL ALL LAYOVERS- I I ON PLAN �O 2x4 STUD FRAME EXTERIOR GABLE END WALLS W r�
CLI Cz BOLT TO RAFTERS W/g" ���� P��� ,2x I O RR @ 16" O FRAMED @ 16" ON CENTER. PROVIDE 75 PLYWOOD
I c� LAG BOLTS t WASHERS J c9 x J � >- SHEATHING ON EXTERIOR, HOUSE WRAP *SIDING;
Z �� �, z_ N J`L o N INTERIOR TO BE LEFT UNFINISHED, EXPOSED FRAMING IL_I
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ILOQ - 2x4 STUD FRAME WALLS COMMON TO STAIR WALL- 3
p�O J PROVIDE R-1 5 INSULATION WITHIN " DRYWALL TO z
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02x 10 RR @ I G" OC 9 z
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12 Z
EXISTING RAFT ER OVERHANG N 9�
AND SOFFIT TO REMAIN SECTION
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10'-0" E SECTION SECTION <) 0
SECTION B C =4!
ROO F P LAN SS ovk '
SCALE: 4" = I '-0" 7
UNAUTHORIZED ALTERATION OR ADDITION TO TH15 DRAWING AND RELATED DOCUMENT5 15 A VIOLATION OP SEC. 7209 OF THE N.Y.S. EDUCATION LAbV
1 1 S' LVL RIDGE N
SIMPSON C520 in U O
CONNECTOR(TYP. ALL) z
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ARCHITECTURAL ASPHALT - g U Q }
ROOFING WITH 15# FELT _ 2x8 CT 32"OC
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OVER 8' CDX PLYWOOD
WITH ICE*WEATHER SHEILD exp
@ PERIMETERS VALLEYS
3
0
ATTIC L
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BOLT ALL CJ TO RR w/ 2-2CB L
I x8 AZEK FASCI CEN TER U
BEADED VENTS INY SIMP50N H7 CONNECTOR U
SOFFIT; OVERKMIG A
SHOWN 2x 10 CJ @ I WOC ` _
-da. z �
O N
U _
R-13 WITHIN WALL
COMMON TO BATH \-2- 2x 10 HEADER ABOVE s
SLIDING DOORS; FfflN O
C520 STRAPPING
MASTER BATH DINING �o o
0 2x4 STUD FRAME EXTERIOR
2x4 INTERIOR MOISTURE RESISTANT 3 WALL @ I G" O.C. w/R-1 5 INSULATION,
STUD PARTITIONS GYPSUM BOARD IN g" CDX PLYWOOD SHEATHING, HOUSE
2"X G" ACQ SILL PLATE BATHROOM AREAS WRAP t HARDIE SIDING ON EXTERIOR BOLTED THRU POST w/ _ LLJ Z
OVER TERMITE IELD 3 (2) -2' CARRIAGE BOLTS
OVER SILL SEAL a PLYWOOD SUBFLOOR k —
PROVIDE 51MP5 N C520 2x8 FJ @ I GOC 5i xG DECKING 2- 2x8 ACQ GIRDER \"\' O ~
W/ LPT4 CONNE 3- 9 2' LVL DROPPED GIRDER 2x8 ACQ DJ @ I G"OC /; 1. \1 O Q
R-30 INSULATION
GxG ACQ POSTS w/ABU44
8' DIAMETER ANCHOR BOLTS CONNECTOR @ SONOTUBE .r'
W/7" MIN. DEPTH @ 48" O.C. ` u
W/MIN. 3"X3"X'"WASHER PLATEol 2"X 8" ACQ LEDGER BOLTED � ' Zit' ✓ ah �'"'
a @ 3�' DIAMETER STEEL LALLY TO HOUSE FRAME WITH 5" m 12" 50NOTUBE w/POURED
COLUMN BURIED IN BASEMENT "LEDGERLOK' SCREWS @ I G" O.C.; CONCRETE FOOTING
8" POURED CONCRETE 24"x24"x 12" POURED HANG D.J. FROM LEDGER WITH 20"x 20"x 8"d. rE �U r
CONCRETE FOOTING _. -` -
FOUNDATION WALL W/ SIMPSON LU28 CONNECTOR (TYPICAL ALL FOOTINGS) -.-,,�,_:,.,.;.0.,�.4;.�....,; .�:,-.q,;�s" W �
P-4"X 8" d. FTG.; PROV. Ln
Q`
2- #4 REBAR IN FOOTING �?
(TYPICAL ALL AREAS) NAILING SCHEDULE 0
"NOTE: CONCRETE SHALL BE 4" POURED CONCRETE 2e1a',",'ccD ?a\'!ccvSTRJc-cvv7AvJA! rV Ln
W Ln
PC = 3,000 PSI @ 28 DAYS SLAB ON COMPACTED FILL JOINT DESCRIPTION NAIL QUALITY NAIL SPACING LL_
FOOTINGS SHALL BEAR ON W
ROOF FRAMING N
y`O
UNDISTURBED SOIL WITHIN PaFTERTo?cPPLAT! Tc`NAILLD ,'-o"e',aL!:3-ad =ER RA ER
BEARING CAPACITY OF
10'-0"V:'aLL:3-861 "??aFTlR Q 4J
1 .5 TONS PER SQUARE FOOT CEUNG JUST TO TCP PLATE TC`_NAILED 8'-0'V-!ALL:3-8d '!R JOI5T z
I U-0"%VALL:4-861 PLR JOIST L
O
C!I!i'.'C-JUST TO PaPALL!!RA.TLR `AGE NAILED SEE TABLE 3.7 lACi LAP V1_
"All
I CEI!I'!G JC'5T LAPS CVfK PARTITION5 FACE!JAILED SEE TAB!`3.7 '_AC-I LA? U �
BUILDING SECTION A - L
GOLLa.RTIE 7C?�-T°? FAGS NAILED .,EE TABLE 3.4 ?lRTIE z
,_CCS".'GTO Ry=TE? TC!NAILED 2-861 !ACI END
SCALE = I I-Ou �:':!3CA?J TC?�_' E-0 NAILED 2-1 Gd lAGi END
4
U
WALL FRAMING
6)
TC'?_ATE TO TO''_AT! FACE V.3IL LD 2-1 Gd ' '!R`OOT w
TC'P_ATLS AT I"".5lCTICNS FACL NAJL_D 4-1 Gd JOINTS-lAGi SIDE
uT'JD TO STJD FAC!NAIL`_D 2-16d O'C
-iEAXK TO 1EADEK FACE'JAILED I Gd 16"C.G A_ONG EDGES N
TO'CR SCT TCM PLAT=TO STJD !ND NAILED 2-I 661 PLR 2X4 STJD 0
3-1661 PER 2X6 STJD U
Figure 3.7a Ceiling Bracing Gable End wall GENERAL WIND PROTECTION CONNECTION NOTES ecTTC•:I'LATE TO FLCOR JOIST, 4-1661 ?:K 2X8 5T JD
Adapted from Standard for Hurricane Resistant Residential Construction; SSTD 5.ANDJC.ST,!vD JOIST.CK B_CCKING =ACE NAILED 2-1 Gd - PLR FOOT
2x4 Continuous Truss or Ceiling Joist 10-99 and 2018 SBC Hicgh Wind Edition Wood Frame Construction FLOOR FRAMING W
t Lateral brace at 6'o.c. 10d Nails Fasteners and Connecters for Wood Frame Construction JOIST TO SILL,TC'PATE,Ce GPD--K Tc=NAILED 4-ad 'E?.JCI5T z i`
2 1061 Nails at 12"o.c. Gable BRIDGING TO JC15T TOE NAILED 2-861 !AC1 E1:D UI
End I . A continuous load path between footings, foundations walls, floors, studs and 5LcCK!`:GTOJCi5T TCL NAILED 2-8d !ACiE%D
I^
i 5--CCI":G TO 5!-,L OR TCP PLATE TOE NAILED 3-1661 !ACi BL GCC ( J
Truss roof framing shall be prcvided.
'----�� LEDGERSTR.PTOBEAM FACE NAILED 3-1Gd =ACiJGI=? iLJ
JCST ON LLDG!KTO BLAI TC!NAILED 3-8d PLRJCI5T Q m
2. Approved connectors, anchors and other fastening devices not included In SAND JOIST TO JOIST JVD NAILED 3-1 Gd PE JOIST
the Standard BuildinCDde, Section 2306 of IBC shall be used in accordance SAND JOIST TO 5 LL CRTC'P:AT! Te!NAILED 2-I Gd PER FOOT
--'� with manufacturer's recoimmendations. ROOF SHEATHING W o
'k 4"E !\IE-;E?!DG!ZONE- 16"O/C-G"AT PA':LL EDGL5 }
561 Cooler Nails at 10"o.c. 3
3. Metal plates, connectors, screws, bolts, and nails exposed directly to the STRJCTJRAL Px<!L5 ad AND AT r- 5J"GATS 1N T1! F.LLD z
�
2"0"Block nailed to each weather or subbJect to salt corrosion in costal areas, shalt be stainC'E- I G"C.'C-G"AT?A%f-, EDGES A'JD 1 2'AT
less steel or ad N ._ AT-5J?'c7.5 IN T1!PA' F,'- D �-
0
Gypsum Board hot dipped galvanized. FCR ROOF 54!ATt Ii NG':'7i1N 4'-0'OF Ti`PERI'ILT!R EDGE OF TH!ROOF.INC!JDING 4'-0"ON EAC-I 510!OF Ti!RCC'PEAS,TiE 4'-0"PERIMETER U
20 Gage Strap EDGE ZC':!ATTAC'I LENT R`_CJIQE\IfNT5 51AU BE USED. z en
5d Cooler Nails at 7"o.c. 4. Where windows and doors interrupt wood structural panel 5heathin and Q
10-861 Nails Each p p 9 CEILING SHEATHING z
End of Strap siding, framing anchors or connectors shall be provided at the top and bottom GY'SJ\I%1VALL5CARD 5d CCCL`_RS 7'EDGE/ 1 C"FIELD
Endwall of cripple studs, header studs, and at least one stud at each side of opening.
Studs WALL SHEATHING
. ocf ng ra'
5. Ridge straps shall be attached to each pair of opposing ST RJGT'Jp,AL PANELS rafters except where I I2" c i 2°I I ga.x 1.5Ga'Gal x.Ro 16"head) 31
collar ties of I xG or 2x4 lumber rs located in upper third of attic space and 251:32° t 1,3a.G,11-,.Rocf ng n,) 3'EDGE I G"F!`LD
attach to each pair of rafters. c.1 2"x 1.7 YL.X.3/,5h ead) -
G. Uplift connectors shall be provided at each rafter bearin F'a!? ca�D P.A`!5 25 6' 6d 3'EAG!16°FI!!D
p p g' 25!32" 861 3'!DG!!6"F:`_LD
GY=5J1A V,1A__5CARD 5d CCC=P5 7"!DG!t 10"�1!_D
7. Floor to floor hold-downs to be provided every 48, and every I G" within 4' EDC!2C'.E- 16'C;C-G'AT PAN!L!DGL5 A'D 1 2•AT
of exterior corners. 1ARD5CARD 861 5J11C;7S I`J Ti!PAN!_F�E_D
!?'CP.ZC`J!_ I G"C,'C-G'AT?ANLL EDGES AND 121 AT
8d -!?'.IED A'E SJ"C?T5 hl Ti`PAN`_F.`LD
8. Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the FLOOR SHEATHING
foundation with anchor 201t5 having a min. bolt diameter of 5/8" and 3"x 3"x 5TaJCTJRAL PANELS- I'CR Ll5S ad G'EDGE/ 1 2'FIELD
IAT washers. A minimurn of one anchor bolt shall be provided within G to 12
inches of each end of each plate. Anchor bolts shall have a minimum embedment za l,rg reg,^eine is a e rased en-,,2Y!sheathing ra led G inches C.G.at the Fanei edge. If v:a' sheathirg is rated 3 inches O.G.at the panel edge to ohta r
of 7 inches in concrete/masonry foundations. Anchor bolts shall be located h ghee eiiear c3pcites,rating recri-emc^ts fc�structu�.Y memhers eh.,"he douhled,o,il
within 12 inches of corners and at spacing not exceeding 4 feet on center. • V her s:,n sheath ng is ccrtmucus c er co,nected memhers,the tahu!ated num�er of na's 9ti31 he permitted tore reduced to i-1 6d nal per feet.
UNAUTHORIZED ALTERAROM OR A001 ROM TO THIS DRAWING AND RELATEO DOCUMENTS 15 A WOLATIOM OF5EC. 7209 OF THE N.Y.S. EOUCA ROM LAW
N
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I I Z' LVL RIDGE o o N
U z
(f� Q z
PROVIDE VENTED BAFFLES
I I Z" LVL RIDGE z Li
BETWEEN RAFTERS w/ R-30 BATT
2x8 CT 32"O INSULATION, THRU ALL PITCHED J �
Q
CEILING AREA OF ATTIC STAIR U Q
2- 2x8 HEADERS ABOVE COLLAR TIES TO ALIGN
ALL ATTIC WINDOWS; 2x I " RR Ep I c OC w/FRONT GABLE RIDGE
C520 STRAPPING 12
2x4 STUD FRAME EXTERIOR J +
GABLE END WALL @ I G" O.C. i
w/8"COX PLYWOOD SHEATH(NG, �� ATTIC
HOUSE WRAP t HARDIE SIDING'
UNFINISHED TO ATTIC SIDE LL N
L �
ca
PROVIDE C5 I G FLOOR 4" PLYWOOD 5UBFLOOR
TO FLOOR STRAPPING 2x 10 CJ @ I G"OC 2x 10 CJ @ I G"OC >
8' FIRE RATED DRYWALL = N z L?
3- 118' LVL DROPPED ON WALLS AND CEILING N
GIRDER THRU GARAGE N
8'-0"X 8'-0" DOORS w/ i Ln
2- 9:!" LVL HEADERS ABOVE i R-1 5 WITHIN WALLS N O
C520 STRAPPING i O
� 3-2'' DIAMETER STEEL LALLY COMMON TO GARAGE 7F
COLUMN BURIED IN t ATTIC AREAS ATTIC MASTER
24"x24"x 12" POURED STAIR CLOSET
CONCRETE FOOTING
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LLJ
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PITCH SLAB TOWARDS (s) _Z
(n O
DOOR @ -L'/ FT. 2x8 FJ I G"OC O 1—
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R-21 INSULATION -- o �
o Z 4" POURED CONCRETE SLAB =_
<L �
m ON COMPACTED FILL WITH II I I I II II
W.W.M. GxG/I Ox 10 GAUGE WIRE —III—III=III=
BASEMENT -I I 1=11—III—�'
=III-III-111;''
STAIR 1=1 I 1=1I 1=1I 1=
=1111'IITH' UNEXCAVATED LLJ
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BUILDING SECTION 11811 Lu
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UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.r.5. COUCARON LAW �,
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118" LVL RIDGE v z
5IMP50N C520
CONNECTOR(7YP. ALL)
z_
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12 U Q
9� oNoED
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ATTIC O
BOLT ALL CJ TO RR w/ 2- CB
DOUBLE JOIST R-38C INSULATION u
WHERE SHOWN ON WITHIN CEILING ABOVE 51MPSON H7 CONNECTOR
PLAN GARAGE L
2x 10 CJ @ I G"OC I x8 AZEK FASCIA, CENTER Ln
BEADED VENTED VINYL -�
3- 1 1 8' LVL DROPPED GIRDER SOFFIT; OVERHANG AS = z
JOISTS DIRECTION °,. SHOWN � N
N
CHANGE @ EACH
Ln
SIDE; TECO TO
DOUBLES, TYP. U O
2x4 STUD FRAME EXTERIOR (L/ No
Ll + Eo GARAGE WALL @ I G" O.C. w/K-15 BATT INSULATION,
8" CDX PLYWOOD SHEATHING, HOUSE
WRAP 4 HARDIE FIBER CEMENT SIDING;
8" GYPSUM BOARD ON GARAGE INTERIOR
2xG ACQ SILL PLATE LLJ z
PITCH SLAB TOWARDS ( OVER TERMITE SHIELD C)
71TDOOR @ g'/FT. OVER SILL SEAL; O �_
PROVIDE SIMPSON C520 CL p
4" POURED CONCRETE SLAB W/LPT4 CONNECTORS
o ON COMPACTED FILL WITH tL Q
m W.W.M. GxG/I Ox 10 GAUGE WIRE 8" DIAMETER ANCHOR BOLTS
W/7" MIN. DEPTH @ 48" O.C.
W/MIN. 373"x8"WASHER @ PLATE
8" POURED CONCRETE
FOUNDATION WALL WITH
KEYWAY* 1'-4"X 8" FOOTING; in
BUILDING SECTION "Dill1
PROVIDE 2- #4 REBAR WITHIN - I?
WALL it FOOTING. DAMP PROOF O r-
I I �" LVL RIDGE SCALE: 4' = I '-O" PERIMETER OF ALL AREAS �/ v
Wm
LL
lLJ y
2x8 7 @ 2"0 � Q 3
REMOVE EXISTING SKYLICHT EXISTING ROOF STRUCTURE:
2x4 STUD FRAME EXTERIOR �� �� ¢ PATCH RR/SHEATHING RIDGE, CT, RAFTERS, SHEATHING U
GABLE END WALL @ I G" O.C. AITIC +.� ALL TO REMAIN THIS SECTION
w/e" CDX PLYWOOD SHEATHING, z
HOUSE WRAP * HARDIE FIBER Z 10 @ G" CC \ L
CEMENT SIDING. REMAINS - - -
UNFINISHED TO ATTIC SIDE w
PROVIDE CS I G FLOOR 14 R- C I U ION _ NEW 2- 2x 10 CROSS TIES 5ET @ 9'-0" HEIGHT _
I� �1 I 1 11
TO FLOOR STRAPPING 2x 10 CJ @ 16" OC 2 WHERE SHOWN IN ROOM
EXPOSED CROSS TIES
i
PROVIDE FLASHING @ TO BE WRAPPED w/ I x R/
3- 9�' LVL HEADER FLUSH SIDE WALLS; 2xG FRAME MATERIAL LU r
TO EXISTIN RAFTER PLATE RAFTER CRICKET TO Z -
2- 2x8 HEADER ABOVE co
ALL WINDOWS; OUTSIDE CORNER U� v
67)
C520 STRAPPING
NEW DINING ROOM TECO EACH RR EXISTING LIVING ROOM LL.1 r
2x4 STUD FRAME EXTERIOR " OUTLINE O EXISTING @ NEW HEADER Q -
TO REMAIN; PATCH ANY �
EXTERIOR WALL, RAFTER SURFACES MATERIALS
WALL @ I G" O.C. w/K-15 INSULATION, TAILS t-OVERHANG TO AFFECTED BY CONSTRUCTION W y
8" CDX PLYWOOD SHEATHING, HOUSE BE REMOVED
WRAP t HARDIE SIDING ON EXTERIOR; ALIGNS J15FLOOR }
" DRYWALL ON INTERIOR >C) z
z 4" PL OOD SUBFLO R
NEW 2x8 FJ @ I G" OC EXISTING FLOOR STRUCTURE TO REMAIN U
REMOVE EXISTING z
E}'ISTING CRAWL Q
RIM *SIT NEW FJ TO REMAIN z
4" PC LEDGE ON EXISTING SILL
-' BASEMENT EXISTING FOUNDATION
WALL, FOOTING t SLAB PSE OF NEW y
DUTCH WALL ALL TO REMAIN
S J.M.4
V L
s� 0
ARO SSION�
BUILDING SECTION IIEII 10
SCALE: 4" = 1 '-o" UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW
a' o
\ �O N
UPPER SHEARWALL:I� DOUBLE TOP PLATE p
CHORD
BOLTS TYPICAL HEADER I I - 1\ \\ 3/8"PLYWOOD SPACER Q (\ z
CORNER BRACKET Q
CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS BOLTS OR AS PER PLANS I I ANCHOR6mm BENZ STEEL PLATEMTS24C RAFTER TIE z_
ONE OR TACO SIDES m
BY 5IMP50N OR EQ. III II I I \ I Q UJ
ANCHOR BOLT TYP.AT WIN. HDR. II J II R \ QQ
II II I I II II °�� WOOD HEADER/WOOD BEAM Q p
g 1 a I
• I I I I I R.R. AT I G"O.C. AS PER PLANS /�yNQ REFER TO FLOOR PLAN
NOTCHED RAFTER THREADED ROD WALL TO FOUNDATION oW Ij(_I 1._(2)2"xG"JACK STUDS
RAFTER DBL.TOP PLATE AT llII 2NG'KING STUDS
RIDGE DOUBLE PLATE r' SECOND FLOOR OR HEADER DETAIL (TYP TO BOTH SIDES)
RIDGE I I I ----- I AT SINGLE STORY
NOT TO SCALE �
ANCHOR
CORNER BRACKET CORNER HOLD-DOWN DETAIL I 114"X24"20 GAGE
BOLTS N.T.S. II II I i II HEADER STRAPS TYP. 4'-0' DBL-2XG TOP PLATE
LOWER SHEARWALL METAL HOLD- II II II II II AT 2ND FLR. EXT. _ TYP. 4I
DOWN STRAP � 1Nc—�.. WALLS USE Sd COMMON NAILS @ G"
SHEARWALL TO SHEARWALL I I I( I I I I I I '
TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING 38-16d SINKER I I 2'XG"WALL FRAME @ I G"O.C. O.C.AT FIELD AND 4"@ L
SHEARWALL HOLD-DOWN DETAILS NAILS AS PER 3-2"X4"WD STUD II II II- =:=:-II II EDGES-REFER TO PLANS N J
N.T.S. MANUFACTURER —@ CORNER TYP. I��I �I I 1/4"X24"20 GAGE FOR DESIGNATED AREAS 4-1 s
Ella
NAILED II II II II JACK STUD STRAPS TYP. 2XG BLOCKING TYP. }0- to
PORTION 2"X4"SILL i II II AT 2 SIDES OF OPENING AT SEAM AT ALL
PLATE b BLDG. CORNERS = z Lo
RIM JOIST TYP. 2XG WD STUDS AT N
PROVIDE 1/2"SPACING yµ RIM JOIST I G"O.C.TYP. 75 0 v N
RAFTER DBL.SILL PLATE 5/8"CDX EXTERIOR GRADE Lo
BETWEEN THE END STUD w+" (6 em=u O
AND THE 2 OTHER STUDS 1 #4 REBAR IN °_ I I/4"X24"20 GAGE PLYWOOD SHEATHING TYP. S O�
FOR ALLOWING ANCHOR BOLT ( � HEADER STRAPS TYP. — U � O
RAFTER HOLDDOWN INSTALLATION CONNECT CORNER STUD SHEAR CONE-MIN. JLJAT EACH STUD RIM JOIST AS PER PLANS N :
TO TRANSFER SHEAR 12"LENGTH — — —.—
TOP PLATE FASTEN WITH(2)16d 30"MIN. FOUNDATION
TOP PLATE —� COMMON NAILS @ 6"O.C. REBAR LENGTH WALL TYP. WALUHEADER
WALL STUD 1/2"MIN.
WALL STUD SIDEWALL ENDWALL FROM CORNER NOT TO SCALE
NAILING DETAIL(ELEVATION)
NOT TO SCALE
TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION SHEAR WALL CORNER CONNECTION METAL HOLD-DOWN!UPLIFT ANCHOR TYP I CAL WALL STRAPPING DETAILS � 0
NOT TO SCALE 0 F-
2ND.FLOOR WALL STUD KING STUDS ft0
2ND.FLOOR PLATE CRIPPLE STUD
WOOD JOIST WOOD JOIST R U FLOOR BOARD
RIM BOARD HEADER
BLOCKING JOIST HANGER
1ST.FLOOR TOP PLATES JACK STUDS
GIRDERMEADER
LSTA21
WOOD GIRDERWOOD JOIST 1ST FLOOR WALL STUD LLJ
TYPICAL HEADER CONNECTION RIDGE
OL
JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDERMEADER
I
TYPICAL MULTI-STORY CONNECTIONS W Ln
1ST.FLOOR WALL STUD 0 LJ
TSTA RIDGE STRAP Lu
}+ HTT22 CONNECTOR AT EACH RAFTER I 1�I V
1ST.FLOOR PLATE Q 3
SUBFLOOR SILL GASKET srroe Z
WALL STUD WALL STUD RIM BOARD ® TERMITE SHIELD r of
BOTTOM PLATE BOTTOM PLATE 'p
BATHTUB SUB FLOOR DOUBLE SILL PLATE DBL.SILL PLATES ® ?: RIM J015T U
DOUBLE JOIST DOUBLE JOIST (TO OVERLAP JOINTS) OPENING ANCHORS-AT OPENINGS ^t "—
FOUNDATION WALL OF 8'-0"AND LARGER z
FOUNDATION WALL
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Q)
TE RAFTER/PLAT If
- w
m
DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS 1ST.FLOOR TO FOUNDATION CONNECTIONS SILL PLATES TO FOUNDATION ANCHORING
m
0
v
SIMPSON STRONG TIE BP UBFLoo W/
ANCHOR BOLT N(ANCHOR BOLTS NECTOK AT EACH O OF NE's, UJ
Q 32'O.C.-SEE FOUNDATION DETAILS)
5 g J. Mq2 v
RIM J015T �� (n m
LLJ
U _
C m
L9
T � W z
FLOOWFLOOR
0520 COIL 5TRAP,EVERY STUD (OFESSI ON F`� Q Z
2'x 4'STUD FRAME �--
O
KNEE WAL WITH 2"X 8'
CAP RAIL ` •• z O
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BFLOO
•• TE
SILL
SIMPS(�N STR(�NC;TIF H9.5A I,j�JD15T �I�T •a
FOUNDATION WAEL
BEARI d°
PLATES
SIMPSON STRONG TIE HIS
USE(1)HC CONNLCTUR PER 5TUD
d TO CONNECT 5TUD5 TO SILL PLATES
$IMP50N STRONG TIE CONNECTORS
NOT TO 5CAP
I I
UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS IS A WOLATION OF SEC. 7209 OF THE MY5. EDUCATION LAW