HomeMy WebLinkAbout50472-Z of Soil ryo`o Town of Southold
* * P.O. Box 1179
53095 Main Rd
COUN". Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 47095 Date: 05/29/2026
THIS CERTIFIES that the building ACCESSORY-NEW STRUCTURE
Location of Property: 425 Ruch Ln Greenport,NY 11944
Sec/Block/Lot: 52.-3-3
Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 02/20/2024
Pursuant to which Building Permit No. 50472 and dated: 03/25/2024
Was issued, and conforms to all of the requirements of the applicable provisions of the law.
The occupancy for which this certificate is issued is:
Accessory pool house (unfinished)with a storage loft as applied for.
The certificate is issued to: Joseph Alfonsi,Jessica Alfonsi
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL:
ELECTRICAL CERTIFICATE:
PLUMBERS CERTIFICATION:
utho ize Sig ature
�oSUFFey�i TOWN OF SOUTHOLD
BUILDING DEPARTMENT
C z TOWN CLERK'S OFFICE
oy • c� SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit #: 50472 Date: 3/26/2024
Permission is hereby granted to:
Alfonsi, Joseph
125 Mayfair Ave
Floral Park, NY 11001
To: remove the existing 116 sq. ft. front trellis and to construct an accessory pool house as
applied for (must maintain minimum 5' setbacks to lot lines).
At premises located at:
425 Ruch Ln, Greenport
SCTM #473889
Sec/Block/Lot# 52.-3-3
Pursuant to application dated 2/20/2024 and approved by the Building Inspector.
To expire on 3/2512025.
Fees:
ACCESSORY $269.00
CO-ACCESSORY BUILDING $100.00
Total: $369.00
Bu' ding Inspector
pf soUTyo�
* # TOWN OF SOUTHOLD. BUILDING DEPT..
`y^oorm,�' 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ '] ROUGH PLBG.
[ ] FOUNDATION.2ND [ eFINAL
SUL ION/CAULKING
FRAMING/STRAPPING V#A
[ ]. FIREPLACE-& CHIMNEY. [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[` ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
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DATE 'Y�' 'J INSPECTOR
FIELD INSPECTION REPORT T DATE COMMENTS
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FOUNDATION (1ST)
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FOUNDATION (2ND)
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INSULATION PER N.Y.
STATE ENERGY CODE
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TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959
oy • g Telephone 631 765-1802 Fax 631- 765-9502 htt s-/1www.southoldtownn .goy
Date Received
APPLICATION FOR BUILDING PERMIT
Fer Office Use,Oniv
PERMIT NO: 8uilifiiig IrispetY6i' I•E B 2024
Applications and'forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the Applicant is not the owner,an �ts4Ecttnea: : eet�
Owner's Authorization form(Page 2)shall be completed. 'Fovi'I� oet�67i6€iiC1
Date:
OWNER(S)OF PROPERTY:
Name: jZ SSIu4 ��s"�� �r;Foyl S j SCTM#1000- 32.
Project Addre
ss: SO LA01 pit
Phone M 01l7. 5 5 3 553C I Email: AI-FOk) S:T AtOYK V 0,0( 6 V1— _
Mailing Address: �. S. 1.►'l {i(' . V&. Flora) P lc /ux! I/OL
CONTACT PERSON: .,
Name: J-(Ss;CA ftro5).
Mailing Address: -
l�s C✓vl Plofa� parr /� . _ /lac?
Phone#: .. 9i?-s��j-.5 Email IUS 1�/�(�YUI ..Gro GeVv�
DESIGN-PROFESSIONAL INFORMATION:
Name: � � Ir " t
.. dL.. � S
e- to?5 eG► rw- z
Mailing Address: 0 d
Phone#: 931- V V-H Email.' I w.nn (� ac l r-01M
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CONTRACTOR INFORMATION:
Name:
Mailing Address: s W j[ IQM�1 Vt M(-41,4� .., P
A
Phone#: 3.. 77 �.S a�lD Email: N1'Sktc� sakS a• . row,
DESCRIPTION OF PROPOSED CONSTRUCTION
IVew Structure ❑Addition ❑Alterat"ion ❑Repair ❑Demolition Estimated Cost of Project
❑other N. .._..P�D.I__ u.S�e._-_-ay`- t
Will the lot be re-graded? ❑Yes RiNo Will excess fill be removed from premises? ❑Yes VNo
1
` PROPERTY INFORMATION,
Existing use of property: 5i intended use of property: ,
Zone or use district in which premises is situated: Are there any covenanand restrictions with respect to
.#his:property? I1Yes 1MNoJF YES,PRO.VIDE,A COPY.
Check Box After Reading: The bwmer/contractor/designpiofessional isresponsibteforalt.drainage-andstorm.water-issues-as_promde'dbY
chapter 236'of the Town Cale.-'AP0gCAT10N IS HER1NY MADE to the Building Department for the issuance al'a Building Permit pursuant tothe:Building Zone
Ordjnanceoftltea oN�ri..af5arthofd,sutTipFkjCouMV,Newt/orkatidfllherapplicable:Laws,Qrdsoancesas:Regulations,forttaeconstructionof buildings, '.
additions,alte�hr►ns ar;for removal ar demolRutrr as here[m lesgibec# The apptrcaht agrees to comply with'all apgliFaW€taws,orslinances,'buihding code,
housing oode';and regulations and to admit autlrzed ror inspectors on premises and inbu ldinAs)for necessary inspections.False statements made herein are
punishable a3 a Class A misdemeanor pursuant to'S"n 210A5 of theNew York State Penal law.
ApplicatioiiSSubrriltted-!y. print:name): 05e-on DAuthorizedAgent' DOwner
Signature of Applicant: Date: z. ao I uz�[
STATE OF NEW YORK)
SS:
COUNTY OF 5�� )
being duty sworn;deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)h-e is the C)d h)ft'1V
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained"in this application are true to the t estW'his/her'knowledge and belief,and
that the work will be.performed.in.the manner set forth.in the_applieation file therewith.
Sworn before me this
Z D f`day of e h vd 20
Notary Public
�°°°°�edaoraaaarpr��p
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PROPERTY OWNER AUTHORIZATION �'C' "13 C, q- k '.
(Where the applicant is not the owner) F
NOTgRy°�Nei
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I, residing at °'% of°:'° •` ��e°°
°��'aaaeaa AdaOst°°p°p°0°°
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
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SURVEY OF PROPERTY
MAP OF SHORECREST-FILE NO.5584 N
DESCRIBED PROPERTY LOT 15 N
SITUATE o
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FND.
TOWN OF SOUTHOLD Z O.SW 4'W00D&WIRE FENCE 0.5'W ON.FND.
SUFFOLK COUNTY, N.Y. D
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TAX MAP NO.: 1000-052-03-003.000 H O 31.6' O
LOT AREA: 15,000.00 S.F.(0.344 ACRES) w In 2oz40
DATE SURVEYED:DEC.7,2019 NGROUNDPOOL o m
UPDATE:JANUARY 10,2024 = i i 28 2'
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DEED REFERENCE:LIBER 1 1325 PAGE312 0 0 o w OPING O- N 0
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RESIDENCE: 1404 S.F. U
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FRONT PORCH: 80 S.F. Ir O o DEOK Ff j
REAR PORCH: 300 S.F. oSp O F- 4'WIRE FENCE 0 HOWER Z U
POOL: 800 S.F. d N '2'4 1 STORY 0 j
SHED: 127 S.F. 9.2'HIGH N FRAME g
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DESCRIBED PROPERTY MAP OF SHORE FILE NO.5984
LOT 1 N
LOT 5
SITUATE
SOUTHOLD �/r FND.S46°09'00"E 100.00
TOWN OF SOUTHOLD
P(�P�s ,,sE�GI v Z o.rw 4'Wo D&WREFMcE 0.5W ON.FND. y
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0 TAX MAP NO.:100052.03.003.000 F 0 ,Z' '6 O
LOT AREA: 15,000.00 S.F.(0.344 ACRES) lA 2OX40Lo
DATE SURVEYED:DEC.7,2019 ` +- QV GROUND POOL
UPDATE:JANUARY 10,2024 x m
kY 28.2, ❑ 'd'
DEED REFERENCE:LIBER 1 1325 PAGE312 O opp 0 PING a 0 vp
tom, n ^' 3 a5 SANE 0 4
0 30 60 z. E21 m coNTROL @ J $
9ANffARY
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SCALE: iWCH= 30FEET ` TIPfjAl,
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LOT COVERAGE: / )�, rr ,, M.
RESIDENCE 14 4S.F. (J/`'' ` �� x �r 4 U m N u a 6A e.o m \ N
FRONTPORCH: 80 .F. J- �1� w J N �f O a ° 6 NVAREFENCE Ec HOWER �^ z
REAR PORCH: F. Q n s.> (-
POOL: 800 .F. �" 1K b ;:; p �'� �4 tz.4 1 STORY g
SHED: 127S. S� t .M.. u zHfGH FRAME A.C.
TOTAL: 2, 11 F.(18.1%) J !� LL to.3xtzz a INI
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SURVEY OF PROPERTY a
MAP OF SHORECREST•FILE NO.5584 0
DESCRIBED PROPERTY LOT 75 N
SITUATE �'
SOUTHOLD , n c,ip S46°09'00"E 100.00
_ a i l�; Ua.�;C n..�r�l.s__�U, z 0.5^w 4�wo0°a W9MFMCE 0,SW ON.FND. Y
TOWN OF SOUTHOLD " '' o N p
SUFFOLK COUNTY,N.Y. 'i' ri�-lMal%�1tt ( [lp�� O ° 9leww. °
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TAX MAP NO.:1000052-03003.000 �` O :2 O ^a
LOT AREA: I5,000.00-S.F.(0.344ACRES) �� to
DATE SURVEYED:DEC.7,2019 IN GROOUND UNDP POOL 0 orrb
UPDATE:JANUARY 10,2024 Y 28.2' 11
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DEED REFERENCE:LIBER 1 1325 PAGE312 0 °
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re i s 43 U ( �OaQ. N ° a
LOT.COVERAG3E:. /� J i3 1 O S Z � I' ~� ( � LL n
RESIDENCE 14 4S.F. Ly U o N Ec 5o HowER 90 '^ Z j
FRONTPORCH: 80 .F. JJ , 11 � p 0 0 4'WREFENCE U
REAR PORCH: F. �/ _ ` `-J`
POOL: 800 �/ n tz.a 1 STORY Z i
SHED: 1275. S 1 1�Y11t," 2'HIGH FRAME
TOTAL: 2,711 F. 18.1% J /� �l w LANES s z ^e RESIDENCE urvrT
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IKF60' ._,LANDS IIRVEYING:COM
Perfection Designs and landscaping
Services Ltd
81 wood tot Rd Ridge Ny 11961
Phone: 631-512-8967
Perfectiondesignitdftmail.com
425 Ruch lane Southold ray
Install a 12 X 22 concrete slab using metal wire mesh to reinforce
slab.
Concrete used, 4000psi grit mix, 5-inch-thick broom finished.
Slab was built under Ny shed co. Specifications.
If you have any questions about this invoice, please contact
Ariel Perez, 631 5128967, perfectiondesignitd@gmaii.com
N
BUILDING DEPARTMENT DATAw 00
ABBREVIATIONS 12'_0" � _ _ _ _ Classification/Floor Area 00,
Floor Level Existing Proposal Total
ACQ ALKALINE COPPER QUATERNARY LVL LAMINATED VENEER LUMBER
ACT ACOUSTICAL TILE MAX MAXIMUMI I Cellar (Finished) O O O
AL ALUMINUM MIN MINIMUM
ALT ALTERNATE MRB MARBLE )
2 x 4 Roof Raft rs @ 16 OC I -p 1st Floor O O
FIRST R MS MARBLE SADDLE Treated 4 x 4
AFF ABOVE F ST FLOOR U I 2 x ro GJ @ 32 OC I = 2nd Floor O O O
ASF ABOVE SUBFLOOR MTL METAL.
A.S. ALUMINUM SADDLE NA NOT APPLICABLEO
Total O O o
A.P.B. ANTHONY POWER BEAM NIG NOT INI CONTRACT
p t O OGarageS NOM NOMINALB.G. BRICK Treated 4 x 4
'- i
BO BOARD NR NOT REQUIRED °
BOT BOTTOM NTS NOT TO SCALE x � = 0 2 x 4 RR @ 16 OC L�l.. � Front Porch
BLDG BUILDING Or_ ON GEINTER o `A
Rear Porch O O O ,
GBB CEMENT BACKER BOARD OCC OCCUPANT(S) O ^ I ry I � ••'``�" ,' a �
CL CLOSET OH OVERHANG
Decks o O O
CLG CEILING PART. PARTITION O 2 x 6 Ridge
°' a .
CLR CLEARANCE) PC POURED CONCRETE I +
COL COLUMN PT POINT
GONG CONCRETE PKT POCKET U I O4
CMU CONCRETE MASONRY UNIT RAD RADIUS lq N P
� Z
CT COLLAR TIE REQ. REQUIRED I I
Treated 4 x 4 o_
CJ CEILING JOIST REV REVISION(S) �? I I Simpson Strong-Ti
CANT CANTILEVER RM ROOM cmv H2A- Rafter Clip Rafter to Top Plate U ri
CMD CARBON MONOXIDE DETECTOR, RR ROOF IRAFTER x `
DIA DIAMETER R/R REMOWE AND REPLACE 0 2 x,4 RR @ 16 OC Connection Detail LL 0
DIM DIMENSION SEC SECTION o o I I O
OR DOOR SF SQUARE FEET O1 61
DTL DETAIL SIM SIMILAR 4 ~ 3 ,/ I Loft Area 2 x 6 @ 16 OC �c 12"Overhang
DWG DRAWING SQ SQUARE
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ON DOWN STL STEEL O Loft Area 2 x 6 CJ @ 16 OC I q�i �e��
EA EACH SO SMOKE DETECTOR Q
EL ELEVATION STD STANDARD
p } 2x Ri e'o ry 2xro d e
EQ EQUAL TG TOP OF CURB g o I ell ? R301.2.1.1 (2015 Residential Code of New York State)
EX EXISTING TEL TELEPIHONE Treated 4 x 4 t+ DESIGN:
EXH EXHAUST THK THICKNESS x I �� 0 2 x 4 RR @ 16 OC Construction in regions where the basic wind speeds
EXT EXTERIOR TOS TOP OIF SLAB I I Design Criteria g p
exceed from Figure R301.2(4) equal or exceed �
EF EXHAUST FAN TX TOILE�1 EXHAUST 4 12'-C7" 130 miles per hour shall be designed in accordance F
EW EGRESS WINDOW TXF TOILET EXHAUST FAN II I z
Fr, FIRE CODE TYP TYPICAL. ~ L — ~�J with one of the following:
FD FLOOR DRAIN TEM TEMPORED Treated 4 x 4
Plans have been designed a
FIN FINISHED) TEMP TEMPORARY 4" PG Slab Floor Plan
in accordance with: 2020 New York State Residential Code
FLR FLOORING) UON UNLESS OTHERWISE NOTED cn
FPSG FIRE PROOF SELF CLOSING VIF VERIFYIN FIELD Roof plan z
FT FOOT(FEET) WC WATEFR CLOSET Foundation Plan
CLIMATIC $ GEOGRAPHIC DESIGN CRITERIA: (Table R301.2(1)
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FJ FLOOR JOIST WR WATEFR RESISTANT 261-01, Wind Exposure Category: B Q
GA GAUGE GALV GALVANIZED 24'-O" 4 Ground Snow Load: 20 PSF p
GFI GROUND FAULT INTERRUPT � Wind Speed: 130 mph 3 sec Gust
GL GLASS �
110 fastest mile �D
GWB GYPSUM WALL BOARD
Special Wind Region: NO O
HC HOLLOW CORE
HOW HARDWARE Windborne Debris Zone:
HM HOLLOW METAL
Seismic Design Category C
HOR HORIZONTAL
Q E--i
HP HIGH POINT Z
Severe w O HT HEIGHT AP A VED AS NOTE E Weathering
HVAC HEATING/VENTILATION/AIR CONDITION a B P.# Frost Line Depth: 36 inches w 0
IN INCH / 12 Termite Infestation: Moderate to Heavy
INT INTERIOR FEE (Q' BY. v 12 12 4 to Decay Probability: Slight to Moderate Q ►�INV INVERT NOTIFY BIUILDING DEPARTMENT F w a
JT JOINT 631-765-1802 8AM TO 4PM FOR TV E 12 N .� ►� U
KIT KITCHEN FOLLOWING INSPECTIONS: Winter Design Temperature: 15 �
LAV LAVATORY 1. FOUNDATION-TWO REOUIRED U
FOR POURED C3I4CRE Ice Shield Underlayment Required Valleys and Perimeter Q�'
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2. ROUGIH-FRAMING&PLUMBlty Flood Hazard Exempt' w � N
3. INSULATION Air Freezing Index 599
ALL CONSTRUCTION Q •�•
4. FINAL•-CONSTRUCTION MUST [Mean Annual Temp 51
BE COMPLETE FOR C.O.
SHALL MEET HC MIN. DESIGN PRESSURE DP RATING: Z
REQUIREMENTS OF THE CODES OF NEW Q
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ORK STATE. NOT RESPONSIBLE I Off Windows ZONE 4 DP 25 t', O
f�l x
1GN OR CONSTRUCTON ERROR Doors ZONE 5 DP 30
Rear Elevation n ZONE 1 DP 25 UCOO
ry ZONE 2 DP 30 A O
ZONE 3 DP 30
COMPLY WITI ALL CODES OF Front Elevation > cl ZONE 1 DP 20
NEW YORK STA -E&TOWN CODES N ZONE 2 DP 45
n
S REQUIRED A ID CONDITIONS OF cv ZONE 3 DP 45
Legend Sot 'HOLD , ZBA Zone Diagrams
Existing Walls to Remain SOL MOLD J��1V PLAN'u9NG BOARD
`�r
_--- SOL HOL.TOVIN TRUSTEES -'�
Existing Walls to be Removed - _ _ _ _ _ N.Y. D_v — i
New Walls and Partitions S ��
4 -
Insulation CCUPANC OR Gabtt --+ Interior - ---- , 4.
_ Wml ® Zone
Door USE IS Ud� NFU
Edge Perimeter s<re� W
ROUT C :RTIFICA
Window �—Ir Minimum Uniform) Distributed Live Loads: Table R3013 03
s
OF OCCUPA ICY
Structural Beam -
2 x 10 Ridge Asphalt Shingles over 15#Felt USE LIVE LOAD DEAD LOAD
Asphalt Shingles over 15#Felt over 1/2"COX Plywood Sheathing 4
Outlet RETAIN STORM W N
R RUNOFF Exterior Balconies 60 psf 10 psf
over 1/2"COX Plywood Sheathing over 2"x 4 RR @ 1ro OC Q M
PURSUANT TO CH PTER 236 over 2"x 6 RR @ 16 OC a
GFI Outlet �G�I Decks 40 psf 10 psf
�
OF THE TOWN CO :. 2 x ro Ridge as Vehicle Garages 50 psf as per plan N w w
ATTICS without Storage 10 psf 10 psf O t7 ¢ as
Switch Right Elevation ATTICS with Storage 20 psf 10 psf z A A z A
ELECTRI 'AL ROOMS other than Sleeping Rooms 40 psf 10 psf a <
Ceiling Fixture 'WSPECTION R ;QUIREC "Simpson" 1-12A at All Sleeping Rooms 30 psf 10 psf w 1 L) I A I C) I U
New Rafters Stairs 40 psf 10 psf SCALE:
Exterior Fixture (See Detail) 2 x 4 CJ @ 32"Or-
Guardrails and Handrails 200 psf 10 psf -
Smoke Detector exteri® lighting
12 psf for Attic �,0 c '�
Live + Ground Snow Load 20 psf yp
r p 15 psf for Goth
installe ', �n-�j�f'11SN j
d.re placed or (2)2 x 4 Plate (2) 2 x 4 Plate Table R301.7
ALLOWABLE DEFLECTION:
GO Detector repaired aha (eonforrZ o r^
to Cha r 172 Structural Member Allowable DeflectionLi
P ' �o
Vent ® of the To 1 Code T-111 Siding over 2"x 4"studs
@ 1ro OC Rafters having slopes greater than 3/12 with no finished A 77006
Vent/Light Treated 2 x 4 Plate 5/6 Ply Floor A'QOF NPR
ceiling attached to rafters �80 �g"1Q
Treated 2 x 4 _^�,�� Interior Walls and Partitions H/180 DWG. NAME:
Ceiling Fan FJ @ 16 OG Floors and Plastered Ceilings V360 COVER
Treated 2 x 4 Plate �,ip I n n �/
/I�`-�, All other Structural Members V240
Exterior Walls w/plaster or stucco H/360 SHEET
EET
Left Elevation Exterior Walls-Wind Loads(a)w/Brittle Finishes L/24.0
Exterior Walls-Wind Loods(a)w/Flexible Finishes L/120
Treated 2x4 @ 16 OG Treate�4x DWG. NO.
roll PG Slab Section
Note: L= Span Length H= Span Height
a. The Wind Load shall be permitted to be taken as 0.7 times the cowl
Component and Cladding loads for the purpose of the determining
deflection limits herein
PAGE 1 OF 2
N
00
GENERAL NOTES FIRE/SMOKE DETECTION TABLE R402.2 MINIMUM SPECIRIEDCOMPRessrvE STRENGTH OFCONCReTE RIDGE STRAP DETAIL GIRDER TO S.S.P. COLUMN TYP WALL/WINDOW AIR SEAL v
a. ALL CONSTRUCTION TO CONFORM TO ALL STATE AND LOCAL CODES. TYPE.M LOCATION OF CONCRETE CONSTRUCTION
rn
b.THESE DRAWINGS DO NOT INCLUDE COMPONENTS NECESSARY FOR CONSTRUCTION SAFETY.
a. 1INSTALL SMOKE&CARBON MONOXIDE DETECTORS AS SHOWN ON PLAN. MINI"I.MSPECIFIEDCOMPRESSVE INSTALLATION @ 16 0/C 0000
b. SINGLE& MULTIPLE STATION SMOKE ALARMS ARE ALSO TO BE INSTALLED IN CELLAR AND SHALL STRENOTHa(fc) LSTA24-980 Ibs. UPLIFT
CONTRACTORS ARE SOLELY RESPONSIBLE FOR SUCH COMPONENTS. r,T
c. BUILDER TO OBTAIN CERTIFICATE OF OCCUPANCY(C.O.) BE INTERCONNECTED SO THAT THE ACTUATION OF ONE ALARM WILL ACTUATE ALL ALARMS,IN a °
ACCORDANCE W/R314. POWER SOURCE FOR SMOKE ALARM SYSTEM IS TO COMPLY W/R314. wearhering
d. BUILDER TO CARRY WORKMAN'S COMP. INS. IN AMOUNTS AS REQUIRED BY LAW.
e.AT LEAST ONE CARBON MONOXIDE ALARM IS TO BE PROVIDED IN EACH DWELLING UNIT IN THE Ne II ibl. Moderate severe ° o
e. ALL WORK SHALL BE FULLY GUARANTEED FOR ONE YEAR AFTER C.0). IS ISSUED. IMMEDIATE VICINITY OF BEDROOMS ON THE LOWEST FLOOR LEVEL.THE CARBON MONOXIDE Basement walls,foundarons and other concrete not exposed to1H*weather g g �yA '�,
f. OWNER TO BE RESPONSIBLE FOR FINAL SURVEY AND COSTS AS REQUIRED BY BUILDING 500 2, ,2BOo 2,5ooc 'o
DEPARTMENT. ALARM IS TO COMPLY W/UL 2034 AND UL 217, AND IS TO BE INSTALLED AND MAINTAINED IN 9�
ACCORDANCE w/ MANUFACTURER'S INSTRUCTIONS. Basement slobs and Interlor slobs on grode,except garage floor slabs 2,500 2,500 2,300a GYPSUM BOARD AS AIR BARRIER �y
g. ENGINEER HAS NOT BEEN RETAINED FOR ANY FIELD SUPERVISION ORI INSPECTION. NOP "Q
d. EXTERIOR WALLS& INTERIOR LOAD BEARING WALLS TO HAVE FIREBLOCKING �Q
h. DRAWINGS ARE NOT TO BE SCALED BY CONTRACTOR.ANY DISCREPANCIES ON DRAWINGS ARE TO Easement
e>q.ae toth^dafonwall••axerlorwoll•a^do*arvarfaa°onaee S.S.P. CAPS - KLCC SERIES CONTINUOUS BEAD OF SEALANT
work exposed to the weather 2,800 9,000d 3,000d
BE BROUGHT TO ENGINEER'S ATTENTION IMMEDIATELY PRIOR TO CONSTRUCTION. lea NAILS ALL HOLES +n
1.THIS ENGINEER HAS BEEN RETAINED FOR WORK SHOWN ON THIS DRAWING ONLY. ENGINEER IS NOT ELECTRICAL NOTES perches,carport slobs and steps exposed to the weather•and garage floor slobs 2,500 3,000d 3,500e CONTINUOUS BEAD OF SEALANT
RESPONSIBLE FOR OTHER ALTERATIONS AND CONDITIONS. r.
j. DESIGN IN COMPLIANCE W/2020 RESIDENTIAL.CODE OF WS, 2020 ENERGY CONSERVATION CODE a.ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE AND LOCAL UTILITY CO. CONTINUOUS MINIMAL EXPANDING FOAM AT 3
OF NYS,WFCM 2018&AISC/SEI F7-05 b. ON NEW WORK BASE BID ON 200 AMP SERVICE. Far Ill i pound per square Inch.0,893kpa. TYPICAL FRAMED OPENING WINDOW PERIMETER t�+•
c.ALL WIRING TO BE MIN. 14 AWG.
d. CONVENIENCE OUTLETS TO BE 18"A.F.F.,UNLESS NOTED OTHERWISE. strengt ar2aday.pal. 3"NAILS METAL STRAP CAP
SITE NOTES e. PROVIDE GROUND FAULT INTERRUPTER OUTLETS AS PER CODE. b.See Table R301.2C)for wecthering paternal. AT In O.C. PLATE WINDOW UNIT AS AIR BARRIER ;t
f. ELECTRICAL CONTRACTOR TO PROVIDE HOOKUPS FOR HEATING AND AIR CONDITIONING SYSTEMS. OVER HEADER TOP CONTINUOUS MINIMAL EXPANDING FOAM AT
a. PITCH GRADE AWAY FROM BUILDING. c.Concrete in these locatons that may be subject in freezing and thawing during construction•Holt be air-e,m•ained oacrete PLATE WINDOW PERIMETER
g. ELECTRICAL CONDUCTOR PENETRATIONS THROUGH BUILDING STRUCTURAL COMPONENTS MUST in accordance vA*Footnote d. FRAMING •' '��
b.PROVIDE DRY WELLS AS REQUIRED. COMPLY w/SECT. E3402.
r d.Gcnaete rcen be dr-ent•alned.Total air content(percent by volume of concrete)shall be not less than 3 percenm a•more CUPS
c.ALL TREES WITHIN 15 OF CONSTRUCTION TO BE PROTECTED. h.PROVIDE MAINTENANCE CLEARANCE AROUND CIRCUIT BOX BOILER, ETC. SEE SECT. E3405. BOTH CONTINUOUS BEAD OF SEALANT •'
BOX, than 7 percent. I °
d.ANY LANDSCAPING DAMAGED BY CONSTRUCTION OPERATION i.ELECTRICAL CONTRACTOR TO COORDINATE WITH OTHER TRADES. FOR 2x5' SIDES '
SHALL BE REPLACED AS REQUIRED. a.see Becton 12402.2 for maximum ceme"llous mater'ds content. LINTEL ,° '•°�
LINTEL '!'�'•.,'•'p
`•" ••--e
e. ALL CURBS, SIDEWALKS, ETC.DAMAGED SHALL BE REPLACED. f.For garage floors""" '°steel r°weladfl"'°"'r°d�°"°nof*°'°+°I°'r°°n b,''°"t(par°en+ `rT'umeof°°na•"a)tY°mo" * USE SIX CONTINUOUS BEAD OF ADHESIVE
e°• °" ATTIC EAVEAIRSEAL 3"NAILS MEMBERS -
3 percent Is permitted If the specified compressive strength of ire concrete Is Increased to not less than 4,000?psi.
EXCAVATION NOTES EACH
"RIGID INSULATION CUT To FIT BETWEEN THE RAFTERS.FOAM FOR2x6 °°
INSULATION NOTES INSTALL 1 TRIMMER
a. EXCAVATION CONTRACTOR TO EXCAVATE TRUE TO LINES AND GRADES DOWN TO SEAL BOTH SIDES ALONG RAFTER WITH EXPANDING FOAM SEALANT. LINTEL 00 STUDS CONTINUOUS BEAD OF SEALANT �
SPECIFIED LEVELS. a.ALL EXTERIOR WALLS,ROOF&FLOORS OVER UNCONDITIONED SPACES SHALL BE TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIAL MAINTAIN EQUAL VENT SPACE FOR LENGTH OF RIGID INSULATION USE EIGHT o
b.ALL TOP SOIL TO BE STOCK PILED FOR FUTURE USE.ALL EXCAVATED GOOD INSULATED. ALL INSULATION TO BE FIBERGLASS. FOIL FACE WITH FOIL ON WARM / / EACH END °° TREATED
MATERIAL NEEDED FOR BACK FILL,TO BE STOCK PILED SEPARATELIY, NOT NEEDED
SIDE. CARE SHOULD BE TAKEN NOT TO TEAR FOIL VAPOR BARRIER. CLASS OF MATERIAL LOAD-BEARING °
/ /
b.ACOUSTICAL INSULATION TO BE PROVIDED IN WALLS FLOORS AND CEILING AROUND PRESSURE(pounds per square foot) / 3'NAILs sIILPLATE CONTINUOUS BEAD OF SEALANT
MATERIAL AND UNACCEPTABLE MATERIAL TO BE LEGALLY REMOVED FROM SITE. ALL BATHROOMS AND MECHANICAL ROOMS. (P P INSTALL I'RIGID / AT12'O.C. °p TREATED A F+
c. BACK FILL SHALL BE PLACED IN 12"LIFTS& COMPACTED TO 95°/6 OF MODIFIED Crystalline bedrock 12,000 INSULATION VERTICALLY VENTED BOTTOM PLATE OO
PROCTOR DENSITY. c. PROVIDE PERIMETER INSULATION AS PER CODE AT ALL FOUNDATION WALLS. IN CONNECT INSULATING AIRSPACE °
d. R-VALUES ARE SHOWN ON SECTIONS. Sedimentary and foliated rock 4,000 SHEATHING TO RIGID FULL METALJOIST ATTIC LENGTH O
INSULATION BAFFLE. °o HANGERS OR
REINFORCING NOTES e. MOISTURE VAPOR RETARDANTS ARE TO INSTALLED ON THE WARM-IN-WINTER SIDE Sandy gravel and/or gravel GW and GP) 3,000 FOAM SEAL BOTH JOINTS / INSULATION WALL TREATED FRAMING CUPS W
OF INS. IN ALL WALLS/FLOORS/ROOFS/CEILINGS IN ACCORDANCE w/SECTION R322. Sand, silty sand,clayey sand, silty gravel and clayey gravel / STUDS CRIPPLE
a. ALL REINFORCING BARS TO BE OF THE DIAMETER SHOWN DEFORMED INTERMEDIATE f. INSULATION MATERIAL IS TO COMPLY w/SECTION R302.10 AND IS TO HAVE A FLAME (SW,SP,SM, SC,GM and GC) 2,000 / STUDS-NOT '>1
GRADE NEW BILLET STEEL CONFORMING TO ASTM A 615 GRADE 60 HAVING A DESIGN SPREAD INDEX NOT TO EXCEED 25 w/A SMOKE DEVELOPED INDEX NOT TO EXCEED _ FOR DOORS
STRENGTH OF 60,000 PSI. 450.TESTING METHODS MUST COMPLY w/ASTM E84 STD OR UL 723. ALL EXPOSED Clay, sandy clay, silty clay,clayey silt, silt and sandy silt /
b.TYPICAL COVER FOR ALL REINFORCING BARS BE THREE (3)INCHES FOR BARS INSULATION ON ATTIC FLOORS ARE TO HAVE MIN. CRITICAL RADIANT FLUX OF 0.12 (CL, ML, MH and CH) 1,50q, GIRDER/POST/FOOTING CONN.
PLACED AGAINST EARTH AND 2"FOR BARS PLACED AGAINST FORMS UNLESS WATT/CM .TESTING TO BE CARRIED OUT AS PER ASTM E970 STD. EXTERIOR /
OTHERWISE SHOWN. INSULATING FINISH SYSTEM TO COMPLY w/R703.9. GIRDER
c.ALL BARS TO BE CONTINUOUS UNLESS SPECIFIC LENGTHS ARE SHOWN. ALL SPLICES NAILING SCHEDULE: ?able Table 602.3 CONTINUOUS BEAD
TO BE FORTY (40)BAR DIAMETERS MIN. (1)202'.O IRC OF SEALANT GIRDER TO S.S.P. COLUMN DETAIL'A'
d.WELDED WIRE FABRIC(WWF)TO BE 6"x 6"SPACES, #10 x#10 GAUGE WHICH SHALL WINDOW AND DOOR NOTES Note: This schedule does not include nailing for metal framing straps(see section 1 1/2"RIGID
CONSIST OF COLD DRAWN MEMBERS HAVING AN ULTIMATE STRENGTH NOT LESS THAN for stropping and requirements section for rough opening framing INSULATION KCC SERIES COLUMN CAP
a.ALL WINDOWS AND SLIDING GLASS DOORS TO BE VINYL CLAD WOOD WITH Pp 9 G 9 P 9 9 1od NAILS ALL HOLES
70,000 PSI.WWF TO BE PLACED AS SHOWN ON THE PLAN. [-i
e. ALL REINFORCING TO BE SECURELY FASTENED TO RESIST MOVEMENT DURING INSULATED GLASS, SCREENS& LOCKS AS MANUFACTURED BY ANDERSEN OR requirements). O O
APPROVED EQUAL SIZES AND TYPES AS INDICATED ON PLANS.UNLESS All nailing is a general specification it applies unless otherwise noted. WOOD POST z
CONCRETE PLACEMENT.
OTHERWISE NOTED. PAu SERIES POST ANCHOR
f.WELDED WIRE FABRIC OF EQUIVALENT STEEL AREA MAY BE SUBSTITUTED FOR ANY b.ALL EXTERIOR DOORS TO BE INSULATED METAL AS MANUFACTURED BY 0
REINFORCING BAR GRID. BENCHMARK, STANLEY OR EQUAL. SIZES AND TYPES AS INDICATED ON PLANS. Joint Description No.of Nails Nail Spacing 0 GRADE W
FULLY WEATHER-STRIPPED, LOCKS. UNLESS OTHERWISE NOTED. O O �/8"GALVANIZED LAG
CONCRETE NOTES c.ALL INTERIOR DOORS TO BE 1 3/4"THICK, HOLLOW CORE, FLUSH BIRCH, U.O.N.ALL ROOF $ CEILING FRAMING GIRDER TO CONCRETE PIER DETAIL BOLTS(4) 1 CONCRETE FOOTING z
a. ALL CONCRETE TO BE f'c= 3,500 PSI @ 2:8 DAYS UNLESS OTHERWISE NOTED. DOOR JAMS AND BUCKS TO BE CLEAR PINE. - ANCHOR BOLT
-CONC. STEPS TO BE 3,500 f' c @ 28 DAYS Rafter to Top Plate Toe-Nail 2)10d Common Per Rafter 3/8"%°/ycx3 1/2" LONG LAG BOLTS U
b.ALL EXPOSED CONCRETE TO BE AIR ENTRAINED. coNTlNuous WELD
c. SOIL VALUE ASSUMED AT=-1 TON PER SQ. FT.AT DEPTHS NOTED. SOIL CONDITIONS ENGINEERS NOTE - FOR ADDITIONS &ALTERATIONS ONLY CeilingJoist to To Plate Toe-Nail (3)8d Common Per Joist 6 Q
TO BE VERIFIED PRIOR TO CONSTRUCTION.WATER FRONT OR PROPERTIES IN CLOSE B ME Ceiling Joist laps over Partition(Face-Nail) (3)16 °d Common Each Lap 0
PROXIMITY BEACH, CANAL, WATER, ETC. PROVIDE THIS OFFIICE WITH TEST THE ENGINEER HAS BEEN RETAINED TO DESIGN AN ADDITION TO,RENOVATE OR LEGALIZE THIS STA DARD BASE PLATES& CAPS RAFTERS TO RIDGE CONNECTION
HOLE DATA BY LICENSED OR CERTIFIED SOIL MECHANIC.d.BOTTOM OF EXTERIOR FOOTINGS TO BE 3'-0"MINIMUM BELOW GRADE. EXISTING STRUCTURE. Ceiling Joist to Parallel Rafter(Face-Nail) Table R8025.2 Each Lap
[�
e. ALL FOOTINGS TO REST ON VIRGIN UNDISTURBED SOIL.
BEFORE DESIGNING BEGINS,THE ENTIRE STRUCTURE IS MEASURED AND EXISTING CONDITIONS ARE Collar Tie to Rafter Face-Nail 3 10d Common Each End LS268-675 Ibs.
� 4 O
f.STEP FOOTINGS DOWN AS REQUIRED. MAXIMUM STEP FOOTINGS SHALL BE ONE x/2 POST ANCHOR DETAIL TMU26 640Ids.
DRAWN. THE BUILDING STRUCTURE AND ITS STRUCTURAL INTEGRITY ARE VISUALLY INSPECTED AND VERTICALLY TO TWO HORIZONTALLY WHERE ELEVATIONS CHANGE., NOTED. POTENTIAL PROBLEMS AND HAZARDS ARE ADDRESSED AND REMEDIES ARE NOTED ON THE I t Rafter(Toe-Nall) (3)8d Common Each End f W 2 UPLIFT
g.WALL FORMS TO REMAIN IN PLACE IN PLACE 3 DAYS MINIMUM. `G _ _ REFERENCE 3.36
h. CURE AND SEAL ALL SLABS ON GRADE WITH 2 COATS HORN CLEAR SEAL OR EQUAL. PLAN. Rim Board to Rafter End-Nail 2 t6d Common Each End aZ/2 - - FOR NAILING 8/12 O
i. CONCRETE CONTRACTOR SHALL PROVIDE ADEQUATE BRACING FOR ALL WALLS AS NOT ALL EXISTING CONDITIONS OF A BUILDING ARE EASILY ACCESSIBLE FOR INSPECTION BY THE WALL FRAMING 1 _ _
REQUIRED TO RESIST WIND AND CONSTRUCTION LOADS. ENGINEER. THEREFORE, ENGINEER'S LOOK FOR CLUES, FOR EXAMPLE:CRACKS, DIFFERENTIAL ° ° CATHUIRED (9 EDRAL zHEDRACEILINGS j. PROVIDE SAWED OR KEYED AND FORMED CONTROL JOINTS FOR SLABS AND WALKS ON GRADE,AT 20'-O'MAXIMUM IN BOTH DIRECTIONS. SETTLEMENT, Plate to
SETTLEMENT CRUMBLING ETC... SUGGEST THAT THE EXISTING FOUNDATION MAY BE FAILING OR Top Plate Face Nail 16d 24"O.C. Per Foot °0 ° IN ADDITION TO RIDGE
k.PROVIDE SLEEVES IN FOUNDATION WALLS AS REQUIRED FOR ELECTRIC, PLUMBING SETTLING OVER TIME. THE FOUNDATION MAY NEED TO BE REPAIRED,REDONE OR REINFORCED, WHICH r' 0 12112
WILL BE SHOWN ON THE DRAWINGS. THIS IS ONE OF MANY OF THE ENGINEERS ROLES IN A PROJECT. T Plates F - it 2 16d Common Each End TYPICAL S A6 UPLIFT H ° o STRAPPING w^
MECHANICAL, ETC. COORDINATE WITH OTHER CONTRACTORS, DRAVINGS, AGENCIES, °
ETC. CONNECTION INSTALLATION
THIS ENGINEER HAS INSPECTED THE EXISTING STRUCTURE AND FINDS IT TO BE STRUCTURALLY SOUND F - it 16d 16"O.C. Each End
I. CONCRETE FOUNDATION WALLS TO BE CAST MONOLITHIC. NO HORIZONTAL JOINTS AS FAR AS THE PARAMETERS OF THIS PROJECT. EVERY PRECAUTION HAS BEEN TAKEN TO INSURE ° ^^
SHALL BE PLACED IN WALLS. THAT THIS STRUCTURE IS SAFE. IF A CONDITION IS DISCOVERED DURING DEMOLITION, CONSTRUCTION Header t Header F 16d Common 10"o.c,along edges 2 H
m. ALL EXPOSED CONCRETE SLABS TO RECEIVE ENGINEERURAL FINISH AND
SCORING AS PER PLANS AND SPECIFICATIONS. WRITING
INSPECTION BY A BUILDING INSPECTOR THIS ENGINEER SHOULD BE NOTIFIED IMMEDIATELY IN �.� s °
n. NO CONCRETE OR MASONRY SHALL BE PERFORMED IN TEMPERATURES 40 DEGREES WRITING SO THE CONDITION OR CONDITIONS CAN BE RECTIFIED. m Plate t n - it 2 16d Common Per Stud HURRICANE STRAP DETAIL CROSS-SECTION PAU °
F. OR LESS. NO CONCRETE SHALL BE CAST ON FROZEN SURFACES. Bottom Plate to Floor Joist, Band Joist, End RT30F 10d NAILS ALL HOLES °
o.NO ADDITIVES SHALL BE PERMITTED WITHOUT WRITTEN PERMISSIONPLUMBING NOTES FROM ENGINEER. Josit or Blocking(End-Nail) 16d Common 1Fa"O.C.Face Nail -995 Ibs. UPLIFT
a
p.ALL FOOTINGS TO BE 8"OR 6"PROJECTIO14 ON EACH SIDE OF FOUNDATION WALL R310 ESCAPE/RESCUE OPENINGS RC LS268&TMU26 Q
MIN. (2)#4 REBARS CONTINUOUS,UNLESS OTHERWISE NOTED (SEE,PLANS). a. PLUMBING TO CONFIRM TO STATE AND LOCAL CODES. Double Top Plate Splice(Face Noile) (8)16d Each Side of Splice N
q. PROVIDE MINIMUM 2'W"KEY BETWEEN FOOTINGS AND FOUNDATIION WALL. b.PROVIDE SHUT OFF VALVES ON ALL SUPPLY LINES AT ALL FIXTURES. I I N TYPICAL LIGHT SLOPE HANGER W
r. CRAWL SPACE VENTS, IN ACCORDANCE w/R408 ARE TO BE LOCAITED WITHIN 3'-0" c.INSULATE ALL SUPPLY LINES. REFERENCE 3.3B
FOR NAILING a. MINIMUM 34'CIFAR INSTALLATION @ 16"ll
OF EACH CORNER OF THE BUILDING. d.PROVIDE FROST PROOF HOSE BIBS AS PER PLAN MINIMUM 2 PER NEW RESIDENCE. FLOOR FRAMING ° OPENABLE AREA 21r CLEAR SIZE OF HANGER DETERMINED BY SIZE OF RAFTER
s.ALL FOUNDATION WALLS AT BASEMENTS TO RECEIVE BITUMINOUS WATERPROOFING. e.ALL FIXTURES TO BE AMERICAN STANDARD, KOHLER OR APPROVED EQUAL, 5.7 SQ. FT. (SEE MINIMUM
CARPENTRY NOTES FURNISHED& INSTALLED BY CONTRACTOR. ° EXCEPTION)
f. PIPING PENETRATIONS THROUGH FIRE-RATED WALL OR FLOOR ASSEMBLIES ARE TO Joist to Sill Too Plate r Girder F - ail 3 8d Common Per Joist b.MINIMUM OPENING O Q
a.ALL WOOD SILLS,BLOCKING, NAILERS, ETC. IN CONTACT WITH MASONRY, CONCRETE OR COMPLY W/P2603. a HEIGHT 24'• TYPICAL UPLIFT CONNECTION
SOIL TO BE ACQ(TREATED). g.WATER&DRAINAGE PLUMBING IS TO BE INSTALLED IN ACCORDANCE w/SECT. ri in t (Toe-Noll) 2 Sd Common Each End o c.MINIMUM OPENING / (FOR OPENINGS) a
b. PROVIDE ALUM. TERMITE SHIELD& SILL SEALER AROUND ENTIRE PERIMETER. P2603. WOOD FRAMEDRILLING &NOTCHING ARE TO BE IN ACCORDANCE w/ INSTALLATION �' x
c.ALL NAILS, BOLTS, JOISTS HANGERS&FRAMING CONNECTORS TO BE HOT-DIPPED P2603.2. PIPE PROTECTION AGAINST PHYSICAL DAMAGE&CORROSION IS TO BE IS I in t i T - 2 8d Common Each End TYPICAL RT16T o WIDTH U f--t
GALVANIZED. TO BE IN ACCORDANCE w/P2603.2.1 &P2603.3.SEE P2603.4& P2603.5 FOR PIPES d.MAXIMUM SILL OP "
° HEIGHT OF 44" AREA
AREA
@16"0/C U
I in t ill r T PI t T - it 3 16d Common Each Block TRUSS/RAFTER TO DOUBLE o s AREA
d.ALL JOISTS, RAFTERS,HEADERS& GIRDERS SHALL BE DOUG FIR f'b 850 PSI MIN. IN FIRE RATED ASSEMBLIES AND THROUGH FOOTINGS/FOUNDATION WALLS. � TYPICAL LSTA24 W O
° e. MUST BE � /
STUDS TO BE MIN. HEM FIR f b 850 PSI. h. PIPE PENETRATIONS THROUGH FOUNDATION WALLS ARE TO BE COVERED w/A PLATE INSTALLATION @ 16"Il o OPERABLE x s
e.ALL SHEATHING SHALL BE 1/2"DOUGLAS FIR EXTERIOR GRADE PLYWOOD, NAILED 6d SLEEVE 2 PIPE SIZES GREATER THAN THE PIPE PASSING THROUGH IT,IN Led er Stri to Beam Face-Nail 3 16d Common Each Joist N N LSTA24-980 lbs.UPLIFT 20 GA.
WITHOUT KEYS OR 5.7SO.FT /5.7$0 FT, 1 1/4"x24"
@ 6"O.C. 2 INTERIOR&INTERMEDIATE BLOCKING POINTS. COVERED WITH 15 LB. ACCORDANCE w/P2603.4. MINIMOM� MINIMUM /
BUILDING PAPER OR CELOTEX INFILTRATION BARRIER PROPERLY TAPED& SEALED. i. PIPE SUPPORTS ARE TO COMPLY w/SECT. P2605.TABLE P2605.1 APPLIES, EXCEPT t r (Toe-Noll) (3)8d Common Per Joist GIRDER TO CONCRETE PIER DETAIL TOOLS / §
f. ALL SUB FLOORS TO BE 3/4"PLYWOOD NAILED WITH TWIST NAILS @ 6"O.C. LEAD PIPE IS NOT TO BE USED. PIPE MATERIALS ARE TO COMPLY w/SECT. P2609. BondI to Joist CRIPPLE STUD
- II 3 16d Common Per Joist MINIMUM SIZE WINDOW MINIMUM SIZE WINDOW
g.ALL WALL CORNERS TO BE MIN. 3 STUDS NAILED 16d- 12 O.C. j. WHERE THE VOLUMES OF ROOMS AND SPACES ARE COMBINED FOR THE PURPOSE OF FOR20 CLEARHEIOHT w FOR24'CLEARHEIGHT STRAP REFERENCE3.3B
h. HEADERS,TRIMMERS&JOISTS UNDER PARTITIONS TO BE DOUBLED BLOCK BETWEEN PROVIDING INDOOR COMBUSTION AIR,THERE SHALL BE AT LEAST TWO OPENINGS ANCHOR BOLT DETAIL �� FOR NAILING
JOISTS UNDER PARTITIONS. BLOCK STUD WALLS @ 1/2 STORY HEIGHTS& AT PROVIDED, ONE WITHIN 1 FOOT OF THE CEILING OF THE ROOM AND ONE WITHIN 1 FOOT n i t ill r T PI (Too-Noll) 2 16d Common Per Foot e
TYPICAL UPHD8 INSTALLATION J
UNSUPPORTED EDGES OF PLYWOOD. OF THE FLOOR FOR COMBINED USE OF INDOOR AND OUTDOOR AIR. SIZE OF VENTS Wood structural panels, subfloor, roof and interior wall sheathing toJ FLOOR HE A ER
ANCHOR BOLT-TO-PLATE UPLIFT CONNECTION IS REQ'D.@ EA.
I. ALL CAP PLATES TO BE DOUBLED&NAILED WITH 16d @ 12"OC LAMP CAP PLATES AT TO BE DETERMINED BY MANUFACTURERS SPECIFICATIONS. framing and particleboard wall sheathing to framing.
CORNER. END OF HEADER&C�BOTTOM OF
-TO-STUD CONNECTION s5 HEADER STUDS,IN ADDITION TO
j. HEADERS OVER DOORS AND WINDOWS UP TO 3'-0"WIDE TO BE(2)2x6 FOR OPENINGS See Table R602.3(3) for wood structural panel exterior sheathing SHEAR WALLS ONLY- CONNECTORS @ WALL STUDS&
3'-0"TO 5'-0"USE (2)2x8, UNLESS OTHERWISE NOTED. THE CONSTRUCTION TYPE DESIGNATION SHALL BE "I", "II", (0 TOP&BOTTOM OF CRIPPLES
to wall framing "Ill", "IV", „ „
k. FOR HEADERS OVER 5'-0"LONG USE DOUBLE JACK STUDS. _ ___.._..____._....._._____._.___.__._________ ....____. _..__.__.___._.._..__...____.____.-.._.-_.._...__-__.._...-_..___...__...._.____.-.___. , (SLAB ON GRADE,ETC.) OR V TO INDICATES THE CONSTRUCTION
i Intermediate UPHD8-3,3001bs.UPLIFT
f.MIN. BEARING FOR JOISTS, BEAMS& STUDS TO BE 3 1/2". Table R602.3(3) _...__._._._ ..... Edges CLASSIFICATION OF THE STRUCTURE UNDER SECTION 602
m. PROVIDE SOLID BRIDGING MAX. 8'-0"O.C. IN ALL FLOOR CONSTRUCTION. Gd Common O WS3 WOOD SCREWS
_ _ __ Requirements for Wood Structural Panel � 3/8"-1/2" 6"o.c. 12"O.C. FOR CORNERS& OF THE BCNYS FLOOR TO FLOOR CONNECTION
n. PROVIDE COLLAR BEAMS AT RAFTERS AS PER STATE &LOCAL CODES. (16"o/c,@ -"" "' "" bd Common OPENINGS 5 0 OR GREATER
Wall Sheathing used to Resist Wind z
4-5 ABOVE ATTIC FLOOR) OR 1/3RD WAY DOWN FROM RIDGE ____,_._._._.__.._..__.-_ ..... _.__.- __-...___. _..-.__._._____.__..._.___..__.._._.._.....-______.._-..._____..._.___..,.____._...` TYP. CONNECTION FOR TWO
t er
I 1 ,-1„
9/32
O
O. ROOF FRAMING IS DESIGNED IN ACCORDANCE w/THE PROVISIONS(OF CH.3 OF THE Pressures 8d Common 6"o.c. 12"o.c. STORY h-+
_.....__ .._..-_._..._-_.__........_.__._.__..._...._____....._...___.._.__M..._......_._._. APPLICATIONS
2018 W.F.C.M. _.�_.__- __ ._.__._✓ _..__. Minimum Minimum ,e/8"%%C ANCHOR BOLT@36"OC Con
PARALLAM, t 1 1/8"-1 114" 6"o.c. 12"O.C. REFLECTI MINIMUM SHEAR WALLSEGMENT SIZE
p. MICROLLAM OR WOOD STRUCTURAL MEMBERS TO BE AS MANUFACTURED j + 10d Common ASPECT RATIO:HIL<31 -
BY TJI CORP. OR APPROVED EQUAL. Wood Nominal ; Maximum i VE WHITE
MATERIAL FOR STRUCTURAL MEMBERS IS TO BE IDENTIFIED IN ACCORDANCE w/R502.1 Structural Panel Wall Stud Other wall sheathing WALL HT(H) SEGMENT WIDTH(W) W
q' 1 i i i 1/2"Structural Gellusic Fiberboard 1 1/2"Galy Roofn , ' REFLECTIVE RED s'r' 2-s MATERIAL FOR LOAD BRG. STUDS,PLATES,AND HEADERS ARE TO BEE IDENTIFIED IN I Panel Span I Thickness Spacing ; g 3"o.c. 6"o.c.
11
ACCORDANCE w/R602.1. Sheathing Nall PANTONE#187 is-1° 3'-0
Minimum Nail Rating (Inches) (inches) Panel Nall Spacing Ultimate Design Wind Speed m s
r. STRUCTURAL FLOOR MEMBERS ARE NOT TO BE CUT, BORED, OR NOTCHED IN EXCESS - -- - - - - )--`-- - p g- --- g p �"�' -
Structural Cellusic Fiberboard 3/4"Galy Roofln STUD TO FOUNDATION CONNECTION s
OF THE LIMITATIONS SPECIFIED IN FIG. R502.8. CUTS, NOTCHES,AND HOLES BORED IN �._..._._..___..._._�..-.__.___,__w__ .._.-I__..... __._._...._....t_._._____.-._.-....i...-.-_._.._-_...__. `. ._.._.._._ __._` _. _ .__._....__..._..._... Wind exposure category _ 25/32 ail g 3"o.c. G"o.c.
ENGINEERED WOOD PRODUCTS ARE NOT PERMITTED UNLESS THE EFFECTS OF SUCH I Edges Field i SIMPSON MST2720GA.METAL STRAP, z ), DESIGNATION FOR STRUCTURAL COMPONENTS II
PENETRATIONS ARE SPECIFICALLY CONSIDERED IN THE DESIGN OF THE MEMBER, IN 1 2"Gypsum Wallboard 1 114 Screws 7"o.c. 7 o.c. 12"MIN.ON STUD SURFACE 1 THAT ARE OF TRUSS TYPE CONSTRUCTION TYPICAL UPHD8 INSTIALLATION
Size Penetration(in) _ I(inches o.c.)'(inches o.c.) B C D 3 .; HOLDowN w/ 5/8"ITHREADED ROD N
ACCORDANCE w/R502.8.2. STUD DRILLING& NOTCHING ARE ALSO-TO COMPLY w/ - - -- - - _ . .___ . _ . ..._ _....__.. TYPICAL LSTA36 �' II _ �
6d Common 1.5 24/0 3/8 I 16 1 6 i 12 140 115 110 1 3/8 Screws 7"o.c. 7'o.c. /
R602.6. (SEE DETAIL) __.. ...._ __..__.__.. ___.._._. _....... .. . .___. __...__ ...._.__ _._._. _..._ . _._.._.__. . ___...._...__ __. __.___._. __.__.._ ___.._. ___. _..___. __. "Gypsum
s. IN ACCORDANCE w/SECTION R312.1.3, REQUIRED GUARDS FOR HANDRAILS ARE TO 8d Common' 1.75 24/16 7/16 16 _i _ _6 12 170 140 135 i (OR EQUIVALENT) DING a N N__._. _ .__ allboard FLOOR FRAMING, INC
II II
4
HAVE GAPS THAT DO NOT ALLOW PASSAGE OF A 4"o SPHERE l I 24 1 6 12 w_ v 140 115 110 I Wood structural panels combination subflocir REFERENCE "F" GIRDERS AND BEAMS
NOTE'
t. STAIR TREADS SHALL BE 1 1/4"'THICK CLEAR OAK,UNLESS NOTED.
i__...._--._.___,__.,.-_...,__.______-. _� ..___. _:__._____� __._:__ __. _..�s._._-.-._.._.___S_.�__a .__._. _.__..._ I _... �_ FOR NAILING 1/ " MAYBE N w
u.INTERIOR TRIM SHALL BE CLEAR MATERIAL UNLESS OTHERWISE NOTED. 3/4"or Less 6d Common 6"o.c. 12"o.c. STROKE „ „ REQUIRED
WRAP&NAIL STRAP AROUND FOR SHEAR O Q Z
v. WALL& CEILING FINISHES ARE TO HAVE A FLAME SPREAD CLASSIFICATION NOT SILL @16"OCON EACH STUD 6" DIAMETER "FIR" Fi nog AND ROOF FRAMING z A A
GREATER THAN 200 IN ACCORDANCE w/R302.9.4,&A SMOKE DEVELOPED INDEX TABLE R403.1 MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS(xhesb 7/8"-1" 8d Common 6"o.c. 12"C.C. / Z/8"-A%C ANCHOR BOLT@36°oc
NOT GREATER THAN 450, IN ACCORDANCE Nr/R302.9.4.TESTING METHODS MUST TRUSS SIGN NOTE:INSTALL TRUSS SIGN AT LOCATION OF INCOMING ELECTRIC SERVICE.CONTRACTOR TO FURNISH AND INSTALL
COMPLY w/R302.9.3 11181,-1 114 10d Common 6"o.c. 12 o.c. LSTA36-1,305 lbs.UPLIFT 18 GA.1 PROFESSIONALLY.FABRICATE AS DETAILED IN DWG. I7' A A Q U
w. ALL CLOSET SHELVES TO BE CLEAR PINE UNLESS OTHERWISE NOTED. LOAD-BEARING VALUE OF SOIL(psf) 1/4"x36" / TRUSS SIGNAGE RE IF ENGINEERED WOOD ON PLANS
X.PROVIDE 1 "WOOD CLOTHES ROD IN ALL CLOSETS. 1,500 2,000 3,000 £4,000 For wood structural panel roof sheathing attached to gable end roof framing and to I Q FLOOR TO FLOOR CONNECTION SCALE:
y. CERAMIC TILE SURFACES&INSTALLATION ARE TO COMPLY w/R70)2.4,OTHER conventional light-frame construction intermediate supports within 48 inches of roof edges and ridges, nails shall be spaced REQUIRED FOR UPLIFT 1/4r� = 1
FINISHES TO COMPLY w/R702.5,&R702.6. 1-story 12 12 12 12 at 6 inches on center where the ultimate design wind speed is less than 130 mph and
z.ANY CHANGES TO THE STRUCTURE SHOULD BE BROUGHT TO THE ATTENTION OF THE END ENGTH r
2-story 15 12 12 12 OPTIONAL NAILS ,
ENGINEER BEFORE CHANGES ARE MADE TO THE STRUCTURE ON SITE.. 3-story 23 17 12 12 shall be spaced 4 inces on center where the ultimate design wind speed is 130 mph or (WOOD SHRINKAGE m 12" YPICAL
greater but less than 140 mph MAY OCCUR AND
CAUSE STRAP TO
flinch brick veneer over light frame or 64noh hollow concrete masonry BUCKLE OUTWARD)
ROOFING /SIDING NOTES 2-•tor 12 12 12 12 r,
2-story 21 16 12 12 RAFTER TO DOUBLE TOP PLATE DETAIL TYPICAL STUD PLATE TIE SERIES - SP4 FLOOR TO FLOOR CONNECTION
a.ROOF COVERING MATERIALS ARE TO COMPLY w/SECTIONS R902, R904,&R905 AND 3-story 32 24 16 12 U
ARE TO BE IDENTIFIED IN ACCORDANCE w/R904.4.ROOF DRAINS ARE TO BE PROP INSTALLATION @ 16 O.C. (FOR NAILING CANTILEVER CONDITIONS) CLEARS N 77006
�
INSTALLED IN ACCORDANCE w/R903.4. DRAWINGS AND DETAILS TO BE SUBMITTED. &-inch solid or fully grouted masonry DOUBLE LVL A
1-story 16 12 12 12 FASTENERS:2-10dX1 112 y0 �FESS1
b. ASPHALT SHINGLE UNDER-LAYMENT IS TO COMPLY w/SECTION R905.2.3. SELF SEAL RAFTERS/TRUSS INSTALLATION @ 16"O/C TYPICAL LSTA
STRIPS AND FASTENERS ARE TO COMPLY w/R905.2.4& R905.2.5. (DETAILS OF 2-story 29 21 14 12 z
ASPHALT SHINGLE ROOFING INSTALLATION ARE TO BE SUBMITTED. FOR ROOF SLOPES 3-story 42 32 21 16 FASTENERS:10-1 0dX1 112 '�c EXIST 2X4 STUD WALL @ 16"O.C. TYPICAL KST237 20 cat i 980"Il UPLIF DWG. NAME:
OF 4/12, DOUBLE UNDER-LAYMENT IS REQ'D.IN ACCORDANCE w/R905.2.7.THE REQ'D PLATES I'l 3/9/16" LSTA24-980 Ibs.UPLIFT 20 GA. IN � DETAILS
UNDER-LAYMENT IS TO CONFORM w/ASTMD226, D 1970,D4869,AND D6757,AND IF 1 1/4"x24" / s
APPLICABLE,TYPE CLASSIFICATION INDICATED IN ACCORDANCE w/TABLE R905.1.1(1) For 51:1 inch=25A mm,1 pound per square foot=0.0479 kPa. DOUBLE EXISTING 2X4 SILL A- END LENGTH
PLATE 1"MIN. 12" YPICAL & NOTE S
C.FOR ROOF SLOPES, ICE PROTECTION THAT CONSISTS OF AT LEAST 2 LAYERS OF a.Where minimum footing width is 12 inches,use of a single wyH1e of solid or TOP PLATE PROVIDE BLOCKING s
UNDER-LAYMENT CEMENTED TOGETHER, OR A SELF ADHESIVE POLYMER MODIFIED e
fully grouted 12-Inch nominal concrete masonry units is permitted. z _J ; PROPOSED 2X4 DOUBLE TOP
BITUMEN SHEET, IS TO BE USED & IS TO EXTEND FROM THE EAVE'S EDGE TO 24"MIN. < PLATE o
INSIDE THE EXTERIOR WALL LINE OF THE BUILDING IN ACCORDANCE w/R905.2.7. & FLOOR-TO-FLOOR
iv a REFERENCE 3.3B REFERENCE 3.36
DWG. NO.:
R905.1.2. r F FOR NAILING INSTALLATION @ 16"O/C FOR NAILING
12"MIN.
d. FLASHING MATERIALS ARE TO BE CORROSION-RESISTANT AND INSTALLED IN
owe-
ACCORDANCE w/R703.8, R903.2,&R905.2.8. ll
2X4 STUD WALL @ 16" STRAP Q
e. HOUSE WRAP MATERIAL OR BUILDING FELT&IT'S INSTALLATION ARE TO COMPLY w/ O.C. EACH STUD s�
R703.2 TYPICAL H16 -1470 Ibs. UPLIFT ' f PROP 2X4 STUD WALL @16"O.C.
f. WEATHER RESISTANT SIDING ATTACHMENT AND MIN.THICKNESS ARE TO COMPLY w/ 6-10dX1 1/2" o� WALL TO CRIPPLE WALL CONNECTION
R703.3.2. TRUSS/RAFTER TO DOUBLE (o.14a"x1 1/2") _
PLATE INSTALLATION PAGE 2 OF 2
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