HomeMy WebLinkAbout50941-Z SOU
pF ryo`o Town of Southold
* * P.O. Box 1179
C io 53095 Main Rd
Couar? Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 46988 Date: 04/20/2026
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 1080 New Suffolk Rd Cutchogue,NY 11935
Sec/Block/Lot: 109.-6-9.4
Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 06/02/2022
Pursuant to which Building Permit No. 50941 and dated: 07/12/2024
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:
Additions and alterations, including raised masonry patio with screened porch and roof top
deck, to existing single family dwelling as applied for.
The certificate is issued to: Stacy Paetzel
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL:
ELECTRICAL CERTIFICATE:
PLUMBERS CERTIFICATION:
tAuore Sig ature
ho��oFso�ryo TOWN OF SOUTHOLD
BUILDING DEPARTMENT
• �� SOUTHOLD, NY
o�y000NT'(Nc�
BUILDING PERMIT
RENEWED
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#' 50941 Date: 07/12/2024
Permission is hereby granted to: Renewal Date: 03/13/2026
Stacy Paetzel
1080 New Suffolk Rd
Cutchogue, NY 11935
1"0:
Construct raised masonry patio addition to existing single family dwelling as applied for.
5/15/23 AMEND permit:to include screen room on raised patio and upper deck as per plans.
replaces by#48037
Premises Located at:
1080 New Suffolk Rd, Cutchogue, NY 11935
SCTIVI# 109.-6-9.4
Pursuant to application dated 06/02/2022 and approved by the Building Inspector.
To expire on 03/13/2028. °
Contractors:
Fees:
Renewal Fee $308.00
Total 308.00
Building Inspector
-Foy TOWN OF SOUTHOLD
d�o�°SUF BUILDING DEPARTMENT
TOWN CLERKS OFFICE
• SOUTHOLD
, NY
~'tea':%rxt
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#: 50941 Date: 7/12/2024
Permission is hereby granted to:
Paetzel, Stacy
1080 New Suffolk Rd
Cutchogue, NY 11935
To: Construct raised masonry patio addition to existing single family dwelling as applied
for.
5115123 AMEND permit: to include screen room on raised patio and upper deck as per
plans.
replaces by#48037
At premises located at:
1080 New Suffolk Rd, Cutchogue
SCTM #473889
Sec/Block/Lot# 109.-6-9.4
Pursuant to application dated 6/2/2022 and approved by the Building Inspector.
To expire on 1/11/2026.
Fees:
PERMIT RENEWAL $566.00
Total: $566.00
Building Inspector
SUFFn�� TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
ca
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#: 48037 Date: 7/5/2022
Permission is hereby granted to:
Paetzel, Stacy
1080 New Suffolk Rd
Cutchogue, NY 11936
To: Construct raised masonry patio addition to existing single family dwelling as applied
for.
6/1.5123 AMEND permit ato include screen room on raised patio and upper deck as per
plans.
At premises located at:
1080 New Suffolk Rd., Cutchogue
SCTM #473889
Sec/Block/Lot# 109.-6-9.4
Pursuant to application dated 6/2/2022 and approved by the'Building Inspector.
To expire on 114/2024.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $466.80
CO-ADDITION TO DWELLING $50.00
,AMENDMENT TO PERMIT _ $99.20'
Total: $616.00
Building Inspector
�o�sufFo TOWN OF SOUTHOLD
BUILDING DEPARTMENT
H a TOWN CLERK'S OFFICE
o • 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#: 48037 Date: 7/5/2022
Permission is hereby granted to:
Paetzel, Stacy
1080 New Suffolk Rd
Cutchogue, NY 11935
To: Construct raised masonry patio addition to existing single family dwelling as applied
for.
Pit premises located at:
1080 New Suffolk Rd., Cutchogue
SCTM #473889
Sec/Block/Lot# 109.-6-9.4
Pursuant to application dated 6/2/2022 and approved by the Building Inspector.
To expire on 1/412024.
Frees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $466.80
CO-ADDITION TO DWELLING $50.00
Total: $516.80
Building Inspector
so
1o�aOF�TyOI'* # TOWN OF SOUTHOLD BUILDING DEPT.
Coum, 631-765-1802
o INSPECTION
[ ] FOUNDATION 1 ST/ REBAR [XROUPLBG.
FOUNDATION 2ND [ TION/CAULKING
FRAMING /STRAPPING [
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
I n
DATE ?v' ��Oow INSPECTOR
Tiderunner Engineering & Design, P.C.
7 Ridgewood St
Bay Shore,NY 11706 (631)-839-482
October 21,2025
Building Inspector
Town of Southold
L�, ;
53095 Main Road
Southold,NY 11751
Re: Construction Certification
Deck Construction '
1080 New Suffolk Road, Cutchogue,NY
To Whom It May Concern:
I visited the home at the subject address on Thursday, September 11, 2025 to inspect the
existing exterior wood deck construction. I inspected the construction and reviewed the
construction documents. The deck is supported by a poured concrete foundation on a
reinforced concrete footing. All support posts are posted to the foundation. The
foundation,both wall and footing, was constructed as per the plans and complies with the
requirements of the 2020 Residential Building Code. The framing of the deck also
complies with both the plans and the 2020 Residential Building Code.
If you have any questions please feel free to contact me.
of NEW y Sincerely,
� o
e z Louis Schwartz,P.E.
�ys�v 0 oos-N
AR�FESS\���
FIELD INSPECTION REPORT DATE COMMENTS
a
d
FOUNDATION (1ST)
S
--------------------------------------
FOUNDATION (2ND)
ROUGH FRAMING& t�
PLUMBING
rr
INSULATION PER N.Y. H
STATE ENERGY CODE
Q �
FINAL
ADDITION C MMENTS ,Z
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�o�oSUFF01KcoGy� TOWN OF SOUTHOLD—BUILDING DEPARTMENT
w Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtowm.gov
1# `t•
Date Received
APPLICATION FOR BUILDING PERMIT
R
For Office Use Only FJUIU[►i�{ n
G 2022
PERMIT NO. O Building Inspector: BUILDING DEpr
TOWN OFSOUTH&O
Applications and,forms must be filled out iri their entirety Incomplete
.applications will not be accepted .Where,the Applicant is t t nohe.,owner,an
Owner's Authorizatwn form(Page 111 shall be completed.
Date:06.01.2022
OWNERS)""OF PROPE RTY
NameJonathan & Stacy_ Paetzel.__-_----- _. 1 scrM#s000-109-06-9.4 -
Project Address:1080 New Suffolk Road
Phone# 631-209-2410 Email.stacy__@mplastudio.com
Mailing Address:1080 New Suffolk Road
"CONTACT'PERSON
Name:Stacy Paetzel_
Mailing Address:1080 New Suffolk Road
Phone#:631-209 2410 Ext. 1# Em Stacy@mplastudio.com
DESIGN PROFESSIONAL"INFORMAT.ION:
Name:Marshall Paetzel Landscape.Architecture, PC - Jonathan Paetzel,__RLA
Mailing Address:PO Box 478 -Mattituck, NY 11952_
Phone#:631-538-8622 _ _ _ _ Ema'i^jonathan@mplastudio_com
CONTRACTOR INFORMATION:
Name:Mera Masonry and_Stone, Inc.
MailingAddress:PO Box 420 - Middle Island, NY 11953
Phone#:631-375-1007 _ . E'Ta'! jmeraconstruction@gmail.com
DESCRIPTION OF:PROPOSED CONSTR UCTION-
❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
DOther Elevated Stone Patio with steps attached to existing residence $ 25,000
Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes RNo
1
;'`:PROPERTY INFORMATION?.
Existing use of property: Residence Intended use of property: Residence
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
_----------
. --- - --- this property? ❑Yes ®No IF YES, PROVIDE A COPY.
❑`Check`Box After Reading The owner/contractor/design professional is responsibI616r.all drainage and storm water issues as provided by
Chapter 236 of the Town Code APPLICATION IS HEREBY MADE to the:Building Department for the issuance of a`Building Permit pursuantto the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable laws;Ordinances or Regulations,for the construction of buildings,
additions;alterations`or.forreinoval or demoldiona`s hereiri`described.The applicant agrees to complY,with Al applicable laws,ordinances;building code,
:.housing:code and regulations and to admit authonied inspectors on premises'and in building(s)for necessary inspections.False staterr entsmade herein are .
;punishable as'a Class A misdemeanor,pursuant to Section 210 45 of the.New York state Penal'Law °.
Application Submitted 7BYXpr)n�t nam :Jon an P el ❑Authorized Agent BOwner
Signature of Applicant: Date: 06.01.2022
STATE OF NEW YORK)
SS:
COUNTY OF
10L0 Pkf iZzed being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the C�u>�q eip,
(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 best of his/her knowledge and belief; and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
3
day of Jones ,20
Otary Public
TRACEY L. DW ER
NOTARY PUBLIC,STATE OF NEW YORK
PROPERTY OWNER AUTHORIZATION NO.01 DW6306900
QUALIFIED IN SUFFOLK COUNTY
(Where the applicant is not the Owner) COMMISSION EXPIRES JUNE 30, 62_&�Z—
I, residing at
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
Southold Town Building Department
P.O.Box 1179 Permit#: 48037
53095 Main Rd
Southold,New York 11971 Permit Date: 7/5/2022
(631)765-1802 Expiration Date: 1/4/2024
Parcel W: 109:6-9.4
BUILDING PERMIT RENEWAL LETTER
Dated: 7/3/2024
Applicant: Paetzel, Stacy
Location: 1080 New Suffolk Rd., Cutchogue
Work Description: ADDITION/ALTERATION
Construct raised masonry patio addition to existing single family dwelling as applied for.
5/15/23 AMEND permit: to include screen room on raised patio and upper deck as per plans.
A FEE OF $566 IS REQUIRED TO RENEW THIS BUILDING PERMIT.
Owner: Paetzel, Stacy
Address: 1080 New Suffolk Rd
Cutchogue,NY 11935
The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please
submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building
Department,P.O. Box 1179, Southold,New York 11971
THANK YOU,
SOUTHOLD TOWN BUILDING DEPT.
" $°°06'4°"E PA ETZ E L
13 - - - - - - - - - - - - - - ----245.00' APPROVED AS DO ED RESIDENCE
L
EXISTING POOL FENCE
DATE. 5 d B.P.# 1080 New Suffolk Road
OQ +GATE(TYP.)
FEE:%�QY: Cutchogue, New York
EXISTING POOL EQUIPMENT CONCRETE WASHOUT o NOTIFY BUILDING DEPARTMENT AT+SCREEN WALL
765-1802 9 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS:
1 ----CONSTRUCTION I ( 1. FC)Il 'r),ATi0N - TWO PI7Ql.11^EIS
I
j STAGING AREA j E�,°`' I.:,�I s{ 'l�l�:i�t
I I ( 2. f'z�;tf:P1 _ a' wtl41a4'Re i I~'i_LOM1,i1ING
L-----------------
r X,r�x* 4. FINAL - CONSTRUCTION MUST
DE COMPLETE FOR C.O.
EXISTING GRAVEL DRIVEWAY ALL CONSTRUCTION SHALL MEET
k<:•.'. >:, . k x THE RECOUIREN, NTS OF THE N.Y.
EXISTING I �+� E° I r 1e�n
� � � ,•'ti"'�°' v I � N `Y. TO BE USED AS CONSTRUCTION
` '� ' I Y ACCESS �TATF I t`7i1:� %¢
EXISTING DRIVEWAY
,.r �. v TRUCTION & ENERGY
SWIMMING
" "ORS mars all poetel
POOL .ia - ,. .,
LU LANDSCAPE ARCHITECTURE
I W
Q NORTH FORK
ft
° OCCUPANCY OR °x
478
� 7 12830 Main Road
0 1 � 1 USE IS UNLAWFUL Mattituck,NY 11952
w
WITHOUT CERTIFICATE phone: (631)209-2410
315
fax: (631)315-5000
OFOCCUPANCY email: mail@mplastudio.com
U) SURVEYOR:
Nathan Taft Corwin Land Surveyor
PROPOSED MASONRY STEPS DN I -n 1586 Main Road
PROPOSED 41?
BUILT-IN PLANTER I -n Jamesport, NY 11947
COMPLY WITH ALL CODES OF Office: (631) 727-2090
EXISTING 80 SF WOOD
STOOP TO BE REMOVED NEW YORK S ATE & TOWN CODES
r AS REQUIRE AND CONDITIONS OF
PROPOSED 685 SF RAISED EXISTING
3 MASONRY TERRACE+STEPS RESIDENCE SOUTHOLD TOWN ZBA
a SOUTHOLD TOWN PLANNING BOARD
145-2" SOUTHOLD TOWN TRUSTEES
0 (PROPOSED TERRACE) EXISTING 40 SF WOOD STOOP O
°' TO BE REMOVED DN 71
Z 4R i EXISTING MASONRY STOOP I N.Y.S.DEC
__-
DN I1R
2
2"U" EXISTING CHIMNEY TO REMAIN
w RETAIN STORM WATER RUNOFF
PURSUANT TO CHAPTER 236
OF THE TOWN CODE.
W I
Q V1
GEl W & = I SITE DATA:
13E����RP `r' Cl fO ExGATE T ISTINGPOOL FENCE oW
\Q�oQQs X LO Lot Area: 09 -9.4
40,68 0�
°
o.
0
6SSs `" NOTES:
S 800 06'40"W — —
192.42' 1. Existing conditions based on survey
prepared by Nathan Corwin, LS, dated
10 February 22,2010.
2.This drawing is for the purpose of obtaining
permits only. NOT FOR CONSTRUCTION.
RAISED TERRACE PLAN 3. Unauthorized alteration of this plan is a
A violation of NYS Education Law.
Plan 1"= 16'-0"
FOUNDATION NOTES:
1. All sections and details shall be considered typical and
apply for all same and similar conditions, unless
otherwise specifically noted.
2. All footings shall rest on undisturbed soil on minimum
bearing capacity of 2 tons per square foot. Footings
shall be a minimum of 36" below grade.
3. Backfill with approved material. Backfilling under the
slab and around piers shall be done in layers, not to REVISIONS
exceed 12". Compactions hall be 95%of maximum DATE DESCRIPTION
EXISTING density at optimum moisture content. Do no Backfill --
RESIDENCE walls until they are laterally supported.
EXISTING CHIMNEY 4. Excavation shall be protected from frost in cold
TO REMAIN weather. f1 E (;, FF
5. Remove all water from excavation prior to placement LJ
of concrete.
0 6. Concrete material Fc =3,000 psi at 28 days for all
HANDRA concrete. BUILDING DEPT.
I IL — TOG
AS REQUIRED(TYP.) I 7. Air entrain all concrete for foundation walls exposed to WN OFSOUT}iOL
I ° 7" ; weather. Calcium chloride shall not be used.
L------------- i o° 8. Grout and rub all exposed surfaces of foundation walls s e a I
I UPPER TERRACE j I 10" within 48 hours of pour.
9. Concrete work shall be in accordance with ACI 301-84 pNDSCgp
I I I EXISTING RESIDENCE
I DN 1R 7" I and ACI 318-83 lG� a�4Car/,o '9,p
° I LOWER TERRACE I 10. Reinforcing steel :ASTM A615 Grade 60 a�
DN 4R 1 UNEXCAVATED I I 11. Maximum slump: 4'for slabs and 5"for all other
1 o I I 24" I concrete. O °�
I I I I i .j, n
1 I I I I 12. Floor slab to receive steel trowel finish. Apply curing
---- `----- t I
UNEXCAVATED I I I I
I 4' CONCRETE SLAB I I - compound immediately after troweling. f * '
5'-5" I j WITH 6x6 W.W.M.ON COMPACTED FILL. 0027 l -FINISHED MASONRY TERRACE
� OQ�
1 I NOT TO EXCEED 0D ABOVE GRADE 1 1 I I OF NE`��l
j I I g I 4"CONCRETE SLAB I I
WITH 6x6 W.W.M.ON j I
j i j I COMPACTED FILL. I I
I L -----------------------------------------------------------------------------j FINISHED MASONRY TERRACE j i TITLE:
I NOT TO EXCEED 24"ABOVE GRADE I I L E G E N D
I BLUESTONE PAVING TO MATCH EXISTING ON SITE
TOP OF FOUNDATION
L DN 4R ° i j I REINFORCED CONCRETE SLAB 6x6 W.W.M.
----•- -------------------------------------------- o I STONE VENEER TO MATCH RAISED TERRACE
I
EXISTING ON SITE FIRST FLOOR TOP OF SUBFLOOR � — PROPERTY LINE
I L__________________________ J I —PITCH 8"PER FOOT MIN T P F M N RR io
for
N FINISHED
N.
GRADE
-----------------
PLANTER
x
MIT PLAN
PROPOSED L-- ------------- ---------- --- ---------------------- 6"MIN.GRAVEL BASE DETAIL CALLOUT
-
31'-8" 15'-9" �?
N 10"CAST IN PLACE CONCRETE FOUNDATION WALL CONCRETE FOUNDATION
WALL
b (3) NOA REBAR CONTINUOUS HORIZONTAL
° NOA REBAR @ 12"O.C.VERTICAL CONCRETE FOOTING
HANDRAIL AS REQUIRED(TYP.) FORMED+POURED CONCRETE 10"WIDE CONCRETE 12x24"CONCRETE
STEPS OVER FOOTING (TYP.) FOUNDATION WALL FOOTING 36'BELOW CONTINUOUS 12"x 24"CONCRETE FOOTING N4=1
r
PROPOSED MASONRY STEPS GRADE MINIMUM (2) NOA REBAR CONTINUOUS
SCALE:AS NOTED =
DRAWN BY:
RAISED TERRACE FOUNDATION PLAN 2 RAISED TERRACE WALL SECTION N.COLLINS L 1
CHECKED BY:
S.PAETZEL,RLA
Plan 1/4'= 1'-0" Section 1/4"= l'-0" DATE:2022.05.10
REVISED: SHEET 1 OF 1
TYPICAL DECKJOIST SPANS GENERAL CONSTRUCTION DOTES
TABLE R507.6
APPAOt�ED AS NOTED U --
DECK JOIST SPANS FOR COMMON LUMBER SPECIES(ft.-In.) 1. ALL CONSTRUCTION SHALL CONFORM TO THE 2020 RESIDENTIAL CODE NEW Y�ORK STATE. FASTENING SCHEDULE DATE: � a 03 W
ALLOWABLE JOIST SPANb MAXIMUM CANTILEVERc,f AS ADOPTED BY NEW YORK STATE MAY 12,2020, BASED ON TABLE R602.3 (1) NAILING SCHEDULE / B.P#
SPACING ADDITIONS,ALTERATIONS & RENOVATIONS: SHALL CONFORM WITH APPENDIX:J FEE 99ao BY ILL
SIZE SPACING OF DECK JOISTS OF DECK JOISTS WITH CANTILEVERSc NUMBER AND TYP SPACING AND NOTIFY BUILDING DEPARTMENTAT O
SPECIESa J 2. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS DESCRIPTION OF FASTENER LOCATION 631-765-1802 8AMTO4PM FOR THE O
(inches) FOLLOWING INSPECTIONS: �
(inches) 3. THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION SHALL VERIFY ALL 1. FOUNDATION-TWO REQUIRED
DIMENSIONS, EXISTING OR NEW AND BE RESPONSIBLE FOR FIELD FIT. FOR POURED CONCRETE
12 16 24 12 16 24 I-
4. ALL NEW FOOTINGS SHALL BEAR ON VIRGIN, UNDISTURBED SOIL WITH AN ASSUMED BEARING CAPACITY 2. ROUGH-FRAMING b PLUMBING3. INSULATION
2 x 6 9-11 9-0 7-7 1-3 1-4 1-6 OF 2000 POUNDS PER SQUARE FOOT. ALL FOOTINGS SHALL BE 36" BELOW GRADE MINIMUM. IT SHALL FLOOR FRAMING
BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE DEPTH OF ALL EXISTING FOOTINGS 4. FINAL-CONSTRUCTION MUST
2 x 8 13-1 11-10 9-8 2-1 2-3 2-5 DISTURBED BY CONSTRUCTION. JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 4-8d BOX PER JOIST-TOE NAIL BE COMPLETE FOR C.O. _
Southern pine 21 3-8d COMMON ALL CONSTRUCTION SHALL MEET THE U
2 x 10 16-2 14-0 11-5 3-4 3-6 2-10 TABLE R401.4.1 SUBSCRIPT B: WHERE THE BUILDING OFFICIAL DETERMINES THAT IN-PLACE SOILS RIM JOIST, BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON REQUIREMENTS OFTHE CODES OF NEW
WITH AN ALLOWABLE BEARING CAPACITY OF LESS THAN 1,500 PSF ARE LIKELY TO BE PRESENT AT THE SITE, 22 PLATE(ROOF APPLICATIONS ALSO) 1 Od BOX 6"O.C.TOE NAIL YORK STATE. NOT RESPONSIBLE FOR rk",
2 x 12 18-0 16-6 13-6 4-6 4-2 3-4 THE ALLOWABLE BEARING CAPACITY SHALL BE DETERMINED BY SOILS INVESTIGATION. BLOCKING TO JOIST 2-10d BOX DESIGN ORCONSTRUCTONIERRORS O
2 x 6 9-6 8-8 7-2 1-2 1-3 1-5 5. CAST-IN-PLACE CONCRETE SHALL BE AIR ENTRAINED; 5% < 7%TOTAL AIR CONTENT BY VOLUME AND HAVE 23 2-8d COMMON EACH END
AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI. EXCEPT EXPOSED SLABS, 4-16d BOX W
Douglas fir larchd, 2 x 8 12-6 11-1 9-1 1-11 2-1 2-3 GARAGE SLABS AND STEPS SHALL BE 3500 PSI. ALL WORK SHALL BE IN ACCiORDANCE WITH CHAPTER 4. 24 BLOCKING TO SILL OR TOP PLATE 3-16d COMMON TOE NAIL W ' ` Q
hem-firs ALL CONCRETE SHALL CONFORM TO THE LATEST ACI STANDARDS. v
spruce pine fird, 2 x 10 15 8 13 7 11-1 3 1 3 5 2 9 25 2" PLANKS PLANK&BEAM FLOOR&ROOF 3-16d COMMON AT EACH BEARING,FACE NAIL W -7
6. BASE DESIGN VALUE FOR VISUALLY GRADED DIMENSIONAL LUMBER: JOISTS, STUDS RAFTERS AND ALL ( ) 4-10d BOX W O }- Cr
2 x 12 18 0 1 S 9 12 10 4 6 3 11 3 3 FRAMING LUMBER SHALL BE DOUG-FIR LARCH#2 OR BETTER, E = 1,600,000 r
MIN. FB FOR DIMENSIONAL LUMBER=850 PSI. 0 z 0
26 BAND OR RIM JOIST TO JOIST 4-10d BOX PER JOIST O
2 x 6 8-10 8-0 7-0 1-0 1-1 1-2 WOOD EXPOSED TO THE WEATHER SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE#2 OR BETTER, 3-16d COMMON OI
Redwood, INCLUDING BUT NO LIMITED TO: DECK FRAMING, POSTS, HEADERS, GIRDERS &LEDGERS. 0 W J W O
western cedars, 2 x 8 11-8 10-7 8-8 1-8 1-10 2-0 27 BUILT-UP GIRDERS AND BEAMS 10d BOX 24"O.C. FACE NAIL TO TOP&BOTTOM Q =
e 7. ALL EXTERIOR LUMBER SHALL BE ACQ REQUIRING THE FOLLOWING: STAGGERED ON OPPOSITE SIDES W � L_ (� I
ponderosa pine , 2 x 10 14-11 13-0 10-7 2-8 2-10 2-8 A.) ALL FASTENERS SHALL BE HOT DIPPED GALVANIZED-ASTM A 153 CLASS D 4-16d BOX J O
red pinee OR STAINLESS STEEL. 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-16d COMMON EACH JOIST OR RAFTER,FACE NAIL O W O O
2- 12 17.5 15-1 1 12-4 3-10 3-9 3-1 B.) USE COPPER FLASHING ONLY AGAINST ACQ LUMBER SILL PLATES ICI (n = r—
C. ALL STRUCTURAL CONNECTORS I.E. SIMPSON STRONG-TIE OR USP, ETC 2-1Od BOX(W) OR E-- ()
29 BRIDGING OR BLOCKING TO JOIST 2-8d COMMON(2-1/2l") EACH END, TOENAIL W
SHALL BE HOT-DIPPED GALVANIZED OR STAINLESS STEEL. O > I —
a. No.2 with wet service factor. Q UlJ
8. ALL ENGINEERED WOOD PRODUCTS SUCH AS"TRUS JOISTS, MICRO-LAM, ETC;"SHALL BE 0— 0— z C)b.Ground snow load,live load=40 psf,dead load=10 psf,L/A=360. INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS LATEST INSTALLATIION DETAILS, Where the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 inches o.c.
c.Ground snow load, live load=40 psf,dead load=10 psf,L/A=360 at span,L/A= 180 at FRAMING CONNECTORS,ALLOWABLE HOLE DIAGRAMS, SPECIFICATIONS, ETC.
cantilever with a 220 ound point load applied to end. MICRO-LAM"DESIGN STRESS: E = 1.9, FB=2,600 PSI, FV= 285 PS;I Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches o.c.for
p p pp "PARALLAM PSL" DESIGN STRESS: E =2.0, FB=2,900 PSI, FV=290 PSII minimum 48-inch distance from ridges,eaves and gable end walls;and 4 inches on center to gable end wall framing. t,
"ANTHONY POWER BEAMS DESIGN STRESS; E=2.1, FB=3000 PSI, FV=300 PSI E•0
d.Includes incising factor. o c [2
0 0,•-
9. STAIR HANDRAIL: R311.7.8 PROVIDE HANDRAIL ON AT LEAST ONE SIDE OF EACH °i 2 `
e.Northern species with no incising factor. a).E s E r N o o y
CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS. TABLE 507.9.1.3 1 MIN. UNIFORMLY DISTRIBUTED LOADS ° " m` ° ` 0 C "
HANDRAIL HEIGHT MEASURED ABOVE STAIR TREAD NOSING, SHALL NOT BE LESS THAN U @.E , 0 0 C `°U C
f.Cantilevered spans not exceeding the nominal depth of the joist are permitted. 34 INCHES AND NOT MORE THAN 381NCHES. ALL HANDRAILS SHALL BE CONTINUOUS DECK LEDGER TO BAND JOIST CONNECTION a C o � a
THE FULL LENGTH OF THE STAIR FROM A POINT DIRECTLY ABOVE THE TOP RISER OF A FLIGHT USE LIVE DEAD �� "� E �` ,'�� o
TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAILS,ADJACENT TO LOAD LOAD f0 R o o- O o �' o o
JOIST SPAN r o.0 a Y a)2 � m�
A WALL SHALL HAVE A SPACE OF NOT BE LESS THAN 1-1/2 INCHES BETWEEN THE WALL CONNECTION Uninhabitable attics without storage 10 c - N 0 >a = aY ` o
9 a�.N � co ca�— g o � 3
AND THE HANDRAIL. SEE CODE FOR EXCEPTIONS. REFER TO CODE FOR GRIP SIZE SPECIFICATIONS. DETAIL <6' 6'1"TO 8' 8'1"TO 10' 10'1"TO 12' a)1E c° 3 t = c 3 ° o
Uninhabitable attics with limited storage 20 10 0 0 3 o o r s a w
1/2" DIA. LAG SCREW c m -a _ °1
10. GUARDS: R312 PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30" 30" 23" 18" 15" Habitable attics&attics served with fixed stair 30 10 0 •E 0 t `'-
ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE A RAILING NOT LESS THAN 36 INCHES & 1/2" MAX. SHEATHING L a = �, o - 3
Balconies exterior an _ o v " ` c f°IN HEIGHT. RAILINGS SHALL HAVE TOP RAILS AND BALUSTERS AND BOTTOM RAILS THAT ARE (exterior) d decks 40 10 0) ` _ 0 °
1/2" DIA.THRU BOLT s °.L w e L— E 2 o
NO MORE THAN 4 INCHES APART. EXCEPT:THE TRIANGULAR OPENINGS FORMED 36" 36' 34" 29" ` 2 N E m `m
& 1/2" MAX. SHEATHING Fire escapes
BY THE RISER,TREAD AND BOTTOM RAIL OF THE GUARD RAIL AT THE OPEN SIDE OF A STAIRWAY p 40 20 co N :5 < c 6 a) o
ARE PERMITTED TO BE OF SUCH A SIZE THAT A 6 INCH SPHERE CANNOT PASS'THROUGH. 12'1 TO 14' 14'1"TO 16' 16'1 TO 18' Guards and Handrails 200 9 o rn co Q co E c. a
o =-Eo = r o w aa)i
OPEN SIDES OF STAIRS WITH ATOTAL RISE OF MORE THAN 30 INCHES ABOVE'.THE FLOOR OR
" " H .E o
GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 34 INCHES IN HEIGHT MIEASURED 1/2" DIA. LAG SCREW Guard in-fill componen!s 50
VERTICALLY FROM THE NOSING OF THE TREADS. & 1/2" MAX. SHEATHING 13" 11" 10" passenger vehicle garaoes 50
11. METAL FLASHING SHALL BE INSTALLED WERE CONCRETE ABUTS WOOD,
AND WERE DECKS ABUT HOUSE FRAMING. 1/2" DIA.THRU BOLT 24" 21 19" Rooms other than slee,��rrg rooms 40 10
"
12. INSTALL JOIST HANGERS AT ALL FLUSH STRUCTURAL LOAD BEARING CONDITIONS. & 1/2" MAX. SHEATHING Sleeping rooms 30 10
PROVIDED TO TRANSMIT THE APPLICABLE UPLIFT FORCES IN SECTION R802111.1 FROM THE LEDGERS SHALL BE FLASHED Stairs 40 20
ROOF ASSEMBLY TO THE FOUNDATION. LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) Roof
20 20
13. EXTERIOR DECKS: EXTERIOR WOOD DECKS SHALL CONFORM TO SECTION R507
FLASHING FLASHING
ALLOWABLE DEFELE�TION OF ALLOWABLE
FLASHING SHALL BE CORROSION-RESISTANT METAL OF NOMINAL THICKNESS NOT LESS THAN 0.019 INCH STRUCTURAL MEMBERS DEFLECTION
OR APPROVED NONMETALLIC MATERIAL THAT IS COMPATIBLE WITH THE SUBSTRATE OF'THE STRUCTURE
AND THE DECKING MATERIALS. Rafters having slopes greater than 3/12 with
R507.9.1.1 LEDGER DETAILS
no finished ceiling attached to rafters L/180
DECK LEDGERS SHALL BE A MINIMUM 2-INCH BY 8-INCH NOMINAL, Interior walls and partitions H/180
PRESSURE-PRESERVATIVE-TREATED SOUTHERN PINE, INCISED PRESSURE-PRESERVATIVE-TREATED HEM-FIR,
OR APPROVED, NATURALLY DURABLE,NO.2 GRADE OR BETTER LUMBER. DECK LEDGERS SHALL NOT SUPPORT
CONCENTRATED LOADS FROM BEAMS OR GIRDERS. DECK LEDGERS SHALL NOT BE SUPPORTED ON STONE L/360
OR MASONRY VENEER. All other structural memebers L/240
Exterior walls with stucco finish H/360
Exterior walls-wind loads/brittle finishes L/240
Exterior walls-wind loads/flexible finishes L/140
L=span length,H=span height o
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CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1)
WIND DESIGN SUBJECT TO DAMAGE FROM fie/
GROUND SPEED TOPOGRAPHIC SPECIAL WIND BORNE SEISMIC WINTER ICE SHIELD AIR MEAN
FROST ~
SNOW WIND DESIGN WEATHERING DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL
LOAD (MPH) EFFECTS REGION DEBRIS
CATAGORY LINEDEPTH TERMITE TEMP REQUIRED HAZARD INDEX TEMP
ZONE [�]
20 LBS 140 NO NO NO B SEVERE 3'-0" TO HEAVYMODERAT 11 YES NO 1500 or less 52.1 � �, 0
M. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. a
0.[NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet. Q� r
Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. W O
00
oll-
OF
c�
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MAY 0 8 2023
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5/44 IPE DECK BOARDS H
O
TAPERED SLEEPERS AS O
SHOWN(TREATED) rV
SINGLE PLY EPDM
4 x 4 RAILING POSTS WITH F--
_____ _ 2 x4 RAILING CAP+STAINLESS
TAfIE RED FRAMIN,C____ CABLES AT3.5"O.C.VERTICAL
_. (p T y.4UFT A!!W)
—_ .� �Pf•R9 -
SECOND STORY F.FL. — ry
1 X 6 MAHOGANY FASCIA(TRIMI\v1ED)ITCH 1 "IFT. EDGE FLASHING AS REQUIRED O
0
" GUTTER+LEADER PIPED
2"x 10"DECK JOISTS @ 16"O.C.
J—DR WELLTOMATCHEXIISTIING UNDERSIDE OF DECK JOISTS Z W
. . . . . . Ad- 1 X 8 MAHOUANY FASCIA w U Q
3/8"DIA.LAG SCREW PREDRILLED Z �
TO CENTER OF PLATE JOIST HANGER BETWEEN BEANO LJJ �-
R507.9.2 LATERAL CONNECTION 1 x 6 TONGUE+GROOVE AND JOIST U z O
CEILING(PAINTED) Q
SIMPSON DTT2Z W/(8)114"x 1-1/2"SDS SCREWS 1 X 12 MAHOGANY TO WRAP BEAM 1
11
ALLOWABLE LOAD PER TIE: 1,825LBS JOIST HANGER AT 5-1/4"x 11-7/8"PWT TREATED Q W J W O
NOT LESS THAN (2)LOCATIONS WITHIN 24" EACH DECK JOIST O
OF EACH END OF DECK: LVL BEAM 1 X 8 MAHOGANY TO WRAP 6 X 6 LJJ 0
2 X 10 LEDGER BOARD PRESSURE TREATED PRESSURE TREATED POST V J LL �.! O
SECURED TO HOUSE FILLER BEHIND MAHOGANY r — — — — — O LJJ = O O
WITH 0.22"X 4"STRONG-DRIVE SDWS BRONZE INSECT SCREEN IN CL V
TIMBER SCREWS, DOUBLE BARRIER > <
EXISTING COATING#SDWS2240ODB MAHOGANY FRAME + I I
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(3)SCREWS PER STUD c� � �41z ZRESIDENCE > (-
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1-1/4"X 5"REMOVABLE MAHOGANY ( I 0 C o aZi 0 -2o 0 0 0 M
FIRST STORY F.FL. SCREEN PANEL FRAMES I I c. "o iv - °
T.O. FIRST F.F. s2N2�C
N O Cu" 0
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° EXISTING PATIO AND 10"FOUNDATIION WALL I I f0�, m c Q N ° °' Cc
c LE 0 d� o 0�
° • ~� I I H � oimo ILmEa.Son
EXISTING GRADE x (-1512)
I I
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EIT
I I
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7
EXISTING 12"x24"CONCRETE
FOOTINGS BELOW FROST LINE
MINIMUM 36"BELOW
I
4"CONCRETE SLAB WITH 6x6
W.W.M. ON COMPACTED FILL.
J I FINISHED MASONRY TERRACE NOT
r TO EXCEED 30"ABOVE GRADE
I I
I I
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SECTION - A
— ' " FORMED AND POURED I
CONCRETE STEPS OVER
SCALE. 1 /2" — 1 -O FOOTING(TYR)
PROPOSED MASONRY STEPS
I w
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TYPICAL FOUNDATION o z
DOWEL PIN Cl)
#5 STEEL DOWEL BETWEEN NEW N Diu ¢
AND EXISTING FOUNDATIONS. PINS ='
ARE TO BE SPACED MAXIMUM 12"OC a w ra j
VERTICAL AND TWO IN FOOTING Q
i L — — — — — — — — — — WITH A MINIMUM 8"EMBEDMENT
GROUT SOLID WITH NON-SHRINK
o Z I HIGH STRENGTH GROUT.
� 9 N�
00
O Op Op O 10"WIDE CONCRETE I I EXISTING T M�
O FOUNDATION WALL I I OF MAIN T ALL
HOUSE
O O O
12"x 24"CONCRETE
FOOTING 36"BELOW
POST TO HEADER CONNECTOR I I ICI
2"MIN 0.22"X 4"STRONG DRIVE GRADE MIN. UNEXCAVATED
SDWS TIMBER SCREWS
SIMPSON BSC LEDGER BOARD 3/4"MIN
DOUBLE BARRIER COATING
(3)SCREWS PER STUD @ 16"OC E—I C-
( a tl-
4"CONCRETE SLAB WITH 6x6 '-
W.W.M.ON COMPACTED FILL.LO
FTC y p
FINISHED MASONRY TERRACE NOT Fil C?
LEDGER BOLTING DETAIL I ( TO EXCEED 24"ABOVE GRADE H
ABU66 - W/ 2- 1/2"
GALVANJIZED
CARRIAGE BOLTS °°°° I I PIP
TYP.
I L — — — — — — — — — — — — DOWEL
SIDECOVER MECHANICAL ANCHORS; oV T Ix
2"MININVIUM % SIMPSON WEDGE-ALL WEDGEANCHOR
°r L — — — — — — — — — — — — — —
15'-9" D AF?�,y
DECK POST TO CONCRETE CONNECTOR ';y1 � GF
SIMPSON ABU Installed in accordance ��
with Simpson Specifications
FOUNDATION PLAN ' L
SCALE: 1/4" = V-0" " Q�
rFOF NE`Ny
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"p O V N p C O O_U (p L•�
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LEFT ELEVATION �_ co U ° 3
L a3 o p o m o
SCALE: 1 /4" = 1 '-O" °L U
� p C•�•O rO. C � fA C O
vU T in p U ca E = p 0 N
co Z;� Q w c N C N o
L C d E CO N p Up U w
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EXISTING ROOF
EXISTING
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METAL FLASHING
.—..�..._.._._....._. ._..._.,. ,. N Li -j U) 6i
_ I AGAINST EXISTING
----�---- ------- q I MASONRY a w U
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EXISTING I I h
DWELLING I PROPOSED \e/
SCREEN ROOM W/
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I I I I P s'I "C� �+ 00 Q
00
i REAR ELEVA ION
�I - - - - - - - - - - - - - " i^vQ A- - SCALE: 1 /4 = 1 -0 ti
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— — — — — — — — — 1- — — — I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
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