HomeMy WebLinkAbout47687-Z o�OSUEfOCkcoG` Town of Southold 5/18/2022
a y� P.O.Box 1179
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53095 Main Rd
oy o��fir Southold,New York 11971
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CERTIFICATE OF OCCUPANCY
No: 43086 Date: 5/18/2022
THIS CERTIFIES that the building AS BUILT DECK
Location of Property: 1490 Skunk Ln, Cutchogue
SCTM#: 473889 Sec/Block/Lot: 97.-3-11.3
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
4/1/2022 pursuant to which Building Permit No. 47687 dated 4/18/2022
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:
"as-built" deck addition to existing_single family dwelling as applied for.
The certificate is issued to Mott,Mary
i
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED n N
k riz gnature
�o�SUFFQ��,co TOWN OF SOUTHOLD
�y BUILDING DEPARTMENT
y 2 TOWN CLERK'S OFFICE
"� • V SOUTHOLD, NY
y o�
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#: 47687 Date: 4/18/2022
Permission is hereby granted to:
Mott, Mary
1490 Skunk Ln
Cutchogue, NY 11936
To: Legalize as-built deck at existing single family dwelling as applied for.
Additional certification may be required.
At premises located at:
1490 Skunk Ln, Cutchogue
SCTM #473889
Sec/Block/Lot# 97.-3-11.3
Pursuant to application dated 4/1/2022 and approved by the Building Inspector.
To expire on 10/18/2023.
Fees:
AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $582.40
CO-ADDITION TO DWELLING $50.00
Total: $632.40
Building Inspector
,^ / pF SO(/ly0lo - --
�( V * # TOWN OF SOUTHOLD BUILDING DEPT.
`ycourm N�' 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/NAULKING h
[ ] FRAMING /STRAPPING [ FINAL �,(,� , �/1
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
r
LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
ODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
IAd4A A
vYk-' WM Q f a,
DATE. 0 A Yl/ INSPECTOR
AMP Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952
Phone:(516)214-0160
Design + Build
May 16, 2022
Town of Southold
P.O. Box 1179
Southold NY 11971
RE: Mott Residence
1490 Skunk Ln
Cutchogue NY
To Whom It May Concern,
Based on my inspection at the above address the deck footings, framing and strapping were installed
per the approved plans and NYS Code.
Please contact our office if you have any questions.
Thank you,
Anthony Portillo RA, LEED AP
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IX
M AY R 2022
Page 1 of 1
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION (1ST) Sy
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��•9 'F � o� TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959
Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.izov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
PERMIT NO. Building Inspector: APR o i 2U22
;Applications and forms must be filled out in their entirety.Incomplete BUILDING DEPT.
applications will not be accepted. Where the Applicant is not the owner,an TOWN OFSOUTHOLD
Owner's Authorization form(Page 2)shall be completed.
Date:3/31/22
OWNER(S)OF PROPERTY:
Name:Mary Mott SCTM #1000-97-3-11.3
Project Address: 1490 Skunk Ln Cutchogue
Phone#: 631-553-6533 Emall:williamwalters@danielgale.com_ ___
Mailing Address:1490 Skunk Ln Cutchogue —_
CONTACT PERSON:
Name: _ . -- —. — ._ _ci . — -
AMP Architecture, Jess a ea.r.__-___r____-�._T__s___._.._.��__.�_
Mailing Address:1075 Franklinville Rd Laurel NY _
Phone#:516-214-0160Emailjmagee@amparchitect.com _
DESIGN PROFESSIONAL INFORMATION:
Name:AMP Architecture, Anthony.Por_tillo -
Mailing Address: 1075 Franklinville Rd Laurel NY
Phone#:516-214-0160 Email:a ortillo am architect.com
�P_= -@_,-�P=�_- -_- - -
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
El New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
DOtherAs-Built kek - $
Will the lot be re-graded? ❑Yes MNo Will excess fill be removed from premises? ❑Yes ®No
1
PROPERTY INFORMATION
Existing use.of property:_Sif '1 j f J [��S j(�� Intended use of property:
Zone.or use district in which premises is situated:__ Are there-any Covenants and restrictions with"respect to.
this propertyT ❑Yes:U/o IF-YES,PROVIDE A COPY:
[910"eck Box After.Reading: The-owner/contractor/design professional Is responsible for 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 pursuant to 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,alteiations.or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, .
housing code and regulations and to admit authorized inspectors on premises and in building(s).for necessary.inspections.False statements made herein are"
punishable"as a Gass A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By(print n me Authorized
Agent .Owner- : ".
Signature of Applicant: Date: �./11)
STATE-0F:NEW YORK) .
COUNTY"OF .S U- O K
SSing drily sworn;deposes and says that(s)he.is the applicant.
Name of individual sign i ncontract above named;"
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(S)he is,the. 1 .
(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 workwill.be performed in the manner set forth.in.the application.file therewith.
BARBARAA TANDY
Sworn before me this.
Notary Public, State Of New York
No. 01 TA6086001--
Qualffied In Suffolk County
day"of 20 0�� Gomrnfssion Expires.01/1
day
Notary Public
PROPERTY OWNER-AUTHORIZATIO:N
(Where the applicant.is not the"owner)
-04 residing at G 9a Y� (_.�i��_ r1A 41 11. � .
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/ AMP ARCHITECTURE"
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Vaw 0, o/ i�� � I
Owner's Signature Date
Print O ner's Name'
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SITE PLAN HATCH KEY:
PROP05ED BUILDINC7 ADDITION
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GENERAL NOTES
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N !F'.' BUILDING DEPARTMENT AT
LOCATION MAP 7�-,; �802 8 AM TO 4 PM FOR THE
50ALE: NT5 FOLl;,NING INSPECTIONS:
tdd!fl0'nsl 1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
.71 Cerdf icp�fjotl 2 ;�OUGH - FRAMING & PLUMBING
11equiredo 3. INSULATION
1AILY 4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O.
16.21 X 10.21 ALL CONSTRUCTION SHALL MEET THE
FRAME SHED REQUIREMENTS OF THE CODES OF NEW
LFOALIZE AS-5UILT RE:AF, Dr-(:�X YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTI[ON ERRORS.
OCCUPANCY OR
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FRO,_JEC,,,T DATA :
USE IS UNLAWFUL
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10, X V
CHICKEN COOP r- TAX MAP # 1000-1-7.-5-113
ZONIN5 PISTRICT
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0 LOT AREA
C(�MiPLYWITH ALL CODES Or
Cofo - ONE FAMIL"r DKELLIN5 Z1410(o; 12/lcl/1618>5 NE-Ow, YORK S*T ATE & TOWN CODES
AS REQUIR AND CONDITIONS OF
CofO - ACCESSORY Z51520; 12/06/:2005 SOUT HOLD TOWN ZBA
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Co�0 - ACCESSORY Z51321; 121061:2005 SOUTHOLD TOWN PLANNINIG BOARD w
IN OROUND CoFO - BASEMENT ALTERATIONS Z52324; 05/05/200"7 SOUTHOLD TOWN TRUSTEES 0
POOL (U.0) 0
A5_5UILT PqOOD N.Y.S.DEC >;
FEMA FLOOD ZONE X ui
FRAME DECK 0:
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2 STORY KOOD 13 PROJECT:
FRAME RESIDENCE % LOT
10-01 DESCRIPTION (FOOTPRINT) AREA COVERAOE
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MOTT
0 TOTAL LOT AREA 10-7,5(05.2 S.F.
AS-BUILT
m EX15TINO :)ECK5 464.0 S.F. 0.4%
> 0
71 A5-BUILT NOOD FRAME DECK 201.0 S.F. 0.2%
EXISTINO IN &ROUNr,> POOL 1,055.0 S.F. 1.0% 1490 SKUNK LANE,
EXISTINO CHICKEN COOP 50.0 S.F. 0.1% CUTCHOGUE,NY,11935
K EX15TIN6 FRAME SHED 165.2 S.F. 0.2%
\-UTILITY POLE TOTAL AREA OF ALL STRUCTURES Ict(oct.2 S.F. 1.5% DRAWING TITLE:
"MAXIMUM LOT COVERAOE ALLOV4ED - 20% PROJECT LOCATION & SCOPE
SITE PLAN & ZONING DATA
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L------------ ----------------- REGUIRED EXIST. PROP05ED COMPLIES PAGE:
FRONT 'rARD (00.01 155.01 0.01 YES G-001. 00
51DE YAR:) 20.01 55.4' 0.01 YES
E30TH 51PE YARDS 45.0' 140. 0.01 YES
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DATE: XXXXX I OF Xx
REAR YARD lEi.O' 5cia.01 0.01 YES
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SITE LAYOUT NOTES:
500*05150"pq la-7.10' 1. TH15 15 AN ARCHITECT'S SITE PLAN S 15 w E
SUBJECT TO VERIFICATION BY A LICENSED
SURVEYOR. THE INFORMATION
REPRESENTED ON TH15 51TE PLAN 15 TO THE APP 0 12022
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ARCHITECT'5 5F_5T OF KNOPqLEDOE.
BUILDING DEPT
5 f< U N i< L A N F_ :2. SURVEY INFORMATION PsIA5 OBTAINED TOWN OF SOUTHOLD
FROM A SURVEY DATED 041:2011cicl(o AND 0
PREPARED BY:
STANLEY J. 15AKSEN, JR
PO BOX 2q4
NEN SUFFOLK, NY, ll-�5fb
5 1 TE FLAN TELEPHONE: (516) 154-5,e�55 OP N
5C.ALE: 50'-01'
V400D FRAMINO MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY
NOTES � SFEClfl r-.,ATIONS J;� ARE NOT INTENDED TO PREVENT THE USE 1. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTINO FOUNDATION AS IT A55REVIATIONS CL (7)
THE PROVISIONS OF THIS STANPAR
IT 15 THE CONTRACTOR'S RESPON51BILIT"r TO KEEP THIS CON57FXTION DOOLMENT EINDED OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEN HORK BEINe PERFORMED AND 5HALL COORDINATE THE
-TOOETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY To READ ALL NOTES, PRESCRIBED HEREIN. HHEN IT CAN BE 5HOHN, AND THE AUTHOR17Y HAVINO SUB-CON7RACTOR5 IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF I ED. 11 1 NSUL. IrINSULATION
SPEC.IFICATION5,AND BE FAMILIARIZED KITH THE PLANS PRIOR TO HORK JURISDICTION FINDS BY EXPERIENCE, MODELINO, OR TESTINO BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. z 0
--][IN LLj
AOENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EGUIVALENT OR BASE FLOOD ELEVATION TERIOR LLJ
OREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINC75 TO BEAR ON FIRM,VIROIN, UNDISTURBED 501L _j
6ENERAL SHALL BE DEEMED TO CONFORM TO THE REaUREMENTS OF THIS DOCUMENT BUILDINO K KIPS (1000 LB5) T-i
1. NO HORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN HOOP 5. SOIL TO HAVE MIN. BEARINO CAPACITY OF (1) TON/50. FT., U.O.N. LLI .
ANUFACTURERS SPECIFICATIONS Lu >_
j[MANU. SPEC.'57 Fm 2�
E3M BEAM
APPLICABLE BUILVINO DEPARTMENT. COUNCILS HOOr:> FRAME CONSTRUCTION MANUAL AND TH15 F5 FORMAT, AS �F
APPLICABLE AS A DERIVED PsIORK). 4. FOOTINOS TO REST A MIN. OF 4'-0" BELOH ORAME, UNLESS MA
2. ALL CONSTRUCTION SHALL BE PERFORMED IN A NORKMAN LIKE MANNER. OTHERH15E NOTEP F5_-O- __ E30TTOM OF X. 7[MAXIMUM 0
ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTINO 1. IDENTIFICATION: ALL SOLID-5ANN LUMBER, OLUED LAMINATED TIMBER, z
B'Y' &ENERAL CONTRACTOR. 5. HALL5 To BE POURED CONCRETE OF SIZE SHONN ON PRAHINOS, U.O.N. BOT. E30TTOM MECHANICAL >_
STRUCTURE/517E SHALL BE FIELD VERIFIED PREFABRICATED HOOP I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 1�
PREFABRICATED HOOP TRUSSES, OYF5UM, HARDBOARD, ANP STRUCTURAL __1FM _j
5. ALL HORK SHALL CONFORM TO NATIONAL., STATE, AND LOCAL COMES PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR ORADINO 6. No BACK FILL SHALL BE PLACED Ar;;,AIN5T FOUNDATION HALLS B.O.N. E30TTOM OF kqALL INIMUM Lo 2
AND AUTHORITIES HAVINO JURISDICTION. UNTIL 151 TIER OF FRAMINO 15 IN PLACE. Ji 0
RULES SPECIFIED IN 1.1 THROU&H 1.5.
CEILIN5 J015T a NORTH AMERICAN VERTICAL DATUM OF 1-:155 0 C) C>
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4. ALL UNNOTED OR NON-VI51BLE EASEMENTS ARE THE RESPONSIBILITY I.I. LUMBER: ALL P400D MEMBERS USED FOR LOAD-BEARINO PURPOSES, '7. FOOTINOS TO BE POURED CONCRETE OF 51ZE 5HOHN ON DRANINO5. - Lo Ix
OF THE OHNER/BUILDER INCLUDIN5 END-JOINTED AND EDOE-OLUED LUMBER, SHALL BE IDENTIFIED e>. ALL OPENIN05 FOR BEAM POCKETS, UTILITIES, ETO. TO BE FILLED COL. i COLUMN NEV4 YORK CITY BUILDIN6 COME >_ %* co
BY THE ORAPEMARK OF A LUMBER ORAPINO OR INSPECTION AOENCY _170N CENTER z
5. ANY OMISSIONS OR, DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS HHICH PARTICIPATES IN AN ACCREDITATION FROORAM, SUCH AS THE SOLID V41TH CONCRETE. FoONT, CONTINUOUS C)
SHALL BE CLARIFIED HITH THE ARCHITEOVENOI NEER BEFORE FROCEEPINO AMERICAN LUMBER STANDARDS COMMITTEE OR EOUIVALENT. THE 11. ANCHOR BOLTS SHALL BE IN ACCORDANCE NITH FA&E 0-005. m a
P41TH THE HORK. CARAMEMARK SHALL INCLUDE AN EASILY P15TINOUISHAOLE MARK OR MEL. flDO
:U§E3LE OCCUPANCY
IN516NIA OF THE ORADINO A5ENOY HHICH COMPLIES HITH THE z
6. NO DEVIATIONS OR OHAN6,175 TO THE STRUCTURAL SYSTEM SHALL BE MADE REGUIRBMENT5 OF U.S. DEPARTMENT OF COMMERCE 1`520-cicl. 10. ALL CONCRETE TO HAVE AN ULTIMATE C-OMPRE551VE STRENGTH AT 28 DE51 ON FLOOD ELEVATION P5FE PRELIMINARY BASE FLOOD ELEVATION Lij
UNLF-55 APPROVED 5"r THE ARCHITECT/ENOINEER. 1.2. OLUED LAMINATED TIMBERS: OLUFIP LAMINATED TIMBERS SHALL MEET DAYS OF 4,000 F.W., U.O.N. Dim. -NSION < _j
11. CONO. SLABS TO REST ON MIN. OF 6" FINE ORAVEL OR SAND HITH ED 1_mE FFOURED CONCRETE =J oo
-1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION HITH FLOOR PLANS THE FROVISION5 OF ANSI/ALTO A 1 010.1 STRUCTURAL OLUED LAMINATED > C)
z (D
BEFORE THE START OF FRAMINO TIMBERS. MIL. POLYETHYLENE VAPOR BARRIER UNDER I D.J. FVECK lJOISTS --IFF-LATrz T-i vq
5. DRY HELLS AS REGUIREr�� BY STATE AND LOCAL CODES. 1.5. PREFABRICATED HOOD I-JO15TS: A55EMOLIES USINO PREFABRICATED 12. COPPER FLASH ALL JOINTS NHERE SLAB ABUTS FRAMINO. E A. EACH C)
HOOP I-JO15T5 SHALL MEET THE PROVISIONS OF A5TM D5055
cl. DO NOT SCALE PRAHINO5, HRITTEN DIMENSIONS TAKE PRECEDENCE STANDARD SPECIFICATION FOR F-5TAEL15HIN6 AND MONITORINO 15. BRICK VrzNEER TO BE ANCHORED AITH CORROSION RE515TANT TIES - I ELEV. I[ELEVATION P.T. 55URE TREATED z >:
STRUCTURAL CAPACITIES OF PREFABRICATED HOOD I-JO15T5, TH15 (1) HALL TIE PER (5) 50. FT. Z
Ik
REGUIRED cr _j c 14
10. ONNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, C)OCUMENT, THE OOVERNINO EUILDINO COME AND ANY ADDITIONAL 14. FLASH JOINT AT BRICK LEVOE AND PROVIDE VEEP HOLES, LL
OERTIFICATE5, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL REOUIREMENT5 AS SET FORTH IN THE MANUFAOTURER'S COME LLI (D
EVALUA71ON REPORT. MAX. 52'-0" O.C., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. I EXIST. ____JrrzXlSTIN0 Lf) Ix 1-1
11. THESE SET OF DRAHIN55 ARE THE PROPERTY OF ANTHONY FORTILLO, RA r- ul)
RIM. RO C)
USINO STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTINO TO 2" ABOVE FIN15H ORAME. 'ri _j
AND SHALL NOT BE ALTERED OR BE REPRODUCED HITHOUT HRI I I EN 1.4. STRUCTURAL COMPOSITE LUMBER: 51NOLE MEMBERS OR ASSEMBLIES 15. APPLY (1) COAT OF TAR BASED HATERPROOFINO TO EXTERIOR OF FOUNr��. [Ex T EXTERIOR OM
FERM155ION FROM THE ARCHITECT. ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. -
12. THE AROHITECT 15 NOT RETAINED FOP, SUPERVISION OF THE NORK AND 15 STRUCTURAL COMPOSITE LUMBER PRODUCTS,THIS DOOUMEN, THE I(b. NO CONCRETE OR MA50NRY HORK 15 To BE PERFORMED IN TEMPERATURES [FRESH AIR INTAKE l[RoOF RAFTER
RESPONSIBLE FOR ME51ON INTENT ONLY, OOVERNINO BUILDINC-7 COPE, AND ANY ADDITIONAL REGUIREMENTS AS OF 40-F AND FALLINO, UNLE55 APPROVED BY ARCHITECT/ENOINEER. NO FAR
SET FORTH IN THE MANUFAOTURER'5 COME EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. FFLooR AREA RATIO FSTEEL
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15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 1.5. PREFABRICATED HOOP TRUSSES: ASSEMBLIES U51NO PREFABRICATED 1-1. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY F.A.V. FRESH AIR VENT I j5MART VENT
14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY CLEAN AT ALL HOOD TRU55ES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ARCHITECT/ENOINEER. FF 11FIN15HED FLOOR [TOBE DETERMINED
TIMES. AT THE COMPLETION OF HORK, THE CONTRACTOR SHALL R�EMO\/E ALL OOVERNINO 51JILDINO CODE, AND ANY ADDITIONAL REGUIREMENTS AS
R BROOM CLEAN. CONNECTED NOOD TRU55 CONSTRUCTION, THE TRU55 DESION DRAHIN65, HHERE EVER APPLICABLE. TEMP 6L Q
U51515H, HASTE MATERIALS, TOOLS, ETC., 01-EAN OLAS5 AND LEAVE AORK SET FORTH IN ANSI/TPI I NATIONAL DE516N STANDARD FOR METAL FLATE 15. PROVIDE BITUMINOUS JOINTS 5ETNEEN SLABS AND FOUNDATION PqALLS AND [FF ELEv- FIRST FLOOR ELEVATION 11 TEMPERED OLASS UJI
OR THE MANUFACTURER'5 CODE EVALUATION REPORT. Icl. UNLESS OTHERAISE INDICATED, ALL FOUNDATION FOOTINC75 ARE TO BE A I ETHICK
15. THE CONTRACTOR SHALL CARRY NORKMANS COMPENSATION AND OENERAL FE _j
Q
MEET THE PROV15IONS OF A5TM 056 SPECIFICATION FOR OYP5UM PROVIDE THO #4 DEFORMED BARS CONTINUOUS IN THE FOOTINO. ALL 4" THICK cr
LIABILITY INSURANCE. ALL SHALL COMPLY AITH STATE AND LOCAL COPES 1.6. OYP5UM: 6YPSUM MATERIAL USED IN A STRUCTURAL APPLIOATION SHALL MIN. 10" DEEP PROJECTINO 6" ON EACH SIDE OF THE FOUNDATION HALL. FOUND. EFO7L)NDATION
AND ORDINANCES. 11T.O. TOFF OF HALL
HALLBOARC), A5TM 05-7 SPECIFICATION FOR OYF5UM LATH, OR A5TM Clci CONCRETE SLA55 TO HAVE bxb 10/10 14ELDED V41RE REINFOROINO. FROE
lb. THE CONTRACTOR SHOULD FULLY OUARANTEE H15 AORK AND THE HORK OF SPECIFICATION FOR OYF5UM 5HEATHINO BOARD. [F�D RESISTANT CONSTRUCTION ELEVATION I ETf;ZEAD
COMPLETION OF PROJECT. NE YEAR AFTER
THE SUB-CONTRAOTOR5 FOR A PERIOD OF AT LEAST 0 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED TYPICAL
1.1. HARDE30ARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN 50LID $ SOUND CONDITION INITH AN EXIST. FOOTINO OF MIN. 16" HIDE x 5" Ff=p-. 7 -]11 KNLE55 OTHE"15E NOTED
_MNIFY AND HOLD HARMLE55 THE ONNFR, MEET THE PROVISIONS OF AN51/AHA A155.4 BASIC, HARDBOARD OF DEEP 4 5'-0" BELOH
I-T. THE CONTRACTOR SHALL INDF AN51/AHA AL55.6 HARDBOARD 51DINO.
AROHITECT/ENOINEER, AND THEIR AOENT5 AND EMPLOYEES FROM AND Ib STRUCTURAL PANELS: 1[��RTICA
=5 AND EXPENSES, INC FTO.
SE5, LO55r [FooTINO
Ar-SAINST ALL OLAIM5, DAMAC LUDINO FvERT. L r
THE HORK PROVIDED THAT ANY SUCH CLAIM, DAMAOE, L055 OR EXP 1.5.1. PLYHOOD: PL*l'HO0P USED IN STRUCTURAL APPLICATIONS SHALL I F\-/.1-f
ATTORNEYS FEES AR151NO OUT OF OR RESULTINO FROM THE PERFORMANCE OF 6YP. 5D.
EN5E (A) lc_�PSUM E30ARD FVERIFY IN FIELD
15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE
H.m. DOV4N [N 17T H
INJURY TO OR DESTRUCTION OF TANOIELE FROPERTY (OTHER T14AN THE HORK VOLUNTARY PRODUCT STANDARD I (PS 1) CON57RUCTION AND 1�0�0 lFpq/
ITSELF INOLUDINO THE L055 OR USE RESULTINO THEREFROM). (6,115 CAUSED IN INDUSTRIAL FLYHOOP, U.S. DEPARTMENT OF COMMERCE VOLUNTARY
HHOLE OR IN PART 5*'f' ANY NEOLIOENT ACTOR OMISSION OF THE PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR �HDR [HEADER
CONTRAOTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY HOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE [Z:70NINC7 RE
= ACTS ANY OF THEM MAY �HNOR HANOER SOLUTION
EMPLOYED BY ANY OF THEM, OR ANYONE FOR HHO5r EVALUATION REPORTS. IF- I
BE LIABLE RE&ARDLESS OF HHETHER OR NOT IT 15 CAUSED IN FART 5'T' A l�HOR. ��FHORIZONTAL
PARTY INDEMNIFIED HEREUNDER. ORIENTED-STRAND BOARD (055), KAFERBOARD oRiENTEr:>-STRANl:> IL
BOARD OR HAFERBOARD USED INSTRLCTURAL ION5 SHALL MEET
15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDINO THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY
BUT NOT LIMITED To FORM-HORK, BLOOK-NORK, FRAMINO, NAILINS, PLAOINC, PRODUCT STANDARD 2 (PS2) PERFORMANCE VOLUNTARY PRODUCT
OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPF-RV15ED BY THE CONTRACTOR STANPIARP FOR HOOP-OA5ED STRUCTURAL- USE PANELS OR
TO BE SURrz THEY ARE IN ACCORDANCE HITH THE DRANINOS, SPECIFICATIONS, APPLICABLE CODE EVALUATION REPORTS.
APPLICABLE COMES AND OOOD PRACTICE. DEVIATIONS FROM THE DRANIN55
AND SPECIFICATIONS HILL N07 BE PERMITTED P41THOUT NRI I I EN 1.5.5. PARTICLE BOARD: PARTICLE BOARD U5F_P IN STRUCTURAL
AUTHORIZATION OF THE ARCHITIECT/ENOINEER. APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY
REGUIREMENTS AS SET FORTH IN THE MANUFAOTURER'S CODE
Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP 1:)RAININ05 EVALUATION REPORT.
NEEDED, UNLESS OTHFRHISE SPECIFIED. ALL, DIMEN51ON5 AND CONDITIONS
FERTAININO ARE TO BE FIELD VERIFIED. I.&A. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS
SHALL MEET THE PROVISIONS OF ANSI/AHA AM4.1 CF-LLUL0510
20. CONTRACTOR TO REMOVE $ RELOCATE AS REWIRED ALL EX15TINO HORK F15FR.50ARD OR A5TM 0205 STANDARD SPECIFICATION FOR
HHIOH INTERFERE5 HITH NEN CONSTRUCTION IN A HORKMAN LIKE MANNER. CF-LLUL0510 FIBER INSULATIN6 BOARD.
21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S STRUCTURAL PANEL 51VINO STRUCTURAL PANEL 51DINO USED IN
SPECIFICATIONS, UNLF-55 NOTED OTHER.H15E. STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S.
PEPARTMFNT OF COMMERCE VOLUNTARr PRODUCT STANDARD 1
22. PROVIDE FIREBLOOKINO AS PER NEN YORK ACOEBSIBILITY STANDARDS. (P5- 1), THE OOVERNINO BUILI�>IN& CODE,AND ANY ADDITIONAL
REGUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION
25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED A&AINST ANY REPORTS.
UNAUTHORIZED USE UNDER FEDERAL LAN Br' THE ARCHITECTURAL NORKS
OOPYRIOHT PROTECTION ACT OF Icillo (AHOPA), HHICIH HAS SEVERE PENALTIES. :2.2. FASTENER.5 AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL
CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUOH M 2.2.1.
CODES AND REFERENCE STANDARD: 2.2.1. BOLTS: BOLTS SHALL COMPLY HITH ANSI/A5ME 5 15.2.1 5GUARE AND
1. ALL NEH HORK PERFORMED SHALL CONFORM TO THE 2020 NEH YORK HEX BOLTS AND SCREV45 (INCH SERIES).
STATE 5UILDINO COME, 2020 NEkq YORK STATE RESIDENTIAL CODE, 2020 z
NEA YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 N!:H YORK 2.2.2. LAO SCREV45: LAO 5CREHS OR LAO BOLTS SHALL COMPLY HITH ANSI/
STATE ENEROY CONSERVATION CON5TRUCTION CODE. ASME B195.2.1 5GUARE AND HEX BOLTS AND SCREN5 (INCH 5ERIE5).
0
2. REFERENCE STANDARD USED FOR ALL P400D FRAMINO, CONNECTIONS OF 2.2.5. TRUSS METAL CONNECTOR PLATESt TRUSS METAL CONNECTOR PLATES
HOOP FRAMINO, AND CONNECTION TO FOUNDATION - 201& NOO:) FRAME SHALL MEET THE REOUIREMENT5 OF AN51/TPI I NATIONAL DEVON
CONSTRUCTION MANUAL BY THE AMERICAN FOREST 4 PAPER ASSOCIATION STANDARD FOP, METAL PLATE CONNECTED HOOD TRU55 CONSTRUCTION,
(AF4PA) AMERICAN HOOD COUNCIL (AHO). THE C70VERNINO BUILMINO CODE, AND ANY APPITIONAL REOUIREMENT5
AS SET FORTH IN THE MANUFACTURERS rOnE EVALUATION REPORTS.
5. ALL PLUMEINO NORK SHALL CONFORM TO THE 2020 NEH YORK STATE
FLUT-151NO CODE. 2.2.4. METAL CONNECTORS HHERE METAL PLATE OR 5TRAPPINO SIZE AND
OAOE ARE SPECIFIED, MINIMUM ASTM A655, 5TRLICTURAL GUALITY,
4. ALL MECHANICAL AORK SHALL CONFORM TO THE 2020 NEH YORK5TATE 5RADE 55 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL I t
MECHANICAL CODE AND 2020 NEH YORK STATE FUEL OAS COVE. MEET THE REGUIREMENTS OF THE OOVERNINO BUILDINO CODE AND ANY TABLE R501 .1 OLIMATIO 4 OE05RAPHIC DE51ON CRITERIA
ADDITIONAL REOUIREMENT5 AS SET FORTH IN THE MANUFACTURERS
5. ALL ELECTRICAL P40RK SHALL CONFORM TO 201'7 NATIONAL ELECTRIC CODE EVALUATION REPORTS. ALLONABLE DEFLECTION OF 5TRUCTURAL MEMBER5 PROJECT:
ODE, NFFA-TO AND 2020 NEH YORK STATE ENEROY CONSERVATION &ROUND SNON LOAD 25 LES
CONSTRUCTION COPE. 2.2.5. NAILS: NAILS SHALL COMPLY NITH A57M F 1661 STANDARD
SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. 57RL)CTURAL MEME3ER ALLONABLE BASIC HIND SPEED 150 MPH m o"ff
QENERAL P41ND PROTECTION CONNEOTION NOTES: 2.2h. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES DEFLECTION
ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RF-51DENTIAL SHALL MEET THE REOUIREMENT5 OF THE OOVERNINO 51JILDINO CODE RAFTERS HAVINO SLOPES OREATER THEN 5/12 EXPOSURE OATEOORY B AS-BUILT
CONSTRUCTION; 55TP IO-qq AND 201e) 550 HI&H HIND EDITION HOOP FRAME AND ANY ADDITIONAL RFOUIREMENT5 AS SET FORTH IN THE L/lao
CONSTRUCTION MANUFACTURERS CODE EVALUATION REPORTS. H/ NO FIN15HED OEILINO ATTACHED TO RAFTERS
1. A CONTINUOUS LOAD PATH BETAEEN FOOTIN65, FOUNDATION HALLS, SEISMIC DESION CATEC70RY
FLOOR5, 5TUr;15 AND ROOF FRAMINO SHALL BE PROVIDED. 2.2.1. SOREH5: 5CREH5 SHALL COMPLY HITH ANSI/ASMF B 15.6.1 INTERIOR HALLS t PARTITIONS HlIaO
2. APPROVED CONNECTORS, ANCHOR5 AND OTHER FA5TENINO DEVICES NOT NOODSCRENS (INOH SERIES). I^JEATHERINO SEVERE 1490 SKUNK LANE,
INCLUDED IN THE STANDARD BUILDINO CODE, SECTION 250(o OF 18(�, SHALL FLOORS 4 PLASTERED CEILINOS L/1360 51 CUTCHOGUE,NY,:1:1935
BE USED IN ACCORDANCE P41TH MANUFACTURERS RECOMMENDATIONS. FROST LINE DEPTH
5. METAL PLATES, CONNECTORS, SOREH5, 13OLTS AND NAILS EXPOSED ALL OTHER STRUCTURAL MEMBERS L/240 TERMITE MODERATE TO HEAVY
DIRECTLY TO THE HEATHER OR SUBJECT TO SALT CORROSION IN COASTAL - DRAWING TITLE:
AREAS SHALL BE 5TAINLE55 STEEL OR HOT DIPPED OALVANIZED. EXTERIOR HALLS K/ PLASTER OR STUCCO FINISH H156o ICE BARRIER REQUIRED YE5 GENERAL NOTES
4. HHERE HINPOH5 AND DOORS INTERRUPTHOOP STRUCTURAL PANEL
SHEATHINO AND SIDINO, FRAMINO ANCHORS OR CONNECTORS SHALL BE EXTERIOR HALLS - HIND LOADS H1 BRITTLE FINISHES L/240 ENERGY TABLE
PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS
AND AT LEAST ONE STUD AT EACH SIDE: OF OFENINO. EXTERIOR HALLS - P41ND LOADS H/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS
5. RIDOE STRAPS SHALL BE ATTACHED TO EACH FAIR OF OFFOSINO
RAFTERS EXCEPT AHERE COLLAR TIES OF 1"x6" OR 2"x4" LUMBER 15
LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH FAIR OF
RAFTERS. STRUr-,TURAL DESION LOAC)S PAGE:
(b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARINCS.
16" NITHIN 4' OF EXTERIOR r LIVE LOAD AD�
-1. FLOOR TO FLOOR HOLD-POHN5 TO BE PROVIDED EVERY 43" AND EVERY
_ORNER5. 77 G-002mOO
5. SILL PLATE TO FOUNI��ATION ANOHORAOE;SILL PLATE SHALL BE ANCHORED EXTERIOR BALCONIES 40 psP 15 psf
TO THE FOUNDATION HITH ANCHOR BOLTS HAVINO A MIN. BOLT DIAMETER
OF J" AND 5"XV'X�" HASHER5. A MINIMUM OF ONE ANCHOR E30LT SHALL BE PE OK5 40 ps� 15 psf
PROVIDED HITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR
BOLTS SHALL HAVE A MINIMUM EMBEDMI�NT OF T' IN OONORF_TE/MA5ONRY DATE: MXXX 2 OF XX
FOUNDATIONS. ANCHOR BOLTS SHALL BF LOCATED HITHIN 12" OR CORNERS PA55ANOER VEHICLE OARAOE5 50 psf AS PER PLAN
AND ATSFAOINO NOT EXCFFr,>INO 4' ON CENTER.
ATTICS HITHOUT 5TORAOF_ (MAX CLEAR HOT 4:2") 10 psf 15 p5f
ATTICS NITH STORAOE (MAX OLEAR. HOT > 42") 20 psf 15 psf
A
ROOMS OTHER THAN SLEEPINO ROOMS 40 psf 15 pq�
SLEEPINO ROOMS 50 pef 15 psf
STAIRS 40 psf 15 psf
OUAR.PRAIL5 AND HANDRAIL5 200 psf 15 pq�
(p
2 psf FOR ATTIC
ROOF LOAMINO (LIVE = OROUNP 5NOPq LOAD) 25 p5f 5 psf FOP,OATH.
*ALL STRUCTURAL PESION CONSIDERATIONS ARE IN CONFORMANCE P41TH
A5OE -7-16 (MINIMUM DESION LOAD5 FOR DUILDIN65 AND OTHER STRUCTURES)
G,DEI ` ERAL <E)"0' :
a. a)
a 0
NEW PARTIAL HEIGHT H a)
_ EXISTING TO BE DEMOLISHED W Z O
WOOD FRAME (L.G. STL. UJ CN
EXISTING TO REMAIN WHEN APPLICABLE) J epi
NEW FOUNDATION WALL Q W
NEW WOOD FRAME (L.G. � W }:
STL. WHEN APPLICABLE)
NEW I-HR FIRE RATED MIN. (2) 2x4 STRUCTURAL 0
WOOD FRAME (L.O. STL. ® P05T FOR 4" WALLS J H J
WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL I— Lo �c
POST FOR b" WALLS), U.O.N. m O 0
NEW 2-HR FIRE RATED O
WOOD FRAME (L.O. STL. 0- Lo m
WHEN APPLICABLE) m
Z 'I
O
FOUNDATION PLAN NOTES FLOOR PLAN NOTES z �
a W
J
STAIR 4 RAILING NOTE:
FOUND ff POSTS FOR WD. DECK: O J
O 00
I. ALL NEW STAIRS SHALL HAVE MAX. 8-I/4' RI
WD. P.T. POST 4 P. GONG. PIER UPON FOOTING A5 PER 4 MIN. 10" Tr - RISERS SHALL BE CLOSED Z O
DECK DETAIL (TYP) 2. 42" HIGH GUARDRAIL 4 5PINDLE SPACING J �
NOT TO ALLOW PASSAGE OF A 4" 4' SPHERE; rI O
FOR WOOD STAIRS ® ORADE: 56" HIGH HANDRAIL 4 SPINDLE SPACING NOT 1 Z �'; d•
TO ALLOW PASSAGE OF A 4" (P SPHERE IO'-`Y'2"
2 4" THK. P. GONG. PAD 8" WIDE x REQ D LENGTH UPON J`-3'-4"—�' �
5. ORIPPABLE RAIL A5 PER CODE
6" GRAVEL UNDER 2 xl2 P.T. STAIR STRINGERS ® Z
MAX. Ib" O.G., U.O.N. (MIN. 5 STRINGERS) 4. RAILING TO BE WDOD 3 LCL J N
TYPICAL LEDGER BOARD 6 EXT. DECK: A-Iot =
�i 5 RISERS 1 Lu co
Ln M '�
O1. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS m UP ® .5" T N m LO
2. SECURED w/ (2) 5/8" 0 x 5" LONG H.D. GAL. LAG BOLTS �j
® I6" O.G.
r•i � O
5. INSTALL H.D. GALV. JOIST HANGERS BY 'SIMPSON'(OR
7-O"
EQUAL)
4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING 4
BENT OVER TOP EDGE OF LEDGER BD.
W
5. SEE NOTED DETAIL
U
5/4" WOOD DECKING W
20-1 S.F. Illl_ V
� = J
— J
i
EXIST. EXTERIOR
Q pppw SHEATHINGjE
a "
Z < EXIST. 51DINO MATERIAL
p-1 BUILDING PAPER 4 HOUSE WRAP
�p W m p TO FULLY OVERLAP FLASHING
�p V Q EXIST. STUD HALL
—
0= MIN. 4" BETWEEN EDGES OF GAP FOR
w1-1/2" SQUARE BALUSTER DRAINAGE 5/4"xb" COMPOSITE
Q m (STYLE TO SELECT) DECKING (U.O.N. ON PLAN/
"Z" FLASHING SECTION/DETAILS)
51MP50N H2.5A RAFTER m
TIE (OR EQUAL) FLASHING
5/4"xb" P.T. DECK DRIP EDGE P.T. DECK JOIST
BOARDS - COUNTER AS PER PLAN
JOISTS AS PER PLAN FASTENED w/(2) FLASHING
5/8" 4' x 5" LONG HEAVY DUTY GAL.
LAG BOLTS ® 16" D.G. INTO MUD SILL 4
RIM BD.;WHEN ® FOUND. WALL FASTEN METAL GALV. OREJOISHANGER
(2) 1/2"0 HOT DIPPED GALV.
N/ (2) 5/8"0 x 5" LONG APPROVED OIST
BY 'J015T N' (OR EQUAL)
BOLTS ® EA. POST w/ OVERSIZED MASONRY ANCHORS® 16" O.G. EA.
P.T. D.J. AS _ z�— e = WASHERS 4 END NUT PREBORED "Z" FLASHING
PER PLAN N INTO BEAM, POST, DECK TIE 4
RIM BOARD ASSEMBELY EXIST. FOUNDATION WALL
P.T. BEAM A5 NOTED EX I ST I NO FLOOR FLAN N
SOLID BLOCK ® 12 O.G.
(2) SIMP50N DJT14Z (1) 1/2"0 H.D. GALV. THRU
DECK JOIST TIE ® BOLT w/OVERSIZED WASHER
EA. POST 4 END NUT PREBORED INTO LDO GON�lGT 101 DETAIL SCALE: I/4" = I'-0"
POST 4 DECK JOIST TIE
"SIMPSON" ABA44 IA-101.00j
SCALE: I" I -O"
® COLUMN BASES
ry 4"x4' P.T. POST w
GRADE
I I
O
43"0 'SONOTUBE' FILLED jj V
SOLID w/P. GONG. ° ou
(MIN. 4,000 PSI) p 1..11 z
—
11
`Tl
(2) #4 HOR. REBAR T� 1 I � p
a
(2) #5 BENT
12"x 12"x8" P. GONG. PAD_ J
J L REBAR
FTG. (MIN. 4,000 PSI) 2 EXISTDROP BEAM � m PROJECT:
-6Y2., - - -r'_Dy2„- M OTT
DEGiG lel I TIS FOOT I ISO DETAIL 1 i 1 AS-BUILT
A-101.00 SCALE: 3/4" = I'-O" I ® x ® x !
ov Q) ao 0 0 1490 SKUNK LANE,
"L x o N �� CUTCHOGUE,NY,11935
DECK BOARDS P.T. DECK JOISTS AS I 1 DRAWING TITLE:
EXIST. LEDGER;V.I.F. L G
O BOLTED TO HOUSE
NOTED ON PLANS
EXISTING'-4,142"P.T. (2) 2x8
5/4 x READ " " I PROPOSED FOUNDATION PLAN
HEIGHT P.T. RISER 3 DROP BEAM
I °--° ° - ----- -- -- EXIST. LEDGER; .0 LAG
5/4"xb" P.T. TED TO HOUSE
DECK BOARDS
2"x BLOCKING ® EA.
STRINGER TO MATCH SIZE 1 3
OF P.T. DECK JOISTS PAGE:
FASTEN STRINGER TO
BLOCKING (MIN. b A-101m00
Nosir�
i" FASTENERS)
EXISTING I STORY
�,� FRAME HOUSE IS NOT
2"x12" P.T. STRINGERS ® 16" PART OF THIS FILING
4" THK. x 8" WIDE x WIDTH O.G. (MIN. 5 STRINOERS a 7
OF STAIR P. GONG.PAD ii EA. STAIRWAY) DATE: XXXXX
�-- • 6 OF XX
2"x6" P.T. BLOCK IN BETWEEN - NOTE:
EA. STRINGER. FASTENED TO t X ALL DECKING SHALL BE FASTENED
P. c:ONG. PAD w/ la/64" x m x w/ COATED DECKING SCREWS BY
5-1/2" CONCRETE SCREWS BY r "DECK MATE" (OR EQUAL)
"GALIBURN" (OR EQUAL) - MIN.
(5) SCREWS PER BLOCK O" MIN.
GRADE GRADE
EX I STING FOUNDATION PLAN
EXTERIOR MOOD STAIR DETAIL =
00 „ _ SCALE: I/4" I'-O"
A-101.
SCALE: 3/4 I -O TF��.