HomeMy WebLinkAbout51698-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
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#: 51698 Date: 02/28/2025
Permission is hereby granted to:
Daniel Puhalovic
1685 Lands End Rd
Orient, NY 11957
To:
construct accessory in-ground swimming pool and to construct new steps to existing deck addition to
a single-family dwelling as applied for. Two CO's will be required simultaneously.
Premises Located at:
1685 Lands End Rd, Orient, NY 11957
SCTM# 15.-9-1.21
Pursuant to application dated 01/21/2025 and approved by the Building Inspector..
To expire on 02/28/2027.
Contractors:
Required Inspections:
Fees:
SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $300.00
CO Swimming Pool $100.00
Single Family Dwelling- Alteration $250.00
CO-RESIDENTIAL $100.00
Total $750.00
Building Inspector
�r 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 Litt :�� � .soutltoltloo\ n •'o
n- a
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
s
l �
f ector 2
PERMIT N0. Building g Ins ;p I
77
Applications snd:forms must bfilled,Qut in their entirety Incomplete r~ .
applications will not be accepted Where.the Apphcant,is`not the owner,an,
Owner's Authorization form(Page 2)<'shalfbe competed.
Date:1/20/2025
7 7711/1-
OWNERS)OF PROPERTY., �
Name:Daniel Puhalovic SCTM # 1000-15-9-1 .21
Project Address: 1685 Lands End Road, Orient, NY 11957
Phone#:646-206-1101 Email: uh.61I@gmail.com
Mailing Address:1685 Lands End Road, Orient, NY 11957
CONTACT PERSON:
Name:Darcee Oppipi
Mailing Address:PO Box 152, Mattituck, NY 11952
Phone#:631 603 9092 1 Email:doppici@amparchitect.com
DESIGN PROFESSIONAL INFORMATION:
Name:Anthony Portillo
Mailing Address:PO Box 152, Mattituck, N.Y. 11952
Phone#:631 603 9092 Email:aportiIlo@amparchitect.com
:CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#. Email:.
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
Fwl
65,000
Other Pool
Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? ®Yes ONO
1
PROPERTY INFORMATION
Existing use of property: Residential Intended use of property: Residential
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R-40 this property? ❑Yes ®No IF YES,PROVIDE A COPY.
IRI Check Box After Reading: The owner/contractor/design professional'is responsible for all drainage and storm water issues as provided by
1 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,alterations 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 Class A misdemeanor pursuant to Section 210.45 of the New York State Penal law.
tP�tE
Application Submitted BY( r°nt narn ):
I�AMP Archi � Authorized Agent -Downer
Signature of Applicant: Date: 11-2-A
STATE OF NEW YORK)
�S
COUNTY OF
°01N �ordo'� being duly sworn,deposes and says that(s)he isthe applicant
(Name of individual signing contract)above named,
(S)he is the (Contrac 3
owner or owners,and is duly authorized top Agent,Corporate Officer,etc.)
I
of said ow 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
2 dayof T��V ,20
of Public _
DARC:EE AUFENANGER
N+ TAVYRY PUBLIC,STATE OF NEW YORE,
� m...gggS Reg iusatraIeioi InNaA '964 4
Clifl ty
_
_.
(Where the pp s t f the owner Expires January 9,20
Commission � �...
,
residing at
M
hereby authorize
AMP ARCHITECTURE to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
� ( t C
Print Owner's Name
2
SYMBOL LEGEND BEARINGS SHOWN HEREON ARE
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® LOT AREA
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1 inch = 30 ft.
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SURVEY OF PROPERTY
1685 LANDS END ROAD, ORIENT, NEW YORK 11957
`c LOT 21
land surveying
a MAP OF
mjslandsurvey.com P:631 —957-2400 LAND'S END AT ORIENT POINT
FILE DATE: 05/03/1973 MAP NO. 5909
1 1 South Bay Avenue, Islip, NY 11751 SITUATE
LAND ORIENT, TOWN OF SOUTHOLD
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1000-015.00-09.00-001.021 SUFFOLK COUNTY, NEW YORK
DATE SURVEYED 10/17/2024 JOB No S24 5573
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PROP. POOL PROPOSED IN-GROUND POOL 4g0.0 S.F. 1.2%
DRY WELL PROJECT LOCATION &SCOPE
X TOTAL AREA OF ALL STRUCTURES L2�Q2.3 S.F. "i.03o
15.'7' �� I SITE PLAN & ZONING DATA
SSA '� X MAXIMUM LOT COVERAGE ALLOWED: 20%
13 p -
-P 14.0'
X O COMMENTS: NO GROUNDWATER
I ENCOUNTERED. AGGESSORY STRUCTURE REaUIREMENTS
PAGE:
i SOUTHOLD TOWN CODE §2e O-Ici
CLEARING SITE PLAN HATCH KEY:
x U-001moo
PROPOSED BUILDING ADDITIONEXIST. PROPOSED COMPLIES
4' CHAIN LINK FENCE X—X X—X—X—x—X_x—X—X_X
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PROPOSED ACCESSORY STRUCTURE MAXIMUM HEIGHT IS' II' 4' YES
N88°51'40"W MINIMUM REAR YARD DATE: 12/20/24 1 OF 3
- - �_ _ - - PROPOSED 2ND STORY (2) PER CORNER LOT 5.0' 15.7' 40.8' YES
-- Ig0.0'
MAX. SQUARE FOOTAGE S.10 F. c{c{5 S.F. N/A (E IS )
SITE LAYOUT NOTES:
I. TH15 15 AN ARCHITECT'S 51TE PLAN 4 IS
SUBJECT TO VERIFICATION BY A LICENSED
SURVEYOR. THE INFORMATION
REPRESENTED ON THIS SITE PLAN 15 TO THE (�
ARCHITECT'S BEST OF KNOWLEDGE. ' , t
2. 5URVEY INFORMATION WAS OBTAINED }
FROM A SURVEY DATED 10/1'7/2024
r �
AND PREPARED BY:
Y ,
�I SCALICE LAND SURVEYING :'. ...'
SITE 'L 1 I SOUTH BAY AVENUE
(SLIP, N.Y. 11-751
SCALE: 1" = 15'-0" TELEPHONE: (651) c5l 2400
CARPENTRY WOOD FRAMING MATERIAL STANDARDSJ•.JJ..JRE�I j'tTI OI V5
NOTES $ SPEC I F I f A71 ON5 I. ALL LUMBER SHALL BE DOUOLAS FIR LARCH #2 4 BETTER (Fb = 8"15) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE SWIMMING POOL 4 HOT TUB
IT 15 THE CONTRACTOR'S RE5PON515ILITY TO KEEP THI5 CONSTRUCTION DOCUMENT BINDED OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY I. IN-GROUND POOLS SHALL BE DE516NED AND CONSTRUCTED IN CONFORMANCE
TOGETHER AT ALL TIMES. IT IS ALSO THE CONTRACTORS RESPONSIBILITY TO READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING WITH ANSIAPSP/IGG 5 (AMERICAq NATIONAL STANDARD FOR RESIDENTIAL BD. BOARD INSUL. INSULATION
2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE 50RATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED INGROUND SWIMMING POOLS, 201)
SPECIFIGATIDNS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 5" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR BFE -��BASE FLOOD ELEVATION INT. INTERIOR
GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. PERMANENTLY INSTALLED 5PAS AND HOT TUBS SHALL BE DE516NED .AND Q
3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT CONSTRUCTED IN CONFORMANCE WITH AN5IAPSP/IGG 6 (AMERICAN NATIONAL BLDC�. BUILDING K KIPS (1000 LBS) 0
GENERAL PROVIDE SILL SEAL/INSULATION. 51ZE OF BILL TO BE (2) 2"x6", UNLESS (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD STANDARD FOR RESIDENTIAL PORTABLE SPAS AND SWIM 5PAS, 2013) Lu
I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNGIL'5 WOOD FRAME CONSTRUCTION MANUAL AND THI5 P5 FORMAT, AS BM BEAM � MANU. SPEC.'S MANUFACTURER'S SPECIFICATIONS
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APPLICABLE BUILDING DEPARTMENT. APPLICABLE AS A DERIVED WORK). 3. AN OUTDOOR SWIMMING POOL SHALL BE SURROUNDED BY A TEMPORARY J cu
4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HAN6ER5 BY "TEGO" OR BARRIER (MINIMUM 4V' IN HEIGHT) DURING INSTALLATION OR CONSTRUCTION B.O. BOTTOM OF MAX. MAXIMUM M
2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. EQUAL. I. IDENTIFICATION: ALL SOLID-5AWN LUMBER, GLUED LAMINATED TIMBER, THAT SHALL REMAIN IN PLACE LNTIL A PERMANENT BARRIER IN COMPLIANCE Q 4-' N
ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING PREFABRICATED WOOD I-JOISTS, 5TRUGTURAL COMPOSITE LUMBER, WITH LOCAL AND STATE RESIDENTIAL BUILDING CODES 15 PROVIDED. BOT. BOTTOM MEGH. [MECHANICAL
i� •O W
5TRUGTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYP5UM, HARDBOARD, AND STRUCTURAL O7
3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL 001:)E5 FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 4. SWIMMING POOLS SHALL BE COMPLETELY ENCLOSED BY A PERMANENT B.O.W. BOTTOM OF WALL MIN. MINIMUM
AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN 1.1 THROUGH I.B. BARRIER COMPLYING WITH SECTIONS R326.4.2.1 THROUGH R326.4.2.6 OF THE 0
6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, 2020 NY5 RESIDENTIAL GORE. G.J. 1 CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF I�ae, •+-� }
U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, i
4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY z 0
OF THE: OWNER/BUILDER INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED 5. BARRIERS, BARRIER GATES, LATCHES, ALARMS AND MECHANICAL FUNCTIONS COL. COLUMN NYC, BG � NEW PORK CITY BUILDING CODE O O N �
'1. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-I/2" BEARING BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY SHALL COMPLY WITH SECTIONS R326.4.2.1 THROUGH R326.7.3 OF THE 2020 NYE, 0- •cam Ln �[
WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE RESIDENTIAL CODE. O G - N
5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS CONT. CONTINUOUS O.G. ON CENTER - �
8. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE �
SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING 6RADEMARK SHALL INCLUDE AN EASILY DISTINOU15HABLE MARK OR 6. NY R326.4.2.1.I SELF-CLOSING AND OPENING CONFIGURATION: ALL GATES O 4-+
WITH THE WORK. q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE SHALL BE SELF-CLOSING. IN ADDITION, IF THE GATE I5 A PEDESTRIAN ACCESS DBL. DOUBLE OGG. OCCUPANCY 0 m C4
P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. GATE, THE GATE SHALL OPEN OUTWARD, AWAY FROM THE POOL - a-J '-' L17
6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE DFE DESIGN FLOOD ELEVATION O.H. OVERHANG c: N m
UNLESS APPROVED BY THE ARGHITEGT/ENGINEER. - O
10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET -1. NY R326.4.2.1.2 LATCHING: ALL GATES SHALL BE SELFLATCHING, WITH THE Q p Q
ON PAGE 0-003. GENERALLY, SHEATHING 15 OF I/2" THIGKNE55 ON WALLS AND THE PROVISIONS OF ANSI/ALTO A I qO.1 STRUCTURAL GLUED LAMINATED LATCH HANDLE LOCATED WITHIN THE ENCLOSURE (IE ON THE POOL SIDE OF THE DIM. DIMENSION PBFE PRELIMINARY BASE FLOOD ELEVATION
B CONTRACTOR R VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ROOF AND IS OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. ENCLOSURE) AND AT LEAST 40 INCHES ABOVE GRADE. In ADDITION, IF THE
BEFORE THE START OF FRAMING FOR ADDITIONAL NAILING OR DIFFERENT NAILING REOUIREMENT5 WHEN LATCH HANDLE 15 LOCATED LESS THAN 54 INCHES FROM GRADE, THE LATCH D.J. P. GONG. POURED CONCRETE
APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: A55EMBLIE5 USING PREFABRICATED HANDLE SHALL BE LOCATED AT LEAST 3 INCHES BELOW THE TOP OF THE GATE,
8. DRY WELLS A5 REQUIRED BY STATE AND LOCAL CODES. EA. EACH PL. PLATE ^ `
WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 AND NEITHER THE GATE NOR THE BARRIER SHALL HAVE ANY OPENING GREATER w
q. DO NOT SCALE DRAWINGS, WRITTEN DIMEN51ON5 TAKE PRECEDENCE 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLI5HIN6 AND MONITORING THAN 0.5 INCH WITHIN IS INCHES OF THE LATCH HANDLE. ELEV. ELEVATION PLYWD. PLYWOOD
NAILING AS PER FASTENING SCHEDULE ON PAGE 6-005 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-J015TS, THIS
10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL
CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH TYVEK HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS CODE EQUIP. EQUIPMENT P.T. PRESSURE TREATED
APPROVED EQUAL. EVALUATION REPORT.
11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA EXIST. EXISTING REG'D REQUIRED
AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES [Ex
� � ..�� 70
UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF EXT. EXTERIOR Ri RISER
PERMISSION FROM THE ARCHITECT. A57M D5456 STANDARD SPECIFICATION FOR EVALUATION OF
14. PROVIDE 'X' CRO55 BRACING AT JOISTS, STUDS,AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE F.A.I. -� FRESH AIR INTAKE RM. ROOM
R THE RESPONSIBLE
OR D NOT RETAINED FOR .SUPERVISION OF THE WORK AND IS EXCEED 5'-0" AND AT EVERY 5'-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS D
RESPONSIBLE FOR DESIGN INTENT ONLY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. FAR FLOOR AREA RATIO R.R. ROOF RAFTER
15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE
6-004. 1.5. PREFABRICATED WOOD TRUSSES: A55EMBLIE5 USING PREFABRICATED F.A.V. FRESH AIR VENT STL. 1 STEEL 4_j
14. THE CONTRACTOR SHALL KEEP PREMISES REA50NABLY GLEAN AT ALL WOOD TRU55ES SHALL MEET THE PROVISIONS OF THI5 DOCUMENT, THE •
TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE A5 GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS FF [FINISHED FLOOR S.V. SMART VENT
RUBBISH, WASTE MATERIALS, TOOLS, ETC., CLEAN GLASS AND LEAVE WORK NECESSARY. SET FORTH IN AN51/Tf'I I NATIONAL DESIGN STANDARD FOR METAL PLATE
BROOM GLEAN. GONNEGTE D WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, FF ELEV. FIRST FLOOR ELEVATION TBD TO BE DETERMINED
IT PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-005. OR THE MANUFACTURER'S CODE EVALUATION REPORT. r ,
15. THE CONTRACTOR SHALL CARRY WORK.MAN'S COMPENSATION AND GENERAL F.J. FLOOR JOISTS TEMP GL. � TEMPERED GLASS � t,.,J
LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 18. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. GYPSUM: GYP5UM MATERIAL U5ED IN A STRUCTURAL APPLICATION SHALL L
AND ORDINANCES. GENERALLY, SEPARATE DOUBLE J015T THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM 036 SPECIFICATION FOR GYPSUM FOUND. FOUNDATION THK. THICK
FLOOR SHALL NEVER EXCEED A Ib SPAN. WALLBOARD, ASTM 05-7 SPECIFICATION FOR GYP5UM LATH, OR A5TM C?q _
16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF SPECIFICATION FOR GYPSUM 5HEATHIN6 BOARD. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION T.O.W. TOP OF WALL
THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING v J
COMPLETION OF PROJECT. AS PER PAGE 6-003. I.-1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL FR. FRAME Tr TREAD n 1
MEET THE PROVISIONS OF AN51/AHA A155.4 DA510 HARDBOARD OF nVJ
IT THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN AN51/AHA AL55.6 HARDBOARD SIDING. FRPR. FIREPROOF TYP. TYPICAL Q
ARGHITECT/ENOINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD --
AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.8 STRUCTURAL PANELS: FTC. FOOTING U.O.N. UNLE55 OTHERWISE NOTED
ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE: PERFORMANCE OF METAL BY REPEATED BRU5HIN6, DIPPING, OR SOAKING UNTIL THE WOOD
THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL GYP. BD. GYPSUM BOARD VERT. VERTICAL
15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, M15EASE OR DEATH OR TO CONTRACTOR IS TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE
INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH AS: HANSER5, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND H.D. HOLD DOWN V.I.F. VERIFY IN FIELD
ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (5) IS CAUSED IN ETC. FOR LOGATION5 SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY
WHOLE OR IN PART BY ANY NE&L16EN7 ACT OR OMISSION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (PS2) PERFORMANCE STANDARD FOR HDR HEADER w/ WITH
CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE
EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE AGT5 AVY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. HNGR HANGER WD. WOOD
BE LIABLE REOARDLES5 OF WHETHER OR NOT IT IS CAUSED IN PART BY A A. WEYERHAEU5ER TRU5 JOIST 2.OE MIGROLLAM LVL
PARTY INDEMNIFIED HEREUNDER. B. 6EOR61A PACIFIC 2.OE 6-P LAM LVL 1.8.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND HOR. HORIZONTAL ZR ZONING RESOLUTION
P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET
I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING A. WEYERHAEUSER TRUS JOIST 2.2E PARALLAM P5L THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE: VOLUNTARY
BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING ALL TO BE INSTALLED AS PER MANU. SPEC.'s PRODUCT STANDARD 2 (PS2) PERFORMANCE VOLUNTARY PRODUCT
OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR
TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS.
APPLICABLE CODES AND GOOD PRACTICE:. DEVIATIONS FROM THE DRAWINGS FRAMING MATERIAL 5TANDARD5 5EGTION, THE 60VERNING BUILDING CODE,
AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S I.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL
AUTHORIZATION OF THE ARGHITECT/ENOINEER. CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY
REQUIREMENT5 AS SET FORTH IN THE MANUFACTURER'S GORE CLIMATIC $ OEOCRAPHIC DESIGN CRITERIA
Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID 5AWN RAFTERS SHALL EVALUATION REPORT.
NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE
PERTAINING ARE TO BE FIELD VERIFIED. OUTER THIR.17>5 OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS &ROUND SNOW LOAD 25 LBS
RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA AIg4.1 CELLULOSIC
20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EXISTING WORK EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A5TM 0208 STANDARD SPECIFICATION FOR BASIC WIND SPEED 150 MPH
WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATIN6 BOARD.
HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM ED6E5.
21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S 1.6.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL 51DINO USED IN EXPOSURE CATEGORY B
SPECIFICATIONS, UNLE55 NOTED OTHERWISE. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REOUIREMENT5 OF U.S.
MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I SEISMIC DESIGN CATEGORY B
22. PROVIDE FIREBLOGKIN6 AS PER NEW'PORK ACCE551BILITY STANDARDS. THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (1-5- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL
HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REOUIREMENT5 AS SET FORTH IN APPLICABLE CODE EVALUATION WEATHERING SEVERE
25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAIN5T ANY OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE: EDGE OF THE STUD. REPORTS.
UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GRO55-5EGTION.
COPYRIGHT PROTECTION ACT OF IggO (AWCPA), WHICH HAS SEVERE PENALTIES. 2.2. FASTENERS AND CONNECTORS: ALL FA5TENER5 AND CONNECTORS SHALL FROST LINE DEPTH 3'-0"
25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1.
CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS,
GENERAL WIND PROTECTION CONNECTION NOTES: NOTES, AND TABLES ON PAGE 0-003 6 6-004. THE FASTENING 50HEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANEWASME B I8.2.1 50UARE AND TERMITE MODERATE TO HEAVY
ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SPECIFIES THE REO'D NAILING FOR THE 5HEATHIN6 (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). v7
CONSTRUCTION;5STD 10-qq AND 2015 55C HIGH WIND EDITION WOOD FRAME SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING
ICE BARRIER REQUIRED YES Z
CONSTRUCTION SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG SCREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/
I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS b MANU. SPEC.'S). ASME BI8.2.1 SOUARE AND HEX BOLTS AND SCREWS (INCH SERIES).
FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 0`
2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 2.2.5. TRU55 METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES V
INCLUDED IN THE STANDARD BUILDING GODS, SECTION 2306 OF IBC SHALL 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REOUIREMENTS OF AN51/TPI I NATIONAL DESIGN
IN
IN USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, TABLE R501.-1
TREATED WOOD $ FLA5HIN6. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REOUIREMENT5
WALL w/STEEL 5HIM5 4 A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS
DIRECTLY TO THE WEATHCRSER OR SUBJECT TO SALT CORROSION IN COASTAL
3. METAL PLATES, G 4 , SCREWS, BOLTS AND NAILS EXPOSED SECURE w/ (2) 1/2" (P ANCHOR BOLTS (4" LONG EXPANSION BOLTS
EATH
AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND a
POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORGIN6 (® MIN. Ib GAGE ARE SPECIFIED, MINIMUM A5TM A653, STRUCTURAL QUALITY, ALLOWABLE
4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL
WIDE 3 COURSES OF 50LIM BRICK MASONRY CENTERED ® POSTING, U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL STRUCTURAL MEMBER DEFLECTION
5HEATHIN6 AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE HOWEVER, WHEN COLUMN OR P05TIN6 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GODS AND ANY
PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE 571)DS, FEADER STUDS IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREME NTS AS SET FORTH IN THE MANUFACTURER'S
AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. STANDARD 5HEARWALL HARDWAREW/ NO FINISHED CEILING(w/ NOTED VALUES) 4 ANCHOR BOLTS, CODE EVALUATION REPORTS. RAFTERS HAVING SLOPES GREATER THEN ATTACHED TO RAFTERS
RS L/I80 PROJECT:
U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F I66-1 STANDARD
S. RIDGE 5TRAP5 SHALL BE ATTACHED TO EACH PAIR OF OPPOSING 1-4/ 6" RISE # w/ (2) 5/4"m BOLTS THROUGH CENTER LINE OF VERTICAL LEGS SPECIFICATION FOR DRIVEN FASTENERS: NAILS P U HA LOVI C
RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR 2"x4" LUMBER 15 SET 6" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 0-005. , SPIKES, AND STAPLES.
INTERIOR WALLS 4 PARTITIONS H/180
LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF FOUNDATION. CONCRETE. AND MASONRY 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES
RAFTERS. I. CONTRACTORS TO VERIFY ALL DIMEN51ON5 OF EXISTING FOUNDATION AS IT SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE FLOORS $ PLASTERED CEILINC75 L/360 IN-GROUND POOL
b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE AND ANY ADDITIONAL REQUIREMENTS AS BET FORTH IN THE
SUB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF MANUFACTURER'S CODE EVALUATION REPORTS. ALL OTHER STRUCTURAL MEMBERS L/240
T FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY THE FIR57 AND SECOND FLOORS ARE TAKEN INTO ACCOUNT.
I6" WITHIN 4' OF EXTERIOR CORNERS. 2.2.'T. SCREWS: SCREWS SHALL COMPLY WITH AN51/ASME B 18.6.1
2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED 501L WOOD50REW5 (INCH 5ERIE5). EXTERIOR WALL5 W/ PLASTER OR STUCCO FINISH H/360 1685 LANDS END R D.
8. SILL PLATE TO FOUNDATION ANCHORAGE;BILL PLATE SHALL BE ANCHORED 3. 501L TO HAVE MIN. BEARING CAPACITY OF (1) TON/SQ. FT., U.O.N. MECHANICAL CONNECTIONS:
TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER EXTERIOR WALL5 - WIND LOADS W/ BRITTLE FINISHES L/240 OREINT NY 11957
OF J" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE,UNLE55 I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE
PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR OTHERWISE NOTED
BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN CONCRETE/MA50NRY SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120
FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. 2. THE 5U55TITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED DRAWING TITLE:
AND AT SPAGIN6 NOT EXCEEDING 4' ON CENTER. 6 BY "SIMPSON" MANUFACTURER.
. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS GENERAL NOTES
UNTIL 151 TIER OF FRAMING IS IN PLACE. 5. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES
CODES AND REFERENCE STANDARD: INDICATED IN "SIMPSON' PRODUCT LITERATURE. THERE MAY BE SEVERAL STRUCTURAL DESIGN CHARTS
I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK 1. FOOTINGS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWINGS. LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY 57RUG7URAL IDE51 C N LOAD5
STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL GORE, 2020 LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "SIMPSON"
NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED
STATE ENERGY CONSERVATION CONSTRUCTION CODE. SOLID WITH CONCRETE. 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED
USE LIVE LOAD DEAD LOAD
2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER
WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. EXTERIOR BALCONIES 40 psf 15 psf PAGE:
CONSTRUCTION MANUAL BY THE AMERIGAN FOREST $ PAPER ASSOCIATION 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28
(AF4PA) AMERIGAN WOOD COUNCIL (ANC). DAYS OF 4,000 P.S.I., U.O.N. 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER
3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE 11. GONG. SLABS TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH SPECIFICATIONS OF THE'. PRODUCT BEING INSTALLED DECKS 40 psf 15 psf
PLUMBING CODE. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER 1. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN G-002mOO
ARCHITECT
4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. UNINHABITABLE ATTICS WITHOUT STORAGE
MECHANICAL CODE AND 2020 NEW YORK. STATE FUEL GAS CODE. 8. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM (MAX CLEAR HOT < 42") 10 psf 15 psf
15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - HANGER SHALL BE ALLOWED TO BE 5U55TI7UTED WITH A TOP MOUNTED
5. ALL ELECTRICAL WORK SHALL CONFORM TO 201'1 NATIONAL ELECTRIC, (1) WALL TIE PER(5) 50. FT. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. UNINHABITABLE ATTICS WITH STORAGE
CODE, NFPA-10 AND 2020 NEW YORK STATE ENERGY CONSERVATION (MAX CLEAR HOT > 42") 20 psf 15 psf DATE: 12/20/24 2 OF 3
CONSTRUCTION CODE. 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, HABITABLE ATTICS $
MAX. 32-O O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. ATTICS SERVED BY FIXED STAIRS 30 psf 15 psf
15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf
SITE WORK FROM FOOTING TO 2" ABOVE FINISH GRADE.
I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR SLEEPING ROOMS 30 psf 15 sf
16. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES P P
2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A 1:1I5CREPANCY, OF 40°F AND FALLING, UNLESS APPROVED BY ARCHITECT/ENGINEER. NO
RECEIVE CLARIFICATION FROM ARCHITEGT/EN&INEER PRIOR TO PROCEEDING. CONCRETE SHALL BE PLACED ON FROZEN SURFACES.
STAIRS 40 psf 15 psf '•
3. EXCAVATE AND BACK FILL FOR WORK. INDICATED ON DRAWIN65. 11. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY
STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING ARCHITECT/ENGINEER. GUARDRAILS AND HANDRAILS 200 psf 15 psf
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SITE. STOCKPILE ALL EXCAVATED MATERIALS.
15. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALL5 AND
4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE WHERE EVER APPLICABLE. ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf
ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE
FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. Iq. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A
MIN. 10" DEEP PROJECTING 6" ON EACH 51DE OF THE FOUNDATION WALL. U ,
5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH
CONCRETE SLA55 TO HAVE bxb 10/10 WELDED WIRE REINFORCING. ASGE 7-Ib (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES)
20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED
AS IN 50LID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 6"
DEEP 4 3'-0" BELOW GRADE.
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OF STAIR P. GON(f, PAD EA. STAIRWAY)
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2 xb P.T. BLOCK IN BETWEEN - NOS, PROPOSED POOL
EA. STRINGER. FASTENED TO I x \\i/\\i/\\i/\\i/\\//\\i/\\i/\\ir\�;\\i\\/\\i\\i\, IMAGINE POOLS "BL155" 55'xl4' \\\\\\\\\\\\
d ALL DECKING SHALL BE FASTENED \/\/\/\/\/\/\/\/\/\//\//\//\//\'/�,
P. GONG. PAD w/ Iq/64" x �i W COATED DECKING SCREWS BY \i\/i\��\��\/i\\�/%i\�/i��/i�i\�/%/%�\�/i�ti C; INSTALL PER MANUFACTURER
5-1/2" CONCRETE SCREWS BY T' \\\\\\ \ \ \ \ \,\ \ \ \ \ \ \'��\'\ SPECIFICATIONS.
DECK MATE (OR EQUAL)
"CALIBURN" (OR EQUAL) - MIN.
(5) SCREWS PER BLOCK O MIN.
j/\\j\\\j/\\/\\/\\j/\\j\\�COMPACTED EARTH PER.�
GRADE GRADE
X
2
EXTERIOR NOOD STAIR DETAIL PROPOSED SECT I Oil I -I/A-1 O I
A-101.00 SCALE: 5/4" = P-O" SCALE: 1/4" = 1'-0"