HomeMy WebLinkAbout20250118 178 Lake Ave Addition Application 2/21/2025
Alicia Holmes
178 Lake Avenue
Saratoga Springs, NY 12866
City Of Saratoga Springs
Design Review Commission
City Hall - 474 Broadway
Saratoga Springs, New York 12866-2296
Subject: Application for Architectural Review
To Whom it May Concern,
I am enclosing a hard copy of my Application for Architectural Review.
Please be advised that I am submitting this application as part of my proposal for an addition to my
existing residence. The addition is being made to the rear of the home and will not be visible from the
street. The purpose is to provide for a full bath and closet on the 2nd floor and extend the living/dining
area on the first floor. To provide additional context to the application please see some notes below:
New Construction / Additions
Photos are included in the submission
Change in exterior building materials
The addition will use the same trim and color scheme as depicted in included photos.
Within front yard setbacks in Historic Districts only
No work will be done in the front yard/setback and the property is not in the Historic District
SSi na e / Awnings
No signage or awning planned. New exterior lighting will match existing lighting in the rear of the
dwelling as depicted in the photo.
Demolition
No demolition is planned.
Telecommunication facilities
No telecommunications devices are planned.
Request for extension of current approval
No request being made
SEOR Environmental Assessment Form
Not required
Thank you for your prompt attention to this matter.
Sincerely,
Alicia Holmes
518-956-2653
aliciaholmesl78@gmail.com
**HANDWRITTEN APPLICATIONS WILL NOT BE ACCEPTED** [FOR OFFICE USE]
(Application#)
CITY OF SARATOGA SPRINGS
r. DESIGN REVIEW COMMISSION
. CITY HALL-474 BROADWAY (Date received)
� SARATOGA SPRINGS, NEW YORK 12866-2296
°�PoRartio ��� TEL: 518-587-3550 X2533
www.seratoga-springs.org
(Project Title)
APPLICATION FOR:
ARCHITECTURAL/HISTORIC REVIEW Staff Review
APPLICANT(S)* OWNER(S) (/fnotappl/can ATTORNEY/AGENT
Name Alicia Holmes
Address 178 Lake Ave
Saratoga Springs, NY 12866
Phone 518-956-2653
Email aliciaholmes178@gmail.com
Identify primary contact person: 8 Applicant ❑ Owner ❑ Attorney/Agent
*An applicant must be the property owner, lessee, or one with an option to lease or purchase the property in question.
Applicant's interest in premises: B Owner ❑ Lessee ❑ Under option to lease or purchase
PROPERTY INFORMATION
Property Address/Location: 178 Lake Avenue Tax Parcel #. 166 53 _ 2 _ 11
(for example: 165.52—4—.37)
Date Acquired by Owner: 06/01/12
Current Zoning District: U R-3 Property use: a Residential ❑ Non-residential/mixed-use
Type of Review: 0 Architectural ❑ Historic ❑ Extension/modification (of current approval)
Summary description of proposed action: Addition to existing structure to provide for a full bath and closet on the 2nd
floor and extend the living/dining area on the first floor. Exterior-will use the same trim and color scheme as depicted in
photos. No work in the front yard/setback. New lighting will match existing lighting in the rear of the dwelling as depicted
in the photo. No demolition is planned. No telecommunications devices are planned.
Has a previous application been filed with the DRC for this property? e No ❑ Yes—date(s)?
-App. No.(s)?
Revised 01/2021
**A "complete" application consists of 1 hard copy (original) , and I electronic copy of application &ALL other
materials as required below:
New Construction /Additions
O Color photographs showing site/exterior details of existing structures and adjacent properties
O Site plan,drawn to scale,showing existing&proposed construction, property lines&dimensions, required&proposed setbacks&lot
coverage,site features(fences,walks,trees, etc.);on no larger than 2'x3'sheet—smaller preferred if legible
O Elevation drawings showing design of all sides of existing&proposed construction—label dimensions, colors, materials, lighting(fixture
&lamp type,wattage), etc. -include compass bearing&scale; no larger than 2'x3'sheet—smaller permitted if legible
O Floor plans for proposed structure;on sheet no larger than 2'x3'—smaller permitted if legible
O Product literature,specifications and samples of proposed materials and colors
Change in exterior building materials (windows, doors, roof, siding, etc.), or color(in non-residential districts only)
O Color photographs showing site/exterior details of existing structures and that illustrate affected features
❑ Elevation drawings showing all sides of existing&proposed construction—label dimensions,colors, materials, lighting(fixture&lamp
type,wattage),etc. - include compass bearing&scale; no larger than 2'x3' sheet—smaller permitted if legible
❑ Product literature, specifications and samples of proposed materials and colors
Within front yard setbacks in Historic Districts onlx (Front setbacks:UR-1 &INST-HTR=30';UR-4=25';UR-2,UR-3&NCUD-1=10')
- Installation, removal or change in material of drive- and walkways
- Installation or removal of architectural, sculptural or vegetative screening over 3' in height
- Installation of accessory utility structures or radio/satellite transmission/reception devices (more than 2' diameter)
For any of above:
❑ Color photographs showing site/exterior details of existing structures,and of adjacent properties
❑ Site plan showing existing&proposed construction: include property lines&dimensions, required&proposed setbacks&lot
coverage,site features(fences,walks,trees, etc.) street names, compass bearing&scale; no larger than 2'x3'sheet—smaller
preferred if legible
❑ Product literature, specifications and samples of proposed materials and colors
Si2na2e/Awnings
❑ Color photographs showing site/exterior details of existing structures,and adjacent properties
❑ Plan showing location of proposed sign/awning structure on building/premises: no larger than I I"x 17"
❑ Scaled illustration of proposed sign/awning structure and lettering(front view&profile): include all dimensions of structure;type,
dimensions and style of lettering or logo; description of colors, materials, mounting method and hardware
❑ Descriptions,specifications of proposed lighting including fixture&lamp type,wattage, mounting method,and location
❑ Product literature, specifications and samples of proposed materials and colors
Demolition
❑ Color photographs showing site/exterior details of existing structures,and of adjacent properties
❑ Site plan showing existing and any proposed structures-include dimensions,setbacks, street names,compass bearing, and scale
❑ Written description of reasons for demolition and, in addition:
❑ For structures of"architectural/historical significance",demonstrate"good cause"why structure cannot be preserved
❑ For structures in an architectural district that might be eligible for listing on National Register of Historic Places, or for a
"contributing"structure in a National Register district(contact City staff), provide plans for site development following demolition-
include a timetable and letter of credit for project completion
Telecommunication facilities
❑ Color photographs showing site/existing structures,and of adjacent properties
❑ Site plan showing existing and proposed structures: include dimensions,setbacks,street names,compass bearing,and scale
❑ Scaled illustration of proposed structures: include all dimensions;colors, materials, lighting, mounting details
❑ Consult Article 240-12.22 of the City's Zoning Ordinance and City staff to ensure compliance with requirements for visual impact
assessment and existing and proposed vegetative screening
Revised O1/2021
Request for extension of current approval
❑ Identify date of original DRC approval: Current expiration date: Org.App. No.
❑ Describe why this extension is necessary and whether any significant changes have occurred either on the site or in the neighborhood.
SEQR Environmental Assessment Form
❑ Applicants proposing the following must complete"Part I"of the SEQR Short Environmental Assessment Form (available here:
http://www.dec.ny.gov/docs/permits ei operations pdf/seafp art one.pd-
-Construction or expansion of a multi-family residential structure(4 units +)
-Construction or expansion (exceeding 4,000 sq.ft.gross floor area)of a principal or accessory non-residential structure
-Telecommunications facility, radio antennae,satellite dishes
- Demolition
Disclosure
Does any City officer, employee or family member thereof have a financial interest(as defined by General Municipal Law
Section 809) in this application?
8 No ❑ Yes- If yes, a statement disclosing the name, residence, nature, and extent of this interest must be filed with this
application.
Certification
/we,the property owner(s), or purchaser(s)/lessee(s) under contract, of the land in question, hereby request an appearance
before the Design Review Commission.
By the signature(s) attached hereto, I/we certify that the information provided within this application and accompanying
documentation is, to the best of my/our knowledge, true and accurate. I/we further understand that intentionally providing
false or misleading information is grounds for immediate denial of this application.
I/we hereby authorize the members of the Design Review Commission and designated City staff to enter the property
associated with this application for purposes of conducting any necessary site inspections relating to this application.
Furthermore, I/we agree to meet all requirements under Article VII for Historic Review or Article VIII for Architectural
Review of the Zoning Code of the City of Saratoga Springs.
.A9CGCL Date:2/2 1/2025
(applicant signature)
Date:
(applicant signature)
If applicant is not the currently the owner of the property,the current owner must also sign.
Owner Signature: Date:
Owner Signature: Date:
Revised 01/2021
CITY OF SARATOGA SPRINGS
r
DESIGN REVIEW COMMISSION
City Hall -474 Broadway
Saratoga Springs, New York 12866
c kP a Tel:518-587-3550 x2533
o artio �
www.saratoga-springs.org
INSTRUCTIONS
ARCHITECTURAL/ HISTORIC REVIEW APPLICATION
I. ELIGIBILITY:An applicant to the Design Review Commission for Architectural Review or Historic Review
must be the property owner(s) or lessee, or have an option to lease or purchase the property in question.
2. COMPLETE SUBMISSIONS: Applicants are encouraged to work with City staff to ensure that an application is
complete. The DRC will only consider properly completed applications that contain 1 original and 1
digital version of the application and ALL other required materials as indicated on the application.
HANDWRITTEN APPLICATIONS WILL NOT BE ACCEPTED!!
3. ACTIONS REQUIRING REVIEW:
Architectural Review District Historic Review District
• any exterior changes that require a building permit • Installation or exterior change to a structure requiring a
• any change in exterior building materials building or demolition permit
• a new, or change to an existing, sign or sign structure • any material change to exterior of a structure including:
• demolition of a structure -addition or removal of exterior architectural features
- installation, removal or material changes to exterior
Within a non-residential zoning district: building elements such as roof, siding, windows, doors,
• a change in exterior building color porches, etc.
• installation of an awning - enclosure or screening or buildings openings such as
windows, doors, porches, etc.
- installation of utility, mechanical or misc. accessory
structures to the exterior of a building such as HVAC
equipment, solar panels, wind turbines, radio/satellite
transmission/reception devices, etc.
■ Within a front yard setback:
- installation, removal or material changes to drive- or
walkways
- installation or removal of architectural, sculptural or
vegetative screening that exceeds 3' in height
- installation of accessory utility structures or
radio/satellite transmission/reception devices over 2' in
diameter
• a change in exterior building color within a non-
residential zoning district
• a new, or change to an existing, sign or awning
• installation of telecommunications facilities
Note—Ordinary maintenance or repair that does not involve a change in material, design or outer appearance
is exempt from Historic or Architectural Review.
Revised 01/2021
4. DESIGN GUIDELINES:
The Design Review Commission will evaluate whether the proposed action (construction, alteration or
demolition) is compatible with existing structures and surrounding properties using the following criteria:
• Height— consistent with historic form and context of site and surrounding properties
• Scale— relationship of structure and its architectural elements to human size, form, perception
• Proportion — relationship among building elements including front fagade, windows, and doors
• Rhythm — pattern resulting from repeating building elements such as door/window openings, columns,
arches, and other fagade elements
• Directional Expression —compatibility with horizontal &vertical expression of surrounding structures
• Massing& Open Space— relationship of structure to open space between it and adjoining buildings
• Setback—compatibility with surrounding structures
• Compatibility of the following with surrounding structures/properties:
- Major building elements (storefronts, doors, windows, roof)
- Building materials
- Color— (in non-residential zoning districts only)
5. DECISIONS:The Design Review Commission may approve, approve with conditions, or disapprove an
application. The DRC may impose appropriate conditions and safeguards in connection with its approval
including nature/quality of materials, manner of construction, and design. An applicant may appeal a denied
DRC application on the grounds of hardship.
Application approvals shall expire within 18 months of the filing date unless the project has sufficiently
commenced (i.e. building/demolition permits obtained and construction/alteration begun). Applicants may
request up to 2 extensions if requested before expiration date of prior approval.
6. AGENDA DATE: Check City's website (www.saratoga-springs.org) for meeting dates. Applications are
placed on an agenda on first-come, first-served basis as determined by the completeness of the application.
7. APPLICATION FEE (NON-REFUNDABLE): Make checks payable to the "Commissioner of Finance".
REFER TO THE CURRENT FEE WORKSHEET INCLUDED IN THIS DOCUMENT.
ADDITIONAL INFORMATION:
More detailed information on Architectural Review, Historic Review and the Design Review Commission
responsibilities may be found in the City's Zoning Ordinance available in City Hall and on the City's web site at
http://www.saratoga-springs.org/544/Zoning-Ordinance.
Revised 01/2021
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h.A CH PL+Rt OF�-11ST11,S RE ROOF ; L-
�,X� REMOVE EXISIING ROGF STP.VCTU86\ ,?"2 N APPROVED TRUSS LJ s-, -"iXT s RlOa.PITCH w
RAT O.0
R .
ATED FOR 50 PPS S�ICW LOAD Z U7
RATED FOR 90 MPH SUSTAINED EO WIND LOAD
\ RATED FOP, 115 MPH SHE OUST WINO LOAD W l�
SEE P.DOE SAEFT JI / SEE r,oTi O ON SHEET 5 Z
SECTION 0-SHEET ~Q_
R-,a INSULA.TON L� C
(1 liU',i„iUl l sl U U J UI U U�U U U•Unu,Crllln�nnnonon ,, I�
pil . C��
U, UvU JnUUJJUl uUUUi �CIjrl l
U U U U UJUUJ UiJUU JU_uUUUU UUUL JUU !JU_\ ! Z,¢
F'aA sw:rlG
Ili '—T`O AT CCNPRUJT I O C:) I
( � 0'-5 1/2'"TRuSS e APrs-T'PICAL Ii
�i VEN eD SOF-T C
9'-3'TRUSS WIDTH
- n 2�-]''TRUSS WIDTH '
.•GYPSUM'NA1L BOARD
Ind PILL NEW HALLS 3 C`c`LING sl p
a 5
j � ICI ICI C- jG
1 iI I
s SIM?SON HUSS
C CA CH JOIST
� EXISTI IG STFUCTUSE
i0
qs
FRAMING FRAMING
li 2 is 6 STUDS 15'O.C.
V O Sii!PLATE AS SHOWN
C
R-33 SPRAT FOAM IE I)ION
ALL NEW'!&LLS-SEE E NOTE
„COE ExISING ;cr PCI_r vAPca BAee!Fe
RE d 0 UNDER YYPSjM
��I m '. O.PL.,-WITH '�§ AL r v WA 5 E t
W DRYNaLL _4 R.H HING
Sn<.til'iG
4 AT
C
T G SUBFLOOR ;� IW
C
I I" FLOOR TBD AT CONSTR
U
CTION
� I 2'F 10 RIM JOIST •'
i0
tl' 2 X 10 JOIST NEW CONCR T �e AND rOC INGS PT 2 X 6 S 1 PLA E I(n
13T 3 SLID FLOOR SE_SECTICHi C S-IE-5_\ Wi
SEE 1161OTES �'. HIV \�'-• ..= I`�
R-30 I'JSULATIOH
REVISION
j -3
[�IIJA'l 20't5SE(14ON a - FRA�iINC: SFCTiON B - FRAti(IN(;SCPLE Y" = 1' FROM SHEET 3 ?�"SCALE 2 = 1' FROM SHEET S ' 24-023 i DF 5 �'
95�9 F I-S Pi AiE-.,_ .;. J•,_.vi BJI(L RU33EF,-0. -. _7 2 .,✓,��' , .,,F' IY WINDOW&DOOR SCHEDULE
(DIMENSIONS NOMINAL TO NEAREST INCH
OTr Ci P ,T !J. _ T _ E TcP, SHEATHING: �I �S GTy r-.S J T� n..
FIND TYPE MAKE-STYLE MODEL NO. WIDTH HEIGHT INTERIOR EXTERIOR SWING EGRESS FIRE RATE
I r :J,R I G S.r. E 8 .�.;`I A��_',.Y _S z ry TH SI- I; THE 1,2 COX PL ',VC^3D OR OPi_N _L; S R._I 8�.:AR � SEC ED j I
WINDOW E DOUBLE HUNG UNKNOWN UNKNOWN 30' S6" VINYL VINYL WA NO NO
F__IiE S P�.L '25 D „M_✓� _ O=. BY ;PA PS i. WINDOWI IDOUBLE HUNG JANDERSEN-400-TW ITW3G46 37' 57" VINYL VINYL I NIA I YES NO
DOOR 2 '/:GLASS ITHERMATRU HP13068 1 36' 1 80" IRSERGLASIRBERGLAS1 PH I YES NO
c. S L B ( E !„ .r LESS OT : - .I -E' SJEF.C)R SHA - P u 0
C .E r'-- AS O PSI r/ - - _Lu ✓ Ut°1 G O_>.._ P!_ l OO_ P, LS, WINDOW E UNITS ARE 30"W X 56"H DOUBLE PANE WINDOWS REMOVED FROM EXISTING WALLS ON 1ST&2ND FLOOR&REUTILIZED
t-T_J TESTED AS ._D i`. ,-t , .,- 72.' WINDOW B UNIT IS 24"WX24"HAND IS RE-USED FROM EXISTING 1ST FLOOR BATH(REPLACED WITH INTERIOR DOOR) ! FY O
LO
PI hCOD SHAIL BE AS SPE-D'E'D DI Y,I;C J OC...,�., . WINDOWS SHALL BE INSTALLED WITH LOWER SILL NTE 44"FROM FLOOR
CV SPEC,FiED, STEEL --.RS ! S.C FOR + fdC .E (APPI PRODUCT „Ta' 1-1, GRILLES,TRIMTBD AT CONSTRUCTION cb
R = - D S M A49C. A6 5 A616, .61 , ALL ROUGH OPENING DIMENSIONS TO BE CONFIRMED BY CONTRACTOR PRIOR TO CONSTRUCTION I a10
A FQU/ Jb IDI LED ILJ THIS SRE OH." r R, - r` I- rTc - EQUNALENT OR ALTERNATE MODELS MAY BE USED WITH ENGINEER APPROVAL I 'i� ESS OTHE OE Pt .,__ I -FED DUJI S HALT_ BE -'P
T r:U STEEL Sh , I_D E T ,ter IN S__AI•ED _.,OH. L < Oro, OF
c ESH - D S, MESH USED _ E
C
! BOEr,JI -_L ..E ';. SPECIFIED �,S:�n G7 C'R �ovn:.�E'.I :: �S_ �L Q (J
T', 5 ES tC 7I S I :, ! l Ic e c t c." U) 0 Z
UNLESS G'H RIv�E S G IBC ! C FDJ !I SHALL BE A G r; J t`
- S E R 1ES 100 THEP lOPA,N /V-NDOY'S AS SHOWN IN J'N N SCHEDULE BE OW: �I U Lo J N
LJM BtR PRESSURE, TREATED:J. G" 7 EPEE. 1-D U' -R SPECIFIED A_ !,, < IN INSULATED ALLS Jv IIDO'J r �JES SHALL BE IS IA--_D � V �_j
Lo
P R" HIED OR P.T. SHALL c �)U H RN YELLOW T'I 2 OR 'WTH LOOSE Hlo-RGL S TS OR TON EXP„TDI C � S H 0
B - - A 2 IE- TO A MIPJ COP PTD THE AM JC4N WOu,. PEES /-PS _J LL
ASSOCATION SPECIFICATIONS. WHERE SPECIFIED, SI I. Jn.l STRONG TIF STEEL CLIPS HALT- BE t13UN ED D-J(
j AND FASTENED PER MANUFACTURERS fST U.. G"JS U d ESS OT P"'WISF r
LUMBER: LUMBER SHALLBE NOMINAL DIMENSIONS. H MLtiCK UP LOtiSLAS SPECIFIEG rAS`ENER ALL BE 1OD NAI S '_L HOLES SPA 1 �c GGCUPIED � �`�In L
FI d OR BETTER PER ATE P WOOD PRODUCTS ASSOCIATION OR HE BY FASTENER SIr1' S0(: SCREWS MAY BE USED I �li i 1
NRT-' CI P. T UMBER V II F T UEP,S AESG_IA`G J GRADING PULES I�
I P- D FOAAl NSU AI 0I1RIGID M fS LAT.ON PANELS SF'. L B- ASTM ANCHOR BOLTS/LAG S.HEILDSCONCRETE' WAF S/CO UM`S/PIEPS A BE
USED I� P E GE !AST IN PLACE � -uT PC-OR j
BOLTS USED O
C1289 TYPE 1 CLASS 1 PO'YISOCYAHU RATE FOAM PANELS OR E P N EG ^� e r n, c PRE E�
POLYS—I Rcl'.E -CAM BOARD P- ATM C-573 TYPE > OR EG /:•.LILT II11 THE SECURE S L AND;,E COLUMN INSTALLATION_ TICP SHALL BE T DRII L_L: AND
#2 STONE fr
SCREWED IN PLACE SECURELY. ANCHOR BOLTS SHALL BE 1/2' DIAV X 8' I �%OF ANAL
THICKLIESS SPECIFIED. O-.I,A SIHALL HAVE AN R RATING OF 5 PER i OF MINICIUM, EPDXY SECURED ANCHOR BOLTS MAY BE SU
T CKNESS c BST T„TEG AT ^. U
V OP BARRIER: VAPOR BARR.P at-ALL RE 3—MIL PC Yt HY Efit OR MEET WHERE SHOWN, EACH RAFTER WILL BE JOI°d EJ AT EACH TC SUPPORTING j i I
TFEE FEDERAL SPECIFICATION I_J B 790-b,-:GP BARRIER dEOU RE",+.COLTS, WALL BY S MP ON HURRICANE CLIPS H8 H9 H10 SERFS AR � ',4 e I
Tr" i, GRADE A ACCEPTABLE SIMILAR PRODUCTS ARE ACCEPTABLE SCR AS �a.INO S sH voa
EN_ OP. INAI_S ENSURE_ co;'E=
DESCRIBED ABOVE MAY BE USED. o - -.1 Li
FIBER L ASS BATT iNSU'ATION: FIBERGLASS BAT IS SHAD CGMPI Y WITH ASTM � _ �
C 565 TYPE 1 (U',FA-.ED) OR TYPE II, CLASS C, CATEGORY 1MICROL.AM OR LVI BEAMS WHERE SPECIFIED SHAI L BE LAM,'N APED VENEER
(K -N ,vCEJ), FRF, FAC
ED,AtD OR ASJ r.PJHiTE) FACEDED GLASS FIBEF. LUMBER IN ACCORDANCE ;WITH ASTM D5456-96 UNLESS GI-i-RAiISE
ACCORDANCE iyJ G W I '
THERMAL INSULATION CONMPLYIN WITH ASTM C 612, TYPE lA ALID 1 B. F.' SPECIFIED BEAM SHALL BE Fb 2950 E2 0 IN THE DIMENSIONS SHOW", - �Y%�Y��%��Y%V�Y/i�iT - S
VALUES SHALL BE AS I',IDICAIED 011 DRAWING BEAMS SHALL BE HANDLED AND STORED AN MANUFACTURER :>JS.P.LSTiOf,IS. 'l V
f
U
n r SPACE
i 'W4' P ROOFING INHERE FOUNDATION IS SHOWN WITH INTERIOR, WHERE SPECIFIED, TF' SJOISIS OR WOCD [-JOISTS SHALL BE F eRCATEO III /YY/�/Y�/YY/�Y//V/�A/Y/�A /�; L:
j (BASEMEhJTI, ENTIRE GUN:DATION SHALL BE COATED WITHIfJ 72 HOURS AFTER AND RATED IN ACCORDANCE WITH ASTM D51055 - 13E1 ST:ND,ARD � ��
FORM REMOVAL WITH ELASTOMERG 'W'AIERPROOFING COMPOIJNJD. r - -ESTABLISHING �r• - - C Pr. - cFi L u GROUT-•tw REBAa�n/YY�j�/X�//�,Y/jvl'��/X�✓/Y�//�Y//Yi/�Y//�/A//�//�Y/j
L SPECIFICATION PCP. I A:JD MONITORING SIRUCIUR'! OP.:,-CITES MIN6 »roEXISracFoo�r•u
COMPOUND MUST PROVIDE AN [IMPERVIOUS BARRIER TO MOISTURE OF PREFABRICATED WOOD i JrLSTS PROUJCTS SHALL BE PROTECTED EEJ; ( :�
A.BSO FIIChJ BRIDGE CRACKS UP TO 1/64" AND COIIFG�RM! TO THE THE WEATHER DURING CO`.STRUCTCH TG PRE•EN.T MOISTURE D '"ADAIIOPd olsrl,eseoTlul
j rPL,A,fJC PEOUI'. ME"dT5 0 S:':? C836. PRODUCTS SHALL BE HANDLED AND INIS`
: . . I : LED E2MANUFACTURERS
AJ FA U•ERS
"Jc7R IOTIGNS SPECIAL CARE SHCJ_C B TAKEN TO I MIT a-�u rnrr _ E RMiSs BL. TO-IF_-DRILLIJ r✓A — a c To ToDRIVEN FASTENERS U EC f FRAMING SHALL BE STEEL NAILS PER ASTM OPENINGS J THE NEB MANUFACTURER GUIDEI IFES
d�FPODJC I <;,_coaoOA-.E saL G L- I
F1cbl IFFAMINiG "BAILS BETr1_tN PRIMARY STRUCTURAL ELEMEN S SH..LL BE SHAL1_ BE CROSS BRACED A'r MID STAND FOP, 4/JY SPA"I EXCEED"•IG 1,o FT
' U I
A T( 1 P57 r L CN S 10 B. F ^ING HAILS THAT FAA" BE EXPOSED TO Go
Q LJ
TH tN EN..� S"IA� BE I`rC Ci>.TtD (htT11 F1567 PJl CfA S iC Z). A-F. BARRIER U'':LESS OTHERWISE SPEC'FI Fj, ALL EXTERIOR Pr4LLS SHALL DETAIL D - STEPPED FOOTING
SCPEvVS MAY BE USED PROVIDEDARE THEY OF EQUIVALENT SIZE, BE COVERED WITH AN AR BARRIER ON THE OUTSIDE OF THE X _ROR SCALE 1/z" FROM SHEET 3 � � `r UJ I T
I ' PERFORNIANCE AND CORROSION P SISTANNCc ALL OTHER NON CRITICAL S HEATNIIt G, BENEATH ANY SDI�G OR EXTERIOR SURFACING. AIR BARRIER
ER
( + -I AND CON STR F UCTON MAY LN SCREWS OR '"TAUS SUFFICIENT STEEL SCR51AI BE AS SPECIFIED IN ASTM 71"o7(-G5 UNLESS SELF fDH S_iE,
FOR H INTENDED PURP3SES. EXTERIOR SCREWS SHALL MELT THE DAME BARRIER SHALL BE .ATTACHED AWITH STAPLES 12" 0 C. OVERLAP S_PEF.ATF
ST-.L,aRDS WITH AN APPROPPIATl_ COKP.OSON COAT.I•G THEFTS P7 !EAST 6". Rr 2 x e
BOTIOrA SILL
I ILTER:OR WALLS AND CEILINGS SHALL BE COVERED WITH GYPSUM 'JJALL20ARD CONCRETE MASONRY UNITS (CMU): WHER- SPDCFI WALLS OR FOOT'NGS
PER AS7MC36, AT LEAS ;< THICK, FASTENED VIA SCREWSNO GREATER ;
SHALL BE CONSTRUCTED WITH I✓O (2) CAVITY HOLLOW OON E BLOCKS, x . An �oaBoLT
THAN 12' ON CENTER ON EACH STUD OR JOIST COVERED DRYWALL 2"X 8"X16 (PIGNVIG,AL DIMENSIO"dS) IN ACCORDANCE W TH ASTM C90, JGNNED 12"FRooI A v 7RNER
APPLICATION SHALL BEL VIA SCREWS PER ASTM C1CO2, T(PE G, 1 5 ° T Pc r BLOCKS, EM, 5"M'N
/ WITH MORTAR LAYER R ASTM C91 IYPF N•I BEI`AE EN BLOC AND
j L�fl CONSTRUCTED IN ACCORDANCE GOOD INDUSTRY PRACTICES R P THE T i
NATOIN-`,L CONCRETE MASONRY ASSOCiATIOJI TR CO. UNLESS OTHERWISE /
SHII,43LE ROOFINGWHERE SPECIFIED SHILIGLF P.CG-IP1G AND SPc LED, VEPTICAL STEEL REINFORCEMENT BY } ' B. AND kCUTED
V✓ RPr OFI SHA CONSIST OF SHINGLES WITH Mif,IERAI_ GRANULE C.AIATY SHAL B- INC IJDED EVERY A' (Mi rM Hi AND'Hop 70 TAI TEEL
SURFACE P r' `Sir✓ D225 TYPE I 0P. ITi, HI GEES SHALL CARRY REII'dFORCEMcNT SHALL BE INCLUDED EVER FD ;COURSE 'MINIMUM, BY
'� r
bi - ACTUFER WARRNT' OF i10 IESS THAN 25 YEARS. SHINGLES SHALL 1/8" STEEL r�rlrE LADDER. PER ASTM C13 IN P'.CRIAR LAYER
RE APPLIED, OVERLAPPED D SECURED BY THE MANUFACTURER'S
j INST- ,. ICIJO HOWEVER, NOT LESS IHAfd FOUR � NAILS SHALL BE USED r r C ✓
( ) - WIRING & ELECTRICAL: ALL ELECTRICAL WORK 5 :AL 5- !'N COMPLIANCE
U, ANY 12 X 36" SHINGLE SECTON THIS PRIMARY LAY P SHALL BE WITH THTE NFPA 70 - N.AIIONA ELECTRICAL Cl�DE EI ECTRICAL s Mir✓ LL a OOND
JL A L bllP.l!
UNIFORMLY UNDER u,l WITH ASPHALT FELT PAPER, TYPE PER ASTtii D226. CONSTRUCTION, AN c-�. r c L .I cowcpr s
I .ID I J in LATIGN yr EL T Ca DtV �P S-1 L Bt - ;FE S;.FG �
THE LOWEST .o OF ANY SHINGLES APPLIED SHALL BE UNDERLAID WITH AN PERFORMED IN ACCORDANCE WITH THE NATl:C AL ELECTRICAL CONTRACTORS
ICE AND WATER, SPED PRODUCT 'CON FOPMINO TO ASTM D1970 ASSOCIATION NECAi i - STANDARD J PRACTICES FOP, DOG' WORKMANSHIP 7 i
HAILS SHALL BE HOT DIP GA VAIJI7ED ROOFING INAI S PROVIDING AT LEAST IN ELECTRICAL(CONTRA.CTTNG. Al L A✓:RIN", E
1,,, ELECTRICAL EJ�-IPI IJI AND
OF ?udFTBATION INTO ROOF SHEATHING PER ASTM F1667 DEVICES SHALL CARRY AN UINDFRWR IEP LABO?A 02Y (OL) OR NIAT.hhIAL
NL-PF S-.4 3G Z. F.DGE CAP AiG VENT SHALL PP.0�1GF °.JE r?tE APNEA ELECTRICAL MANUFACTURERS ASSOCIATIONS (NEP✓IA) CERTIFICATION, iNTER..A.-F Rea:,aHsercuTAL
G. 0.5 _.,. N. PEP, LI"a. FT. PER .,LOPE (17 S0. IPr. PER L N. FT. O EXTER OR ELECTRICAL POVIER SUPPLY GRID SHALL COMPLY INITH NE A. - T_AT Iz F=era roRjA�jj�j
EPDXY GROUT: WHERE SPECIFIED FO• REBA.R GROUTING, A. HYBRID 331 - STANDARD FOR BUILDING AND SERVICE _NTP•iN10E GRLI NDIiNG AID -AT� FROM
HEcur
F u EPDXY BONDING. IN IERPPEI DRAWING SYMBOLS r_R NE,A, 100 SYMBOLS FOR #4 BAR VFRTCAL 48' G_
MIOR'A.P. COMPRISING A l EPDXY RESIN, MORTAR, AP.G HARDENER SHALL BE -
ELECTRICAL CQf,ISTP.UCTIONJ DRAWINGS
USED GROUT SHAD MEE .ASTM C381 TYPE V GRADES 2 OR 3, CLASS OLrTIONAL /��/V/ z o
.. 3POUT SHALL BE MIXED AND A =G' PER MANUFACTURER'S FN ERGY CODE COMPI ANCE &Fo„nDAT;0N DRAJr /l
I.1c PU!' CNIS GP"OIJ HALL NG bL APP D AI TFMPERAT„RES BELOW
DOWN r0 4E FHWITH CERTIFYING EPRODNCTS GINEER GINEEYAPPRO`✓A,BE C AT TEMPEF.TU"FS SEE ATTACHED
f PE R G c A\•V�i A V�/A���i A�/A�%
LIGHTING AND 1FNTILATIGN REQuiREMENTS tea rr
UNLESS OIHEP.{,YISE SPECIFIED SMOKE DETECTORS MEETING UL 268 AND ✓F CALcAL
C'R MGrXE DETECTORS 4FTN U 20 SHALL BE PROVIDE FROM.�nRG 5 1 O 3 SEE A TACHED /
u
i \N
EVERY LI`1jPiG SPACE BEDP.cOPAS SHALL HAVE UNITS BOTH SIDES OF THE I1 IO
DOOR, WITHIN 4'OF THE DOOR. UNITS SHALL BE SEALED 10 YEAR BATTERY
UNITS WITH HARDWIRE BACK- UP, UNITS MAY BE COMBINATION DETECTORS UNOISTURBED TILL •X\ T
AND SHALL BE INTERPLEXED. GARAGES SHALL BE EQUIPPED WITH HEAT ceMRAcrO�
USNER RUN THROUGH ALL FOOTINGS �
DETECTORS PER UL 530 ONLY. �✓O( aED AND
jw
OVERLAP(8"+ 3 TIES/
I j
SF,CTION C - FOOTING & FOUNDATION
SCALE %z" = 1' FROM SHEET 3 FEms;ow L
11T JF"J 2O^c5 i
JOB NO.2028
I
L SHEET 5 OF 5 j
I