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20200216 Alvaro Residence Exterior Modifications Revised Plans **HANDWRITTEN APPLICATIONS WILL NOT BE ACCEPTED** �FOROFFICE USEl �t������(��1 '�i�, (Application#) -� _ ; �� CITY OF SARATOGA SPRINGS � � I. `� -����. ,, :. ��= DESIGN REVIEW COMMISSION � , � ' � �'"�. �� CITY HALL-474 BROADWAY (Date received) �� , - '�� ;'��,�� �� SARATOGA SPRINGS, NEW YORK 12866-2296 $ �^�� `� TEL: 518-587-3550 X2533 � � .�,T,_',,�',ATE_C' 1a www.saratoga-springs.org (Project Title) APPLICATION FOR: ARCHITECTURAL I HISTORIC REVIEW staff Review APPLICANT�S� OWNER�S) (/fnotapplicant� ATTORNEY/AGENT , � Name Mike Alvaro/Joan McMullen SD Atelier Architecture, LLC Address 206 Nelson Avenue 511 Broadway, 2nd Floor Saratoga Springs, NY 12866 Saratoga Springs, NY 12866 Phone 518-366-2153 � � 518-321-4955� Email loanmcmullen423@gmail.com sue@sdatelier.com Identify primary contact person: ❑ Applicant ❑ Owner 0 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: 8 Owner ❑ Lessee ❑ Under option to lease or purchase PROPERTY INFORMATION Pro e Address Location: 206 Nelson Avenue Tax Parcel #: 166 61 _ 2 _ 53 P �Y � (for example: /65.52—4—37) Date Ac uired b Owner: 09/20/08 a y rr n Zonin Di ri • UR-3 Pro • ❑ R i n i I ❑ N n-re i n i I mix - Cu e t g st ct. perty use. es de t a o s de t a/ ed use Type of Review: ❑ Architectural ❑ Historic 0 Extension/modification (of current approval) Summary description of proposed action: Has a revious a lication been filed with the DRC for this ro e ? ❑ No e Yes—date s ? O5/13/2020 P PP P P �Y C ) -App. No.(s)? Revised O1/2021 ��A "complete" application consists of 1 hard copy (o�inal) , and I electronic cop�pplication &ALL other materials as req u i red below: New Construction /Additions 0 Color photographs showing site/exterior details of existing structures and adjacent properties 0 Site plan,drawn to scale,showing existing&proposed construction, property lines&dimensions, required&proposed setbacics&lot coverage,site features(fences,wall<s,trees,etc.); on no larger than 2'x3'sheet—smaller preferred if legible 0 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 0 Floor plans for proposed structure;on sheet no larger than 2'x3'—smaller permitted if legible 0 Product literature,specifications and samples of proposed materials and colors Chan�e in exterior building materials (windows, doors, roof, siding, etc.), or color(in non-residential districts only) ❑ 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 only (Front setbacks:UR-I &INST-HTR=30';UR-4=25';UR-2,UR-3&NCUD-I=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 setbacics&lot coverage, site features(fences,wallcs,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 Si�na�e/Awnin�s ❑ 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 I 7" ❑ 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,setbacics,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 staf�, 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-I 2.22 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://v�✓ww.dec.ny.gov/docs/permits ei operations pdf/seafpartone.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? ❑ No ❑Yes- If yes, a statement disclosing the name, residence, nature, and extent of this interest must be filed with this application. Certification I/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. Date: (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 O1/2021 ��`��r'�"���' ��% CITY OF SARATOGA SPRINGS .r w� % l f � I. „��, A ;: ��_ DESIGN REVIEW COMMISSION � , :r ; ; -� �� _ _ ,�, ,,� �- City Hall 474 Broadway $ . ��� : Saratoga Springs, New Yorlc I 2866 /�/�, a 1 `-�'�T�-���� �. 1 Tel:5 I8-587-3550 x2533 �=-.ATE_� www.saratoga-s p ri ngs.o rg I NSTRUCTIONS 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 worlc with City staff to ensure that an application is complete. The DRC will o�consider properly completed applications that contain 1 oriqinal and 1 diaital version of the annlication 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 setbacic: - installation, removal or material changes to drive- or wal Icways - 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 O1/2021 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 fa�ade, windows, and doors • Rhythm— pattern resulting from repeating building elements such as door/window openings, columns, arches, and other fa�ade 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 • Setbacic— compatibility with surrounding structures • Compatibility of the following with surrounding structures/properties: - Major building elements (storefronts, doors, windows, roo� - 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. AG EN DA DATE: Checic City's website (v�✓�rwv.sarato�a-spri n�s.or�) 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 checics 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://v�✓�rwv.sarato�a-sprin�s.or�/544/Zonin�-Ordinance. Revised O1/2021 2021 LAND USE BOARD FEE WORKSHEET OPED Fees Type 2021 Fee Application to Zoning Board ofAppeals[1][2] TOTAL #VARIANCE Use Variance $1100+$50/app Area Variance-Residential $275/var+$50/app+$125 each add'I variance AreaVariance-Multi-Family,Comm,Mixed-Use $660/var+$50/app+$200eachadd'Ivariance Interpretations $550+$50/app Post-Worl<Application Fee Add 50%App fee+$50/app Variance extensions 50%ofAppfee+$50/app Application to Design Review Commission[1] TOTAL #STRUCTURE Demolition $385 Residential Structures Principal $55 Ac c esso ry $5 5 Extension $35 Modification $55 Multi-Family,Comm,Mixed-UseStructures Sketch $165 Principal $550 Extension $200 Modification $330 Multi-Family,Comm,Mixed-UseAccessory,Signs,Awnings Principal $140 Extension $75 Modification $140 Post-WorkApplication Fee Add 50%App fee Application to Planning Board[1] TOTAL #STRUCTURE Special Use Permit[2] $990+$50/app Special Use Permit-extension $330 Special Use Permit-modification[2] $450+$50/app Site Plan Review-incl.PUD: Sketch Plan $330 Residential $330+$200/unit Residential-extension $200 Residential-modification $400 Non-residential $660+$130/1000sf Non-Residential-extension $300 Non-Residential-modification $650 Subdivision-incl.PUD: TOTAL #LOTS Sketch Plan $330 PreliminaryApproval[2] Residential:1-5 lots $660+$50/app Residential:6-10 lots $990+$50/app Residential:11-20 lots $1320+$50/app Residential:21+lots $1650+50/app Residential-extension $330 Final Approval[2] Residential $1320+$175/lot+$50/app Non-Residential $2000/lot+$50/app Final Approval Modification[2] Residential $330+$50/app Non-Residential $550+$50/app Final Approval Extension Residential $135 Non-Residential $330 Other: TOTAL #LOT/ACRE Post-WorkApplication Fee Add 50%App fee Lot LineAdjustment $350 Letter of Credit-modification or extension $440 Letter of Credit-collection upto 1%ofLoC Recreation Fee $2000/lotorunit Land Disturbance $660+$55/acre SEQRA EIS Review(Draft&Final) TBD Legal Noticing if PB requires Public Hearing $50/app [1] Fees are based on per structure,except where noted. $0.00 TOTAL DUE [2] Legal ad required;includesCity processingand publishing ForAdministrative Use Total Paid at Intake Revised Fee Balance Due ��_Balance Paid Staffapproval AI�CH ITECTU I�E �.�.C. 511 BROADWAY,2ND FLOOR SARATOGA SPRINGS,N.Y.12866 P.H.518 587 3385/FAX 51 8 306 6048 SDATELIER.COM January 29, 2021 Re: 206 Nelson Avenue Attn: Design Review Commission To all members of the Design Review Commission; I am submitting final details and modifications for review on 206 Nelson Avenue. It is critical to mention that all this information verifies our good faith efforts in describing the existing conditions, and most importantly the attempt to salvage what we can and is reasonable of the existing structure at 206 Nelson Avenue. Our primary priority (as our professional responsibility) is the safety of the structure; not just to the Owner but also the neighbors and the City. We do not agree leaving the site and structure exposed for any extended period is to the benefit of the existing structure, so we appreciate any effort to expedite the process. It is important to understand what has transpired to date, thus I have put together a timeline. The current construction is consistent with the Building permit drawings (approved by the building department on September 30, 2020), and most recently in a letter dated 1/15/2020. Apparently, this letter was not forwarded to you (as I was unaware that Brad Birge was no longer working for the City.) At this point, we propose to keep the proposed roof consistent with the height that was the original roof. The plate height will not increase, (yet will need to be replaced and leveled.) We greatly appreciate your consideration to our request to expedite the process as much as possible—as the site is currently exposed to the elements. Susan L. Davis SD ATELIER—Architecture, L.L.C. www.sdatelier.com cc: Tom Albrecht Jr.- Hilltop Construction John Barney Patrick Cogan Mike Alvaro/Joan 206 Nelson Ave—Timeline Process to Date October 2019 Original submission was made to DRC for total demolition. Project was not presented to the DRC due to concerns over total demolition. It was not known that the building was listed as a contributing building to the National Register of Historic Places(along with 340 other properties) until the SSPF was contacted by SD Atelier. January 2020 Revised Submission was submitted and presented as a "sketch discussion" April 2020 Revised submission to DRC submitted.As there was water damage, client is requesting to be placed on a May meeting. (or as soon as feasible during this time with COVID-19) May 2020 Project Received DRC approval for mass and scale—and authorized to proceed with Building permit July 2020 Submission made to the City for a building/demolition permit September 2020 SD Atelier answered questions from building department and revised set of construction documents was issued to the buiding deparment. It was made clear that new addition would be in compliance with zoning. The existing roof suffered water damage and thus new structural roof inembers were specified for the existing roof. The permit set was approved. September 2020 Construction commences November 2020 SD Atelier addressed concern over foundation and proximity property line to north neighbor side. January 15,2020 SD Atelier sent e-mail to city expressing concern over existing roof and need to replace due to structural deficiencies.There was no response. January 26, 2020 Contractor is told to stop work on the project until DRC Approval. SD Atelier reached out to the city for explanation.John Barney sent e-mail stating DRC approval will be required,and if there is an increase in height to the roof, zoning would be required as well. SD Atelier reaches out to the city for clarification,especially considering that the permit set had called new roof framing. No mention was made for zoning approval at the time of permit review. January 29,2021 SD Atelier makes submission to the DRC at the request of the City. Proiect Narrative and Summaryo uf DRC Process to date (as submitted in Apri12020) _ .N. ' �•� ' � '�s` 4' r ,i ,:'��"�� � .r.. . •;� . •� / ..1���� Y.. � �� {' � �'s - � -.�` �*__ - .���� � � � .� � 7-, y � t `-� �; � `� st,�.. - �.� ��fa"a:�l��,� n�r.� '�� � �:� ' . _ . •. -�� '�t . =V. � ��y " � ;E���,,� ���� � � `' " ; . � ` �� � � � : � � . -- � .�. _$ ��, � ' _ , .R • • r;;x� __ >_ �_' � �� � �� ..-� ..�- ----- F . . � �=t '� ��� �-- �� ��•�+ � �,'. �� _ ��- �,� - !� � .. '�f ' .:� � . .� --� � .,�. : �►�' �� � r - ,"'�II�:� � ;� -. ,� .- �-_ P`, .� , J�,,'`. ��r . .�,, _ a . , � � �� ' i�.%� �' ..,� � -�-�- _ - _�t � ► �t �, � `' �� ��� �~ L,"��..- �k �_ f� -� t� Jr:�; ��. - � �..� �.+���;� `+ � fA�� +� ._ ' ylAh��� �+�..� �. ��1 ` ��11 11 � R' � '�:' �r �,�{ i�e'-. - .� � ;'�. �.�`: _. ' ����,' -_ . � �` ` �`x� �� '�� �' ,�� �, - _7 �f�'t� .. �,:.: " _ +� y s �� �.."'� ° __ j' �_�,,,,,�� �- `� �,�*r�,�� �,� � *�-„�`,� � �� �- ��- .. ,� �. _. ���� � ,_ ' - � �- , ^ _� _ , � ,,__,: -. � � .- -��.- °� .� f�5. ,�,�r�' �r�a� �._ ,. ._ - ,� s„ ,,„�„�,, �� �`. ` � r ��� ��- V ` �.� ' � ,w� ,� " �`"����,�,"�.•,. t, -�, �� '►'" s i,� �_ ��� ��- ' � c �,� t_ � ��,V 'r ` ��~ � yy ..� - ��-._... .. ... �` ^` '. . � � ~� - � 4 ��� f � ! } �.A� T ��i� .. _ .�.. q_.�-��.�`M,��_.�1� _� 1 � j M ��� ��. `\ . 'cl�; tiv+a.�. _ �. ,� y�' � '.�__ - _ ..a`►*�:�. . �� ,���'� _ �„ �� ��.M � Project Narrative: The house at 206 Nelson Avenue is modest in size(footprint of 1,420 sf)and is listed on the National Register of Historic Places as a contributing building to the East Side district(along with 385 other properties. Reference# 82001267.) There are no photos or supporting documentation for 206 Nelson Avenue.We have reached out to the Saratoga Springs Preservation Foundation,the Library and SHPO for additional documentation and original photos, however the only information is the house is indicated on a Sanborn Map dating back to 1900. In consideration of this,we are proposing to retain the front portion of the residence. (as indicated above.)and remove the rear portion.The rear portion has undergone interior renovations and modifications over time and does not have any original architectural features that are significant. The stone foundation is located under the front portion of the home.The rear portion has a concrete masonry unit foundation and crawl space. #�� f�• 7 9 � �� � � . F i"� � i,.t �r�_ ��;.. '�,.� q . Ax 'j'rr�,� ,��.+� y.�,a'4 r�i-, ��y�'...�v $� F E�lk+�". 9.L�`��� ���-- _ - r�.+�',�. T'-'�`-., - _ k=_ :� .-- � -� �� �� , -�. ____ r _ _ _ __----- � _ r,� a - . _ , ,�� . �. _ � �. {�. -�� � : - -�_ _-_ --- - �_� - _ }� _ __ __- = - - ��.� ,� -- � . . ._ _- _ - —-_ � F= � ° : _ . . -_-� - .-� �.�.� -` ,���.� --�'e�"� —� � 'J ' � _ .....,. �� =_��� � � � � � �. r .',. -' _� I ; +�`a _. ,. • -; - ; .� ��� � _ s �r� ,, ►� ... _ w w: _ �.._ .. -- ,tl... Tr. 'N � - �4 i. ...r • _. -_�, �•. �, � Rear Portion to be removed. The exterior of the house is clad in vinyl with vinyl window replacement windows. In addition,the power lines are extending over the lot and currently sagging below required standards. Currently,the house is 8"from the north property line,thus it is not compliant with current Zoning setbacks nor does it comply with distance requirements for the Building Code. � � � �� � 4 1 ti . JF ti v.�.�i, E � �!" •`�v��' �..� .. . . k e��` ~ h� ���� � , �- �'�d '�m_ �f� � b � ; •" � � �'� � }. P �.�.- ` �., , � _� ����'F� r`�''� � �'�� ' . } '� � ,� .�.,.�� �I� �. 1�� :'� a :- ���. -..�`���a" .'w. .�..��,'. •,e�.-''�. -�� .- � .. ...,�dr., ��- �- � .:`�,e` ,: ..�.. . %� 5 � � !fv � � � . 6. .,, ..,�� ..:. ' .. . �.�.+�. . . . � _ �..� . .�r"...r.,... .. . . .� . � . '�..;,::.'.�''�.�°;..:•'=.V�r..-_. . . ..� � `°•,•..:�'.^.....;"...__ . . . ' � •+. � - ��. - .. :�' T� - . � . . •;�' ... � _ . ' , . i . ... �- .. ' . � �F_- . � . ,_.� _ ' _ -� , � �'... _. -, � , �:�� ���a.. _��==--���--�_ � A Photo showin�North wall close to the property line The floors indicate significant settling that has occurred.The current ceiling height is less than 7'-6", so less than code requirements for today's standards. This poses some challenges as the original house is quite small and low in ceiling height and has structural sagging. Currently the first floor has only a 7 foot ceiling height which is not code compliant for habitable spaces. ,*� ..s- - . - ��� � � ;_ - ., � ,-, I�� ,�� _ � _:q� � ��� �� . � �....:.� " T��I � _ :,x"� � 5 �i s: i.� .., . � � I _ s .� �� - 4��. ~� ' � � ��` �,;,:/�, � i. . /� ;�. �]'t. ` _ �Y�t�_ e_ � � �Y . S Livin�Room indicatin�structural sa��in�and low ceilin� Recently,there has been water damage with the roof that has caused damage to the existing ceiling.Thus the critical timeline for the project has been impacted and we are looking to move things as expediently as possible _� �� �. ��,� ` ,�_ � r � � - � � � `�� � -� F � � � � � �— _ � — �� �� = a �i , _ _ � � - �� ��� � - - � _ � � �.,e,_. �., Proposed Chanqes for the Desiqn We propose to raise the floor level and introduce new structural floor members to meet current structural requirements. We would also propose new rafters to meet current building code for the structure and also to resolve the Water damage. s, 1 I , _ � . � , = i � 1 � 1 � 1 J m1 � ' ' �n , � . . �. � Elevation was approved with one window on the second floor.— 5-13-2020 Proposed Front Elevation The new rear portion would be designed to maintain the scale of the original house and include a connecting link to a new addition. , , � :��. ��0 s`q�r r ti '{^tir , �r..� .. .. vti...:. f�. ti,' i s i i�iir�� � ;�`:. "''°��.. r ; , � .�:. -----_-� �--------- p�,� - ----- ti. -------------- , ��------------- - + � . ., . + � � �. ,� 'ti'- .� -- ----------------------- � I.".•°��;�, � ---- ----------------- . ;.�-' , .. ' �i. ��, ��. 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I I � I I .�a fl o°8 008,°�'ti"�� I I I I I I �• °g��a��°g°a o�� I J �v � � � � �`� 4=b�.o�o�a�: I , � Pe.o:°e� , �.�•� .�.:.000� I I � I I � •�.�`•`,a'eo°��� I oo�oQ+ � I I I I °� ' ooaoo`?�za°�i o��a'o°000Boa'�o � ,a...� Qo�°o°oocd 0000m�d�ob.��,oba8a�a� I I I I I g`��������°m?� I � � I � � � � � � � � �� �� ' �� �� � � i� �I �� �i i � a� � � � W W � � a �� �� � �� � �� _ � �N,,, � � � � ��� oo � � O Z c`'> U U W � � ��.� � � w V"� �� N N � � �Q�p 6� Q = �N�-6-O � � � 3 Q � O O Q� � Q m p � � � �� 7„ 8 15�� 316 4�" 16 . � / � / . / , / . . 181�� . 2 . / , . 41�� 51�� 2 2 80" 443�� 51�� 8 2 811�� 9 3�� 16 16 114�� 32�� CTYp) 5" 26" 5" 36" THIS DRAWING AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY TO TITLE 36803 3/0 x 6/8 SIMPSON DOOR COMPANY AND SHALL NOT BE REPRODUCED,COPIED OR DISCLOSED IN WHOLE OR PART,OR USED FOR MANUFACTURE OR FOR ANY OTHER PURPOSE WITHOUT Customer Layout THE WRITTEN PERMISSION OF SIMPSON DOOR COMPANY. Revisions DRAWING NO. D-36803-300-608-0700 Rev.# Description Date by Whom �YouT N�A SCALE NTS PATTERN#7013 YAWN �. Phinney DATE 1��29�201� • � irn son • a 1 t a s an as e s DIMENSIONS OF ATTTC BASE FOR ROUND AND S UARE COLUMNS Choosing the right cap and base for your columns is as COLUMN COLUMN SIZE ROUND ATTIC SIZE SQUARE ATTIC important as the selection of the column itself. The right cap c DD EE R c DD EE R and base can define the style of the front porch and create an �" s���« 13��� 23��� 4��� ��� s����� 13��� 2���� 4��� atmosphere that complements your lifestyle. The cap and base g�� lol�" 1��" 3�" s�" s" 11�� 1��" 3�" s�" options ofFered by HB&G are shown on page 9. Please refer to lo" 13" 21�" 3��" ��" lo" 135� 23�" 4�� �3�" the following data that corresponds with your cap and base 12" 1�1�" 3" 4�" �'�" 12" 1�" 23�" 4�" ��" selection to ensure that you end up with the products that work 14" 19�" 3��" 5�" s�" 14" N/A N/A N�A N�A best for you. 16" 213/'` 4" 6%" lo%" 16" 22%" 4" 65/" 105/" 18" 25" 43/" 7%" 115/" 18" N/A N/A N/A N/A CAPITAL AND BASE OPTIONS 20�� 271%��� 4'/�� 8%�� 13%�� 20" N/A N/A N/A N/A � ATTIC BASE „ , �, 3 �� , �� s �� �� Most capitals and bases for PermaCast 22 3 0/ 5/ 9/ 14/ 22 N/A N/A N/A N/A columns are made of polyurethane and � EE 24" 3 31/" 6" 10%" 16%" 24" N/A N/A N/A N/A are decorative. The shaft fits through the R _ 28" 38" 63/4" 113/g" 18'/g" 28" N/A N/A N/A N/A center of the capital and base and does not DD 30" 4P/4" 61/Z" 1 P/4" 173/4" 30" N/A N/A N/A N/A alter the height of the shaft. Decorative ��� capitals for round PermaCast°columns will alter the height of the shaft. CROWN CAP * TUSCAN CAP AND BASES CROWN CAP FOR SQUARE COLUMN DIMENSIONS L The Tuscan style is standard and best K Column Size K J L complements the PermaCast°column. J 6" l�/�s" 25/��" 11�/4" The Tuscan is available for a11 round and square shafts.For dimension see pages 8" l�/1�" 2'/��" 13�/4" 11-12,14-15,and 18. 10" 1�/l6" 25/1�" 15�/4" ROUND COLONIAL CAP �ECORATIVE CAPITAL 12�� l�/is° 25/1��� l�i/4�� Five styles of decorative capitals are available L � � Made from Polyurethane for all round tapered and square shafts. K Using a decorative capital with a round J PermaCast°shaft will alter the height of * the shaft.Decorative capitals do not COLONIAL ROUND C��AP AND BASE DIMENSIONS alter the height of the shaft when used ROUND COLONIAL BASE F Col.Size C D E F J K L R on a square PermaCast°Column. R E 6" 71/4" 13/g" 1�/4" 1/4" 1" 11/4" 7" 2'/8" D n 8�� J1�8�� 11�2�� 15�1G�� 1�4�� 11�16ii i3/8n nii ��� ATTIC BASE �C I i J . 1��� 111�811 11�2�� 11�4�� 1�4�I 11�16�� 13�8�� 1���16ii �n Attic Bases are use or a more ornate lOOk alld COl11e lIl 1 Or 2 p1eCeS depelldlllg 12�� 131�s�� ll�z�� 11���� 1�4�� li�i��� 13�s�� 131�s�� 3�� on their size. SQuAxE CoLONiaL CAP * Low profile option. COLONIAL CAP AND BASE I, I Referred to as our low profile cap and base, K the Colonial is designed specifically for use J ,� in applications where railing will be attached COLONIAL SQUARE C��AP AND BASE DIMENSIONS to the column.Available for PermaCast° Col.Size C D E F ] K L R round and square shafts 6��-12��. SQuax�CoLONiaL BasE 6" 8�/4" 13/g" 15/1�" 3/��" 1" 13/g" 8'/4" 2'/8" CROWN CAP E F " " " " " " " " " R 8 105/s 1 i/4 11/�6 �/�� 15/i� 1 9'S/�� 23/4 Available for PermaCast°Square shafts 6-12". � 10" 125/g" 1�/4" 15/��" 3/��" 1" 13/g" 125/g" 23/4" PERMATUFF�BASE AND POLY CAP �C � 12�� 145/s�� 1�/4�� 1�� '/z�� 1�� 13/s�� 145/s�� 23/4�� A durable hard shell base combined with *Low rofile o tion. a poly cap.Designed for high traffic p p applications.Available for PermaCast° BEVELE�CaP ANn BasE B round shafts 8"-12". � BEVELED CAP AND BASE � BEUELED CAP&BASE SET'�` Desi ned to deliver a popular,more � Size A B C g contemporary appearance,beveled caps A 6" 6" 8-1/4" 3-1/2" and bases are available for PermaCast° s" g" 10-1/4" 3-1/2" Square shafts 6-12". A 10" 10" 12-1/4" 5-1/2" � 12" 12" 14-1/4" 5-1/2" U � *For Square PermaCast°Columns B See Installation Kit on page 16. 15 ROUND DORIC CAP ROUND DORIC BASE POLY CAP PERMATUFF�BASE F L E R F � E K D � i J �C� H D � � c �� DORIC C��AP AND BASE DIMENSIONS TUSCAN PERMATUFF�BASE AND POLY CAP DIMENSIONS Column Col.Size C D E F G H Size C D E F J K L R 8" 10-1/4" 1-7/8" 2-3/8" 9-1/4" 1-1/2" 1-1/4" 8" 103/s" 1'/s" 15/a" '/s" 1" 13/s" 10" 4'/i�" 10" 12-7/8" 2-3/8" 2-7/8" 11-1/4" 1-3/4" 1-1/4" 10" 1215/1�" 23/g" 2�/��" 1�/g" 15/1�" 1��/16" 12�/z" 5�/���� 12" 15-1/4" 2-3/4" 3-1/4" 13-3/4" 2-1/4" 1-3/4" 12�� 1)1�2�� 2��8�� 21�2�� 13�8�� 1��16n �n IJn 611�16�� *1VOt I�1va1�aU�e Jp�lt 1`t�� 101�8�� J5�16�� 2��8�� 1��1��� 113�1��� 23�8�� 1/1�2�� 713�1�n 16" 20'/s�, 33�4„ 3„ 21/4" 1�/��" 23/�" 201/2„ �„ 18" 231/4�, 4„ 31�2„ 21�2,� 13�4�, 3„ 231/s„ 10„ DECORATIVE CAPITAL DIMENSIONS FOR ROUND TAPERED AND SQUARE COLUMNS �IN INCHES� Size of Columns 6" 8" 10" 12" 14" 16" 18" 20" 22" 24" 28" 30" (Diameter at bottom of shaft) ROUND SQUARE ROUND SQUARE ROUND SQUARE ROUND SQUARE ROUND ROUND SQUARE ROUND ROUND ROUND ROUND ROUND ROUND Height 313/i�" 3is/i�„ 41�8�� 4�� 4'/s" 4'/s" 61/4" 55/s" 63/4" 8'/s" 91/2" 10'/i�" 9'/i�" 9'/i��� � Abacus 10�/s" 8�/8" 11'�/��" 10314" 143/4" 12�/z" 16'/s" 17'la" 1913/��" ZG' 25�/4" 25�/4" 253/��" 263/s" .� � Projection N/A 31/4" 31/s" 3" 4'/s" 41/a" 5" 61/4" 7'/a" 8" 8'/z" 111/4" 111/4" 10" 9'/s" N/A N/A � O/S to O/S 12i/s" 10'/z" 1315/��" 13�/l�" 17i/4" 16i/�" 23i/s" 22�/��" 243/s" 32'/s" 313/4" 313/4" 33" 34" Inside Dia.* 251a" 4'Iz" 5" 11'/4" 14" 15'/z" 17" 19'/4" 21�j/4" Helgilt 51�2�� 41�8�� 6��4�� 55�8�� 63�4�� 6��16�� �1�4�� 63�4�� 1�3�8�� 11�� l�5�16�� 113�8�� 13��8�� 13��8�� 1�1�4�� � Abacus 11" 71'/��" 125/s" 1011/��" 16" 143/s" 173/4" 15'Is" 221/8" 2615/��" 223/��" 251/4" 29" 29" 421/�" � Projection N/A 45/s�� 35��„ 4��5�� 5�� 5�/s" 71/�" 71/4" 6'/�" 101/4" 103/4" 9'/Z" 111/4" 151/2" 151/2" N/A 191/2�� c_7 ��S t0 O�S 141�2�� 11��8�� 1/��16�� 1415�16�� 2���8�� 2�11�16�� 263�8�� 2,011�16�� 2�1�4�� J63�16�� 2�1�8�� J 13�4�� 4J1�2�� 4J1�2�� 6�3�4�� Inside Dia.* 2'Is" 4'IZ" 5" 11'/4" 14" 15'/z" 17" 19'/4" 213/4" 261/2" -� Height 8'/1�" 8„ 111/2" 105/1�" 13'/s" 11'/s" 201/2" 16'/4" 18'/4" 2115/��" 21'/s" 23" 241/s" 27'/s" � Abacus 121/s" 11'/s" 151/Z" 13'/1�" 211'/��" 16�/��" 253/4" 23'14" 26" 2915/��" 283/s" 343/4" 351/4" 371/4" � Projection N/A 43/8" 51/2" 5'/8" 6" 8" 7" 9'/8" 10�/8" 11'/8" 93/4" 12" 15'/Z" 14'/g" 161/s" N/A N/A 0 °' O/S to O/S 12i/s" 11'/s" 15'/z" 13'/i�" 21i'/i6" 16�/�6" 253/4" 2331a" 26" 2915/i�" 283/s" 343/4" 35i/4" 37i/4" � � 1Y1Side�la.* 25�8n 41�2n 5n 111�4�� 14�� 151�2�� 1/�� 1�1�4�� 213�4n Height 103/�" 8i'/i�" 13'i/i�" 1115/i6" 173/4" 145/s" 20i/8" 1751a" 223/i�" 26'/z" 26'/i6" 28'/i�" 31'/a" 34i/4" � Abacus 13�/4" 12�/��" 18" 145/s" 22'/s" 18'/s" 26�/4" 2213/��" 323/s" 37'/z" 38'/s" 41'/s" 40�/4" 45�/4" � �, Projection N/A 4i/4" 43/4" 6" 6'/4" 7'/s" 8�/4" 8'/8" 8'/8" 14i/4" 133/s" 17i/�" 163/4" 16" 17i/z" N/A N/A o O/S to O/S 13i/4" 12i/i�" 18" 145/s" 225/s" 18'/s" 26i/4" 2213/i6" 323/s" 37'/�" 38'/s" 415/s" 40i/4" 45i/4" � �� �� �� �� �� �� �� �� �� Inside Dia.* 251s 4ilz 5 lli/4 14 15'/z 17 19'/4 213/4 Height 3�14�� 31��„ 5�� 4�/x" 55/��" 5�/��" 6�/z" 53/4" 7'/��" 8�5/��" 83/4" 8'/8" 103/4" 11�/z" 12�/4" 15�/4�� Abacus 11�/4" 9'/s" 163/��" 141/4" 17'/s" 16'/8" 20'/s" 18'14" 233/4" 26" 285/s" 28�/z" 32" 36" 38�/4" 46�/4" N � 1 r0�2Ct1011 1V�A �j3�8n J3�Sn 51�8�� 53�8n 51�8�� 6�� C1�4�� U5�8�� �3�4�� 51�4�� 1�1�4�� 1�1�4�� 1�1�8�� 121�2�� 133�4�� IU1�8�� l " O/S to O/S 113/s" 10" 163/��" 14'l4" 181/��" 16'/s" 20'/s" 185/s" 233/4" 26" 285/s" 285/s" 32" 36" 381/z" 461/4" Inside Dia.* 2'Is" 4'Iz" 5" 11'/4" 14" 15'/z" 17" 19'/4" 213/4" 24'/s" 261/z" *Inside Diameter •See page 9 for images. NOTE:Installation Kit available. . . . � Splitting Options Q C D H �' 16 Paintin Instructions � g Painting instructions for round and square PermaCast°columns: . • Rinse and allow to dry completely. • Prime with high quality exterior latex bonding primer or use an oil-based bonding primer in accordance with paint manufacturer's instructions.A light coat of primer should be applied and allowed to cure fully. • Paint evenly with several light coats over column with a high quality exterior latex _ _G or oil-based paint in accordance with paint manufacturer's instructions. y�� � • Do not paint PermaCast°columns using dark colors (dark colors are considered any `,-� ' color that falls within the L value of 56 to 0). L is a measure of lightness of an object i , and ranges from 0 (black)to 100(white). -�°�� Tips ✓When ordering a decorative capital orderthe appropriate baseforthe column. � ✓Decorative capitals for square PermaCast°slide over the shaft and do not use a plug.These . decorative capitals will not lengthen or shorten the height of the column. ✓When installing a decorative capital on fluted,recessed panel,orsquare columns, the capital slides over the shaft.The taller capitals will cover the flutes and require additional caulking to finish. ✓Verify exact opening measurement prior to ordering column length. ✓When installing a PermaCast°column,verify concentric loading of column. 100% � of bottom must contact substrate and 75%of top must contact soffit. ✓When attaching hand rails or corner iron to PermaCast°columns,holes must be pre-drilled before applying screws. ✓When ordering panel moulding for square PermaCast°columns,make sure to order enough forfoursides ofthe column. � ✓Split columns are left partially intact.Cut with masonry or carbide tip blade. ✓All custom split columns,caps,and bases are nonrefundable. DECORATIVE CAPITALS FOR ROUND TAPERED PERMACAST�COLUMNS , , �• � � Frontal Width i� � Adding a load bearing decorative capital to a round PermaCast°column will , s,�eo 4�5 �,.' caba�Us� , ��;"� lengthen or shorten the overall height of the column depending on the height � , 1p,ba _��� ' , �'; ,a,,� of the canital.Subtract the"T"dimension(from the column dimensions --'�----� `- _ � '.�'�+�.� r �� Height* �. � r "� ��. chart)and add the height of the decorative capital+/-1/4 for overall column � � � ���._' �� �--�----...--•-i��-•---•-- � i � r ��,"� � .ti,? ` `� height. - ' � � .�,~ ��. , � , � i i �,, F r . . � g��-12��LOAD BEARING CAPITAL 14��-3���NON LOAD BEARING CAPITAL � � _� �,�r ' , F� ���" i i � � ��,,� *Heightis i Projection� ' '',�+' WITH SEPARATE I,OAD BEARING PLUG measured � .�� � I��}' e� from the top of � � � F capital to the '�.• � `��. � top of the neck J�_Outside to Outside_� r �_j�:., r � mould on the column. � of Capital I � � �, / ° �. ' NECK T CAPITAL �' - � ' # ' r°'�`�. � ��y M� MOULD COLUMN � � ' *�' ,�� � � � NECK CAPITAL � �. � ��,,`- � � �,, ,,�,, SHAFT NOTE:Decorative Capitals are not � � .t� ���� �:- CAPITAL PLATE MOULD � COLUMN _ � �� �"����'���"r��. CAPITAL PLUG SHAFT designed to fit non tapered columns. s a����������,��� 'fi, �- � �- �-..�, .�..'-�.� ,` �` � � DECORATIVE CAPITALS FOR SQUARE PERMACAST�COLUMNS OO � ; �'- = t -�+.�' Adding an decorative capital to a square PermaCast column DOES NOT �� �, �_ � �� change the length of the column shaft.The decorative capital simply slides , � �� over the shaft.Neck moulding can be applied or not. NOTE: Decorative �y��� �� �' - y� Ca ital Installation � � ��'�'�� '` � i � p _ �� �_.. _ � Kits Ava.ilable � ��� ��� ' = i��� � � __ � Y � DECORATIVE �- � � �. NECK � �- i..� fi�"�'.;�,� �� ,� MOULD CAPITAL � - `—COLUMN SHAFT ' ■ s ^� 17 � ���..:.., e — ��1 u�: �.. � ��1�,�_ .