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HomeMy WebLinkAbout1998-010630 - scrn e3nclos over dec PERMIT �' CI i'°� OF ORONO PERMIT TYPE: 2750 Kelley Parkway- P.O. Box 66 `;'•#��-��';�:��'� Crystal Bay, Minnesota 1i�5323 Permit Number: f f�E_;r,^;�_f (612)473-7357 Date Issued: i�;�;;�i =;�s;'; SITE ADDRESS: �.?�,t:t �`t 3��°=��C�#'T �iL� _�t,j ''� a �+i •-�� �� ��_.•'?:A��-�':—{7t t: � DESCRIPTION: :=:i:�:'� E:�a��L�_�°=� E�i{��:� ��,�t: a ��:.�i i t�1.11�� F`�t'ri;i f• �i"r��N :_�—�11'+J;i=~�xli�ii�i�}� �iF 1�. �IJ=��'_7 �.;,Ef�E 1'��. �V'C�:r� �1�l�.�f..[Y�!"! I t.��.L.f'�4.11 1�� ' i+�:t�: i�ir��� i{E_Y �,`•'_= _ ��:=. i_:���}i�i�.t'tii t.jc„;f}i �����ra t..��',# ;_�;��I.[•� t:i i��.� 4��� N�3 . 4=it_:_�tJ`i'�1 s�i-?� REMARKS: :t:t:�EEt�( ��,�t:i ,��:�,i,;�� ���`v`�h: F:�����T I f�<<: �:,��:�;: FEE SUMMARY: Yf-1�..1_Ej=�}-�i�ijy �s�F;:'..it: ��' �_ ' ��.a�= !'�� x i • . _ ` �-�—� ��tt. �`la?-t ���=`v=�� . __ . =���E1��=�lct?''�-` ______ +' i=t�i �_���: I i;i i.ii,�, !Y N ��'6_�r . .!.�. CONTRACTOR: _ ��,�,� ; _�,,it. — :�;T . L_�� OWNER: _'3,1}"4f=�#H�� t_��l�G���l?_� j,:�s._.'�,C;.�s � ,;={.lt'_';:�I_' � �'j:-;�t••J�`dL�Y � �� �`d�t;# �f�i�.:� �';��:a �`�'it�{-;•`_�i-;*,#� �{t F`�Yt•i���1_;s;-{ i•ii�{ ���.�.7 E��h'���i`�f�� ���'� ��_ �'1 t:r,'��-`j �_'�—.�W,�c G�' —;i =_ i �.-- � - ,;_;——.— •.;—��:.. t .,—�� :�; : — �—��# `t;._ i 6 _ `+°�,�i — —._ . __ .��'�;'-� �i'!� _iC'�t1i�`.�:':��,�;��I;'s`_`:� �-ik��`;��Y `�'.��� ._:i�"`_; i='i��;°����'= _ _ ._�`'� - �`;'-i.'�'= - � _ ��1``t��Ts`z'�`�--_ - ._:�, . � . r .___ _ _ _ ,,; . }� -.-�.��.. �;�s.�; � `.�;�`F'i:i F'T��i t�T°s:i ;:;'•.-;;�°�,;-_; �"s_t 1 i s_i �—::.;.. �� r , T=��• 8 ±t _. .__i i . �:';,i r— o- . �_•.r f �� 4 l_E'-� iIVE_I I_it'{l!sly.-�.•3�.. _•: ;-i«j�� �_�f�{`. t.,.��` i's i.. .�.__'�_� ! %{ ._��_}���c I (k'•._ t_i_!l��� ��=i f�.=_.. .�'. .._�y I :� . t__. J � l �_. � APPLICANT'PERMITEE SIGNATURE ISSUED BY:SIGNATURE , iCit., � i � Total Fee: $ �;j /-;� / Date Received: �'�//��' Entered By: :�� Permit#: �/(�,(;-- .� C� ;�� CITY OF ORONO - BUILDING PERMIT APPLICATION = All information must be submitted in full before plan review will be started. (please print all information) ---------------------------------------------------------------------------------------------------------------------- THE APPLICANT IS: (circle one) OWNER OR CONTRACTOR • JOB SITE ADDRESS: �}7�,p p�Se�n:-�-- (� ZIP: �,3 3 f NAME OF OWNER: �c� t^2c,-ho✓�'j_ PI-iONE: (home) �'`I1"��S� (work) MAILING ADDRESS: CITY: ZIP: CONTRACTOR: a�cQ Giv — ��.t�s _C�✓���►NE: S3S- �5�'S� CONTACT PERSON: -Z`" Gv�'� MOBILE/PAGER: �!- �-� MAILING ADDRESS: Po 4oX �-L�S{i3 CITY: �(,�,�,�..m,�;¢-� ZIP: s_3'�K7 STATE LICENSE: # �0 6�� � ARC HITECT/ENGINEER: PHONE: MAILING ADDRESS: CITY: ZIP: NAME: REGISTRATION# TYPE OF WORK: New Addition� Accessory Structure Move Remodel/Alterati n Land Alteration PROPOSED WORK(describe in detai�: `'j�¢;�n �ric�os�� � o r� -�G���zz�. STORIES: � SQ. FEET OF EACH FLOOR: NO. OF BEDROOMS: GARAGE STALLS: ATT. DET. er� ESTIMATED CONSTRUCTION VALUATION (excluding land): $ ,ja-QO �' I hereby apply for a building permit and I acknowledge that the information above is complete and accurate; that the work will be in conformance with the ordinances and codes of the Ciry and with the State Building Code; that I understand this is not a permit and work is not to start without a permit; and that the work will be in accordance with the approved plan. APPLICANT'S SIGNAT (�Q� DAT'E: �l Z j�I� NOTE! Parade of Homes events require separate permit approval by Police Deparlment a�a� City Council 60 days prior to the event. Non permitted events will not be allowed. 5 � � � Sec.13.04 RIGHTS OF SiJBJECTS OF DATA Subd. 1. Type of data. T'he rights of individual on whom the data is stored or to be stored shall be as set forth in 8us section. S�bd.2. Information required to be�ven individual. An individual asked w supply private or confidential data concerning himself shall be informed of: (a)the purpose and intended use of the requested data within the collecting state agency,political subdivision,or statewide system;(b)whether he may refuse or is legally required to supply the requested data;(c)any lmown consequence arising from his supplying or reCusing ro supply private or confidential data;and(d)the identiry of other persons or en6des authorized by state or federal law to receive the data. T'his requirement shall not apply when an individual is asked to supply investigadve data,pursuant to secdon 13.82, subdivision 5, W a law enforcement officer. The commissioner of revetwe mav place the notice rewired under this subdivision in the individual income taz or nronertv taz refund instructions instead of on those forms. Subd.3. Access to data by individual. Upon request to a responsible authority,an individual shall be informed whether he is the subject of stored data on individuals,and whether it is classified as public,private or confidential. Upon lus further request,an individual who is the subject of stored private or public data on individuals shall be shown the data without any charge to him and,if he desires,shall be informed of the content a�meaning of that data. After an individual has been shown the private data and informed of iu meaning,the daha need not be $isclosed to him for six months thereafter unless a dispute or acaon pursuant to d�is section is pending or addirional data on the uidividual has been wqecud or created. The responsible authoriry shall provide copies of the private or public data upon request by the individual subject of the data. The responsible authority may require the requesting person to pay the actual cosu of making,certifying,az►d compiling the copies. The responsible suthoriry shall comply immediately,if possible,with any request made pursvant to this subdivision,or within five days of the date of the request,excluding Saturdays,Su�ays and legal holidays,if immediate compliance is�t possible. If he cannot comply with the request within that time,he shall so inform the individual,a�l may have an addidonal five days within which to comply with the request, excluding Satardays,Sundays and legal holidays. S�bd.4. Procedure when data is not accurate or complete. An individual may contest the accuracy or completeness of public or private data w�erning himcelf. To ezercise this right,an i�ividual shall notify in writing the responsible authoriry descn'bing the nature of the disagreement. The responsible authoriry shall within 30 days either: (a)correct the data foutd to be inaccurau or i�ompleu and attempt to notify past recipients of inaccurate or incomplete data,including recipients named by the individual;or(b)notity the individual that he believes the data to be correct. Data in dispute shall be disclosed oNy if the individual's statement of disagreement is included with the disclosed data. The determina6on of the responsible authoriry may be appealed pursuant to the provisions of the administrative procedure act relating W contested cases. DATA PRIVACY ADVISORY In accordance with M.S. 13.04, Subd. 2, "Rights of subjects of data", we would like to inform you that your request for a permit or license from the�ity of Orono or any of its departments may require you to fumish certain private or confidential information. You are notified that: 1. The information you furnish will be used to determine your qualification for the permit or license requested. 2. You may refuse to supply data, but refusal may require that the City deny the permit or license. 3. The information may be shared with other local, state or federal agencies to the extent necessary to process the permit or license. 4. If your requested permit or license requires Council acdon to approve, some information may become public. 5. You have certain rights under M.S. 13.04(available upon request) to review private data on yourself. 6. Your full name is required to process this application or permit. -t`�-D,p �_ G.o-� First Middle I,ast �� $o�G �-t�J'�� - Address �� �/+�.ov�`�-P� I�-� ��l�f-1 73S��L�I� City State Zip Phone I understand my rights as stated above. -.���/.�.--- s�gnawre . 6 , .. CHECK OFF LXST FOR ISSUANCE OF PERi1�IZTS � FOR OFFICE USE ONLY ADDRESS OR LEGAL: _ Z']L O Pl�l e�q5�,,; (Le„e,D � PID: .�� /� 7- � ::� .� ._� ���c_� �J DES CRIPTTON OF WORK: sc�o-a.r. c,, 19 s��a. o u:�. c��z c sr-�nrc �..¢�C -----=-------------- `-' ------------------------------__ ZOYIiYG REV1Eti� BY: DATE APPROVED: � - 1 �-g P9 BULLDING REVIE�� BY. DATE APPROVED: f3.- r�-.Sy� � -----__---_-------------------------- FEES TO BE C�iARGED: � Misc. Fees Calculated By: PERMIT Yes � No ' PLAN REVIEW Yes —T/' No SEWER CONNECTION STATE SUR`HARG� Yes G- No ti�ATER CO�TNECITpN INVESTIGAZ'ION-FEE Yes No PARK FEE SAC Yes No SITEINSPECTTON Number of SAC Units OTHER (specify) -------��r---------------------- ----- ZONING CHECK LIST zoning Districc: l/Ul7 G G�Q Q - Fire Depa.rtment: Post Office: School District: I.ot Area: Sq.fr. Acres �Vidth Depth Survey Submitted: Yes No Date of Survey: Proposed Setbacks: Front (Lake): _ Right Side: Reaz (Street): Left Side: Adjacent Structures: tiVetl d: Building Heioht: Def. Hgt• Pe Hgt. Lot Coverage: Gradi.ng: Staff Approval Date: B : Council Approval Date: Septic: Staff Approval Date: g • • Zoning File: � Resolution: �# Resolution Date: • Shoreland Disc:ict: � � Avg. Setback: Bluff Setbac ; L,ot Coverage: ' Existing Proposed � Hardcover: 0-75' 75-250' . � � 250-500' . SOQ-1000' . Hardcover Vaziance Required: Yes N Date of Council Approval: � � REl�Z4RKS (in house): � � - _ . . : "�� � 26 , �t�.. . . • ._ ' � � _ BUII,DING REV�W CHECK LTST � � : , tr�ac: _ _ �.• � , covs�Ucizov�E:�,., . - : . Sq Footage $ Per Sq Ftg . Basement x . � .. . . : lst Floor . � . . x . _ . � � � . 2nd Floor . . _. , x _ . .' Gazage . , X . _ ' . . . � x TOTAL Estimated Construction Value: $ �- -wv ��-- - • - - -- Inspections Required: • - work Requiring Separate Permits• � Site Plumbing Fire . ' Hazdcover Removal Mechanical � � Footing Water Connection. . . Septic - Sewer Coanection Frami�ng Fire lace Insulation �azo�) —_O�� �gation . Wall Board (Mfg.) � Well (State Permit) � �F�� G�d�J��1�S Electrical (State Permit) Other . REiIZARKS (.CN HOUSE): '�'~----- � _ REVIE'��BY OTHERS:-------------------------D�'_ _ ----- . ATE: Access: Existin� New - • Access�Approval: Date • ---------------------------------____---- BY� REIIZARKS(TO BE NOTED ON PER.iYII1�• • - . i . . . . � � . .. 27 � -�....�., . . . --- - . . . __. __ . .� _ ... ..._._ _ .. _ _ . . _ - - _ ._.� ._ , . _ _. ..---- . . � . � _ _.___ �.._ . - -_ .. � -.._. � � . . ��;;_� . . , . � r� �� �'� '�,i' ' '� - ��'a ��� -M, � , . SUNSTATE CONCEPTS,� INC. Sc�een Enc/asures for L7�c�s, Poo/s, 4nd Patios i ,. ; : - - ,- - -� - � ��� � �_- - _ ��,�" _ �-.��._ ,,.,.�„�.� -._- -�_. _ _. ,��. _ � __._ � .r : _ �.�� _ �►�: �� _ ' � A SunStat¢ Conc¢pts Scr¢¢n Enciosur¢... provides the perfect environment for your outdoor enjoyment. If you have a deck, pool, or patio, a SunState Concepts Screen Enciosure allows you to enjov the outdoors without compromise F'eatur¢s: ❑ Eliminates mosquitos, flies, bees, and other pests ❑ 100% maintenance-free construction, built to last a lifetime ❑ A sensibly priced alternative to expensive wood porches ❑ Great for barbecues, picnics, evening dining, and entertaining 0 Keeps your pool free of leaves, no more skimming your pool! ❑ The screened roof allows you to sunbathe or stargaze in comfort 0 Locking entry door adds security, prohibits unauthorized pool entry ❑ Protects your golf course property from flying golf balls ❑ Perfect for lakeshore property, cabins, and resorts ❑ Unique architecture adds style and elegance to your home Colors and O i : Every SunState Concepts Screen Enclosure is available in your choice of frame colors: Arctic White or Midnight Bronze. Also available are ten (10) beautiful frame color accents. Your enclosure can be designed to include several exciting options: ❑ An integrated railing system for added safety ❑ Low voltage lighting systems with frame mounted spot-lights ❑ "SunScreen" screen upgrade to tame the hot summer sun ❑ Custom-color fiberglass screening T¢chnical Information: Every SunState Concepts Screen Enclosure is built to the highest quality standards, using heavy-duty extruded aluminum frames and durable vinyl-coated fiberglass screening. The aluminum frames will never rust, warp, or need painting. The solid construction ensures years of trouble- free enjoyment and will hold up to harsh weather and severe climates. The roof screen panels are designed to remove quickly and easily for winter storage, while the walls and roof beams are built as permanent structures for strength and durability. Every SunState Concepts Screen Enclosure is protected by a comprehensive 3 year warranty. .;..;..;. SunStat¢ Conc¢pts,TM Inc. ♦ PO Box 47563 Ptymouth, MN 55447 Local (612) 535-451 S Toll Fr¢¢ (888) 535-4515 . � + � � • -r..'1� � �r� ~�,��'.l �jk�- i� � � a�r�-`��� ���� V�� ■ O� 0���� Bl�lLDING �RM PLAN REVIEW !NSPECTc�R n�,'�a��2%� c,�;r� �-1'l- � �:'��1�:T t�o. � �� �r,�,p�r'�V*:s?aS�:+,J�ti';; :-'J y �Q(�' ❑ �,PPc'�.�`d�D W!TN CC•:?:�c:�'T10FiS�1S��0 i ED � Li�'1�1 � " ❑ �,�����,t�P�O'JF�---C:.:�;;��uT�n�SliuPJ!1T � � b b P l�S �� These ccmme�.s are for yo ;r: t�n 4;wcrk sha,i be done s m i�li comp i�rce wiYh aN hl h� d rg 3rd zanin�� co�a, nA-/��,- h REO!:�if-;i'?Ei.,.o:�ii;�Ud��r:i':.' . :.�..;.,.i i,c.��/i1C�'%t�it'i?f'liS f:':,tW. i1�lA.k' V' � Cv- VV-` � �,�-�G�` W� KE�F'"jt-ifii PiAi d�:.:=�i O�•J .�'•1Ti�A:f,uL i iMES �/,G� � /� 0�'d � � �� � � � . a.(,�,�.w�,k�� �� �.���a wa�l p���s �-6�-- ��s -� S�6<< g,c� �� I� c�� [o�. , g�� ca,�t�S �N �Y l k.M,��1.w N� P 1��-►l.�Y � Nv Nw.�. '�r+-�n ��i 5 g�v-��`,L � 36 �, lwv�--� �° �.�,L �,�rS � 3�` �v��"i S c �„,-�-� � � � �,,��,e.< .�k � � � �P� Su� s�� C� ��� . �� "S/ ����✓ ' �j"V � � �go� ���vM ��,,� �.�c� n�,�r � � n����� �� � �' �1���"�� ll �' � �"°� ��S �� � 4� �s � � � �� .� � � �� S�l�y � , r �! �9� ° „a,91 �"- " ��,�.,,p �Qo� ��{-� � �� 'o�o �,'�"'� . � � � � � �� � ���s�Id 4 ��� ��sp� � ���� �D�� � �: DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE scHE�u�Eo �- �'' PERMIT NO. � cOMPLETED ADDRESS � L� �/ OWNER CONTR. TELEPHONE NO. � DESCRIPTION L42-{ e"� L� 01 FOOTING 11 MECHANICAL I 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 BD. 12 WATER HOOK-UP 17 SITE INSPECTION 05 L� 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP ? 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Q OWNERICONTRACTOR TO MEET YOU:_YES_NO Z � COMMENTS: � W a � � O � � O � W � Q � Z W � W � �� t�\7J��l-l/VORK SATISFACTORY:PROCEED �OJECT COMPLETE � ❑ CORRECT WORK R PROCEED �C1 ISSUE CERTIFICATE OF OCCUPANCY O ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOUfiS. � pHOTOTAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR C CITATION ISSUED ❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Cail for the next ins ction 24 hours in advance.473-7357 OwnerlCon c r on site• Inspector White Copyllnspector's File Canary CopylSite Notice D TE /� TIME CITY OF ORONO CALLED IN � �7/ ' � INSPECTION NO�CE SCHEDULED 1�—�� PERMIT NO. COMPLETED ADDRESS � OWNER CONTR. TELEPHONE NO. ��.:�� � '�.�.��f_`� � DESCRIPTION�;;���''/1��i2�.���i.��L • L� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z�D. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FIN 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP i09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Q OWNERICONTRACTOR TO MEET YOU:_YES_NO Z fl COMMENTS: � W 0. � � O �. � O � W � Q � Z w � W � � d ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W � ❑CORRECT WORK$PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑ CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next spection 24 hours in advance.473-7357 OwnerlContra o n i : Inspector. White Copyllnspector's File Canary CopylSite Notice < I . I I l I I � � ___ ' �' SPECIAL NOTE �,g„N� � `:�C ATT�C6�ED S6—IEET HOU�� F�7F2 HANrLt�i� CODE R'EQU[i�EMEi°rtTB s , I � t�" MAX, IZh35�� 9" Mfi�l. 'E"i'i'F�C� � ti'�f3" rv11!�1. H�f'�'�r��:��.�7�'✓l f r� .� L�f��J� �.°i\� 1_..����'•��.Ji'�,`1:�. �:E.��1J'��':i�"�.1 � ��!i�1� +(�r'`.1l �.�''.:tv 51�7F:5� �.,�....,._ ..� -- -- .�.._..._ � NfW StAiRWAv N V1 , I i m UN[Of 9CRC[N PORCn � � � �eove � � � i � . .� s � m ` � N ( � � RfMOVE Cr19TING WINDOW I N AN�WAL. MTCM IN�IDDR . wlln COUCRCTE. I I b DOOR I I OPCNING �D TO NEw PRp�05[� 9TORAGE I I G�Rl�GE ABEA I I ADDITION I � � � r, H � 9-0 3L � � f��_,T�N� � �----- I I I � ' GARAGf bl � i,�.'r,—� '�'� _1 � � �I .�T�.�..�' Q � I O23�_6�� I 6._2. � ; z � � Q � � Q � ` � � W �— _ .� - = I � I � � �� o2�vtw�r � � � i I � i � � I � ' � p� 0 G� � 0�1 CITY OF Oi�UNO �Q�0 INSQE BOR DtNG ERM PLAN REVlEW �AN� DATc �'`a '�2 PEAMIT NO._.r___.__� p��P ' ' Cl A�PRQV�U AS SUL�Itii'-?��D � �,,�AFPrtOVk�Vi'iT�-i CO^RtCTiONS AS i�;�'TFD Cf ttiUT AF�'at�v�� - Cvr^�'t?�vT�R�;:iE:i`��1'.T ' Tt��s2 com!!ti3nts&re for your irr'urrnation. N;werk sne!i be,donA in t,:,! cor^,p;;anca �;ith 3i! appl'c::ola buildi�g and zoning coda. p�<���ir;:!r�rts inciuding i!em.s n�t specitiCatly noted in ihis reuiew. ICEEt'THIS PtJW SET ON 51TE AT ALL�'IMES DRAWN BY: THERESA MAHONEY RE5IDENCE � , S ITE PLAN DATE: 01 ,2 I .02 2760 PHEASANT ROAD REVISED: 01 ,25.02 EXCELSIOR, MN 5533 I � SCALE: I/8" = I ' _ p" � i SNEET � OF 2 • �aem+row+ oerh r weeert Roor . ��� �. ._... _ � ���: aiyrxwa�ae �i � NfW 4ARR6-E N " �' 1 'S f � _... ..v_..... 1 t 3� � �'' /�,r� -�` ;- C�' � ��� � �� L�� nwcnMww�e �38aU h� � 29'-6' .._ I tll13TIN6 f00TING�� i ` ' , I � C�.J .Q` MUIttD I I CONCRBC � � 2 �32..S��E� � I I _ � ;� —CnooR�-micu=� 9J�� roor�Ncs z4� _ �.iroecr b � FRONT LEVATION �-�°-�� 6 '�'sr � 2 SCALE: I/8" = I ' - p° �{Z�� Q�c,o� Sr�,P ��.w i � O(13TING�ID[Of MOIDC � Z �� � . cea�r . aieeeR Rco► �-0. � . .3'-`' i�9Y O�/RM� I I �TUCC07D ' OOORTD I I y'�T�a � � MOOlTWG �ORAOL ( � w Ifqp[ ��V I I CONLR[�C � � _ /IIDpR�'fINCR �OOTIMEO N' �'� � �_______________r----�w+oe.io�� � z 51 DE ELEVATION 2 SCALE: I/8" = I' - 0" DRAWN 6Y: TH ERESA M AH O N EY RES t D E N C E DATE: oi.2 i .02 2760 PIIEASANT ROAD REVISED: 0 I .25.02 �(CEL51 OR, M N 5 5 33 I SI1EEf 2 OF 2 M�-i-ED►��� �2�s���C�., , � rr� ��`� '` ��✓� ��-� ��T� p�..s \=�c1�� � __— M'� � � // u6� M������� � �_____.r.___,______,_--- ______ . � �k�ub � � � c1 D � � � o � ; � 5��-�'F,�S � ,� ����d� T � -���3����o�� 3�H r�b , ����T ; , - - _ .___ � )I� ; �_--- ,- , , ` T � � _ , � .- z_�r._ ���--� ���� rX�`f lt� - -_ _ �- , �II V_ _. _�_.�_: _�_ _�:�-- :_= ._- ------- - -- -_ ____..._ ___ _. � (��� — ------ —--- I � � �I NN� UNi'� �s (JN�Pn �.� /'lW�T- � �J�uJ tJ�'l2 I � ,,� Td � ��e �� �� 'f�1 2SO � � , i --- - -- l Z" o•C. _� ' �-e �ti�2k.c.-ati, �.�.ow ��,�, ��f �fi� �l� nlr� ��'�ri►�� -�5. 3 c�C. - I � l --� -. -- (�`''��"'s,� `.0�q-c,�-'r N�o7�►z. �"K � co�i. 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Exrnu90ni 9ZE � �wo sa�aNc Foa = �o ANGLE N�T TO DETAlI /1 I � w �7f SCREEN TYP. w PERt1(ETER NEu18ER ��EXCEED a3' RISER WAIL BELO+M W �So a � � � �— S..^REEN TYPIGV. �^"�' S(�2EEN TYPICAI � SCR£EN TYPICAI �� �a' � DETM. /t TYP• / GRI�DE SEE TABIE 2 GR.�OE SEE TABI.E 2 � GR�DE �� � .' � SEE TABtE 2 SEE TnBLE 2 FOR 'H' � fOR �H" FOR �H" FOR 'N" zp rn , os ocn � 2�xY CHAIR RAII TYP. �-- � � � �� �"S � �i GR/►DE DETIuI /Z QW rn� "' � 1" : 2" OETAJL i2 TYP. OET,4L I2 N�x rno g � 1"x 2' TYP. t" : Y 7YP. DE7al lt3 1" X 2" TYP. zo`''g� i Zo� <a8�WM 9 �� TYPl�AL FLAT ROOF ELEVATtON TYPICAL MANSARD ROOF ELEVATION TYPICAL DOME ROOF ELEVATION TYPICAL GABLE P.00F ELEVATION �<�Z"�a 5 �aO �Zm=�J'm WO TOT IILUMINUM BEAM 4�� <�O�j��Z ��i ��4 SEE T�SIE t R'�'� i<$m a �4C�NC F �' c>N,��c�_c a�`' .T. w � '�,S Z- F� . �f' �iv �z�v< '�' . ,/'� F-b ACUMINUY 8EA1AS � t�s � �s�uW eF,w n'�'cs� S�'�'c �- �`R ���z��< �� � x� � S sEE rA81.E � -� �yC sEE r,►elE � "�LC ` s�c� �f �o`�v��`�m�''z PERIAIETER wALLS � �� � S�Jp� � � �i,QE, R� REFER TO�ABl.E is C PERI+ElER wu� � RISER wAI.L _ `r� ANO TABLE 2 � �� PEIa1�TER wALLS FRAHNG 9ZES � ALUYINt11� BE/W . FR�WINC SIZES TABLE t AND 2 TYP. TASLE 1 TI18LE i ANO 2 � cor+cs�� si,.e ,wo W �� T�� 9CR£EN TYPIGLL. FO01?1C TYPIC+�I. j AIUMMUI�1 COLUYNS TYP. � �. FRA111NG SZF/S � ALU►m�IW COlUWNS TYP. SEE Tn81.E T � ALIJ�MJN COlUMNS TYP. TABIE 1 ANO 2 � �S11Y� �SYr $EE TABL,E 2 ALUMINUM COI.UMNS TYP. U t" x 2" M. � � TABLE 2 FOOTIN TYPK',AL�O � t' x 2" il?. 1' :2' T14. W . Z TYPICAL FLAT ROOF ISOMETRIC TYPiCAL MANSARD ROOF ELEVATiON TYPICAL DOME ROOF ISOMETRiC TYPICAL GA6lE ROOF ISUTAETRIC W Q NotEs: U w ` SCR,.��N PANQ SPApNG � �L� � YIJ04VM BEAM SPAN MATHOUT KNEE BRAG£. ADO HORIZONTAL IFTICTH PERINE7ER WALL M016ER5 2' : a 9re PURUNs.u+o a+� 2AILS OF K1� BRACE TO SPAN fROM FABLES. TO BE 51ZED P£R TABIE 1 l�i- � WUOIAUTA UPPo(�1T HEIGHTS TA6lE 1 �� ANO TABI� 2 'Srr � S�OE w�t1.S Gw BE FR�NED wI7HW7 TOP BE,u� ,uv0 Gw BE . S�all£5T EXTRUSIONS ALLOwED 8Y SPAN TABtES ' �T� �� � i VARES SEE TABLE - � � °a - � r r:2-�.os•� �or,c v�s ,�' c�0 � u-a+�wNa "a� ATTAG$5 1U/ � � E� 3/8" L�G SCREwS n� � � � w000 OR 3 1/4' AwCHORS I.ENGIFI OF �� �\ �.�.. � IN CONCR£TE \ IQ�IEE BRAC£ � ANQE$ YAY 8E � 2'=Z"�.o5'x_ �or� FRONT WALL. DOME ROOF. SCREEN ENCLOSURE z SUBSTiNiED FOR U-CHANNQ �8� ATTAQiE�S TO �• 4J �' � U—C1iAParELS 2": S1�8 2" : d 5618 V � a �v� TABIE f /10 Si�15 �o t r� / -8- \\ �A T�1$SAy�9�,0 � 0.135" PIAlE W T ON 43' AN(X.E � �� �� � ��� •�- - w�oni r�anr�n Fae cur�x ��e� �/a-=i �/2'zs' Fv,r s� , . iD � � n" 's- - ovEs�+�r�c au�nson -�. ro��oET� CONNECTiON EYE-80LT CP. OR S.S. � � W���° CANTI�EVER CONNECTION DETAIL f� C� �N� � o � � � PERINETER FR�wwG uEi�BER —� W x.. EbStW:, /wGIE CANTI�EVERED KNEE BRACE �— �750 �e. 5t,ur�ss 5� S o►- J X 2"x2"xQ.06'x_ LOMG NOTE: a a� k� ANGLES 'A� TO FASqA W/ � 1 PAIR Of CABLES REOIARED f 2 3/8" LAG SCREMlS AT EwCr+ AwGIE g�cfc-� wwl �REn 3 0 0 5 0 F T. O f + GUTTER � � �'• X R ; �-- � � : r= — JOB NAME DETAIL #1 TYPICAL CABLE CONNECTION AT CORNER ,��' � o - 2' SL�B • � ��'�-�• NoTcs, � �o x 3�a- sus o a/4- o,c. • ;. ADORESS (oPnarAl) • i� \ 3 1/2' CaVCR£TE SU8 (TYPICtit) � 2 � (2) t/4" OR (t) 3/S 2" i-(�1nJrNEI OR U-Ctl/WtdEL � � �• / NASONRY F�STEHERS ��T ` 2"x2"�o•0�"�" �o�c �'�� �� F� C�'�'%��`�� lS FOR i PERM(T OM.Y � M1ClES �A� ATTACli TO ,W((,`� $�EpJC1}{ � 2 x6� Si1H W� 4� /10 $l/5 � AT E�Cti MIc�E E�G�! 5lCc • • • • • • CANTiLEVER CONNECTION ENLARGED 2" X 2� AND 2" X 3" KNEE BRACE CONNECTtON DETA�L pETAIL /{2 TYPICAL CABL� corvNEcnoN AT CORNER � � � A / 1"x2' SNAP EXTf2U510N5 TO SELF yAT1NG ggny SQ110 COvERS ATTACHED YMhI 2 /10 x 3 4 CORROSION � � / //// 2 x2 W/ /70 : 1 1/2" 9�IS � T�,g 1 /10 x 1/2" S�AS O 6" O.C. WI?H RESISTIVE ANp wASHER ,,�i '�i7S O 24' O.k OR CONTiNUWS MASHER$ OR COMPOSITE P�NEL HEADED SCREwS � ^S � sN�a sFcna�,s w�n� �/a- uc sca�ws za- o.c. � W� 2"x2� PURLJNS ATTAC1i TO . 3`�• 2�x2� PAT10 OR SNAP SCREEN ROOF 2£AM �� aa � BE.�,►a SET SPApNG 8EM1 SET SPApNC / f ��., �c o BE/WS W/ 2 /10 x 1 1/Z' FASTENED TO BEAM W � 2 SPApNG 2 SPApNG 2 SPACu�1C 2 SPApNG 2 5y$ pR SNqp gEAM 2 /10 x 1 1/2" 9A5 = c�� M � EOu1v,uEN T a q �o W o ��y ANGL� LOCATION FOR SUPER GUTitR REINFORCEMENT �"'�� �•B• FASTENEp TO SMB oW ;,o Wp � M/ 2 /10 x 1 1/2" 51�IS �s� a� O� REC£iNNG CHANNEL �ABLE 2 S1IB PQST y Z y W Z �� 2 1/8' x 1" : 0.062" z�og g� z a p U M' W/ 4 /8 x 3/4� SMS VARIES WU Wo�S � � E�ai StDE OF Ewpi BE,w P£�E����� uM• BEAM TO UPRIGHT CONNECTION DETAI� #1 omZ=��m z,., ,wD 6 � x 3/a' S�.�S y�RtES < �o-� ��+o INTO GUTTE.R ' ' RAflER (PRE-ORILL) ALIAdPIUlA S T R A P O R 1/4" iHRU �O g��< � s� oa sW e� ea r �wo ,�z- avc �� MNc. sa,ws =<�m����� SIZE VAR1E5 1"u2' EXTR FAS7ENED O 24' O.G SIJPER GUTTER SEE TABIE 8£LOW �v��Z�� WZ ro 2'�c2" w/ /ro x � �/2' W W<ov z �< so�r 6 na = Z. � �� sus • 2s• o.c� SUPER GUTTER / SOLI� ROOF / SCREEN ROOF' COMQINATION ���Z�N< `� 3 /8 z 3 a' SNS � O EAdi BE,w ` `�� �� � x`� � c�1TTER Z x2" PURL]NS ATTACl�1 TO �p inz_ m�,+W R£CE1VING CrIANNEL BEA►t5 W/ 2 /1O Y 1 1/2� N n 2 1/8� x 1� IY/ NOT� 2��c3" UPRlp1T NUST QE ' ' EWry,y�N� �µ Y/W11UY SAAN$ fOR SUPERpJTTER AND SMB 3 /8 x t/2' SM5 3' wtDE : t/8' THK 57RAP AT EACFI BEIW NOTpiED fOR 2"x2" ROOf M1TH SCREElIED ENCLaSURE ONE SiDE ANO SOUO RQOF OTHER S�E i EAC�i SIDE OF BEA►1 PURLINS REFER TO BEAN OvERLAP COIiNECAON ALUYWUN ALLOY 6063-T6 SMB CONNECTION TO SLlPERGLITTER �,�5 � ��� � r,� 3 � a�ssEr voR sa,w •�- oF e�u; USE SCREEN PANQ, YNpTH � fRpd pRA1MNG. z' = 2' : a.o�' �wc�.E ro uawcHT s+zEs oErro� x• _ �aw � - �/2 oF scr�� e�u �cn� + �/2 oF souo RoaF sa�w w/ + �a = 3/+' s�s �r,o PO551@lE SCREw PATTERNS EXAMP�.�.� a4��x�N e�,w w�on�)/z - 22': zz(sa�o aooF wroTM�/2 • �r z �/a' n�u ean Ewa�+ Foa Yx 6-: 0.050-: o.,z- s�e ec a- sc M�x. sP�w � ,3•- r s�oE o�a+ e�w $EAM TO UPRIGHT CONNECTION DETAIL y2 �o�w ,u�„ sca�, �o' t2' u' �� tg 20� 22• " - s �s wo scr�ws w� Mo�. sauo r r r r r r r SL 4R SLI BE/1N �� P£NETRATiON O EACtI R�1fTER BEAMS dc 4" SUP£RGUTTER StZE vAPoES (PRE-OR1L1) 2'aY PURUNS ATTACH TO 2"x6"rz0.050"rz0.120" 16'- 3" 13'- 8" 15'- t' 14'- 8" 14'- 2� 13'- 9" 13'- S" BEAA15 w/ 2 /10 x t 1/2" 51�S 3/4' ►Iw. SAAGNG Z'xTxQ063"z0.12a' 20'-11' ZO'- 2' 19'- 6' 19'-10" 18"- 3' 17'- 9" 17- 3' j- SEE TABLE 3 FOR NUMBER ` 2':7'aQ062"n0.120' �' x 2' 0.8. SOfF1T pOx2" w0 SCREwS O 24" O.C. OF SCREws PER CarNECT •�e ��• w/ � BE� 1NSERT 23'-�0' 23- 0' 22'- 2" 21'- 6' 20'-1a' 20'= 3' 19'- 8" W ' _'� �n� �� � 3/4' AeN_ 5?AqNG 2"z8"�c0.072'x0.224" 23'-11 24'-11 2�"- 1' 23'- 3" 22'- 7' 21'-11' ?7'- 4' � C- • ♦ ♦ • R£C£IV1NG w/ 3 /8 x t/Z" 7/8� fERRUIE w/3/8" : 8" :�^' �: BE�AtS dc S"x0.$UPf'RCUTTER2" 29'- 1' 28'- 1" 27'- 2" 26'- �" 25'- 7' 24'-i t' z ¢ 3 Si1S EAC�I SIOE OF BEAM O 2t" O.G LAG SdiEYMS NO� 2"x6"rz0.050"�c0.120' 17'- 8' 17'- 0' 16'- 5' 15'-it' 15'- 5" 15'- 0' 1s'- J' Q �p C SCRf1N PAT7ERN FOR 1HE TYPiCAL SL OR SM BEnM ANO GUTTER CONNECTION Co�ECT1oN ttSa�G t+OTdiED � CUT FoR Pu►TE COra+ECTtOt+ Z'x7'�.o63��0.�2� 22�- 9� s��-»� 2,�- r 20�- s� �9�-�0- ,9�- r ,s�- a" � 51�B M1LL vARY FROu THE (PLATE R�90E 8E/w) 2"x7'x0.062"xQt20' SHONN. SA11E nU11BER AND w/ I SE.W MSER7 2S'- S' 24'- 6" 23'- 8" 22'-11' 22"- 2� 21'- 7' 21'- o" SP�pNC APPUES 2"x8'�A.0�2�x0.22t' 27-it' 25-10' 25'-11� 25'- 1' 24'- 4' 23'- 8' 23'- 0� a �- ��� � ��w�'V' SPUGE TO 8£ LOCIITID 1/a TO 1/3 2"x9"�c0.072"x0.224' 32'- S' 31"- 2' 30"- 1' 29'- 2' 28'- 3" 27'- S� 26"- 9' �� ���� ��T ����u MA�G�� E� TYPICAL SI�E PIATE CONNECTION DETAIL �/3 � � BEAY SPL1C£ S1iALL BE 1ARd. .E-r 1/2� ,.T d-1�2�{, 1' YA7L PURLRtS PO2 TABlES INlERN/1l. BR/1C�IG 2"�Q"n0.125" c� Of d-1 FEK�IT ANO EXTRUOED AN0.E T-6 ALLOY �- 2(d-t/ � H IENGTH 3/a . . . . . . . . TRIA1 1 4' OFF LEG BEAN rMOTH W w ►tlN_ �w5 PER SPUC£ CONNECT 2"x2' TO BEIW / _ Y � �- d�HE1G�lT dF BEAM BENT P 3/4"�Q 3/4'x0.062" / /a /'2' SYS �� $ �.n TOTA� 9pE Of SRlCE / W 2 x 1 t � n � 2� : S� 4 % 2 S/4 a a a � a • • �/ CONNECT PERII�ETER 1�EIA8ER i � 1 � � �ri 2" x r 6 � } 1' MAIL 2 /8 : 3/4' 915 � w/ 2 /S x 1 1/2" SMS �- _ � i ' --- �+ �^� 2' x 8" 8 % 4 OENOlES SCR£M! PAT'TERt� _� �T �'�'M • } � �o� � ao a �p 2' Y 9" 10 J S NOT NU�IBER OF SCREM5 W �� 1"XZ" EX1R. fASTENED TO �v BE.w 9ZE VARIES FOR SPANS dtEATER iHAN s0'-0" 4 /�Oxt/2" CORROSlON RE9ST1vE _� �W.. TYPICAL BEAIN SPUCE OETAIL 2"=2' w/ no : i �/2" 5+�5 � g�1T P 2"x3/a" STIS RrTO POST w,�s�+�t HE�DE� scaEwS x � � � O 24' Q�. P�T 5 /a X 3/4- sws wTo ee�w LATERAL BRACING DETA(L m ��" z' : 2' OR 2' : 3' OR 2" 9de POS? o � � ii aa � �NCf+oR 1' : Y xo.oss' FuIE ovna+u CaNc. c,Aa �wa�oa At.uvaruu FwwE TO CONCRETE MIITH 1/4" x 2 1/2" 2" x 2" x i/8" AN(�,£ EI1CM SIpE g�p(]C pR gRlq( � �— TO WAIL OR AAB VM1H CONCR£7E ANCMaRS WITMN 6� Of ATTAqi TO POST ANp (;pNpt£TE 1/4"x 2 1/2� TAPCON OR EAC�I 9DE Of EAC�I POSi O 2a" AT LO�D BE.�RINC WALL wTH t µ BAR CONT. - � EOUAL 6" TAPCON STYIE OR NOTE: NO F0011NG R£W1RED OCC£PT wFIEN ADORE551NC EROSION � O.C_ MIJC OR THROUG►+ ANGIE O 2 /10 x 1/2' Sa�S EACH SIOE g' x g' x 16" SlOpc WIU1 2'-0" MIN. 24" O.G Y/1X AU11/INUN STRUCTIX2E • DECK OR 41N. 2500 PSi CONC. W� � 1' x 2' EXTRU570N F0071NC 2500 P9 � " BEFOR£ SIOPE 6x6-10tt10 w.w. IIESH pR � t1IH_ 3 1/2" AA8 2500 PSl C�JNG CaNCR£TE 1M7Fi uAX OiFF"ER£NT1AL "12- GROVNO LVI. FlBER MESH TYP1C/�l 1 �S BI�R CONT. t µ BAR CONT. A N 0 2 1� 6 x 6-i 0 x�0 w.w.u_ o R F t B E R w E S H � 1 1/8� MIN. IN C O N C. � t /S 8AR CONT1NUOlJS �N �� HE1Gi�T 1 '8' �'"'"� 4'0' O.G AFLl CELLS ANO I "a� �. �1� �Q�IOCX OU7 BI.Op( TOP 3 �� •S"'�— l - ��� �..,— - • • . . � -$- ' ' COlJRSE rNiH 3000 PSi StiEET / � 't2''�� P£A ROCK CONCR£TE w=: �a.�s�cowtt oan '8" {g 1 • � YIN_ 2 S/2" OFF GRWNO p���� t.+�. VAPOR BARRIER 2 /+ 81�R5 wM. 2 1/2" � A�TERNATE POST TO BEAM � �� f'I.AT AOP£ / NO FOOTWG WOOERATE S�OP£ f00PNC STEEP SLOP£ FOOTING RIBBON FOOTING o - 2"/t2' 2'/t2" - t'-to' � r-�0' AND P�ATE TO CONCRETE FOR SCREENED 'ENClOSURES KNEE WALL FOOTING FOR SCREENED ENCLOSURES SIAB DETAILS ADORESSING EROSION pF C� � TAB�E 1- MAXIMUM SPANS fOR $((�2EET1 RQQf gEq►IS Of AlUA1MUM AL�OY 6063 T 6 T�BIE 2: AIAXIMU�/ UPPopiT LENGTH FOR $p2EEN w�11 w�gERS T�Bt.E 3: uiNn�1AI / SCR�vr� FOR COHNECTINC ROOF BE,wS TO w�.1 uPRK�TS ,n `^ FOR SAAN 'L' OF 8EM1; USE SCR£EN PANEI w10TN 'vY' FRpA pRnwING. AI.UMINUAI A�LOY 6063 T-6 al.tJ�ANUu A�.�OY 6p6.} T-6 � � USING SCREEN PANE1 Nip7N 'y�f; $E(,ECT UPRIpi7 LENGTH �N' `O � BEAM S1ZE UPRICHT SIZE(MIN) ►rIN_ f dc LG7H Of' SCR£lY5 REQUIRED• 3 S � SCR£EH PANEL YNOTH �Y. a'; Ex.wat,E; 2"x 3' 2"a 3' a � i0x i/2" OouB�E 5►+E�R � uAxiMU� 'L' FOR A 2"x a"x 0.04�t'x 0.12" S?r8� 23"-t0' SCREEN PANEL wtDTH 'VY'���; N/JOMU1+1 'H' FOR A 2"x4'xO.Osa'x0.t2" 51�8 � 17-9" 2"x s' 2"x 3' S � tOx 1/2" OOUBIE SHEAR �� aa � vnOTH 'Mr 3" 4' S' 6" 7" �: S" 2"x 3" 6 lOx 1 2" DOUBI.E SHEAR "' < 8 9 � OwE PtECE EXTRUSIONS fOR PVRUNS dc BRApNG AIAXIAIUM LENGTH 't-I" 2"x 6' 2'x t' 8 / 10�c 1/2" OOUBLE SMEAR �� v� � � 2"x 2"x0.044"x0.12" 'MDTH "Mr 3' 4' S' 6" 7' 8' 9' 2"x 7' 2"x 4' 12 / 1Qz 1/2' OW6lE SHEAR � � 10'- 0" 8"- T 7'- 9" 7'- i" 6"- 7' 6'- 2" S'-10" Or�E PIECE EXTRUSIONS fOR UPRIGHTS dc q�p,rR R�ILS r■ � 2': 5" ta / 10u t/2' OOUBLE SHEAR �o Wg °"G+ 2'x 2"x 0.093" OR 2'x 3'x 0.050" EXT 2"x 9' Z"x S" 16 / tOx 1/2" OWBIE �IEAR �-' •o W z� 13'-it' 12"- 2" 10'-it" 10'- 0" 9'- 3" 8'- 8" 8'- 2" 2'x Yic0.044'nQ12" • REFERS TO EACFi S�DE OF THE CANNECTION aF THE BEAM ANO UPRIGHT o`'' °i-' EXTRUSlON ANO SELF-wATiNG BEAMS 8En1� SPANS 7- T 6'- 6" S'- 9" S'- 3" �'-11" 4'- 7" 4�- 4' 7AB�E 4: A/INIMUTA SIZES OF SCREEN ENCLOSURE KNEE BRACES �� ^�o g � 2"x 2'x 0.093" OR 2'x 3'x 0.050" £XT ANO ANCFi0R1NG REOUIRED- A1U1.11NW ALLOY 6063 T-6 �nzH�+� � � 2'x 3"x 0.050" EXT 10'- 6' 9"- 1' 8'- 1" T- 5' 6"-10" 6'- 5" 6'- 0' ��CF LGTH O(1F2USION ANQfOR1NG 575TD�1 ���$ z{'�m 15'- 7' 13'- 6' 12'- 1' 11'- 0" 10'- 2" 9'- 6" 9'- 0" SELF 1�ATiNC BE�wS Q'- Z'- 0" 2"z 2�x 0.044" 2" FI-CHIWNEL W/ 3/ 1Qx 1/2' EA 9pE aWU UJq 9 O I 2'x4':O.Ota"x0.t2a' S,M.B. 2'x Yx 0.093' OR 2"x 3'x 0.050" EXT TO- 3'- 0" Yx 3"x O.OSO" 2� H-CHANNEL w/ 3/ lOx 1/2" E.�. StOE ��� v� � 5 �`D 2Y- 4' 25-10" 2t'- 4' 19'- T 18'- 2� 17'- 0" 16'- 0" 13'- 0� 11'- S' t0'- 0" 9'- 2" 8'- 6- 7'_tt' 7'_ 6- TO- 4"- 6" 2"x 4"x 0_044'x O.tY om=_�?m zW 2�x3'�cO.OS0�u0.120" S.Y.B. 2'x4"x0.04-4"x0.120" NOTCH St�AB Ov£R BEAM ANp UPRIGi�1T. SEE 7A81E 3 FOR / M10 SlZE OF SCREYVS <,,��Sa � �� 33'- 6" 29'- 9" 27-11" 25"- �" 23'- 7' 22"- 5" 21'- S" 20'- 6" 17'- 9" 15'-11' 14'- 6 t3'- S' 12'- 6' 11'-10" NOTE: FOR REQUIREp KNEE BRAC£5 (iR£ATEft TFIAN 4"- 6" CALL ENpNEER FOR ,n���a� 2'�cfi'�c0.050'n0.120" S.lr_B. 2'x5'x0.050"tt0.120" SP£pF1GAT10NS AN� OETAILS uN�ovvi� QU 37'- 6" 32'- 6" 29"- 9" 2T- 0" 25'- 1' 23'- 6- sr- z- 25'- Y 20'-10" 18'-10" 1T- 6' t6'- 4" ta'- g' 1.S'_ g' BRACE LENGT}1 R£FERS TO MORIZONTA� ANO vERTICA� LENGTH, NOT TFtE ,nv z=�< Wz� z-xr�.oso-xo.�� s.►.�e. r�-xo.aso-xo.,zo- �Na� �rvc�,. WZW<o�_ � 40"- 9' 35'-11' 32'- 3" 29"- T 27- 5" 26'- 1" 2t'- 3" 28'- 6" 24'- 8" 22'- t" 20'- 2' i8'- 8" 17'- 5' 16'- 5' T�� 6. .�LL.OwABIE LOADS ON SCRfwS de BOLi5 A$ RECpdM�NpED BY NANUFACTURERS ���Z�`�� X� 2'z8�s0.070"x0.224' S.Y�. 2"x7"x0.050"x0.120" SEIf TAPPINC dt MApiINE SCREWS ALLOWABLE LOADS �o�v~i?�m �''� 33�- 3' 48"- 0' s3'- 3" 39'- 9" 36"- 1" 35'- 4� 3a'- 8" 31'- 2" 27'- 1' 24'- 3" 22'- 1� 20'- 6' 19"- 2' i8'- 1' TEN9LE 571tENGTH SS.000 psi: SHEAR 24,000 psi Z'x9'xQ070"x0.224" S.M$• 2 x8"x0.070"xa.224" / SCREw SMCIE SHEIU2 IDa �OUBIE SHEAR bs �AIiHORAwAI IDs - �i .�i 59"-10" 31'-10" 46'- 9" 42'-17' 39'-11" 37'- 6' 35'- S' ♦Y- 5' 36'- 8' 32"- 1" 30'- 0" 27"- 9' 25'-11" 2s'- 5' 8 334 668 167 2-�-xa.o�o-xo.3,o" s.�e. r,�-xo.o�o-xo.z2a- ,o s,s ess 209 66'- 5" 58'- Y 52"- 4" 48'- 0" �4'- T 41'-10' 48'- 1" 45'-11' 39"-10' ,35'- T 32'- 6" 30'-11' 28'- 2" 26'- 6" 12 576 1,152 288 Sw�P OcTRUS�ONS B£�uA SPaNS Z"�c9'�A.070"x0.310' ta 7�S t,468 367 W 2��Q'�cQ044" 11'- S' 10'- 0" 8'-11" 8'- 3' 7'- T T- t' S- 8' S1'- 0' s4'- Y 39'- 6" 36'- 0" 33'- 4" 31'- 3" 2g'- S' 1/4' 761 1,SY1 �8p � SNAP EXTRUSIONS 5/�6� 1.253 Y�c3"�c0.043" 15'- 0" 1S- 1' 11'- 9' 10'- 9' t0'- 0" 9'- 4' 8'-10' 3/g 1.855 3,�0 9 8 � Z"x2'x0.044' 8'- 7� 7'- 5" 6'- 8' 6'- t' S'- T S'- 3" 5'-11" MIV00 LAG SCR£W LW�OS � 2':4"n0.045' 23'- Z" 20"- 0" t8'- 1" 16'- 6" t5'- 3' 14'- 4" 13'- 6' U��G SOl1T�lE�1 WNE S.G.. Q.55 OR EWIVR�►N7 t-1/2" EYBEDAAENT U 2'x3"x0:045" 11'- 5" 9'-t0" 8"-10" 8"- 0" 7'- S' 6'-11- 6•_ 7' '�� ��d� �TO MUST 8E A MINIMUM Of 1-t/2' THIQWE55 � 2'x6'x0.064" 37'- 2' 32'-t0' 29'- 6" 27'- 0' '23'- t� 23'- 6' 22'- 2" / SCR£w LATERn1 SHEnR LATER,�I. SHEAR/ MET/�L Pl�1ES 1MTHORAwI1� W rx4-�o.as- ,r- s- ,s- �- ,s- s- ,r- s ,r- ,- ,o•- s- ,o•- o� Iba �e, ,�, ,�a' t�o Z 2':J'xQ078" 43'- 2" 37'- 9' 34'- 0" 31'- 2" 29"- 0" 2T- Z" 25'- 8" 2'�c6"x0.064' 28'- 6" 24'- 8� 22'- 1' 20'- 2' 18'- 8' 17'- S" 15- S' s3'/$- 240 � � (� n2 W TABLE lx Y.WMUM SPANS FOR SCREEN ROOF BEAMS OF ALUWNUM N10Y 6063 T-6 2"xJ'x0.078� 33�- I� 28'- 8' 25�- 6' 23�- 5� 21'- 8� 20�- .T 19•- t� CONCRETE SCREMIS dc BOLTS M CONCRETE Q EMBEDIIENT MU$T BE A MMWUM OF 1-1/2� 1}iIClQVES$ W/ 1-1/4" FROM EpC� () fOR A�£AS SUBJECT TO ICE aN0 YrwO LOAO. AREAS NORTH OF THE ABOvE F1EIqiTS DO NOT IMaUDE LENGTH QF KHEE BRACE. It00 VERTIGLL LENGTH OF SCREW DlI1. 2.000� CONCRETE 3.000/ CaNCRETE p� LAIITUOE Of JApC50NVIlLE. FLORIDA KNEE BRACE TO A80VE HEI(�iTS FOR TOTAL tJPPoGHT H�GFIT. TENSION 5!$AR ?ENSION SHEAR FOR SPAN 1" OF BEAM: USE SCREEN PANEI w10TH "'�Y' Fi2061 ORAwWC. Ibs bs �s 1bs ��' t/4" 757 319 � �2 SCltEEN PAN0. W�iH 'YY'.' �'; S/16" 1.037 818 1.184 898 MA7�uMUM 1.' FOR k 2'z 4"x 0.044": 0.12' S1r8• 16'- 1' 3/8' 1.443 1.443 9,776 1,503 � wroTH 'tlll' 3' 4' S' S' 7� g g � ONE PIECE EX7RU90NS FOR PURlINS dc BRACING a z-x z-:o.oss-�.,2- � 6'-11' 6'- 0' S'- 5' 4'-tt' 4'- 6" 4'- 3" s'- 0" �z� 2'x Yx 0.093" dR Yx 3'x 0.050" EXT J 9"- 9" 8"- 5" T- 6' 6'-tt' 6'- 4" S'-11' S'- T � acntusror, Nvo st'LF w�nr,c eE�w sP�r,s � z-x rx o.oao- acr � tt'- 8' 10'- 1" 9'- 1' 8'- 3" T- 8" T- 2" 6'- 9' r. 2'x�'�0.014"�A.1Z(Y 5.119. .� � �n 18'- 6" 1G- t" 14'- 6" 13"- 3� 12'- 3" 11'- 5' 10'-11' $ „� 2'z3'n0.030'a0.120� S.M.B. J ' 22�-11� 19'- 1� 17- 1' 13'- 8" 14'- 6" 13'- 7� 12'- 9' �w O�� 2"n6'xC.030"x0.120� S.H.B. o �'.� 23"- 9" 22"- S� 20'- 0" 18�- 4' 17- 0" 13'-11" IS'- 1" ' � � I 2'x7'rz0.050"n0.120" 5.ld.8. rc ao a n 28'- 3' 24'- T 22'- 0' 20'- T 18'- 8' 1T- 6" 16'- 6" W��v^ 2-=s-xo.o�o-xa.na- s.M$. Z � � � 3s'- 2- 3 3- r z 9•-„- s r- a- s s•- a- 23•- 9- zz•- s- : s-�-xo.o�o-xo.n4- s.r�.e. Z� �� � ��'- s- �'- �' 32'- 5- ss'- r 2T- 6" 25'- 9" 24�- r � 2"�c9'x0.070"x0.310' S.IA_B. o � J < a5'-1t' 40'- 0' 35'- 5' 32'-t1" 30'- 6' TS'- 6" 28"- 6' a a k' SHAP DCTRU90NS BEAM SPANS Z"u2'�A.044" 8�- 0" 6'-11" 6"- Y 5'- 8" 5'- 3" a'-11' 4'- 7' .f F /! 1 2 r3"�c0.045" 10"- 6" 9'- t' 8'- 1" T- 5" 6'-10" 6"- S' 6"- 1" !�l \ �� < 2 x4'rzp.045" 17'- 8" 13'- 4" 13'- 9" 12'- 7' tt'- 8" 10'-11' 10'- 4' / � 2"rz6'rz0.064" 25'- 8" 22'- 5' ?0'- 1' 18'- 4" 17'- 0' t5'-11' 15'- 5" 2"x7'zQ078" 29'-11' 26'- 0� 23'- 4' 21'- 4" 19'- 9" 18'- 6" 1T- 9- � 0 219 �ao� sP�r+s oo �or wauoE �cn�, oF �cr,EE eR�cE. �wo NOR�zarr,� i..ENcn� oF �10�NAIUl� . KNEE BRAC£ TO �BOVE SPANS FOR TpTl1� BEAIa Sp/W w� sa,,aNc sr,..0 Nor �cc�En 6'- a' �.ox wEs n�,�awEss)- FOR eE.w ADDRE�S s++�r � SPANS GREATER TN�u/ 4p' THE BEAM O THE CENTER PVRUN ANO ONE PVRUN FOR EApi 10' ON EACH $IpE pF THE �NTER PURUN SHAL� INCLUOE U7ERA1 BRApNC. � (4S SPAN W/ PURUNS O 6� O.C. THE CENTER PURUN �0 2 PURUNS EACH 90E Of T1-iE CENTER NELD IATERI,L QRAqNG) OJ�A�VIN j �S FOR 1 P�nAAITON�.Y � � . � • � � � � W �!� � S � � POST $PAqNG .WD BE�41 SPAN rxS" SS OR GE. Pp57 SPApNG nri0 8EnA1 SPnN `'�� aa � T SAA(�IG AND BE/W SP �� =o 0 2'x3' S.5 OR C.E. 2"a3" S.S OR C.E. EAvE R/u� � c�i z G►BLE HRn►CE • �-- C�61.E BR�CE • # f EAvE RaL os ov� �� -- O WO ,M R�vl SEE OETaI nl �RAII SEE DETa� I C.�BIE BRACE • � �o ,., � C�IAIR pETAII SEE OETAII pW �J HOGHT VARIES � HEICHT VARJES � • HEIGHT VARIES � N� rna $� c7 �_ � 18" AAIN. - �Z� IAIN. � � 18" MtN_ - a2� A1IN. J 18" YIN. - <2� IAIN. �ZNy�W� v Z ��- ZppQR Z a � t�C,v JA�4�� K-ew►aNc w�r+ �a�v eY 9s� om � ;�� LOCAL ORDMANCE SEE OETAII 1" x Y OP£N BAqC 1' x 2" OPEN BACK K-BRACiHG WFIEN R£WIR£D BY 1" : 2" OPEN BACK ���Z��m zW K-BRApNG W4�IE?! REQIAREp BY m Z o V" W O Sl�E WALL VIEW - SCREEN ENCIOSURES FLAT ROOF �ocu oaaNurcE sEE DETN� �ocu oaou�NvcE sEE oErN� �Wo������ S10E WALL VIEW - SCREEN ENCLOSURES GABIE OR DIAGONA� ROOF SIDE WALL VIEW - SCREEN ENCLaSURES MANSARO ROOF ���a��`.',�a�, . NOTE: K-BRA� OR C�BIE &�CE NOT R£QUIRED wMEN ENO POST .71to �z c�< `''Z WZW<a�_ �< IS FlRMLY ATTAp�ED TO M1 EbSTiNG STRUCTURE c����N� �� �0`6 v?`��m�'� - �i�i POST . . �"Y4'�c0.062" P � SEE TABI£ BELOMI fOR � BEMA PER TABIE W • • 2_,�.,�p 04.�. aEourt�ED aw►wntY oF � ' /10 z S/4' SLS > SEE OE7All /2 � - O < J 7' W z 5' H z 0.062" THK SEE 9aEET /2 � Z OETAIL A POST PER SCttEDUIE o W W ( W � � Y Z �' w : 5' H x o.oe2" 1t+ic � J � SEE OETAIL µ W P06r \ � \ FOR A1Mt5AR0 ROOF USE 2�u2�x0.04�" PE H • r=z-xo.a+- ; w/ 2 1/1's TH R u 8 0 1 T S o E A p� E N D �W � SEE OErAII /4 2"x_ 51�8 � C O M C • • � � 6 • , �• � %r7s W 2" 51AB � TA81.E z G D � G . • � NoTE: �w�Ys nff 5�►uE stZE x a v . r � N • ; awc�rr� e�►cnvc �r ro ca�� W • SEE tABI£ t Fdt • (]iJUR R�UL ' ' OR4��ENo aF FRONT wN1 / - i� - � SEf OETIuI _ o �an�n au�wnrr t/4'� x 1 1/4" END. O�. ppsT SEE OETAI[. A � rf i � . OF i10 : 3/4' S1fS BOIT OTMERS SPACED O 2" x S SS OR CE a 24' O.G. K-BRAqNG FRONT WALL FLAT ROOF / DOME GR GABIE BEAM CONFiGURAl10N �� � � � z a, .. � _ � r. M� IM 7M t 0 x 3 4 R �� �a n � -0 a.-,ao -0 a � �o � �-0 5 W .� t�`�n -0 = � � �Y A R ApNG �� p�ac� m 1 F" W X w 'M waEN OE L1INING NUAA S�5 a� < F TH p w�t1 K-BRApNG W/1L� WI WNaI 1AINING NU61 � ON AN OR A W K- ApNG M/WlrtUl� wA�L NUM OF 10 x 3 4 545 R IRED wIOTH � A 8 C O � -0 2 4 2 2 ` 30-0 4 � �, JQ9 NAMF �- 4 e 2 2 `^ -0 4 .� ac��Ess �°-° _ u,���u ' w H �� _'o-o N 0 2 SHEET ` DRawI�vG tS FOR i PERMIT q��r � oF �} / . --- � � , % -3g A I•r. ; �G � - - P� � F'�P� S� ' � 1�,N� � � ��� � �� � ; �. , �v � � i , ti , j' ,�^�' � N ��o , , �3�43-,� i , . / � ' 0 ' �ot a � Ro � �„n/�„� , ?4p e o ;, < � �o, "'- . r�ck � , , /r ! ,}°�4 x ti• � �� ?6.� �o 0 ry` �C�" ��a -- r � p�asf,� � ' , � O �' �st' / �-��Iooe fFL, \ � / 0 �Oo,r.o,✓ ,.,,�. /� ^ b _... -. � • - ti ; �o�� ._ zo F OR�HO ; �� � � � - C1TY 0 , ; , 's}�P °� - .� , � : , `� b� SITE PLAN GRADING PLAN ' � 2�O �XlStln9 4 r , r' �� '_7v G�� O ' � � I> �k \� � �'APP�OVED sctt�.� � _ ���� > �,�, ; s� �.o" � 51�. b �� A�;��;�;���U V11lTN REVISIONS �� w �, , o ;, ° � I' � Hovse � ._ Cl D6SA?PR E (,e��sn,nr5 � . _ � a� _ � BY M ' dn� ;' o Fj-(� _cf`d DATE ,-,- % ? ro�K. .'.Co '4'] . /�ho ... / ,e`�,r on ^L i . �•^' �0 P�.S'l�� � �� � �o�(�. � � f—� Y o., �o Flwsr,� \ P<, __ v rybpv: � I��... 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