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HomeMy WebLinkAbout1998-010798 - new residence PERMIT CITY OF ORONO PERMIT TYPE: �e'75� K�Iley Parkway- P.O. Box 66 Permit Number: `��-�j�-�-'����� Crystal Bay, Minnesota 55323 Date Issued: `'�`--'•��=''=' (612) 47�-7357 �;j j i��F,,r�j;,: SITE ADDRESS: - =:��i; :_.�.iih°�.(._.i<�#w u�* _�� i {'� . !It" � f -i� �;y-:_1t_1 1 :- DESCRIPTION: ����:� �;°�:`.�:T i 1���ii:F =���1 �.��Z?��? �`��'(itl}• T'f��?= '�_��?_ i't-i�'E:�Y—��f!�W i�-��.#= ��_i j,t��� �Z1�i:��:: i j C�t�: �it'.���I%�'.�'di.:l- :s`�;{_: i��t�l..+E�•�?Il C j' i�`-� ;:��i #.: s ti t. �s s `E i�-,€ _. _ 3� '_�)_ 1 _i . z�'k_' y f w �s E:i I ll'� h``�_'1�:_ , (:�t��!!f i:�:��i� i i,}j, 1 — ;t;;f. L.i�i{-':(:l-� REMARKS: ��Li'`%-1�'.f=1�y1,= ``�;�'j°j���'�; l=�f,(::i 1��':�.i} �1 t;z: ?'`���t.3; f`'`t.:t�, �.t�i��`�_i�it_�; _=���i R_!_�I�f�y Hf�iz j ==s?-!i i'. F`�Fi`;';ll"�; ri_i�; ..____-. :s �I �;:i�;,�t:};i_ FEE SUMMARY: %�i-jf :_;��t : i I_!(`y �,?.�;E_3; (7S_tt 3 • , ��.��F=' �r•� ��. � •_ ��� . .��+ �`�.ci 1') �i F,W��i�t?':3 ��'����'�..L.i �������'�''�����" ---- ����l.ai3.' ;��s i'.:i�. Y''•W� �.,::, 1�•�1 . �;�� CONTRACTOR: � _ ,_.-� ���: OWNER: _. inc�c� i r�t;E. — FL�;E:� �,�;I��?��°_. �t�t� t i��:i.t_,�y�.��,.�i. =�=� �-�Ef{:.�t�i=�:;.: �;;;;,t���r �1!�, F'�i�iF;i[JH F'�Y'F :_: 1 :;c=iii `�;�-{t;i�i�=i„_1.�`,ir i;��, ij._!L!1��!E `v'.�'-�3_t }:a` f'�i'.} C._'t.i.j.,�;:�� ��{�`,�_I�1f�_� ±'1"•.j `.'_7-=�'�L i.t�lt:,k =,ut_1-`�.�.1_J� ��C��CGy;� -, :- , -. ._-. , •.-,-.,�- . ,-. , _;.., �;..;,. - ,-.�-,-.• #��.: +_���#�'�I^t=�.i.ta.`�,E' ���l�:s`F�� F';:�tx{t iR �+`-� . i* t;. _ �i;, .,,°t i t + -�-�� ,- _�. :,.�-. .-� •- --� _ ��: T . .T :.:�• " L�:.�� r r:��• ' r*�i._�e'ti.. ' . i ?^:—. _ �''�..... f_�,:_,_ _.� I�' �_:-�. ;�._._. :.__ .c, �:f• <... �,_j'� r �-'€-t:,�!- _i t-,�,i �::(';li� �i#,�.111=�.._; �"f_i �}1_i ��..1_ la; #-t :, i t°,� � �i- ,�::j 4:irif,�'��i=;�'`.i?�:� k,; _' fi. . . .`_.!_ _ _ ' �` �__[` 1!s-s9_f1�j;_i st;i�i,�l�-�'�::SM:: +`���1.1 ���#-�1?W '_it t�'li.�!� .�:ers, '-;' iwi;iis_�.>s.�Ilt_: i�;�tl.�'i: { �..i:.'�.�:.t"�._`.�6�":s . J L , _ - � � � � APPLICANT/PERMITE SIGNATURE ISSUED BY:SIGNATU � c � T��tal Fee: $ ;� - � �� � Date Received: �`��- ��� ' Entered By: ;-.� ' Permit#: /L' % �i` - ,' CITY OF ORONO - BUII..DING PERMIT APPLICATION A:i information must be submitted in full Before plan review will be started. (please print all information) THE APPLICANT IS: (circle one) OWNER OR�EONTRACTOR; JOB SITE ADDRESS: ( "�c�e> >��,r �I v�u. �t'-. ZIP: NAME OF OWNER ��v��v� �'�--E�,U c��� c� PHONE: (home) [� 4�,-`i 5���.. (work) MAII.ING ADDRESS: CITY: ZIP: CONTRACTOR: (`��;1�, �j�.��c;��,�; `�i_t._��_-- PHONE: S" Y�-' i ,v G�/ CONTACT PERSON: S��- �-r.-�e ��e MOBILE/PAGER: 3 �>�l- !����� MAILING ADDRESS: i/�" i-i c�rc�lt.�, �f r E ``�-,CITY: �%�,'��=_ ��:,.c(� ZIP: �{�t- '+ STATE LICENSE: # ����; ��� ARCHITECT/ENGINEER: PHONE: MAILING ADDRESS: CITY: ZIP: NAME; REGISTRATION# TYPE OF WORK: New � Addition Accessory Structure Move Remodel/Alteration Land Alteration PROPOSED WORK(describe in detai�: !�'��C�:Y E����:.� ���:�_�- STORIES: =- SQ.FEET OF EACH FLOOR: NO. OF BEDROOMS: GARAGE STALLS: ATT. DET. ESTIMATED CONSTRUCTION VALUATION(excluding land): $ Z-3�'��%�`'� 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 City 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 SIGNATURE: ..��%-Lt�-- �.�-L:-� ,:..:-=� _ DATE: -' ` '`?� � NOTE! Parade.11f Homes events require separate permit approval by Police Deparlment and City Council 60 days prior to the event. Non permitted events will not be allowed. 9 � � � Sec.13.04 RIGHTS OF SLJBJE(.'TS OF DATA Subd. 1. Type of data. The rights of i�ividual on whom the data is stored or ro be stored shall be as set forth in this section. Subd.2. Informatlon reqidred to be given i�lividusl. Aa iadividual aslced to�pply private or confidential daffi concerning himself shall be informed of: (a)the purpose and incended use of the requesoed data within the collecting State agency,poliucal svbdivision,or statewide system; (b)whether he may refuse or is legally required to supply the requested data;(c)any lmown conseque�e arising from his�pplying or refusing to suPP1Y private or confidential data;and(d)1Le identiry of other persons or entides authorized by state or fedecal Iaw to reCeive the tfata. .This requirement shall not apply when an i�ividual is asked to snpply investigative dafa,pucsusnt W secdon 13.82,subdivision 5,to,a law enforcement officer. The commissioner of revemie mav olace the nofice rewired under this subdivision in the individual income tax or�rocertv tax refimd insductions instead of on those forms. S�bd.3. A�to data by indfvidual. Upon request to a responsible authoriry,an i�ividual shall be informed whether he is the subject of stored data on indiv�s,a�whether it is classified as public,private or confidendal. Upon his further req�est,an individuai 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 and meaning of that data. After an individual has been shown the private data and informed of its meaning,the data neefl not be disclosed bo him for six months thereafoer unless a dispute or action pursuant to this sec6on is pending or additional data on the individual has been collecud or created. The responsible authority s6all provide copies of the private or public data upon request by the individual subject of the data. The responsible authoriry may requiee the requesting person to pay the acuta(costs of making,cectifying,and compiling the copies. The responsible authority shall comply immediauly,if possible,with any request made pu�suant to this subdivision,or within five days of the dax of dte request,excluding Samrdays,S�ndays and legal holidays,i�immediate comp(iance is not possible. ff he cannot comply with the cequest within that ame,he shall so inform the individual,and may have an additional five days within whic6 to comply with the request,ezcluding Saturdays, S�ndays a�legal holidays. Subd.4. Procedure whea data is mt accurate or complete. An i�ividual may contest the accuracy or completeness of public or private ' data cortceming himself. To exercise d�is right,an individual shall nodfy in writing the responsble authority descnbing the nature of the disagreement. The responsible audwrity shall within 30 days either: (a)correct We data found to be inaccucate or incompleu and attempt to notify past recipients of inaccurate or incompleu data,including recipients named by the individual;or(b)notify du individual that he believes the data to be cocrect Data in dispute shall be disclosed only if the individual's statement of disagreement is included with the disclosed data. The detecmination of the responsible authoriry may be appealed pursuant to the provisions of the administradve procedure act relating to - 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 City of Orono or any of its departments may require you to furnish certain private or confidential information. You aze notified that: 1. The information you furnish will be used to determine your qualification for the permit or license requested. 2. You may refuse w 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 action 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. S��" S �� p-� '� e � t Fiist � �S� /�(or�� �� � �L�U T— Addce �j 6 (��,...� v�tC(�., ��;.� s3`PZc s�Go � �os� � City Stau Zip Phone I understand my rights as stated above. �-s— signaaue � CHECK OFF LIST FOR ISSUANCE OF PERMITS � FOR OFFICE USE ONLY ADDRESS OR LEGAL: t'3� s��o ft��� ip2�`s-e PID: DESCRIPTION OF WORK: N E w (2�5. ZONING REVIEW BY: DATE APPROVED: �' •Z`t • S 8 BUII,DING REVIEW BY: DATE APPROVED: �t =Z� - S fD FEES TO BE CHARGED: Misc. Fees Calculated By: PERMIT Yes ✓ No PLAN REVIEW Yes ✓ No SEWER CONNECTION STATE SUR`I-�ARGE Yes �/ No WATERCONNECTTON INVESTIGA'I'ION FEE Yes No PARK FEE SAC Ycs No SITEINSPECTION Number of SAC Units OTHER (specify) ------------------------------------------------------------------------------------------------------------------------ ZONING CHECK LIST Zoning District: RQ- �E3 Cx�N cx�c..E Fire Department: Post Office: �a�,-,k;h School District: c��-orv� Lot Area: Sq.ft. t°l,�-1 2.S Acres � �f`{.� Width /S� Depth /2.ci•5 Survey Submitted: Yes� No Date of Survey: "]-21-g$ Proposed Setbacks: Front (�: _ �Z-' Right Side: �5' I ' ` Rear (�): '3�� Left Side: ��r Adjacent Structures: N (� Wetland: 57,� � Building Height: Def. Hgt. Zb� �= Peak Hgt. Z9 � '= Lot Coverage: IS°�� Grading: Staff Approval Date: 9 -ZZ'�`8 By: � Council Approval Date: N�/4- Septic: Staff Approval Date: OU�1�t- By: -' Zoning File: # 'Z3�2 Resolution: # Resolution Date: Shoreland Dist ict: V'P5 Avg. Setback Nll� B1uffSetback: N �� LotCoverage: �5�0 Existing Proposed Hardcover: 0-75' 75-250' 250-500' 500-1000' 3 S o Hardcover Variance Required: Yes No C Date of Council Approval: REMARKS(in house): � 26 BUII.DING REVIEW CHECK LIST usc: R�-3 CONSTRUCTION TYPE: �/� ' Sq Footage $ Per Sq Ftg . Basement z = lst Floor x = 2nd Floor x = Garage x = R = TOTAL Estimated Construction Value: $ Z30,Ono °= Inspections Required: Work Requiring Separate Permits: Site .� Plumbing Fire Hardcover Removal �_Mechanical Water Connection p( Footing Septic ' C Sewer Connection oC Framing � Fireplace Lawn Irrigation _� Insulation C (Masonry)' Other �Wall �oard �((Mfg.) oc_.Well (State Permit) d. Final Grading/Filling DL Electrical (State Permit) Other REMARKS (IN HOUSE): --------------------------------------------------------------------------------------------------------------------- REVIEW BY OTHERS: DATE: Access: Existing New Access Approval: Date By: REMARI�S(TO BE NOTED ON PERMIT): � • 27 09;'t19::13 1�:27 F:�T 612 ti�i Od7�J SBL RI�'ER YARv �OU1�110� ' Form for use with Minnesota Rules part 76?0.0475, Subp.2 1 &2 Family Residential "Gookbook" Method SIT� ADDRESS��� (� - • G�N 9824 `� r � B DATE FLAG . � 919198 Minimum C�6teria: Rim Joist:R-19 insulation Foundation�Mndows:Insulated gtass,1/2"a1r space,vmad or vinyi irame Entry doors:�-��4 inch solid vrood with storm or better STEP 1 1�Vindow 8� Door Area ST�P 2 Calculate area as a percent af wali Total Window & Door Area Sq. Feet Box A(window&door area)divided by Box B(total WINDOWS (including founc�ation windows)' wall area) times 10o equals the window and pimensions Qty Area door area as a perCent of wall area (BoxC) 5.Q00 5.000 4.�00 100.OQ0 Box A 618.8$6 x100� 19.431 3.D00 5,000 2.000 3�.00Q Sox 6 3184.00Q Box C 2,000 5.5Qt� 1.Q00 11.OQ0 5.000 6.OQ0 2.000 64.Q00 STEP 3 Design �eatures 9.000 6.400 1.000 54.000 ASSEMSLY �pT�Q� 3.DQ� 7.000 6.000 126A4� 3.oa0 �.000 2.aoo 24.000 FRAME WALL.: 2,000 3.000 3.D00 'f S,OOQ 51'ANDARD FRAMING X 6.000 4.000 2.Qd0 48.OQ0 ADVANCED FRAMlNG 1.500 7.000 2.000 21.000 0,000 CAVITY INSUtATiON R- 19.000 Total Window A�ea 492.000 SMEA7HING: DOOFtS� LESS THAN R-5 X 2,667 6.667 6.U00 'f 06.685 R-5 OR MORE 3.000 �.6s7 1.Oa0 20.Oa1 0.000 WINDOWS(EXCEPT FOUNDATfON WINDOWS): Total Doors Area 126.686 U-FACTOR U- 0.370 Total Area of Windnws & Daors 618.686 From the table, determine the rtaximum percent 80X A window&doar area for the design optians selected Total Wall Area in Sq. �t. and entetthe vatue in box D below: Wall7otaf Perimeter Height area 40.000 1.040 8.000 320_C'00 22•Od� 182.000 1.000 8.000 1456.000 BOX D 176.�00 1.000 8,OOQ 1408.000 0.000 3184.000 gpX g �6ox C must be less than or equal to Box D U9-'09-93 1-1:.3 F:1T 61: ti:i 06?9 SBL RI�'ER Y�RD �Oii�-'001 Exterior Envelop� Thermat Transmittance Worksheet fSITE A017RESS � ^ CITY � FORM COMPLET�D BY: DATE JA G � 9/9l98 ASSEPABLY FLOOR AP.EA U-Factor U-Factor r'1REA Sq. Ft. x Area ,� Insulated Area 2179 1961,100 .d22 43.187 o Framing Area ' -- - --- - --- -v� 217.900 .020 4.347 o Sl%ylight � + .00� ` �ther •00� .Q00 � r� .d00 � _ ,OQQ .U00 .000 r Totals A 2179.000 B 47.533 �, Average U-Factor B 47.53322138 /A 2179 C .022 � Required U-Factor(from Energy Code): _ D .Q26 Insuleted Area 2 2184.914 .044 95.12Q Framing Are2 2 318.408 .Q92 29.373 Windows ' �492.000 .370 i82.0�4 Dobrs 126,686 .9 70 21.537 Rim Joist .000 .044 .Q40 � Fireplace Wall -��� � Above Grade Foundation Wall .000 .057 .b00 Foundation VYndows .OaO � Patia Doors 62.000 .360 22.320 �, Other _ � .000 .Q00 - .aao N _ �,..- - .0{�� O Q .aoo x .000 �u .004 Tota(s � 3184.00U F 350.390 A�erage U-Factor F 350.3596868 /E 3184 G .109 Required U-Factor(from Energy Code}: H .910 If C is greater than D, or G is greatzr than H, revise the design as necessary to meet the envelope� criteria of the Energy Cade. 1)U•Eactor for ekylight and window must be determined by the National Fenectration Rating Council Standard 100-81 or AS4RAE 1993 Handboak af Fundamentals,Chapter 27,fable 5. 2?Therm�t Transmittance of opaque components(Indudrtg irrtegrally insulated masonry and metal stud framing)- use part 7670,Oa5D,snbpart 4. 11A%09:fl8 1�:.8 F�1 612 6�7 1167� SBL RI��R ��RD �OQ3%U0� ' Assembly R anci U-Factor Forms ASSEMSLY ROOF AT FRAM{NG ASSEMSLY ROO�AT 1NSULAYION Material (Describe) Tr�ickness R-Va1ue Material (Descr�be) Thickness R-Value Interior Film Caefficient .610 interior Pilm Cnefficient •6$� � .56a Sheet Rock .560 Sheet Rock - Ceiling Mernber 4.350 Insuiation 44.000 Ittsulatibn 44.0�0 Exteriar Film Coe�cient ~ ,61 p Exterior Film Coe�cient -��� Total Assembly 7hermal Resistance 45.414 7otal Assembly Thermal Resistance 50.130 U22 Assembly U-Factor (1rT'otal R) .024 Assembly U-Factor(1/Tota{ R) ASSEMSL.Y WALL AT FRAMING ASSEMBLY WALL AT 1NSUL47tON Thicicness R-Value Material (Describe} Tnickness R-Value Ma#erial (Describe} ,680 Irtterior Fi1m Coefficieslt .68a tnterio�Film Goefficient .45� Sheet Rock _4S0 Sneet Rock �g,0a0 Stud 6_870 lnsulation Z,�g(} Sheathing 2_060 Sheathing fi.�� Siding .610 Sidirtg �xterior Film Coe�cient .17o Exterior Fiim Coefficient .170 Total Assembi Thermal Resistance 22•97a Totaf Assembly Th�tma{ Resist�nCe '��•�d y .p44 Rssembly U-F2ctof('t r?ota!R) .092 Assembly U-Factoi'('1lTotal R) ASSEMBLY BLOCK ASSEMBLY R�M '[�jckness R-Value Nlaterial (Describe) Thickness P.-Value Materiat(Describe) .680 Int�rior Film coeff'icient ,680 Interior Film Coefftcient � �8Q lnsulation 19.000 Concrete Block 1.890 Optionallnsulation 11.000 R�m 4.350 Sheathing � 2.060 Stud Siding .610 .i7p ���terioc Film Coefficient .170 ��cter�or Fitm Coefficient �7�8� Totat Assemby Thermal Resistance Total Assembiy Themnat Resistance 24-4�� ,057 AssPmbly U-Factor(1/Tatal R) .Q4� Assembly U-�actor{1/Tota1 R) CALCULATIONS FOR GARAGE FLOOR SYSTEM FOR HOWARD RESIDENCE 1300 SHORELAND DRIVE ORONO MINNESOTA STRUCTURAL ENGINEER: ENGINEERING ENTERPRISES, INC. 715 FLORIDA AVENUE SOUTH, SUITE 406-B GOLDEN VALLEY MN 55426 612.546.8500 GENERAL CONTRACTOR: FLAG BUILDERS, INC. 715 FLORIDA AVENUE SOUTH, SUITE 100 GOLDEN VALLEY MN 55426 612.540.9404 TABLE OF CONTENTS DESIGN LOADS FLOOR PROFILE FLOOR BEAMS WEST END CENTER SECTION LINTEL AT EAST END MASONRY WALL CHECK ANCHORAGE DESIGN I HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MI�NESOTA . REG. NUM. 20720 ROBERT E.-FERGUSON, E. =�- � <, � ;r�t , -- _ ' , ._ -- - � � � .�- -� ��=7`,�i �`��� - � DESIGN LOADS DESIGN LOADS ROOF SNOW LOAD 40 PSF ROOF DEAD LOAD 15 PSF FLOOR DEAD LOAD 35 PSF FLOOR LIVE LOAD 50 PSF ASSUMPTIONS SOIL BEARING CAPACITY 1500 PSF "k" MODULUS OF SUBGRADE REACTION 320 KCF SOIL EQUIVALENT FLUID PRESSUR,E 30 PCF FLOOR PROFILE ` ULCR/�FT ��_�_�i 1 .5 VL,VLI Maximum Sheet Length 42'-0 Extra Charge for Lengths Under 6'-0 � ICBO Approved (No. 3415) 2�i2� L � f VL •�� ��,l° �".o o o� �eo��� D;���c,�Io a J o'_' STEEL SECTION PROPERTIES F -40 KSI Deck Desi gn Weight Ip In Sp Sn -�.I � Total T e Thick. PSF in4/Ft in4/Ft in3/Ft in3/Ft � �3�4, Slab 1.5VL22 OA295 1.78 0.150 0.182 0.178 0.186 Depth � 1.5VL21 0.0329 1.97 0.174 0.205 0.209 0.215 �•° ° p:a° � Q. o ° ; ��,� •o u• o .e a e�o o; --� 1.5VL20 0.0358 2.14 0.195 0.222 0.231 0.240 V L I �' �• 9 p a ' o p �p o a • C; o�°.�e b e . o,°� 1.5VL19 0.0418 2.49 0.239 0.260 0.274 0.288 . o �,��„ 1.5VL18 0.0474 2.82 0.282 0.295 0.315 0.327 � g�� �f � 1.5VL17 0.0538 3.19 0.331 0.335 0.361 0.371 � 1.5VL16 0.0598 3.54 0.373 0.373 0.404 0.411 36" N=9 NORMAL WEIGHT CONCRE E 145 PCF Total SDI Max.Unshored Slab Deck u erim se Live L P F De th T e 1 S an 2 S an 3 S an 5'-0 5'-6 6'-0 6'-6 7'-0 7'-6 8'•0 8'-6 9'•0 9'-6 10'-0 10'-6 11'-0 11�.g 12�-p I 1.5VL22 5'-2 6'-11 T-0 314 259 230 206 186 169 154 141 130 120 111 100 87 76 67 3 1/ " 1.5VL21 5'-9 7'-8 7'-9 331 294 243 218 197 179 163 150 138 127 118 104 91 80 70 1.SVL20 6'-2 8'-3 8'-4 345 306 275 228 206 187 171 157 144 133 124 108 94 82 73 � (t=2") 1.5VL19 6'-10 9'-2 9'-4 372 330 296 268 223 203 186 171 157 145 134 116 101 88 78 1.SVL18 7'-6 9'-11 10'-2 395 351 315 285 260 238 199 182 168 156 142 123 107 g4 gp 33 PSF 1.5VL17 B;•2 10'-6 10'-10 397 353 316 286 261 239 221 183 169 157 145 131 ��q gg 87 ' 1. VL1 11'- 11'- 1.SVL22 q�.�� 97 5 1 2 2 1 2 21 2 1 1 q c 6'-6 6'-7 342 301 267 240 216 196 179 164 151 139 129 119 111 103 96 ! 4" 1.SVL21 5'-5 7'-3 7'-4 385 318 283 253 229 208 190 174 160 148 137 127 118 110 102 (t'2��2") �.S��L�19 56,6 8'•8 8'-10 400 383 344 311 259 235 295 197 182 168 156 145 135 126 11�5 1.SVL18 7'-1 g'-5 g'-7 400 400 365 330 301 251 229 211 1g4 180 167 156 145 136 122 � 39 PSF 1.SVL17 7'-8 10'-0 10'-4 400 400 366 331 302 277 230 211 195 180 168 156 146 136 128 1.SVL16 8'-2 10'-6 10'-10 400 400 365 330 301 276 255 211 194 180 167 155 145 136 127 � � 1.SVL22 4'-8 6'-3 6'-4 392 345 307 275 248 225 205 188 173 159 147 137 127 118 170 , 41/2" 1.5VL21 5'-2 6'-11 7'-0 400 364 324 290 262 238 217 199 183 169 157 145 135 126 117 E : 15VL20 5'-6 7'-5 7'-6 400 400 338 303 274 249 227 208 192 177 164 152 142 132 123 ` ,o�` ' (1=3") 1.5VL19 6'-2 8'•3 8'-4 400 400 393 328 296 269 246 226 208 193 179 166 155 145 135 � i.5VL18 6'-8 8'-11 9'-2 400 400 400 378 315 287 262 241 222 206 191 178 166 155 145 � 45 PSF 1.5VL17 7'•3 9'-6 9'-10 400 400 400 378 345 287 263 241 223 206 191 178 166 155 146 � 1.5VL16 7'-9 10'-0 10'-4 400 400 400 377 344 315 262 240 222 205 190 177 165 155 145 1.SVL22 4'-6 6'-0 6'-1 400 391 347 311 280 254 232 213 195 180 167 155 143 133 124 5" 1.5VL21 4'•11 6'-8 6'-9 400 400 366 328 297 269 246 225 207 191 177 164 153 142 133 � 1.SVL20 5'-3 7'-1 7'-2 400 400 382 343 310 281 257 236 217 200 186 172 160 150 140 (t=31/2") 1.SVL19 5'•10 7'-11 8'-0 400 400 400 370 335 304 278 255 235 218 202 188 175 163 153 1.5VL18 6'-4 8'•7 8'-9 400 400 400 394 356 324 297 272 251 233 216 201 1g7 175 �sq � 51 PSF 1.SVL17 6'•11 9'-1 9'-5 400 400 400 400 357 325 297 273 251 233 216 201 188 176 164 1.SVL16 7'-4 9'-7 9'-10 400 400 400 400 388 323 295 271 250 232 215 200 187 �75 �gq 1.SVL22 4'-4 5'-9 5'-10 400 400 388 348 374 285 260 238 219 202 187 173 160 149 139 � 5��2� �.5�L2� 4'-9 6'•5 6'-6 400 400 400 367 332 301 275 252 232 214 198 184 171 159 148 1.SV1.20 5'-1 6'-10 6'•11 400 400 400 383 346 315 287 263 243 224 208 193 179 167 156 � (t=4") 1.5VL19 5'-7 7'-7 7'-8 400 400 400 400 374 340 311 286 263 243 226 210 196 183 171 1.5VL18 6'•1 8'-3 8'-4 400 400 400 400 399 363 332 305 281 260 247 225 210 196 183 ��rr 57 PSF 1.SVL17 6'-7 8'-9 9'-0 400 400 400 400 399 363 332 305 281 260 242 225 210 196 184 ` 1.5VL16 7'-1 9'-2 g'•6 400 400 400 400 400 361 330 303 279 259 240 224 209 195 183 1.SVL22 4'-2 5'-7 5'-8 400 400 400 385 347 315 288 263 242 223 207 191 17g 165 154 6" 1.5VL21 4'-T 6'•2 6'•3 400 400 400 400 367 334 304 279 257 237 220 204 18g 17g �gq 1.5VL20 4'-10 6'-7 6'-8 400 400 400 400 383 348 318 292 269 248 230 214 199 185 173 � (t=41/2") 1.SVL19 5'-5 7'-4 7'-5 400 400 400 400 400 377 344 316 291 270 250 233 217 pp2 �gg 1.SVL18 5'-10 7'-11 8'-1 400 400 400 400 400 400 367 337 311 288 267 249 232 217 203 � 63 PSF 1.5VL17 6'-4 8'-5 8'-8 400 400 400 400 400 400 367 337 311 288 267 24g 29p p17 ppq 1.5VL16 6'-9 8'-10 9'-2 400 400 400 400 400 399 365 335 309 286 266 248 231 216 202 Notes: 1. Minimum exterior bearing length required is 1.5 inches.Minimum interior bearing length required is 3.0 inches. � If these minimum lengths are not provided,web crippling must be checked. 2. Always contact Vulcraft when using loads in excess of 200 psf. Such loads often result from concentrated,dynamic,or long term toad cases � for which reductions due to bond breakage,concrete creep,etc.should be evaluated. 3. All fire rated assemblies are subject to an upper live load limit of 250 psf. 4. Inquire about material availability oi 17,1 g&21 gage. � � 42 � � . . .... � . . . .,. .... . .':=A�*�s���' -. FLOOR BEAMS WEST END RISA-2D (R) Version 3 .03 Engineering Enterprises, Inc. Job 11 Oak Road Page Circle Pines, MN 55014 Date FLOOR BEAM AT WEST END OF GARAGE FLOOR ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- Units Option : US Standard AISC Code Checks : 9th Edition ASD Shear Deformation: No P-Delta Effects : No Redesign : No Edge Forces : No A.S.I.F. : 1. 333 ---------------------------------------------------------------------------- Node Boundary Conditions No X-Coord Y-Coord X-dof Y-dof Rotation Temp. (ft) --------(ft) -----(in,K/in) ----(in,K/in) ---(r,K-ft/r) -----(F)- 1 0. 00 0.00 R R 0.00 2 22.00 0.00 R R 0.00 ---------------------------------------------------------------------------- Material Elastic Poisson's Thermal Wei�ht Yield Stress __Label______ Modulus Ratio Coefficient Density (FX) (Ksi) -----------------------(F) --------(K/ft3) ------(Ksi) ---- GR50 29000.00 0. 30000 0.65000 0.490 50. 000 ---------------------------------------------------------------------------- Section Database Matl. Area Moment of As y/y Label Shape Set Inertia Coef . --------------------------------------(in^2) ---------(in^4) ----------------- BM W8X24 GR50 7.08 82 .800 1.20 ---------------------------------------------------------------------------- I J I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length ------------------------------------------------------(in) ----(in) ------(ft) 1 1 - 2 BM 22.00 ---------------------------------------------------------------------------- I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb-in Lb-out Lc In Out Cm Cb --------------------(ft) -----(ft) -----(ft) ---------------------------------- 1 1 - 2 1.00 RISA-2D (R) Version 3 .03 Engineering Enterprises, Inc. Job 11 Oak Road Page Circle Pines, MN 55014 Date FLOOR BEAM AT WEST END OF GARAGE FLOOR ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- BLC Basic Load Case Load Totals No. Description Nodal Point Dist. ---------------------------------------------------------------------------- 1 DEAD LOAD 2 2 LIVE LOAD 2 Member Distributed Loads,BLC 1: DEAD LOAD ---------------------------------------------------------------------------- Memb I J Start End Start End No Node Node Dir Magnitude Magnitude Location Location -------------------------(K/ft,F) -----(K/ft,F) ---------(ft) ---------(ft) ---- 1 1 - 2 Y -0. 070 -0.070 0. 000 22. 000 1 1 - 2 Y -0. 128 -0. 128 11. 000 21.950 Member Distributed Loads,BLC 2: LIVE LOAD ---------------------------------------------------------------------------- Memb I J Start End Start End No Node Node Dir Magnitude Magnitude Location Location -------------------------(K/ft,F) -----(K/ft,F) ---------(ft) ---------(ft) ---- 1 1 - 2 Y -0. 100 -0. 100 0. 000 22.000 1 1 - 2 Y -0. 380 -0.380 11. 000 21.950 ---------------------------------------------------------------------------- Load Combination Self Wt BLC BLC BLC BLC BLC W E No. Description Dir Fac Fac Fac Fac Fac Fac DYNA S V ---------------------------------------------------------------------------- 1 DL Y -1 11 Y 2 DL + LL Y -1 11 2 1 Y Dynamic Analysis Data Number of modes (frequencies) . 3 Basic Load Case for masses . None BLC mass direction of action . X only Acceleration of Gravity . 32.20 ft/sec**2 ENVELOPE SOLUTION Nodal Displacements ---------------------------------------------------------------------------- Node Global X Global Y Rotation -------------------(in) ------LC----------(in) LC----------(rad) LC- 1 max 0.00000 1 -0. 00000 1 -0. 00399 1 min 0.00000 1 -0.00000 2 -0. 01108 2 2 max 0. 00000 1 -0.00000 1 0.01277 2 min 0. 00000 1 -0.00000 2 0. 00442 1 RISA-2D (R) Version 3.03 Engineering Enterprises, Inc. Job 11 Oak Road Page Circle Pines, MN 55014 Date FLOOR BEAM AT WEST END OF GARAGE FLOOR ENVELOPE SOLUTION Reactions ---------------------------------------------------------------------------- Node Global X Global Y Moment --------------------(K) ------LC-----------(K) ------LC----------(K-ft) ----LC- 1 max 0. 00000 1 3.53198 2 0.00000 1 min 0.00000 1 1.38700 1 0.00000 1 2 max 0.00000 1 6. 30064 2 0.00000 1 min 0.00000 1 2 . 08462 1 0. 00000 1 ENVELOPE SOLUTION Member Section Results ---------------------------------------------------------------------------- Nodes Member Quarter Points No I J I-End 1/4 1/2 3/4 J-End --------------(K�Kft� in)LC(K,Kft, in)LC(K,Kft, in)LC(K,Kft, in)LC(K,Kft, in)LC-- 1 1- 2 A 0.00 1 0. 00 1 0.00 1 0. 00 1 0.00 1 0. 00 1 0. 00 1 0. 00 1 0. 00 1 0.00 1 V 3.53 2 2.46 2 1.40 2 -0.87 1 -2.08 1 1. 39 1 0.87 1 0. 35 1 -2.46 2 -6.30 2 M -0. 00 2 -6.21 1 -9.56 1 -8. 14 1 0.00 1 -0. 00 1 -16.49 2 -27. 11 2 -24 . 17 2 -0.00 2 D 0.000 1 -0.238 1 -0. 347 1 -0.257 1 -0.003 1 0.000 1 -0.664 2 -0.982 2 -0.737 2 -0.009 2 ENVELOPE SOLUTION AISC Code Checks ---------------------------------------------------------------------------- Nodes Member Quarter Points No I J Max lc 0 lc 1/4 lc 1/2 lc 3/4 lc L lc Shear lc ---------------------------------------------------------------------------- 1 1- 2 0.472 2 0.00 1 0.29 2 0.47 2 0.42 2 0. 00 1 0.16 2 FLOOR BEAMS CENTER SECTION RISA-2D (R) Version 3 . 03 Engineering Enterprises, Inc. Job 11 Oak Road Page Circle Pines, MN 55014 Date FLOOR BEAMS Units Option : US Standard AISC Code Checks : 9th Edition ASD Shear Deformation: No P-Delta Effects : No Redesign : No Edge Forces : No A.S.I.F. : 1.333 ---------------------------------------------------------------------------- Node Boundary Conditions No X-Coord Y-Coord X-dof Y-dof Rotation Temp. -----------(tt) --------(ft) -----(in,x/in) ----(in,x/in) ---(r,x-ft/r) -----(F)- 1 0 00 0.00 R R 0.00 2 22 . 00 0.00 R R 0.00 ---------------------------------------------------------------------------- Material Elastic Poisson's Thermal Weic�ht Yield Stress __Label______ Modulus Ratio Coefficient Density (F�) (Ksi) -----------------------(F) --------(K/ft3) ------(Ksi) ---- GR50 29000. 00 0. 30000 0 65000 0 490 50 000 ---------------------------------------------------------------------------- Section Database Matl. Area Moment of As y/y Label Shape Set Inertia Coef --------------------------------------(in^2) ---------(in^4) ----------------- BM W8X24 GR50 7.08 82.800 1.20 ---------------------------------------------------------------------------- I J I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length . ------------------------------------------------------(in) ----(in) ------(ft) 1 1 - 2 BM 22.00 ---------------------------------------------------------------------------- I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb-in Lb-out Lc In Out Cm Cb --------------------(ft) -----(ft) -----(ft) ---------------------------------- 1 1 - 2 1.00 RISA-2D (R) Version 3.03 Engineering Enterprises, Inc. Job 11 Oak Road Page Circle Pines, MN 55014 Date FLOOR BEAMS ---------------------------------------------------------------------------- BLC Basic Load Case Load Totals No. Description Nodal Point Dist. ---------------------------------------------------------------------------- 1 DEAD LOAD 1 2 LIVE LOAD 1 Member Distributed Loads,BLC 1: DEAD LOAD ---------------------------------------------------------------------------- Memb I J Start End Start End No Node Node Dir Magnitude Magnitude Location Location -------------------------(K/ft,F) -----(K/ft,F) ---------(ft) ---------(ft) ---- 1 1 2 Y -0. 140 -0. 140 0.000 22 .000 Member Distributed Loads,BLC 2 : LIVE LOAD ---------------------------------------------------------------------------- Memb I J Start End Start End No Node Node Dir Magnitude Magnitude Location Location -------------------------(K/ft,F) -----(K/ft,F)---------(ft) ---------(ft) ---- 1 1 2 Y -0.200 -0.200 0.000 22.000 ---------------------------------------------------------------------------- Load Combination Self Wt BLC BLC BLC BLC BLC W E No. Description Dir Fac Fac Fac Fac Fac Fac DYNA S V ---------------------------------------------------------------------------- 1 DL Y -1 11 Y 2 DL + LL Y -1 11 2 1 Y Dynamic Analysis Data Number of modes (frequencies) . 3 Basic Load Case for masses . None BLC mass direction of action . X only Acceleration of Gravity . 32.20 ft/sec**2 ENVELOPE SOLUTION Nodal Displacements ---------------------------------------------------------------------------- Node Global X Global Y Rotation -------------------(in) ------LC----------(in) ------LC----------(rad) -----LC- 1 max 0.00000 1 -0.00000 1 -0.00437 1 min 0.00000 1 -0. 00000 2 -0. 00969 2 2 max 0.00000 1 -0. 00000 1 0. 00969 2 min 0. 00000 1 -0. 00000 2 0.00437 1 RISA-2D (R) Version 3.03 Engineering Enterprises, Inc. Job 11 Oak Road Page Circle Pines, NIIJ 55014 Date FLOOR BEAMS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ENVELOPE SOLUTION Reactions ---------------------------------------------------------------------------- __ Node__________Global X Global Y Moment (K) ------LC-----------(K) ------LC----------(K-ft) ----LC- 1 max 0. 00000 1 4.00501 2 0. 00000 1 min 0. 00000 1 1.80501 1 0. 00000 1 2 max 0. 00000 1 4.00501 2 0. 00000 1 min 0. 00000 1 1.80501 1 0. 00000 1 ENVELOPE SOLUTION Member Section Results ---------------------------------------------------------------------------- Nodes Member Quarter Points No I J I-End 1/4 1/2 3/4 J-End --------------(K,Kft, in)LC(K,Kft, in)LC(K,Kft,in)LC(K,Kft, in)LC(K,Kft,in)LC-- 1 1- 2 A 0.00 1 0. 00 1 0. 00 1 0.00 1 0.00 1 0. 00 1 0.00 1 0.00 1 0.00 1 0.00 1 V 4.01 2 2 . 00 2 -0.00 1 -0.90 1 -1.81 1 1.81 1 0.90 1 -0.00 2 -2.00 2 -4.01 2 M 0.00 2 -7.45 1 -9.93 1 -7.45 1 0.00 2 -0.00 1 -16.52 2 -22.03 2 -16.52 2 0.00 1 D 0.000 1 -0.256 1 -0.360 1 -0.258 1 -0.005 1 0.000 1 -0.568 2 -0.799 2 -0.573 2 -0.010 2 ENVELOPE SOLUTION AISC Code Checks ---------------------------------------------------------------------------- Nodes Member Quarter Points No I J Max lc 0 lc 1/4 lc 1/2 lc 3/4 lc L lc Shear lc ---------------------------------------------------------------------------- 1 1- 2 0. 384 2 0.00 1 0.29 2 0.38 2 0.29 2 0.00 1 0. 10 2 FLOOR BEAMS LINTEL AT EAST END RISA-2D (R) Version 3 . 03 Engineering Enterprises, Inc. Job 11 Oak Road Page Circle Pines, MN 55014 Date LINTEL BEAM AT EAST END OF GARAGE ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- Units Option : US Standard AISC Code Checks : 9th Edition ASD Shear Deformation: No P-Delta Effects : No Redesign : No Edge Forces : No A.S.I.F. : 1.333 ---------------------------------------------------------------------------- Node Boundary Conditions No X-Coord Y-Coord X-dof Y-dof Rotation Temp. -----------(ft) --------(ft) -----(in,x/in) ----(in,x/in) ---(r,x-ft/r) -----(F) - 1 0. 00 0.00 R R 0.00 2 12. 00 0.00 R R 0.00 ---------------------------------------------------------------------------- Material Elastic Poisson's Thermal Weiyht Yield Stress __Label______ Modulus Ratio Coefficient Density (F�) (Ksi) -----------------------(F) --------(K/ft3) ------(Ks1) ---- GR50 29000.00 0.30000 0.65000 0.490 50. 000 ---------------------------------------------------------------------------- Section Database Matl. Area Moment of As y/y Label Shape Set Inertia Coef --------------------------------------(in^2) ---------(in^4) ----------------- BM W8X24 GR50 7. 08 82.800 1.20 ---------------------------------------------------------------------------- I J I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length ------------------------------------------------------(in) ----(in) ------(ft) 1 1 - 2 BM 12.00 ---------------------------------------------------------------------------- I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb-in Lb-out Lc In Out Cm Cb --------------------(ft) -----(ft) -----(ft) ---------------------------------- 1 1 - 2 1.00 RISA-2D (R) Version 3.03 Engineering Enterprises, Inc. Job 11 Oak Road Page Circle Pines, MN 55014 Date LINTEL BEAM AT EAST END OF GARAGE ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- BLC Basic Load Case Load Totals No. Description Nodal Point Dist. ---------------------------------------------------------------------------- 1 DEAD LOAD 2 2 LIVE LOAD 2 Member Distributed Loads,BLC l: DEAD LOAD ---------------------------------------------------------------------------- Memb I J Start End Start End No Node Node Dir Magnitude Magnitude Location Location -------------------------(K/ft,F) -----(K/ft,F)---------(ft) ---------(ft) ---- 1 1 - 2 Y -0.070 -0. 070 0. 000 12. 000 1 1 - 2 Y -0.225 -0.225 0. 000 12.000 Member Distributed Loads,BLC 2: LIVE LOAD ---------------------------------------------------------------------------- Memb I J Start End Start End No Node Node Dir Magnitude Magnitude Location Location -------------------------(K/ft,F) -----(K/ft,F) ---------(ft) ---------(ft) ---- 1 1 - 2 Y -0. 100 -0. 100 0. 000 12. 000 1 1 - 2 Y -0. 600 -0. 600 0. 000 12.000 ---------------------------------------------------------------------------- Load Combination Self Wt BLC BLC BLC BLC BLC W E No. Description Dir Fac Fac Fac Fac Fac Fac DYNA S V ---------------------------------------------------------------------------- 1 DL Y -1 11 Y 2 DL + LL Y -1 11 2 1 Y Dynamic Analysis Data Number of modes (frequencies) . 3 Basic Load Case for masses . None BLC mass direction of action . X only Acceleration of Gravity . 32 .20 ft/sec**2 ENVELOPE SOLUTION Nodal Displacements ---------------------------------------------------------------------------- Node Global X Global Y Rotation -------------------(in) ------LC----------(in) ------LC----------(rad) -----LC- 1 max 0.00000 1 -0.00000 1 -0.00138 1 min 0.00000 1 -0.00000 2 -0. 00440 2 2 max 0.00000 1 -0.00000 1 0.00440 2 min 0.00000 1 -0.00000 2 0.00138 1 RISA-2D (R) Version 3 . 03 Engineering Enterprises, Inc. Job 11 Oak Road Page Circle Pines, MN 55014 Date LINTEL BEAM AT EAST END OF GARAGE ENVELOPE SOLUTION Reactions ---------------------------------------------------------------------------- Node Global X Global Y Moment --------------------(K) ------LC-----------(K) ------LC----------(K-ft) ----LC- 1 max 0. 00000 1 6. 11455 2 0. 00000 1 min 0. 00000 1 1.91455 1 0. 00000 1 2 max 0.00000 1 6. 11455 2 0. 00000 1 min 0.00000 1 1.91455 1 0.00000 1 ENVELOPE SOLUTION Member Section Results ---------------------------------------------------------------------------- Nodes Member Quarter Points No I J I-End 1/4 1/2 3/4 J-End --------------(K�Kft� in)LC(K,Kft, in)LC(K,Kft, in)LC(K,Kft, in)LC(K,Kft� lri)LC-- 1 1- 2 A 0.00 1 0.00 1 0.00 1 0. 00 1 0.00 1 0.00 1 0.00 1 0.00 1 0. 00 1 0.00 1 V 6. 11 2 3 .06 2 -0. 00 2 -0.96 1 -1.91 1 1.91 1 0.96 1 -0.00 1 -3 .06 2 -6. 11 2 M 0. 00 2 -4. 31 1 -5.74 1 -4. 31 1 0. 00 1 -0.00 1 -13.76 2 -18. 34 2 -13.76 2 0. 00 2 D 0. 000 1 -0.044 1 -0.062 1 -0.044 1 -0. 001 1 0.000 1 -0. 141 2 -0. 198 2 -0. 142 2 -0.002 2 ENVELOPE SOLUTION AISC Code Checks ---------------------------------------------------------------------------- Nodes Member Quarter Points No I J Max lc 0 lc 1/4 lc 1/2 lc 3/4 lc L lc Shear lc ---------------------------------------------------------------------------- 1 1- 2 0. 319 2 0. 00 1 0.24 2 0. 32 2 0.24 2 0. 00 1 0.16 2 MASONRY WALL CHECK M-Wall ! : MASONRY WALL ANALYSIS AND DESIGN ----------------------------------------------------------------------------- ----------------------------------------------------------------------------- Project : HOWARD RESIDENCE Location: ORONO MINNESOTA By: REF ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ME: 01 : 00 PM Page: 1 DATE: 10-22-1998 DESIGN METHOD : Uniform Buildinq Code: Unity Equation MASONRY MATERIAL : Hollow Core Concrete Masonry Units MORTAR TYPE : Type S MORTAR MATERIAL : Masonry Cement Mortar BLOCK PLACEMENT : Running Bond MASONRY WALL DATA: ------------------------------------ Wall Height = 8 . 00 ft. Nominal Wall Thickness = 12 . 00 in. Depth to c.g. Steel, Wall = 5. 81 in. Parapet Height = 0. 00 ft. Nominal Parapet Thickness = 0 . 00 in. Depth to c.g. Steel, Parapet = 0 . 00 in. Design Strip Width = 12 . 00 in. �in Wall Reinf. Layers = One Layer wall Grout Spacing = Partially Grouted Support Type at Base = Pinned Support Span Type = Supported Top and Bottom WALL LOADS : ------------------------------------ Wall Weight = 82 . 00 psf. Floor or Roof Load: Dead = 750. 0 Lb Live = 1, 100. 0 Lb Eccentricity = 2 . 00 in. Additional Vertical Load: Dead = 0 . 0 Lb Live = 0. 0 Lb Eccentricity = 0. 00 in. Vertical Distance (y) = 0. 00 ft. Equivalent Fluid Pressure = 30 . 00 pcf. Vertical Distance (x) = 8 . 00 ft. M-Wall ! : MASONRY WALL ANALYSIS AND DESIGN Project : HOWARD RESIDENCE Location: ORONO MINNESOTA By: REF ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ME: 01 : 00 PM Page: 2 DATE: 10-22-1998 SEISMIC LOADS : ------------------------------------ Seismic Load Zone (0 to 4) = Zone 0 Seismic Zone Factor, Z = 0. 00 Seismic Importance Factor, I = 0. 00 Seismic Numerical Coeff: Wall Cp = 0.75 Parapet Cp = 2 . 00 Include Masonry Veneer Weight? = Yes Veneer Weight = 0. 00 psf. WIND LOADS: ------------------------------------ Distance From Load Magnitude Base of Wall (ft) W or H (plf, lb) Start End ---------------------------------------- 2 3 4 5 Notes: 1 . "W" designates a uniform distributed wind load. "H" designates a concentrated horizontal wind load. 2 . Horizontal loads are positive to the right. M-Wall ! : MASONRY WALL ANALYSIS AND DESIGN Project : HOWARD RESIDENCE Location: ORONO MINNESOTA By: REF ME: 01 : 00 PM Page: 3 liATE: 10-22-1998 MASONRY DATA: ------------------------------------ Masonry Unit Strength = 1900. 00 psi. Special Inspection? = Yes Masonry Compressive Strength, f'm = 1500 . 00 psi . Allowable Flexural Stress, Fb = 500. 00 psi . Allowable Shear Stress, Fv = 38 . 73 psi. Allowable Tension: No Grout, Ft = 15. 00 psi . Solid Grout, Ft = 15. 00 psi . Modulus of Elasticity, Em = 1, 125 ksi. Modular Ratio, Es/Em = n = 25. 78 Single Grouted Cell + Web Width = 8 . 31 in. Nominal Length of Masonry Unit = 16. 00 in. Block Face Shell Thickness = 1 . 50 in. Nominal Minus Actual Thickness = 0. 38 in. MATERIAL DATA: ------------------------------------ Steel Yield Strength, Fy = 60 . 00 ksi. Allowable Steel Stress, Fs = 20. 00 ksi. Modulus of Elasticity, Es = 29, 000 ksi. REINFORCED WALL DATA: ------------------------------------ Minimum Steel Ratio, As/bt = 0. 0007 M-Wall ! : MASONRY WALL ANALYSIS AND DESIGN _______________________________________ _______________________ Project : HOWARD RESIDENCE Location: ORONO MINNESOTA _________________ By: REF _____________________________ 'ME: 01 : 00 PM ________________________________ _�1TE: 10-22-1998 Page: 4 GRAPHIC SUNIl�IARY OF MASONRY WALL DATA 2.00 in. D.L. 750.0 Lb L.L. 1,100.0 Lb Floor/Roof �,v�h�` 2�2�3M1�h `�' ��v`i\,�v vn�t?:i.`.` '�`?,`:.i 12.00 in. � 30.00 8.00 ft. 5.81 in. . Floor .:� � . :�� ,.,. , .. `i�`�;z.����`�;`'k:,`.";:��. ���$ .. �� � 4}..L��: :_ � �`` ����; ,:��.�:.,." . .;��.�; M-Wall ! : MASONRY WALL ANALYSIS AND DESIGN _____________________________________________ Project : HOWARD RESIDENCE Location: ORONO MINNESOTA By: REF _________________________________________________ �ME: 01 : 00 PM ' Page: 5 �ATE: 10-22-1998 ******�******************************************* S U M M A R Y O F R E S U L T S F O R M A I N W A L L ****�********************************************* DESIGN LOADS : ------------------------------------ Moment, Ms = 859. 7 ft-lb / 12 . 00 in. P�ial Load, Ps = 2, 243 . 6 Lb / 12 . 00 in. Load Combination = (DL + LL) Max. Shear, Vs = 601 . 5 Lb / 12 . 00 in. Load Combination = (DL + LL) ANALYSIS RESULTS: ------------------------------------ Design Strip Width = 12 . 00 in. Actual Wall Thickness, t = 11 . 63 in. Effective Height, h' = 8 . 00 ft. h'/t Ratio - g .26 ismic Force, Fp = ZICp * Wt = 0. 00 plf. / 12 . 00 in. Minimum Area of Steel, Vertical Reinf. = 0. 098 in. ^2 / 12 . 00 in. Minimum Area of Steel, Horiz. Reinf. = Not Req'd, Ref. UBC 2106. 1 . 12 All . Bending Stress, Fb = 500. 00 psi . Allowable Steel Stress, Fs: DL + LL Only = 20000 . 0 psi . Wind / Seismic = 26666. 6 psi . Allowable Shear Stress, Fv: DL + LL Only = 38 . 73 psi . Wind / Seismic = 51 . 64 psi . DESIGN RESULTS: ------------------------------------ Bar Fa, psi fa, psi fb, psi fv, psi Bar Spa. Size ( .25*f'm*R) (Ps/Ae) Fb (1 . 0-fa/Fa) (Vs/b'jd) (in. o.c. ) ------------------------------------------------------------ #3 359. 34 16. 08 477 . 62 9. 56 8 . 00 #4 364 . 00 31 .23 457 . 10 27 . 04 24 . 00 #5 364 . 88 35. 68 451 . 11 36.27 32 . 00 #6 364 . 88 35. 68 451 . 11 38 . 15 32 . 00 #7 364 . 88 35. 68 451 . 11 38 .23 32 . 00 #8 364 . 88 35. 68 451 . 11 38 . 35 32 . 00 #9 364 . 88 35. 68 451 . 11 38 . 49 32 . 00 .. vertical bar spacing is 48 in. o.c. in seismic zones 2, 3, & 4 . M-Wall ! : MASONRY WALL ANALYSIS AND DESIGN -------------- Project : HOWARD RESIDENCE Location: ORONO MINNESOTA By: REF ----------------- :ME: 01 : 00 PM Page: 6 ,�ATE: 10-22-1998 DETAILED RESULTS FOR MAIN WALL: ------------------------------------ LOAD COMBINATION : (DL + LL) REBAR DESIGN : #5 @ 32 in. o.c. FURNISHED AREA OF STEEL : 0. 116 in^2 / 12 . 00 in. MINIMUM AREA OF STEEL : 0. 098 in^2 / 12 . 00 in. No. Dist From Mom. Axial Shear As Req'd Area Stl Bot (ft) (ft-lb) (lbs) (lbs) (in^2) Index --------------------------------------------------------------------------- 0 8 . 00 -308 . 3 1, 850. 0 -358 .5 0 . 098 0. 84 1 7 .20 -24 . 1 1, 915. 6 -348 . 9 0 . 098 0 . 84 2 6. 40 244 . 9 1, 981 .2 -320 . 1 0. 098 0. 84 3 5. 60 483. 0 2, 046. 8 -272 . 1 0 . 098 0. 84 4 4 . 80 675.2 2, 112 . 4 -204 . 9 0. 098 0 . 84 5 4 . 00 805. 8 2, 178 . 0 -118 . 5 0 . 098 0. 84 6 3 .20 859. 7 2, 243. 6 -12 . 9 0. 098 0 . 84 7 2 . 40 821 . 4 2, 309.2 111 . 9 0. 098 0. 84 8 1 . 60 675. 6 2, 374 . 8 255. 9 0 . 098 0. 84 � 0 . 80 406. 9 2, 440. 4 419. 1 0. 098 0. 84 10 0. 00 0. 0 2, 506. 0 601 . 5 0 . 098 0. 84 WALL PROPERTIES: ------------------------------------ Effective Flange Width bf = 12 . 00 in. / 12 . 00 in. Effective Grouted Core Width, b' = 3 . 12 in. / 12 . 00 in. Solid Masonry Area, Ae = 62 . 88 in. ^2 / 12 . 00 in. Depth to c. g. Steel d = 5. 81 in. ANALYSIS RESULTS AT MAXIMUM FORCES : ------------------------------------ Axial Stress, fa = Ps/Ae = 35. 68 psi . Bending Stress, fb = Fb (1 . 0 - fa/Fa) = 451 . 11 psi . Furnished Steel Ratio, Rho = As/bf*d = 0. 0017 Depth to Neutral Axis, kd = 1 . 472 in. Moment Arm, jd = 5. 322 in. Moment based on Masonry Stresses, Mm = 1, 767 .3 ft-lb / 12 . 00 in. Moment based on Steel Stresses, Ms = 1, 031 . 1 ft-lb / 12 . 00 in. All . Shear Force, Vall = 1 . 0*Fv*b' *jd = 642 .3 Lb / 12 . 00 in. ANCHORAGE DESIGN YYI� Customer No.: Mchor fastening design for Page: 1 of 3 Location: Quotation: Hilti Inc. BEAM TO WALL CONNECTION Project: HOWARD RESIDENCE PO Box 21148 List No.: Tulsa,OK 74121 Phone:1-800-878-8000 Phone: Date: 10/22/96 Fax: 1-800-879-7000 Resp.:REF Name: REF Anchor fastening design for Kwik Bolt II - 1/2"x7 As per Hilti USA Positioning :::�:.{>..;:::>;:::::::::::<;�:::::;:::r<:<:::::::;::«;:::>:::::>:::;;::<;::> Anchoring plate• .. � �:�.: <K ��:::::: �::.::::::n: :.�.:. . Ix=6.00 in Iy=6.50 in + s1=3.50 in Tensile strength fu=50764 PSI �';'F r�:: Thickness of anchor plate was given=0.32 in F.;.; _ ;,:::: s1 r<;�: :.��:. ��� part fastened: :;�:: ��� + ix=0.25 in iy=0.25 in :�� :<� �:<:r::::.:.:,.:..--.. ..:..... .:::::. ...:.:::.>: :.»>>.::::».:>:.;>.::,,:::::»::>�€`<<<_<.:::::::::':::::r::<:::: ::r r::::::.�::::::.:.::.. ............... . :,.:..:., � ...... .. ::::..:...:..::::::.. ......:.......... Anchor 0 Anchor in slotted hole Loads Tensile Load: ::<:::;:::<N;w::>:;:<:�:::::::>::>���:�:<�::�< N= 10 Lbs + � Shear Load: ';�w°:: N ``�` Vx Vx=2400 Lbs '�`. + 2 :<<�> .�'::':: Concrete Compressive strength: 3000 PSI Thickness of base material: 24.00 in Specified depth of embedment: 6.00 in Data and results must be checked for agreement with the adual existing condiGons and for plausibilityl HIDU-CC�2.2 O 1997 Hilti AG,FL-9494 Schaan Hi10 is a registered Trademark of Hilti AG,Schaan IIII II� Customer No.: Anchor fastening design for Page: 2 of 3 Location: Quotation: Hilti Inc. BEAM TO WALL CONNECTION Project: HOWARD RESIDEN PO Box 21148 List No.: Tulsa,OK 74127 Phone:1�00�78-8000 Phone: Date: 10/22/98 Fax: 1-800-878-7000 Resp.:REF Name: REF Setting Details �� Kwi k Bolt I I - 1/2"x7 -,s a�=o�'>"�'�:a�'� '� 9 �.�,9 . '�q�A�a�q�. Tinst Recommended Rotary Hammer d0 � o Sw � TES, TE15, TE18-M �bi , po -�•�¢..�•o, s ::ga�t�gr�t�'� ` � Recommended Hilti Drill Bit hnom tfix �/2�� h� h Width across flats 3/4" tightening torque: hmin < h < hnom: 40 ft•Ib h >= hnom: 65 ft•Ib diameter of clearance hole: 9/16 in minimum member depth: 3 1/2" thickness of anchor plate: 0.32 in more details see packaging! Data arM results must be checked for agreement with the acWal e�tisting conditions and for plausibilityl HIDU-CC J2.2 O 1987 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hil�AG,Schaan I Customer No.: Mchor fastening design for Page: 3 of 3 Location: Quotation: H�h��^�• BEAM TO WALL CONNECTION Project: HOWARD RESIDEN PO Box 21148 List No.: Tulsa,OK 74121 Phone:1-800�79-8000 Phone: Date: 10/22/98 Fax: 1-800-878-7000 Resp.:REF Name: REF Results for HKB 1/2"x7 Anchor 1 2 Vx [Lbs] 1200 1200 Vy [Lbsj 0 0 Vres [Lbs] 1200 1200 N [Lbs] 5 5 Res [Lbs] 1200 1200 F rec. Tension [Lbs] 1617 1617 F rec.Shear[�bs] 1372 1372 Setting depth [in] 6 6 Influence edge fRV 1.00 1.00 Influence edge fRN 1.00 1.00 Influence spacing fA 0.70 0.70 Data and results must be checked for agreement with the acWal ebsting condiGons and for plausibilityl HIDU-CC�2.2 O 1987 Hilfi AG,FL-9494 Schaan Hilti is a registerod Trademark of Hilti AG,Schaan � � re6Eu R yyy5 pa � � x'-o' � v;��� 4 3000 P51 CONCRETE r�3[=a� � � Y-o' � '-o' � !-o' �. !-0' � �'-o' �. (-o' � Y-o• �� W�8M6-W1.4KW1.4 WNF 4L C W \ Nq00 FRAMING ��L__ - 7.5 VL Yfl DECK \ y t 5 Pa�� �V w00D FRAMING W/JpST HANCER� CONCRETE ROOR fii'5P �eS�tQ S_� ______- —y �61ef D �l.5: 8 R � C} WB%24 '� o %74 (2)1(N1N BOIT II-1/2'%Y h � W � N[. O _ �2 N e d � � BEAM CONNECTI N BEAM CONN CTION � N� s-�w�c:,+ .i-o s-,scwc: .�-o W �'y� o�W�: 3 ♦ 4 (." a 5-1 5-1 5-f 5-1 b '�" c��� � m .� 4 � g9 s-i s-i �n � W ^ � CONCFEIE FLOOR CdJCRETE N��AT 32�OC t —y BLK.WALL __________' E � STRAIGHT DNLS.TO MATp1 $IZE AND SPAqNC OF W8%24 �LR7�CAL RONF. 2 5 2O _ s-i S_� SUB ON GRADE q r+o�: �.awrm r.w¢ro rwi�n��a smrs .r�r a.�ws a I X.1ND iR/JIMG I Y IL GEpI W1X CPIGPEIE I . _ C . FOOTING North p �� BEAM TO PANEL CONNECTION � �M� „ ��� �� ¢ C�MF,U.WALI B LOW GRADE � a : q � a � � KEEPER BAR 1'S0.:4' 2-0 EA.SIDE OF F7.N1GE W8X2�W/80T.5/e'PLAIE Q J a'�'"``°"""",�' CORNER a '� 1°"'""Lp1���'�'�m�.'�"� 1-p�VERT.IN CONCREIE l.7 raam+'wowvan b� PROVIDE CORNER BARS FILLED CORES FROM FTG.TO s ooxmKim suu rtw1w.ui[a�rril wart uo w 9 SAME NO.4 SIZE AS `ABOVE BEAM � mus,�imm m reRaa.wK u�orw�a nc 7HIS BOND BEAN REMF.OR BOND BEAM AT TOP OF WALL � �^'� SIDE BEND BOIJD BEAM REN/F. Q W KEEPER BAR 1 Y ARWND COftNER a ��uauo ws�anw m ncr N.r x+cwu w. _"__"' �o�rywuQr.n��� � 4 7 r0 PLATE ONLY ONLY ("" �U .ow.+e aow.r.a+o.�a.1:oe�nc�wsr z-o' Y4 BOND BEAN REMFOftpNG ' ' -_"_' _� �W O ro,vo u¢mx uws wwc m.s�e�e�. 3/8'7HIq(BRG.PIAIE _ __"_' . �.��A���+ SLIDING CONN. FIXED CONN. M�N. M�. oQ w MOIR 6 IIE W4AR11W OP�NI�B NC �,,,�,,�F„„,,,,,,,,,E�,,,,w,a„� 1-y5 VERT.M CONCRETE o v, z u�am�vvc�mmo�w rxr�auc m�na.m FlLED CIXtES FROM FTC. J W Z > �cx�masucnm on,um Mmaw�a iuxq CONTROL JT.AT SUOWG ENO EX7END HORIZ.WALL REMF. 70 BEAM BRG.DWL.TO FTG. �4-' ���M a�p,� ___:._�___--_= IN70 REINF.CORE f �""��"°�0N0�"�"YO°"° RG PROVqE SLIDING 2 BAR CONDITION w Q y CONN.ONE END k FI%ED � PRONDE CORNER BARS z Q a Z �CONN.OPPOSITE END INTERSEC�ION �,� SAME N0.&SIZE AS Q,3 � u'o�im mrcnuia c mi msneenox mo.w�n BOND BEUA R�EµINF.OR MOUND�CJORNER ��F. l72 I O MASONRY WALL SEE PLAN BOND BE/JA REINFORCING FOR RONF. TYP. LINTEL IN MASONRY WAIL TYP. BOND BEAM REINFORCEMENT /1TYP. REINFORCEMENT FILLED CORE� � s�srxc:.,s :-,scucxrs � � PURPOSED HARD COVER 1300 SHQRELINE DRIVE � �-- ----------------- --- -,�� -- ------ -------- ------ -_ ._..�._....___._ _._..._.._..._..._.�_...._...._.... _...._ ..__r_.._. ....._.... - , . ; � RETAINING WALiL ��� I : , , � ' ; , �-- -------------�.. -----— ------------ ----� � ; 1 '; ----<s�s------- : i ; � �-- �---�°° -23'' LOT SZE 193�7,5 sf f ���^ � �.����� � _ � - _ e ;� .- , ; �,� , ,; , � ��� �.,. . � � � ��_��= � _.r; �, �a����.7 - ', ' iI --�—�� -- � 2aC sq fr � '' X�944.42' I ., r �� M _ ._ _ � ' _ _ �._ I '� ' STRUCTUR� COVERAGE _�� �,_-- - - _ . .._ _...._.... � , - - ( i �� ' ALL�WED 15% = 290$.125 sf �� _-� � t-- ".�'..—°"""`—"""'�". ' I'GARAGE 29`x 30' _$85 sf HOUSE 50'x 40' = 1980 sf � ;� , � � -�-O-�AL S-�-RUC-�-URE 290$ S� � j � � 944.0' iJ'clt rt"v .�;% 94d 5' � �� � ' � I c� X TU UPPE� . ,`� "�' BASEMENT 93�, 0_. ` N � Basement floor=935.67' � ,.a:�R:��;�E.,; ,i GARAGE j ; ���',� � FLOOR=935.0' Main floor= Basement+9.5'=945.17' � HARDCOVER ALLOWED 35% = 67�5.63 Sf : ; ' � � _ HARDCOVER CALCULATIONS: � -{- --- 49'y --- �---� . � '_ =- -- - --��------- . I �µ�2� FRONT DW & ENT. 2573 sf .� �� N _" ' "' 'Z ��" � s, �,� FRONT ENTRANCE 3"x 13� =sssf ___.;,a DW TO UPPER GARAGE 704 sf r ---- - _ � - _ ' ' ' REAR SIDEWALK 100 sf � ; ' ` �; � ' �h � ^ M i WALLIS ING \ ! �3�.fi? ��. '.JL_ _ _ _ _ e _ � _ _ _ , _, �;-----,V � __ _____ �'' BACK PATIO 246 sf � , � �` LOWER PATIO 96 sf �, _ _ �- -- ,� � /� ' �""� � HOUSE 1980 sf , ; � ,X � �� �as ��, I °� ,����� ��`� � � FRONT ENTRANCE 39 sf ; �d ;' ���,�����;ira�vv,���.. � GARAGE 885 sf � �, ���� .� ��� � _�� - ,�� ,� - � � ' ��' � � G WALLS s � � � � 150 f I � x � �� � _- 181_- `� RETAININ I934.67' ✓""'" ` ✓ j ', ,�� ��ar�r '� � ���� ,� - - TOTAL 6773 sf � '�� L,�+�i}�� � �-1,5 Fi---- --1�'�� - � '. � �NT. � ', � , ,�: , ��� i ; �,�, I �s2 ' r � ; ��""'"� � � � � Scale approxmate1 inch - 20 feet � �-�-1�� '—WETLAND SEFIBP.CK26' � �-3f 934,0' � u?�.�..� � jos � , � . � o. �- � i � �o � � o � , . T_�______- ,._ __'�______-_.-__________928._._._-___-_ ._______ -.____...__...____..-__.. __.._.._____ � i � �� '� � ' ' ' by Bob Howard � i �,�� � � � �� � � - �..�. ._....�.�.� _ . August 1998 L '; ------eo� �_--- � �— -1so ___ 9c— --- _ _ -:----- � J Hafdcover2.pl1 -� —=�- - ---__ —1 DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED � '��`�� t:3a PERMIT NO. COMPLETED ADDRESS �3 �`� ���i��� �� OWNER Q oh �`�0w A2h CONTR. TELEPHONE NO. � DESCRIPTION f�'""��Fn�"� SNS�- � 01 FOOT1NCi 11 MECHANICAL RI 18 IXCAV/ORADINCi/FIWNCi y 02 FRAMIN� 13 MECHANICAL FINAL 19 LAI�SHOREJWETLANDS Q 031NSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q Z OS FINAL 14 SEWER HOOK-UP O6 PROCiRESS � 07 DEMO—SITE 27 SEPTIC MAINT. 21 COMPLAINT v W 07 DEMO—FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBIN(3 RI 23 SEPTiC FlNAL 35 HARD COVER REMOVAL v 10 PlUM81Na FINAL 28 CEDAR SHINGLES 36 FOUNDATION REMOVAL � OWNER/CONTRACTOR TO MEET YOU: YES_NO � COMMENTS: � W a j � uv� iD 5 D(.� V10 � fi V(, +r' 0 � u5� � o � � � W � Q � Z W � W � j d C WORK SATISFACTORY:PROCEED - PROJECT COMPLETE W � L CORRECT WOflK&PROCEED �: ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PEFMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR '�- CITATION ISSUED ❑ INSPECTION REQUIRED.CAIL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.47�73�J7 OwnedCoMr or o 'te: Inspector. -F �1C.� Anf fo Whi Copyllnspector's File Canary Copy/Site Notice DA E / TIME CITY OF ORONO CALLED IN /�'�/�� INSPECTION NOTIC _ scHE�u�Eo 9$c,� .���� PERMIT NO. �d'g�COMPLETED �0 '�S"'�U � `� ADDRESS C� � ' OWNER CONTR. ry✓ TELEPHONE N0. —��� � � DES ION � 01 FO 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � - O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE ' 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 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 � OWNER/CONTRACTOR TO MEET YOU:_YES_NO D COMMENTS: �ARTc W��-- � � o .k -� p��2 � � O �' Cl.J�7-71/�� C�Q S�v i=C' t/�.r U /�-�/� �� (�-�. � 0 � w � Q � z W � W � j tdy�NORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑ CORRECT WORK&PROCEED �; ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. � pHOTOTAKEN �NSPECTOR WILL RETURN O STOP ORDER POSTED.CALL INSPECTOR ❑ CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 Owner/Contractor site: Inspector. White Copy/lnspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO �/� CALLED IN INSPECTION NOTICE �(����r� SCHEDULED PERMIT NO. cOMPLETED �� ��" � (U �(�- ADDRESS y 3� 56�K�Gl�I,� OWNER CONTR. TELEPHONE NO. � �D.�SCRIPTION W �U/FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 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 � OWNER/CONTRACTOR T MEET YOU:_YE NO � COMMENTS: ��'e'��-' �'�`�'�r � �j � �c � ►2a �— a � � O a � � - � �� d �` S� W S //�- � � � Q � Z W � W � � d W WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE ❑CORRECT WORK&PROCEED C ISSUE CERTIFICATE OF OCCUPANCY ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. C PHOTOTAKEN INSPECTOR WILL RETURN C: CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnerlContract on s' : Inspector. White Copy/lnspector's File Canary CopylSite Notice DATE /�TI�ME � CITY OF ORONO CALLED IN �� L ` �j �� INSPECTION NOTICE SCHEDULED �� "� 3- � � PERMIT N0./`")�C� ,7 / � COMPLETED _ � n ADDRESS I�� ���.�C.�, /a't� „ OWNER�X�-�C�.�-�.�-� CONTR. ����-1 TELEPHONE N0. .'��b��'��C c� ,�-& tl��r t�vZ� G�C�tr,9�� � DES ION 1 FOOTIN 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING AMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 OEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO fl COMMENTS: � W � � � O a � O � W � Q � Z W � W � � d�WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W � ❑CORRECT WORK&PROCEED W C ISSUE CERTIFICATE OF OCCUPANCY O �CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. C pHOTO TAKEN INSPECTOR WILLRETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnerlContrac Inspecto . White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN �. 3 � INSPECTION NOTICE _ (��?� SCHEDULED � �`i - �9 PERMIT NO. %L� � ' COMPLETED ADDRESS l 3 �� ����-1 ti-t ✓�2� `'� OWNER ��� �'�w��✓' CONTR. TELEPHONE NO. �� � �'S-s� C.�� ��l� �� S �{ � DESCRIPTION � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q �2 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETL4NDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL � 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Z Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-liP W 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL � 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL J � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COM�I, \ d � � � � � � O a � O � W � Q � Z W � W � � d ❑WORKSATISFACTORY:PROCEED Cl PROJECTCOMPLETE W � ❑ C RRECT WORK R PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. � pHOTOTAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR C' CITATION ISSUED ❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Call for the ne t inspection 24 hours in advance.473-7557 OwnerlContr ite: Inspector. �� White Copyllnspector's Fi e Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN —�,. � INSPECTION NOTICE� SCHEDULED �2 �"" PERMIT NO. COMPLETED � � ADDRESS jcJG� �,1���L YL.C� �- OWNER CONTR. � �� �� � TELEPHONE N0. ��'L� �Q��� � DESCRIPTION W�1� '�tvEw ��" w�,8�'� L� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS h 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP W 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL = 10 PLUMBING FINAL �/' 36 FOUNDATION/REMOVAL J � OWNERICONTRACTOR TO MEET YOU:f YES_NO � COMMENTS: � W � � J ' J/I Q l'L�7Z�- O� � ��l �'Cr7�v'r � � � n Q�� ✓z � s� �. C-� � � d z W � W � j � ❑WORK SATISFACTORY:PROCEED C PROJECT COMPLETE W ��CORRECT WORK&PROCEED f� ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY 0 BEFORE COVERING PERMANENT C�CORRECT UNSAFE CONDITION WITHIN HOl1RS. � pHOTO TAKEN INSPECTOR WILL RETURN !- CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Call for the next inspection 24 hours in advance. 249-46�� OwnerlContract r on site: � Inspector. �Q��-�"� White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED ` -�'�� �� PERMIT NO. COMPLETED � � �'" ADDRESS a� - OWNER CONTR. TELEPHONE NO. � DESCRIPTION ly� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q O5 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DtMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP W 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL = 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL J Q OWNERICONTRACTOR TO MEET YOU:_YES_NO Z � MENTS: � /L7 ✓ ve � a � J O � � O � W � Q � Z W � W � j d ��7�WORKSATISFACTORY:PROCEED �— PROJECTCOMPLETE � f l7 CORRECT WORK&PROCEED ; ISSUE CERTIFICATE OF OCCUPANCY � ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑ CORRECTUNSAFECONDITIONWITHIN HOURS. i- pHOTOTAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR ' CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. 249-46�� OwnerlContract r on site: Inspector. �C(�C°�1 � White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED � PERMIT N0. COMPLETED ADDRESS .�.��� :�-�>�� �i� l� OWNER� � r G��t•�� �I�/J7t.�- CONTR. TELEPHONENO. ��� (� -� a ��� � DESCRIPTION /- � l�`� � 01 FOOTING 11 MECHANICAL I 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FI 35 HARD COVER REMOVAL J 10 BING FINAL 36 FOUNDATION/REMOVAL _ OWNERI ONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � ,,�.�� � � , : a u...�7�' `(�,��i' :����,�,��:� ;,�� �..��� �,` '�'� � ; r .�. o ,L,. Y. 1�.n� r^'� ;'�a��,`�,� 4��, � y, - � ,, �;�, , . �.. q'-�,,:. �i t -' i�'C �' W 0� _. Q ' � � � � � C�"��l��i �:1�u��-,:ro C�? ��: W . . , � s j ��"}� �n i�+, '1 ��J. � . c �j i!�,��� , `°,.. t V� l, d W ��WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � �❑CORRECT WORK&PROCEED ❑ISSUE CEfiTIFICATE OF OCCUPANCY W � ❑CORRECT WORK,CAII FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the nex�inspection 24 hours in advance. (952� 249-4600 OwnerlContrac�or on si#e: Inspector. `� � '"�'�t�`�:� White Copy/lnspector's File Canary Copy/Site Notice h0�i�? �� DATE TIME CITY OF ORONO �---- CALLED IN Q /3 0 INSPECTION TICE SCHEDULED 'S_ G� PERMIT NO. d��798� COMPLETED `�'S � �`� `� ADDRESS �3od J OWNER CONTR. " TELEPHONENO. �f�"" -��D� 1.��� � DESCRIPTION ����c.'� l.l.��'�-r"C � n1QsL.1C'-��� � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION � �FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT v 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATIOWREMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � r �/ � � � /� � /1 '�i�>L-'`�- i /'J -1 f�L � � � („�ri� -+-e= �,�; ��1; >f�;i �f'7 "J O � W � Q � Z W � W � � � d W ❑WORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ppHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL�NSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (g52) 249-4600 IOwnerlContract n site: Inspector�C�'� L� White Copyllnspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO Q/ CALLED IN ' y"G � INSPECTION�TJ��98, SCHEDULED - PERMIT NO. � COMPLETED ADDRESS r�i�O �5`'IoIP /'"olra �„(2. OWNER CONTR. �Q � ��S• TELEPHONE N0. � • � � DESCRIPTION L C%�L — �.�/I�S�C--� , � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 F 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y NSU ION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z ALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC AAAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATIOWREMOVAL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: � � o i r S t � a � ° p0��'S�O �+�tC�✓ W Q P a28�g �P ✓ � z W � W � , � � � ,�RKSATISFACTORY:PROCEED ❑ PROJECTCOMPLEfE W ❑CORRECT WORK 8 PROCEED �SUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CO'VERING �pERMANENT ❑CORRECTUNSAFECONDITION WITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REOUIRED.CALLTO ARRANGE ACCESS. Call forthe next inspection 2a hours in advance. (g52) 249-4600 OwnerlContractor on ' Inspector. � White Copyllnspector's File Canary CopylSite Notice DAT TIME CITY OF ORONO CALLED IN -I -e� I C'��� INSPECTION N TIC c SCHEDULED �-l 7-�� �— L' `�� PERMIT NO. � � � COMPLETED �'/7� �=� ADDRESS (� d� ���-�� OWNER �:��-*�— CONTR. � � �c.'-z�h-� TELEPHONE N0. � DESCRIPTION l � � n`� l� 01 FOOTING 11 MECHA AL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHA ICAL FINAL 19 LAKESHORE/WETLANDS � 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL � 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Z Q OS FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPIAINT 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 � OWNERICONTRACTO TO MEET U: YES_NO � CO MENTS: � r1S � S � � � c� �S � 1�_ � Ys r c� c'- �s`P �s ow� o . � rt� � �, s c �7 e o � � � � � � PS n sSeS �'J Q z � . �. -e 5'�-- �2� o�e . 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R° z ;0 Z CA Z X Z W ;u z � M 71 {" rl P m Pel M M— M 0 0 co 0 CO d n m0�; MOWzZ `� Z '0 ::E:E O 0 0 X OF I -� ®z zM� X p a � p =� o z µ � x 0 0 �, —III (i l—_ �, _ 0 � —=111)1({ I I h� � X C7 N D S' O z III---� I L.i I I— - M > D m D 000 — —' - v, u -'i ;0 ii z � . m r m z -Il > --q a) N I 0 M u T I O z III m U) W _ I `.'' D D z x D —III y O X N I Z M i II i ;;0O II- r r{ Z i II > X C7 z Ll L0 Z r- N 3 1/2" ` 0 -r; cxa m I I I ' O — ;� n 0 4 / z ►— t= N D 0 U' ; I I I 1 0 o �' Z 0 tT �Om i ii I z O m i I I i v �m I ii s CAr G7 Z > n r of j 0 = O Mr- M O a0 p-:00 U) �� K OLX �m REF No. REVISION DATE BY Inc.I herby certify that this plan, SHEET GARAGE FLOOR FRAMING PLAN D>rN Engineering .Enter %ses, Ispecification, or report was prepared by g �'Me or under my direct supervision and HOWARD RESIDENCE DATE 10/22/98 that I am a duty Registered Professional 715 FLORIDA AVENUE SOUTH, SUITE 4 06-$ Engineer under the taws of the State of S SCALEM;Uh`n'e-s/qta. R09ERT E. FERGUSON, P.E. ir4•=1-o• - GOLDEN VALLEY MN 55426 T 612/546-8500 O R O N O MINNESOTA 9848PROD. No. Reg. No. 20720