The URL can be used to link to this page

Home My WebLink About11-11555 � CITY OF ZEPHYRHILLS `' 5335 - 8TH STREET (sis)�so-oo20 11555 BUILDING PERMIT Permit Number: 11555 Address: 3925 QUAKER RIDGE ST LT 71 Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL. Class of Work: SHED INSTALLATION Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: MAJESTIC OAKS Est. Value: Parcel Number: 24-26-21-0000-00100-0090 Improv. Cost: 2,407.50 Date Issued: 2/25/2011 Name: NHC-FL115 LLC Total Fees: 75.00 Address: 6991 E CAMELBACK RD STE B-310 Amount Paid: 75.00 SCOTTSDALE AZ 85251-2493 Date Paid: 2/25/2011 Phone: (813)395-6882 Work Desc: INSTALLATION 10 X 12 SHED UIL I 75. 0 ,�,� j/ ��v�� i P SHEATHING FINAL � REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site � plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." � CONT CTO IGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City ot �ephyrhills Nermit Appucation ,, � rax-tsis-iuu-uuz� Building Department � 1 /SSS � � lt � - Date Received �'2 2�� I Phone Contact for Permittin �s � — � 3� C �� f � �I' Owner's Name ,�N� /u � �U/e (J L Owner Phone Number a � � �� `�� Owner's Address d�a� uAKFiQ �/�C7t s� Owner Phone Number �� 335µa-� Fee Simple Titleholder Name � Owner Phone Number Fee Simple Titleholder Address � JOB ADDRESS � L/ t��2 /�� 4 L� 5 � LOT # �� +SUBDIVISION //��T��i/C �J'•Qf/� p7�ARCEL ID# � 2 � v�� ` �� O� � (OBTAINED FROM PROPERTY TAX NOTICE) �WORK PROPOSED NEW CONS7R� ADD/ALT � SIGN Q Q DEMOLISN INSTALL REPAIR PROPOSED USE SFR Q COMM Q OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME Q STEEL Q `�' DESCRIPTION OF WORK ��✓j%�-C-i/Ur ' IOJ� /� dS.��D' , C1 BWLDINGSIZE � �� SQFOOTAGE r �v HEIGHT QBUILDING $�� VALUATION OF TOTAL CONSTRUCTION QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. QPLUMBING $ QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION QGAS Q ROOFING Q SPECIALTY Q OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO � UILDER - _ � � COMPANY �Ul/rll7� GNATURE � REGISTERED Y/ N FEE CURRE� Y/ N Address ' License # ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/ N Address License # � PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/ N Address License # �— � MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/ N Address License # �— � OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/ N Address License # RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,. Minimum ten (10) working days after submittal date. Required onsite, Constructlon Plans, Stormwater Plans w/ Silt Fence Installed, Sanitary Facilities & 1 dumpster; Site Wohc Permit for subdivislons/large projects ., 3/ I 6" GALVANIZED CABLE TIE DOWN ENGINEERING PART SIMPSON "LSTA I 8" 20 6A. S5 I 556 (OR EQUIVALENT), STRAP TIE FASTENED WITFI TIGt1TEN TO 500 LB5 OF TENSION (2)-2x6 PRESSURE ( I 4) - I 00 NAILS TRPATED SKIDS (7-FASTENERS PER MEMBEl� "� USE (3)-3)16' 6ALVANIZED GLAMP � TIE DOWN ENGINEERIN6 PART 5/6' DIA.x3" IP.G BOL7 WRF1 2' N53H06 (OR EQUIVALEM) WASNER, 3" EMBEDMENT A449 �,1�\� /� /` �.5c8'zl6 � � 6ALVANIZED OR EQUIVALENT ' I 10 MPH WIND 20ND- ��//.�/j� F�ACK ��' l � / ,./ I/2' DIA. X 30" GROUND ANCHOR � �� ` � � o MPn w�N� zorao- '� "� WITH SINGLE 4' NEIJX ��/��%\�% �% � 5/8' DIA. X 4' G N F10R (MODEL N59055) FOR SOIL CLASS 2 /� /� / WITH SINGLE 6' NELIX I 30 AND I 50 MPH WIND ZONE - ��\� \�� (MODEL /"59060) fOR SOIL CLA55 3 � 4'kdk I 6 ` 5/8' DIA X 40' GROUND ANCt10R �� 130 AND 1 50 MPM WIND ZONE- ��, � ��BIDCK �, WITFI SINGLE 6' I1EL1X � �� 5/8' DIA. X 48' GROUND ANCHOR >j � ��%/ (MODEL d59060) FOR SOIL ClASS 3 �� j �� WITH SINGLE 6' HElDC �\ ��•.\��\� ry \�� ! (SEE Gf1ART FOR QUAMITY) ;. \ �l�' (MODEL �f59065) FOR SOIL CLP55 3 �//�\�` ��f GENERAL NOTES (SEECFIARTFORQUANTfiY) ,,\/\�; � �� 1 DESIGN FOR MIN 2,500 P51 GONCRETE 2 ALL FiELIX ANCNORS MUST MEET THE MWIMUM WORKING lOAD OF 3, I 50 �bs. AND ULTIMATE LOAD OF 4,725 Ibs.; ANCHORS MUST BE INSTHLLPD TO MANUFACTURERS RECOMMENDATIONS ANY BENDING OR DAMAGE CAUSED UPON INSTALLATION WILL VOID ANCt10R AND MUST BE DISCARDED ANCt10R CFIART 3 CONTRACTOR SNALL VISR Tt1E SRE AND THOROU6HLY FAMILIARI2E TFIEMSELF WITH EXISTING CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR MEFfING SOIL �� b � �� '� � CIASSIFICATION fOR SIZING HEUCAL ANGNORS. �'A'� �K�� "' %� �"''�� ` � � 4 ONE ANCtiOR SHALL 8E PLACED AT EACH BUILDING CORNER WfT111N I 2" OF � ��uTM �'� "��`' "`�`' ( N�ILK71?`�EKHY�E' CORNER 6 10 �'-b" � 4 <^ - 6 I? �'_b" 4 2 2 - - 5 ANY REQUIRED INTERMEDIATE ANCNORS SNALL BE PLACED EQUAI DISTANCES a p ;�.b�� ? APART FROM EAGIi UTFIER. p �O ��6" � � � 6_ Tt1E ANCFIOR MU57 BE W THE SRE SOIL CLF55 IN WHICH THE LOAD f3 is i'-6" 6 1 REQUIREMENTS WERF SET a i� i 6 3 5 5 7 USE TIE -DOWN ENGINEERING (OR COMPARABLE) 1/2' X 30' GROUND ANCFIOR a ib �''6" 6 2 5 3 3 WITFi SINGLE 4° HELU( OR 5/H" DIA. X 40" GROUND ANCHOR WfTH SINGIf 6' HELIX �� p ��"�� , " 8 TESTED SOIL CAPACITY FOR TIE DOWN I/2' X 30' ANCHOR = 500 fT LB. �� ' �'a" 6 _ ? ? � 9 TESTED SOIL CAPACRY FOR TIE DOWN 5/8' X 40' ANCHOR = 375 FT lB �O N �'-0" b _ 5 � � I O INSTAIIATION OF TF1E ANCHORS MUST MEEf ALL AT REQUIREMENTS AS SPECIFIED �O Ib '7'-0" 6 _ 5 5 3 10 20 '7•-0" 6 � 5 3 BY TIE DOWN ENGINEERING, INC TO INCLUDE RPQUIREMENTSIN5 FOR SPACING AND i0 :4 7'-0" 10 � , � 5RE SPECIFIC SOIICOND(TIONS iO �O 7'4" i2 7 y 5 I 1 MAXfMUM STRUCTURE NEIGttT IS 1 2 FEET i2 iz e'-6" 6 � ='� I 2. ANCHORS ARE FOR SPECIFIED SOIL CIASSES NEEDED 12 i� 6-6^ e 3 3 } DESIGN PARAMETERS �2 �b b'-6" b ry 5 3 12 ?O b -6" � � � 3 I WIND DESIGN PER ASCE 7-02 ia 1q 6'-6° i0 2 9 9 9 2. DESIGN WIND SPEED - I I OMPIi - I 30MPH - I 50 MPN 12 70 6'-6" �2 2 5 5 5 3 WIND EXPOSURE CATEGORY C i2 x 6'-6" N 2 6 6 6 4 WIND IMPORTANCE FAGTOR: i A �� '� b'-6" �6 2 i " ; 5 ENCLOSURE CLASSIFICATION: ENClASED �? 49 6' Ib a � % � 12 'A 6• IQ 7 Q � � 6. DESIGN MEETS INTERNATIONAL BUiLDIN6 CODE 2006 � FLbRIpA BUILDING CODE iq t4 6'-6" i.^ � 5 3 3 2007 4 2009 SUPPPIFMENTS TO FLORIDA BUIIDING CODE 2007 i� i6 6-b" 12 � 6 3 5 SOIL GLASS DESCRIPTIONS: �� 2� 6'-b" Ib 'I 5 7 7 I9 ?9 b•-b•' 20 9 9 q 4 SOII CLA55 2- VERY DENSE AND OR CEMENTED SANDS, COARSE GRAVEL, i9 'A b�"b�� 2q , s " ` COBBIES PRELOADED SILTS, CIAYS AND COARL. A TEST PR08E TORQUE VALUE OP �� b 7Q � 6 6 b I� 10 6 5? 9 ' � 550+165-m H 14 6'-6" S? A � i � SOIL GLA55 3- MEDtUM DENSE COARSE SANDS SANDY GRAVELS VERY STIFF SIL?5 N 50 6'-6" �6 'I � � 0 AND CLAYS A TE57 PROBE TORQUE VAWE OF 3 50-5 5 016s-in DES16N FOR. LARK BUILDERS 409 DICKSON STREET � VIDALIA, GA_ 30474 Haney Associates, Inc PROJECT NUMBER - 06EN224A EIIgIIICe 8c Constructton Planning INV�otlY'eef BrMlt,��Wln, DATE. APRIL 1 st, 2009 Sheet I OF I �a�� . � .� �� j �� -� � .5'l�T . � r . j � ' ''�CcPR14a r � � K NOTE. THIS PLAN I1AS BEEN UPDATED AND SUPERSEDES ANY PREVIOUS COPIES �+- �,.p�� u � � w �i� � t�. 4 ° `� = m O m `� � °' > � � `�` t� $ � � Q Q � . � 7 � a u �` 2 r l) � Q W lfl IL IL IL lL IL IL IL IL IL IL Q O � a o ��O O W UUU h 111 k� d1��t1� ��DI► ~q tn , Q � � U� m c n� o� t�` I �ry �(1 ul � � W r O O O O r r � U . fl � W m�n'�� o goryon$oog �z � � � �v � � � � � � � ��M1lIWVk`�SN d� o ~Z � �o � � 4 c � } ,� 0 �"lllk�,lhf � � ►_ p - C��Z �U � v !� v Q u u� u u O J� O p �� F V v Z �� Z� � � �� 4 1 b� M�IA '�` � W '-` � � �'� Z �' o � � � ° Q o W � Q � � � Q � u � ;� L � � Q� R� �Q= `NNNN� � Q� u � W� Q��- w �W � Q Q ��" N 0� � � Q t(1 l�L � U E" Q� V� ln d lA lA Z Z � 0 Z W�� O 2 J 2 S�� Q� W W F Z 11J (� p � � ~ �m V J � 2 �Z O �� O � j��Z u� _ OO W W Ul �� O O�,_ U � ! Q � Q�� J J �lSl � Z� Q` IL IL IL Q Q W� W � H � LL� Q Q Q Q Q� Q- S� A I d A I I Q 2 I G S' I' I 1 H 2 I A H d� Z � �-- W�� Q x o � � Q Q o� z �� W-° o a o a z o ra u> \ Q �W� OOO o-' � OJ2 � � o o O �ll QI�1d�Q0� �12�I.��'I�'ib'NOI,Lt�N z � J � � Z a � o � � a� � � a o ° � �' z ° � � f � � ° � g � o � Q � � Z � jJMQ'II[16 t�QRIdZ�! `S�QO� iJAII � � � � ? w m o v � � � � � � � � � � v � � Q � S Q � , � `;- � � � z z � _ � � � , � 'I'IE� HJ.IM A7dN(0� ZTdHS ?RIO = c�i ai v�n � r- �o s o _ cv cri �t in � r n � � � � W �, � N � V F- � � � � Q � � � �o�4Q z z � ~ O � O -a O O � � w 9 �� N N z z Q ~ /� .(� X F- z O O�� z � 4 N ��<� 1L � � ' ~ Z N 2 O F- F- l� l� � Q J 2�n � v' V iJ� v' (�� J Q � Q W w N � � � 3 � � m n , � i.� (� Z � � W _I _I -� � 2 �y m � � O � Z lL ^. � Z � Z � J � � � � ¢ S ��$ p0 i�--� —' W Q��W Q� $�� Xw �tL � � ��Q � �> Q� � Q � � � O Q � � d C� a IY !Y Z J J J J -_ N � � � '(� _ � � O O � � � � Q � � o � � � � � � vi u z�� n �n u� F� N A[a Q Q O � OQ � � w � m � � \ � - � Q ,� j N J w � v v Q Q Q Q Q Q Q a� a O � Q Q Q Q a pp � � W Q Q Q „�j � r Vl � � � !� � m 6 z �� Q v �(� ., .� mZ�� V/ �- w 1 ��.•..�.�� H � � i�i �Or � ��= F _ y � � �� , � � � �� _� ~ '��.. Q q o � � •'�� -� �' ° "�s �4 p v U �n � t � � ,� � � `�_ �-�- Q Q Q O Q N Z � Q:Q,�� N� 6 ��: r n �i� oQgO N- N N � i�:�u � (� J�:N � � m� W�� W� � V U i Q'� p UI ?: k i �.N��\�� Q W� � Q O V ? i c� • d' W C� O�r �., „ 7) r`flN � � � Q z� � � � ��,� �:�� Z � �2; �� ,,... . „�,�� I� � �m � o � � �4 ''••., n, . • .�P .�': � ao b • � � �o� k- — 7i � o Q S J � 0 4 0 � �,�� ..*.. • 5_ f� .o� ap �'��6�',/: Q Q� ��- � O � Q � � Q � � Q �� ?N � { C7 : i � Q u�i[ � o-� � Q Q � r� �:,u cn o�r,=:� "' = a o� � Y Z . O � � ./� J�� 7— N lL IL J J �� Q �_ � 7.,�� ' �y ,.� 1( �-�f: tA �p°QQ "N� �� P �;�- '�,do'N�. ..•• F= U Z = W� � Z -� w i�(1 � Q � � 4,� <� �.v� �6 ,��``•_ .v � Q~�� N�!� � w <in Z. U � V'� Q O Z u� CC � W c� `-rv � ~~�¢� oW �� o �� Z � ``20 (� �Q �-�� (� z��F?� �~ry m � �� k. � Q� * � � �� wd u.�s:z sooz�is 1i- Sheds Plan Review Comments 1) All property markers shall be fully exposed at time of inspection. 2) All sheds shall be installed and anchored per manufactures specifications. 3) All set-backs shall be met. 90 sq ft or less is 5' set-back. Greater than 90 sq ft the set- back is 10' 4) Only 2 accessory buildings per parcel. 5) Sheds shall not be rented or inhabited. 6) Must meet and follow all conditions of ordinance:780-01 7) Not to exceed 16' in height at peak. 8) No other work shall be permitted (framing, plumbing, electrical and mechanical) unless otherwise specified. . D25CI,OSIIRE S't'n�►rtFtar .FOR aWI�R C=TY OF ZEPHYRHTT�T�S HQ=T+D�G DEPAFt_.'^"�•N'�' , have read arid fully usiderstaad and I, - agree ~to the provisions of �this insts�►erit. The uridersigned .states and affirms that he or she is dQSirous of constructing, resiovating, adding to or seroofiag his or her o�rsi domicile that he or she said domicile, as�.d same is not for actually occupias, or vPi11 occupy 3�Y �1.� � followiiag conditions• •rent, lease or sale. That he or she shall comply ' 1_ That the owner aad_he or she alone sha11 act as the bvilder for a11 Phases of constzuction. of Ze h hills 2. T23at the owner wa:11 comply with a11 provisions of 'the City P 1'=' ordinances and codes pertinerit to the buildiuJ• 3, That in t2�e enent vazious phases of construction are subcontracted, he vrill p�l gaqe on7.y•properly licensed subcantsactors and will PEr soually supervise such work. 4. That in the event the Building Iaspactor shall rec� corrections to be made, the owner wi11 assume full responsibility to insure•they are made, and upon completion will ca1:1 for a reiaspea'tioa before proceeding with the build7.ng. 5. That the owsier sha11 assume full respensibi]-itI' f°i' �e constructioa axid wi11 not expect_ supervision o£ his work from 'the Cit1' of Zephyrhil7.s Buildi.ng Departm�t . 6. That prior to final inspection any additional fees, 3.ncluding reinspeotion fees, must be paid ia fu11. A writtari rsquast from this office sha11 constitute an official notice to pay adcli.tional fees • - 7. That the owner sha11 comply with a11 City State and Federal laws in regaLd to social security, workmaa's compensati-on, lien 1aws, etc., where applicable. B. That the owner sha11 comply with al1 the safety codes issued by the Florida Industrial Com�ission. 9. State 1aw re? const to be done by liceased contractors. You have applied for a per�.t under ari eaemPti-on to t�at law. The exemption allows you, as t�e owner of yovr property, to act as your own contractor with certaia restrictions even though you do not have a license. You must provide direct onsite supervisioa of the constructton yourself• You may build or improve a one-family or two-f'amily residence or a fa� outbuildiag. You may also build or improne a commercial bvildixig, prcvided your costs do xiot exceed $25,D00. The building or residaace must be for yovr ewri use or occupancy- 2t may not be bvilt or substantially impr�ved for sale or lease. If you sell or lease a building you ha.ve built or substantiallY i�proved yourself withia 1 year aftes the construction is complete, the law will pres�e •that you .built or substantially improved�if for sale or laase, which is a violation of this e][emptioa. You may not hire an unlia�ssd Pe=son to act as your contractor or t� supervise people workiag on yovs buildiag. 2t is your responsibility to make sure that people employed by you have licenses rec� by state law and by county or municipal licensing ordiaances. You may not delegate the responsibility for supexvising work to a licexised contractor vrho is not licensed to perform the �vor3c bea.ag doaa- Assy Person working on your buildiag who is aot licensed must work uader yous direct supexvision and must be employed by you, which mesas that you must deduct F.I.C.A. and withriolcling ta�c and provide workess' compeasatioa for that e�ployee, all as prescribad by law. Your construction must comply vPith al1 applicable laws , ord.iriasices , building codes, asid zoning regula ' ns. � OWNER' S SIGNATLTRE ° �DATE � � f / � ADDRE55 3�p�.� C � � PHO�iE - S " WITNESS �'•R�'T # c�c:AxF2 �.0�� 9�9' Majest�c Oaks RV Resort s�te Pia� �ot #�� Resident �i,��vD,��G �t'3avP�rL— Date �E$ i8 �/ _ Phone # �J3' ��a Make of Unit Lfl.pK ,811lLDt�'S Size /c�Xi2� Year Contractor livTE�,�iTy �S'�u,�FS /�v'�= Phone # �'� 3 - 7� � " 5� � �� All drawings will be to scale Scale x � �C,c ��2 �i�E� Gj � l �,r/' Rd� !�,✓ � — �� nl I j I�---- i 9= 9'' �° � �. 1 ' � ,2' � ' C�m�,�� 1 � P�-� � � �;� I � � i � I , ► -� � � . i � N , ? .�� l � �< 5 �,� `� ! � � '�� F , �' . �, � ' '/1>r� / p tC l Z �/l�D � � � � `� `' � , I � I � ; �; I �3� ---�--_ ��, -�--�,� �s�2 B�� ---�, i� L �I��Nr' INSTRUCTIONS SHOW ALL EXISTING AND PROPOSED STRUCTURES GIVING DIMENSIONS & SETBACKS, ALL EASEMENTS; "RIGHT-OF-WAY", JURISDICTIONAL LINES; DO NOT ENCROACH INTO ANY EASEMENT WITH A STRUCTURE �' � � � — �. �- —� � � APPROVED: � 1�— DATE: . � � � Pasco County Parcel: 24-26-21-0000-00100-0090 001 Page 1 of 1 Data Current as Of: Weekly Archive - Saturday, February 19, 2011 Parcel ID 24-26-21-0000-00100-0090 (Card: 001 of 001) Classification 28 - Rental MH/RV Park Mailing Address Property Value NHC-FL115 LLC Ag Land $0 6991 E CAMELBACK RD STE B-310 Land $1,382,463 SCOTTSDALE AZ 85251-2493 Building $0 Phvsical Address - See All 334 addresses (First E�ra Features $3,822 Shown) 39512 AUGUSTA NATIONAL DR Market Value �1,386,285 ZEPHYRHILLS FL 33542-8415 Assessed (Non-School Amendment 1 � $1,386, 285 Leaal Descri�tion (First 4 Lines) THAT PART OF EAST 80.00 Ff OF Taxable Value $1,386,285 NW1/4 & THAT PART OF WEST 1/2 OF NE1/4 OF SEC 24 LYING NORTH OF ZEPHYRHILLS BYPA55 EAST Land Detail (Card: 001 of 001) Line Use Description Zoning Units Type Price Condition Value �1 0220 RV PARK OOC2 165.00 UT $7,700.00 1.00 $1,270,500 �2 0100 SFR OPUD 16.00 AC $6,960.00 1.00 $111,360 �3 0100 SFR OPUD 2.87 AC $210.00 1.00 $603 Additional Land Information Acres 36.43 A ea 30ZH � � Residential Code RRVPCL4 Commerical Code RRVPCL4 Building Information (Card: 001 of 001) Unimproved Parcel 00 - Unimproved Extra Features (Card: 001 of 001) Line Description Year Units Value 1 PV F SF � 2005 2,100 $3,822 Sales History Previous Owner MAJESTIC OAKS RESORT LLC Year � Month Book/Page Type Amount 2006 —� 01 6825 / 0087 WD � $0 2004 � 03 5776 / 0191 WD $0 2002 � 09 5065 / 0631 WD $0 http://appraiser.pascogov.com/search/parcel.aspx?sec=24&twn=26&rng=21 &sbb=0000&b... 2/24/2011 ti � City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: ��i�� Ol (/� �/�--/�/i�e �� -' G��' Date Received: Z ' ZZ—l� site: 3�� Qucc�,�-� �Q' e�S�" Permit Type: �(� X' /� �L- �/ Approved w/no comments: ❑ Approved w/the below comments: Denied w/the below comments: ❑ 7 This comment sheet shall b kept with the permit and/or plans. c G ' - � i Kalvin witzer — Plans E iner Date Contractor and/or Ho eowner (Required when comments are present)