The URL can be used to link to this page

Home My WebLink About11-12161 CITY OF ZEPHYRHILLS - 5335 - 8TH STREET �si3)�so-oo20 12161 BUILDING PERMIT Permit Number: 12161 Address: 37449 GILL AVE LOT 185 Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: MOBILE HOME SUBDIVISION Lot(s):185 Block: Section: Square Feet: Subdivision: GRAND HORIZONS Est. Value: Parcel Number: 34-25-21-0140-00000-1850 Improv. Cost: 8,850.00 Date Issued: 7/26/2011 Name: GARRATT, MICHAEL & GLENDA Total Fees: 180.00 Address: 37449 GILL AVE LOT 185 Amount Paid: 180.00 ZEPHYRHILLS, FL. 33542 Date Paid: 7/26/2011 Phone: (813)715-0401 Work Desc: GARAGE UNDER EXISTING CARPORT 18 X 30 i • . JAMES O MORTON ELECTRIC CO.,INC. N� C � �`�'"c�" � � � � �� I f �� . � �� r FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when e�ctra 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 commenceme " CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER s�s-�so-oo2o City of Zephyrhills Permit Application fax-813-780-0021 � ' Building Department Date Received / ' Phone ConWct for Pertn�tt'it g / [ �-- 1 1 1 1 1 1 1 1 i Owners Name �l e Owner Phone Number oM.�ers ndare� 3? Y� L� Owner Phone Number Fee Simple Tkleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 3? YY' [ �� LC �J LOT # U-�� SUBDIVISION N�J PARCELIDq 34�-o'�a/-O/S60 -IJOGL2�-/�S� (OBTAINED FROM PROPERTY TAII NOTICE) WORK PROPOSED B NEW CONSTR e ADD/ALT Q SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM Q OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME � STEEL Q DESCRIPTION OF WORK � W3 � � /N c./7 BUILDING SIZE � V X�� SQ FOOTAGE S�v HEIGHT � UILDING $ � O� VALUATION OF TOTAL CONSTRUCTION �E�TRICAL $�� QQ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. QPLUMBING $ QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION � I�� QGAS Q ROOFING Q SPECIALTY 0 OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO BUILDER �v � COMPANY H O SIGNATURE � REGISTERED Y! N FEE CURRE� Y/ N Address � � � License # W�� O a+ ELECTRICIAN , , � � COMPANY I / SIGNATURE {.G�'LC/ � REGISTERED Y! N FEE CURRE� Y/ N Address � �i�lf�N ��lr License# `�� PLUMBER COMPANY SIGNATURE REGISTERED Y 1 N FEE CURREI. Y/ N Address License # MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y 1 N Address License # OTHER COMPANY SIGNATURE REGISTERED Y! N FEE CURRE� Y/ N Address License # 1111111111111111111111111111111111111111111111111111111111111111111 RESIDENTIAL Attach (2) Plot Plans; (2) sets oi Building Plans; (1) set of Energy Fortns; R-O-W Pertnit for new consWCtion, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stortnwater Plans w/ Silt Fence installed, Sanitary Facilities 8 1 dumpster; Site Worlc Pertnit for subdivisionsflarge projects COMMERCIAL Attach (3) complete sets of Building Plans plus a L'rfe Safety Page; (1) set of Energy Fortns. R-O-W Pertnit for new construction. Minimum ten (10) working days after submittal date. Required onsile, Construction Plans, Stortnwater Plans w/ Sill Fence installed, Sanitary Facilities 8 1 dumpsler Site Work Permit for all new projects. All commercial requirements musl meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construclion. Directions: • Fill out application completely Owner & Contrector sign back of application, notarized If over 52500, a Notice of Commancement is required. (AIC upgrades over 57500) " Agent (for the contractor) or Power of Attomey (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front oi Application Only) Reroofs if shingles Sewers Service Upgrades AIC Fences (Plot/Survey/Footage) Driveways-Nol over Counter if on public roadways..needs ROW � � NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restridions" which may be more resVictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor vidation under state law If the owner or intended contrador are uncertain as to what licensing requirements may apply for the intended woric, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contrador or conVactors, he is advised to have the conVactor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to pertnitting privileges in Pasco County TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Trensportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy" or final power release. If the project dces not involve a certificate of occupancy or final power release, the fees must be paid prior to pertnit issuance. Furthermore, if Pasco County WateNSewer Impact fees are due, they must be paid prior to permit issuance in accorclance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protedion Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I cerfify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owne�' prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the informa6on in this application is accurate and that all woric will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I ceRify that no work or installation has commenced prior to issuance of a pertnit and that all work will be pertormed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other govemment agencies may apply to the intended work, and that it is my responsibility to identify what ac6ons I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, WaterlWastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Artny Corps of Engineers-Seawalls, Docks, Navigable Waterways. - Department of Health 8 Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone "V" unless expressly pertnitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Fbrida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construcGon, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the pertnitting conditions set forth in this affidavit prior to commenang construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically induded in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, atter, or set aside any provisions of the technical codes, nor shall issuanoe of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every pertnit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the wo�lc is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING T1MCE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR N0T10E OF COMMENCEMENT. FLORIDA JURAT (F.S. 117.03) OWNER OR AGENT CONTRACTOR .(.11/ILQf �21�Et�� 7+ Su sc� bed and swo to (or�a ed) efore me this Su r 'bed and sworp affiAned) ¢efore me this by Z` by C�I^Ct �ESCt��Y Who is/are e o me or hasRiave produced Who is/are p ersonally k to m e w has/have produced as identificaUon. as identification. \\"'�'�\� \ ^"s�� Notary Public �� 7 Notary PuWic Commission No. Commission No. � �v�niasc � r•� sc�hn�s�,� `' cc o r� ��y N c� , .��,,,, ��t� rvame ot rv ry n �p�.�NSON ;�'� ��`° Commission #EE 05642 �*; Commi�ion # EE 105642 � ;r � � ,�� Expkes Jlme 23, 2�15 Expir'es Jtxte 23, 2015 'K BddBdThNTiaryFtMMWrarn�:AC�N3&+J9'f5 „ BdvledTkuTroyF�hlsurai0e804985.70iS � 4025 Morris Bridge Road -� Zephyrhills, FL 33543 � ', CONSTRUCTI4N 813•lsz Phone Qf Centr�f Fforida In� 813•715•6585 Fax 800•224-1206 Toll Free � www.bhconstructioninc.com Web Site PROP SAL SUBMITTED TO SALESMAN DATE Michael Garrett Gre Beebe 7/18/11 STREET CELLPHONE 37449 Gill Avenue 813-7'142091 CITY, STATE, and ZIP CODE JOB LOCATIOWDIRECTIONS Ze h ills, FL Grand Horizons 813-715-0401 RP TAG #: We hereb submtt s Uons an estlrt�ates for. RE: Gara e, stoo and firewall O tion I: Gara e includes fo ei ht feet of 2x4 stud walls, two windows, sixteen foot ara e door with a wlndow in the door, and electric ara e door o ener. $5,000.00 O tion II: Includes a 4x4 stoo , three tread brick ste , aluminum handrail, concrete ad between stoo and existin ca ort, $400.00 is allotted for Installin our door. $1,775.00 O tion III: Firewall between ara e and home. $1,400.00 O tion IV: Install electric to ara e o ener and wire two li hts on ara e door entrance wall li hts not included . $375.00 Buildin Permit $300.00 We P/OpOSe hereby to fumish m erials and labor -complete in acxo ance wlth above spec�ca�ons, for the sum of: � � dollars, $ (J � P t to be made as foUows; UPON COMPLETION AII materiai Is guaranteed lo be as specified. All work to be completed In a workmanlike manner aaadiny to standeN pracdCes, a,y anerason a deviadon trom �bove:pecificauons invon�np cost wi�� ne executed Authorized upon wriGen orders, and will become an exUa Charge over and ebove the estimate. S19�8tUfe; All agreements contingent upon sVikes, acdde�ts, w delays beyond our control. Owner to carty flre, tomado, and olher necessery Insurance. Our workers are fully NOte T is p oposal inay be co,+ered by workman�s Compensaeon insurance. withdrawn by us 'rf not accepted with' days. Accepfance of Proposal- The above prices, specficaUons and conditions are satisfactory are he�by accepted. You are autho�ized to do the worlc Signatufe: as specifies. Payment wIU be made es outlined above. Date of Acceptance; Signature: "Custom Home Addifions At It's Besf!" �,�� s ' ..� .��r� �� LEONARD G. "GEOFF" WOOD, P.E. 4034 THE FENWAY MULBERRY, FL 33860 (863�646-5517 Date: 07/ 18/ 11 B 8v H Construction Zephyrhills, FL Re: Jacobsen Mod. #: Address: 37449 Gill Ave. Lot #: Zephyrhills, Fl. Dear Sirs, This letter is to certify that I have reviewed the above referenced structure to determine the structural adequacy of the e�sting structure to receive the attached structure. The proposed structure is roughly a 18'x30' Garage under existing Carport. The existing mobile home, has been considered and is adequate as a host structure, with the blocking and anchoring at 5'4". Based upon review and acceptance of other structure to home per manufacturers requirements. As always, should you have any questions, please feel free to call me at any time. Sincer , �� Leonard G. Wood 4034 The Fenway Mulberry, FL 33860 / �O y W �'� � /� � `� ` . i 7, �S j � U �, t s . h �r A C \� � v`� � if l 51 /.�� - 2 �, No:z�C � � °� jl � ' �, o � REi/I DATE `� �'Z� r v 1 � � CITy F Z � � � ,} h �,q � �pD S -� ��MINER � � �J �:y,1� !L1 ��a � � 3�i � :A_ � 4� � � 6 L '� v �Uv�� j "�' �L W RK SHALL COMPLY WITH ALL � '� X � P��A ING CODES, FLORIDA BUILDING CODE, ATIONAL ELECTRIC CODE AND �; �� f� ��•.± n� c�� CITY 0 ZEPHYRHILLS ORDINANCES h,l �J„a:uG; ✓1 �� v � � , b ' ,l ` � ��• V � �E�r�F� � f' � � y'��sf�� __� c"X i�! i ti s 3.✓r�l� _� ! � D r ,�'YI O� f� A c� �'�t1P � A � ��'� C-�`G� /�-�� "Q� ��C� � < 2��-� � ��// r _ Q,�� r� %Ri • E zx d �r .� f �� ; � t� � ID ; '�,� iw ',� � �� o� `� ��`� /�� ,. � �r �SIE , ST��aS .�`;�"y ,ST��s f 6�: �/ S�� !" � � � �� /��l/� . � . � � � `J � V � �� a � � � �� `J t� � . � V � ? .-� '� � �U�d�� . `'' � � � � � ;� ' �� °� � � � � � �v v � � `� � `-,``�� v, -� . � � '� �'�' ' � ` `�� <� s��U� '�j ,� � � � v � ' � � '4�. � � � � �� `�' �� , � � � � � �� . � � �� :� � � e v � `� �� , � � � � � � � `� -� � '�� ,� �., . .� � � � ti . � �; ^�. `�J ,?� , V � .� � - `i. `S'� � i . , . ¢ .� � � w z � z °' � °¢ Q o �,� I U 0 `'' '^ a' °` O r °O "' � l� � � � r M � I GL. � ¢ z E"" f�l �� f -/� � O('� �" 00 V] V� Z LL � Q�O N I v �j � Q s�� < � �� Q�. X O� O O m f/� �' [� 0 Q " � U(3a �"" �' �O �I Z ..�.� O �o¢�N V] C��"z A � W � �� " E--� mO��t-s-° 3 Q G�z[�i10.� I w �zN�� z z ''a � ON"o�W� Qo o ��-'o cn w .-� � ° v�t-�-� � � � w � � � i Z � I r � w a ii r� p E.�".., rr� , � a � i i � i � �' O r�wv�0 � � U W��-� � p � � � � Z a � � , o �� c�o� ' �� ,�►-��N�� Q ' �O��Q� II �o�� C7C�U I�� F-'�°vv1� � � w � � � � � a Q I t„� �'o QZa'Z �Zw w P��wQ�� c� z I��,,�aa;��, O� ��D�U�w � ( � � � .-� � N N � U O � Q C� Q O � � w � � � � ,..� � � � O�� p E t� N w�� W��-,--��+ +�1��NU�7 � I � . � ' . ¢ � ; J �- � z � I v ao a � � U 0 0 � ' p r' C] o ^ Mv, a � � i �� O` � Q "'Q�c Z U 3 " M �= � � � �" N o � � � U � T � A � � ~ Z cu a ti N � u.' Z�g�dc��.a ��Q� 0 �� 'Z(� Lq� ��! �� W Do4 (711J3.7faa.n i � �' S p w` �p W �Z� `�(I x ._7oaNrn �Q C7'�t m r [-� ° ov� �;o� I�i � °� 0 .'S N F+2o Z pC7c`'4'Z� C"" � V rni�.,� F..,... � ��g E^ o]O�'rn o n: a.ZWy�O OiiN V� � w fr,°.,w 3-< a`�xw=; � � � 0 � W.S vF ��> µJ W G� v, Z Z P a�0a_ � 1 N �� S �3 3m� Oo+k�wi � �vn�io� � v�t-�� w � z� F-'-1 f- ' O�� °~� ��a � z �� OO`��' o�°o ci`��°� U Q� `�� 0 � y �� Ua �i `� ~� � Z¢ ` �� S� �'� a F-�. =m� ��y �� U N � ��9 ox�= 3 a�.� g CJ Q ��-= N�� p � w H � s �� , (_] � p�� ° = : : � � �� N ^ ��U ��i �nfil� N � � i�m �� O 3 =o r3 � Q � i+ �� ` �� ' O � UZ J�,r,v v P4 � O � °; � � v ,� OIS .LX� �� IE � U � � a z �, � v < � h z � ,�°� � � (� - m`' � CJ '� � a� w W � I �� z o � :� p �, �q � _o; �m mm � � (�" '� ^ r �y� E-v�i v�v�iv�i � � � O N '- i— � � �' �I�b'S I�(�d0 �,EX�� I -- F " o � � >t i� °° i � ` � � C O O l`1 f� fl CI I fl z a , ¢ �` � "' t�o�sn�.�,x� „zx�,e I N I w� wdas ws �o .csod �,�x.�� G �` ^ � -- � F-- z � o ; �;� - � a ,� � �� Q � �� O E X�,: : _ p = °�oo 0 = 3 � ��- -- T C .� ,� v � f� w � � / 1 L LL' C _' ` '1 p� � � � � � � c a 0 �`� Q � �cow mm ^ (.� � � < �- � E= �, i, � _ v, v� F- � iC X � 'rC / � N - . � O � f 1 t� 1 f 1 1 1 f 1 1"�1 C � �� G � - - hy � -- -- W � � o � � d w � �n � � � — - — - --- - _ � � ' 1 g ¢ � � �, �,� W l� LL ' Z p.V d � V � � „ b � � � h F_ a�<�Z$I S. ^�� J O W G.' W (i � a ri n � Z � hp� a 0 R }OC m O � F 4, O�i"'�..Y��a6h�� woe<g<4 , �° e I� . O m�;�c� C 3 n' ( � � = V vuW.�Za ! � X �� NYb Z oC OCZ W OC��y w °°�}n ~"' 3< <�� z z �w w ai� dg'� '� � ��o v�i �w -� � ° efl W -f z ° o • � � � � C� 3 � � � � 3 z � .o o � J U u � � ° � _ � p � V f t A N N N N N N N N N N Z � p tu YY:CYYYYYYYYY < S f" U V V V U U V U U U V U w L ~ W �� -�i �-�. �-��.� � � V O �� r rv'vn rv�n�'+w+.+.n nn � W S � �� ' 3 � F• fA �� N fV N fV N fV P� K ' �< o q � �' W 0 f� OO V OOOO V OOOO � � �� < 3�33333 3 3 ^ 3 u � ��-��}�r <o� �`' a�didi�i�doi �+ o W�- yu� � ccccccQoggQo � 3��.� �W � 333333 �� " �� F 2 � U ' • G O fV fV O O G O fV tV .anw h�.� ^ �m � �-ox �.,�< xi�xxxx�Cx�Kxx 'n W O� Q � a F � fV N fV iV fV N fV �V !V fV M fV I � xac.�"..3 W=Z � mmmmmm �y �umu, � J.JJJ J J "3 � � �7»77e•4o.�4a�. U g F ..z�� S�� 8888ss�� .0<0. s3 N «««««« � � ,�,�z�a �S� � �� F ° g �� W;� w o�aaaaa� aa� aa [�, m>�a o'�a x ��a��:�e�a��o�� ? s Z � o 2S252S252S�2S2S�2S2S2S [—' � FFv� °O �C z p[ 3 � W W 2 2 S S T S S S S S S S < ��T 0 00000000000 . a' �"' �omb.o-irn::n�ee�eo _ � S O _ _ _ _ _ _ _ _ _ I M � 3 u < ' J Nosawis a�is� � � aN3 H�V3 lV I SdV�IlS 1I3QV3N p J � � NIW „ 6X„Z - Z � � O ��.. ' L � � W J � u V J � � N .' Q � �fyny v1 i /)'r711�7��YGY:J� �1cr3' S � ��??f/ � I -r. � I i . ¢ w F A¢ F � 2 � � �n w cn � U 0. L ��+ z n. a � E'"o �[-• ,Zp�� h F- ¢ O <"'r � o �3 �z _ ��<�Z�F' 3� ^g� z� �'a �� - �I �w�=<ocm f,..< <..,� �' V..a ' F oofn(� 2 tc. � ��rv x(y� v�F�W 03 r'`'� Z�g�<m� a U��u6s<Y vi O O O mv;��c° - _ w f37 Q 0.� r� =� <°� Z Z a �o o � �ax . � �N oo�aza U a W r "� i � v� � v . " ° F- � Oa 3< <�SU�=� � d� W ��' oo Z W CL' �ary` O O v m�m a �o �'aM aQ y x og�g= �� , �� o Q W F^ V� � � vf Gc, v N x f- �-� .� v� F� F� .= C7 �" F Co �¢ z �--a � a� ¢� UE � ��• a Q w v� a v� O . �� Q z � o r•7 ��\' \ � m m CD CLl C27 'Zl � � � �} W� t 1 � \\� �W i � j U¢A •.. �/ � z z 8 ' I�� "' I � \ F" � c� � � � � V U U w � � � ' � F I ��\\ W A x� � a ° N �'� \ � v F o '�' � / o � � z z � a � N,� �� I \��\/•\ � A z ? � 4 � �K O ` ¢ �f i �_'. J � �O GUA °' v � ; _ ,� a� W x o B �� I � v, z� �� m� �� Q 1 J O G, � � � F-q� �.w � � ; o �x� � � !0� � z z B , o �N ' o ° o�¢ Q / "' ,� ' Q� � � W C,�j o� �w � 8 � � - � z� E-� w C] a o.o a w 8 , Cj � � F � _ �� ,�t -_ (--txr� �dC O X x W z� i � zXW�w m �lmm � m�� o��o� . g� 3w�a� 3 �aw ��ww�a O U1 Z z w�,.:, .�-1 �� o��o,�� a m ¢ z �� - '� �oz 3 � Nw "vw�>H� �.ax x � �� a F' � � ''' �., O o0 �.. ¢1 �3 �, �p0 z, U �� a O a W N �o �m Q N � 3 �� ' ��A�3 � ¢ , � - ��w� w • � ' [- -- F F � X E"' ' � ooU J wN W ,'1I �_ ( 7f1��) �' j11Y) 0 . �i � i F 3- , � 3 - --- -- -- -� : � � a W � � ¢ � �� Q �� .--� a v Q � � � ' � � Q -� � � o v F � E" �`n F- Q c� � �� U � W� Q� F" Q ^:�i a� W a' W � �0..' �Q' ` �U a-'� C�� Q `^�. Xp , a(�j �cW v� oo� 03 Xp X� XD v �o w o0 3 v u. i z � � o �� i � � � � � � i � � � � o � � ' � A � w ¢ Fxm� "� � ¢ x � "' � �. � � y a p 2, W ° cn E- � � . _..1 � Z, 3 �W w x��- " � vcn� ^� z?<w� ?� : 3 �< � Q � W LL �� [L� ��(x i � �` W U � N z N ��-- ^ � V7 O L'-I z x��"' � L6� {7.� U a � Q � ,.,J � V] 6. � O rZ � z E � f" ..-.. � �^ fn � Q� � L � U O , � u �pqFT O - ..1 �� : Z W UW� �E-- pc�OW �iC 5 � I Up� Qriai�� a� z�� 3 W v' Ooc�v�n TE.�.,� z�cQ�. z� oXS� F�.� 0 � Z µ,� Uz 2 v O T � t-�-��x �� W Z� Ll� �z Q v (- i UX zc�,,Q`^^�" c7O� o�� - w�3 "' c �,,,� - � p x� p... Co '" U x O rn ^ O� � °4 u-1 w Q �°ZF' Uw �� Q � c7pN x , T,• # i E=.3a >�v�i [a�� aW, o wo ��? z X� v z�cqNg z O p� Uq�._ wC]a z v �-� t--"- x: cna��. (—, E--� �zN c ° � 3a-w °F >`°x � 0 WW��` �z�`' a�� '�' QN �z�z� x F �Xt- zw w ..� rx` � � w �"a� �z Ux� u-� z:�� w z pX .�j O - V Uv�i ¢ 7Cq o� -�z o�� ?� ¢ G�N.�`-" °v z JN � I w � ,..� � �, o � w c� t- - c� a �,,� �L`� Q �., x z w�, u; ,.._, ��" c�?Cw�z `�p �� z `" --�v _m aQa o� ¢ -�-��x ��.��.. �¢-o � � `nv� z [� V >X� w �F�.. ��-X �C�U a'�a= F"w U�¢� wc�'i� ¢ l - �-'`'v W O"" W U rn ... .-i u.t ._.1 W� C7 w u. ��3 �XaF_ � a°� o�u �° a ��'z � I�m �> �ox� - o �� c X N°' �\`� vUiO �p � -p> Qxc7� x W Q t s ��, V � ox� ��, �g z3 �, .�, x�ax N�.W aN�� N� ��w �o �w�.z W U �3>�g - N w,�N wN I3 Ut- x �o aw�x wa m `'a> , 3 a zu-� N- � 7 'mz�„ rr \ �� V�l [�! V N.- a Q N x W ( � O N� � N z: � q�y �-' L7 �-^ ao ��.-1 z U C �� CY \ / a o < _`'��3 �� LL3� w� x� x�..- o �Q�w Q� �o�¢ o° �a�° �/ /`, p, � LL t'l CL �D F' N V] N— N t�l G[-. (-. C7 L4 [n 4 V- N U U�� z ��- � � rJ Hl N f�l O _ _ � � � � � � � � I ' � ;�- �,. a ¢ a ¢ ¢ m m a W � w � Z `J O Z � � � �� ,�/ -- x �..: � I W 1-Li yC � N � Q ^- -' �J C/� � O� U� Q o q � F' ' ¢ �=� f �"� � ��Vu-� z' xr'Q O- � C `� � U � O F- u.� �- C _ .., � F - � ,...��, O p x F --�� vi �a� a0 � cn "^ U � W U q.. QP4`�'Lx F ,GY, �� a[-. � �� Z� �+ o �� Ww�3 �AO o H �Q �� m s� Q Vl� N f�.¢til �f�.'"�...7� Q U z � w� z r 1�-- L � ��F. w �� a.C7 ��zz� �Q � ¢ � [-v : � ca w F- cn � ¢� � � x E-- U �Q � �- � � 3 wW o °M ��`� o�Q�� ax¢ �¢ w z � N� �3� �Zw �o ow�o aa��w �Q ��- �w °' �� T 0.oa�� o� �,00�,� aaa w3 0�o xo � �; �� F - ' o°��H '�3 Z ° , �NQd ��Q�' ,�� z u�.Q No � a x� 1� �i v �--�rxpz �w ¢�ozo ��.�.au.¢ °• Qw� xE- v� f-�m �.�- r� z � U O a, a C� a v� �`+' cn x q C] t-- --� a LL. : ' C `/ O` �� c�'i��Nx C]��.. ��D WO¢ Qa1 ¢..� ��- =N � `�¢3�wc�� r.�o�H �w�`�� [-o r-,r� 3 �c ...a,�wE-..: � �� .�,�,H c�, �„wq� o� w-� xz Oz o� <.- � ` z� Q O>O V] CQt+I ��. r Q OL+. �.. Lt ~ z�'`'u.lW°oN,n V�i z�^¢� C a3 wQc� °p °j q� �� Q �xfn N.-.�t Q>G Qp'-C7..r w W :v CA c`�, �' ..�0 u? ='`_ U U�L4� �y w �� W W� ��C x¢ Q¢ .�z. .�Cq Z � `' Z i, �*�womaa3 Q° H��o �°c�Q� N� �3.� �o ¢¢ �-� - N��a� J � ^ N (�l '� v1 �C t� E"' i F-' z 3 3 3 c � 0 3 3 3 z z z ' ' ' SOIL.S ANU F�)I�NI)A.A I i� �r:`, ' nxd�ent Iw�d �atcruih and uat�cw char$c.tuubcs n1 a1c � , '�1�crial '� 1805 4.._ 3 F'lain cnncrctt foottngs 7bc cdg� ct�ic�ncas Of pisin cvo��ttc ��ng� �PDa�B wa1L� of othc, tt�m, I 805 4fcwa Light-framc coa�truciion nhall not bc Icss thni 8 �ncl�c� ngs shall bc dcsigncd an constructcd u� (203 mm Allo� b�n� ��tV of tf►c so�l ts nol c�ccecdcd, nnd ) �CTD pleccd on soil Ihat diffar,vUal sctllcment u mvtim�zzd Thc minimum Ex �Pbon For pla:n ooncrttc footings suppt,nin�� u'idth o( footmga shaJl hc 12 icx,~hcs (30S �� °� K' �'W�cies rhe edYC th�cicncs� �s perm�i ted to bc 6 inch� (152 m.m),Providcd tha� d�c fcw�in�� DOCS nol cxtcnd bcyond e disL9nct grr,alcr Ihal Ihc FoULIn � ln arC85 w�[h �ic{v�ca� of iho �oof�n6 �:� c�thc� a�dc of Ux su��tcti �- cxpans�vc soils sha11 bc dcsigncd �,�� In ncrcxdence w�th �he prov�s►ons of Secpon 1805 8 1805 4.2,�s �larxme:�� otcr,r,cx�tc �,�� f�,ng., I�505,4./I ,1 D�sign loads, Foottngs s6sU bc dcsi Sdall noi bc plactd t�rough w�.P,r unlcss a trrmic cx otlic, �� unfevor�dk eBeae due eo tbe combmaiio,ne of for meihod approvod by Ihe builA� ��cisl ts uscd, Whcr� I��ads spcct6ed m Sectioo f 605.3 The dead load sha11 in- G�� uuder or in tbe preaesx�,e of �wtrr�� the coucre.�r clued ti�e we�ght of found�my„ footingc and overl in shall be dcposittd by a�proved mexns to casure muu � R��d dve 4osds, �° �� S�t�on 1607.9 �� on of the mix and negligible nubi�le�u „I Are permjn� to be luod in deaigflinQ fpptjng� ! 805 4 1 ��bratory loads. Whert mechinery opera. nons or othcr vibraboru ere transmitted ehrough thc � 805 4.2 S Protccdon of ovrK,�rett Concrotc fooungs FOU'��oo, considcration eh�l) bt Q.ivtn in tht f shaJl bc protxted from frc�Ag �� g und lo� dcs�gn to Pr�'cnt dctrimcatal distw�ancsy of tfic�soil� °�od of not Ics� then fivc days thcr�aftcr Watc� shnll Not bc alJow�od to flow ttwugh thc dcposit�d �� I 805 42 C,anqete footinga, 'Ihe deaign, rs►riuialo �ad coo- sWcUOn of cmcrzte footin 6ha11 �am 1805 4.2.6 Forming of � Conctut foottngs ere I 805 42 1 � DtY with SuKions pctmitiCd to bc tast againtt tbc cartfi whcro, in thc o duough 1805 42.6 end tbc provisions of Chep- ion of thc buil p �' - c�r I 8U3 4 2 din� officia� soil conditiau do no+ roquuc �1ag. Whcn tor•m1nB ��, h sha11 bc in acoc�r- E-'«W�• Wbao e apeci6c desi �'� �� a 6 of AC] 3 I 8 Crctc footm � � not provided, can- 8s suPP«ting waUs of light ca,nsw�. 1805.4.3 Maso uc,o arc Pamincd to bc dcaigned in accordancc with M'�1lrtit fooangs, TTu design, matrnals Teblc I BOS 4.2 II°d �bvction of masonry-unit foobng� y�l �Ir with Satiaa� 1805 4.3 1 and 1805 4.3 2, end thc prvv,s��2< I k05 42 I�� . �� f �� Of Chapta 21 ShaiJ have e�� strength (f c) of aot Lcss then 2,Spp poun� pa squere inch (psi)(17 237 kPa) ��'ao. Wb«o a spoci5c deeign u oot prov�dod, m,�- At ..8 days nry-unit foodng� supportin8 walJs of light-harnc wn- Struciion arc ppinittcd to b dcsigncd in ecc,ordancc w�th t8(15 a?.� R�,� Tablc I&TS 42. 1805.4.3 1 Dim�, � footing ehall bc laid ►n Type M or S mortar canptyinB with Secoon �7`WGS SUPPpRTWG WALLS OF LIGHT-FRqME CpT►S�UCIIONab c.d NLIMBER OF FLOORS W �� OF Tl OF �i SUPPORTED BY THE F0077NGS" F'OOTWGS FOOTiNG (inches) (►nch�s} � � l2 i 6 � 2 15 i 6 � 3 � j 8 F ot S I I tncti = 25 4 mm, 1 foo! � 344 8 mtn � �Pth of footinge shall bc m�.,�� Oon 18052 b � BT�d undcr tbc 800r ►s � PcTmitzcd to bc rncevsLcd to thc cicvatioa of tbc top of thc footmg m ��idua �1 and��g� shal) bc � mo� th� The fooring widm eud langtb sha11 br n,�cc d For t�r„icncsy of foundation wa)Is, scc Scction 1805 5 ��'� e F� � P�wtDcd w support � root tn additio� to the stipulazcd niunber of 8oas, Foo�ngs s�{�cutuig ra�t ��i, Shall bc as rcquircd for supporting ooc �oor f Ptau� �t {�� for Grou� R-a o�icies arc pumiacd to be 6 inches th�c�c . �'lorida Building Code Online Page 1 of 1 � � � �"'`C'�.'C��l� BCIS Home Log In User Registration Hot 7opics 5ubmit Surcharge 5tats & Fac[s Publ�wtions FBC StafF BCIS Site Map Links Search Product Approval O iaq t� USER: Public User Product Aooroval Menu > Produc[ or Aoolicatwn Search > Appliwtion List arrrf�l�� fSearch Criteria Refine Searchi � � �( �� Code Version 2007 FL# 5302 I Application Type ALL Product Manufacturer ALL ; ` ' � Category ALL Subcategory ALL �� ' Application Status ALL Compliance Method ALL �^�� Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL "' Product Model, Number or NameALL Product Description ALL !� - �<. -a..,. iApproved for use in HVHZ ALL Approved for use outside HVHZ ALL I Impact Resistant ALL Design Pressure ALL ,Other ALL �! Search Results - Applications � FL# T e Manufacturer Validated B Status � FL5302-R1 Revision Amarr Garage Doors Steven M. Urich, PE Approved i Histor Category: Exterior poors Subcate o: Sectional Exterior poor Assemblies 717 932-8500 i �Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary , Department of Community Affalrs F/oMda BulldJny Code On/Ine Codes and Sbndards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Faz (850) 414-8436 Oc 2000-2010 The State of Florida. All rights reserved. Pnvacv Statemen[ � Coovnaht Statemen[ � AccessibihN Statement � Plua-in SoRware � Customer Service Survev � Contact Us Produd Approval Accepts: � � �CMck � +ccurih�+t� � t.i� � v«nHe � T�r�1�1 vu r•. http://www.floridabuilding.org/pr/pr_app_lst.aspx 7/19/2011 � F'lorida Building Code Online Page 1 of 5 € . -°~ w rL��t�i BCIS Home Log In User Registration Hot Topia Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search � Product Approval //` O � ' � � USER: PubhcUser / f Product Aooroval Menu > Product or Ao�hca[ion Search > A i n Li > A liwtion DeWil �� FL # FL5302- 1 Application Type Revision �' ';'�� Code Version 2007 REVIE Application Status Approv d C� w �AT� —�(,� / f � � . � �' OF z�P �,�_ t � = � Comments Archived P �NS E� .: -'�.A.s � Product Manufacturer A arr Garage Doors Address/Phone/Email 65 Carriage Court Winston-Salem, NC 27105 (336)251-1309 danny.joyner@amarr.com �L W�ItK SHALL COMPLy WITH Authorized signature danny j co �RREVqII,ING CODES, FLORIDA BUI D�G CODE, NATIONAL ELECTRIC CODE AND Technical Representative Danny ]oyner CITy OF ZEPH Address/Phone/Email 165 Carriage Court �ILLS ORDIN,A1�rCES Winston-Salem, NC 27105 (336) 251-1309 djoyner@ammarr.com Quality Assurance Representative Address/Phone/Email Category Exterior poors Subcategory Sectional Exterior poor Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Thomas L. Shelmerdine developed the Evaluation Report Florida License PE-0048579 Quality Assurance Entity Intertek Testing Services NA Inc Quality Assurance Contract Expiration Date O1/O1/2099 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL5302 R1 COI Tom Shelmerdine Letter of Inde�endence 7.24.2007.Ddf Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA 108 2002 ASTM E 330 2002 Equivalence of Product Standards Certffied By http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqunL7seVZMFL... 7/19/2011 F7orida Building Code Online Page 2 of 5 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/15/2008 Date Validated O1/07/2009 Date Pending FBC Approval O1/13/2009 Date Approved 02/03/2009 ----- -- - - Summary of Products i FL # Model, Number or Name Descri tion 5302.1 Stratford (M600) and Heritage Dwg. IRC-6009-110-11,Thru 9' wide. M950 Limits of Use Installation Instructions Approved for use in HVHZ: No F�5302 Rl II IRC-6009-110-11.odf ! Approved for use outside HVHZ: Yes Verified By• TOM SHELMERDINE 0048579 � Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +19.1/-22.6 Evaluation Reports Other: Design Pressure +19 1/-22.6, Not for use in FL5302 Rl AE ASCE 7-98 -02 -O5.odf HVHZ. Glazing option shall not be used in wind-borne FL5302 Rl AE PTID 5302 T IRC-6009-110-11.odf debris region unless structure is designed as partially Created by Independent Third Party• Yes enclosed or door is a re lacement door. i 5302.2 Stratford (M600) and Heritage Dwg. IRC-6009-100-11, Thru 9' wide. M950 Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R1 II IRC-6009-100-11.odf Approved for use outside HVHZ: Yes Veri�ed By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +15.8/-18.7 Evaluation Reports Other: Design Pressure +15.8/-18.7,Not for use in FL5302 R1 AE ASCE 7-98 -02 -OS.odf HVHZ. Glazing option shall not be used in wind-borne FL5302 R1 AE PTID 5302 T IRC-6009-100-11.odf debris region unless structure is designed as partially Created by Independent Third Party: Yes enclosed or door is a re lacement door. 5302.3 Stretford (M600) and Heritage Dwg. IRC-6009-120-15,Thru 9' wide. M950 Limits of Use Installation Instrudions Approved for use in HVHZ: No FL5302 R1 II IRC-6009-120-15.�df Approved for use outside HVHZ: Yes Verified By: TON SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +22.8/-26.9 Evaluation Reports Other: Design Pressure +22.8/-26.9, Not for use in FL5302 R1 AE ASCE 7-98 -02 -05.odf HVHZ. Glazing option shall not be used in wind-borne FL5302 R1 AE PTID 5302 T IRC-6009-120-15.odf debris region unless structure is designed as partially Created by Independent Third Party: Yes enclosed or door is a re lacement door. 5302.4 StratFord (M600) and Heritage Dwg. IRC-6009-130-15, Thru 9' wide. M950 Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R1 II IRC-6009-130-15.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +26.7/-31.6 Evaluation Reports Other: Design Pressure +26.7/-31.6, Not for use in FL5302 Rl AE ASCE 7-98 -02 -05.odf HVHZ. Glazing option shall not be used in wind-borne FL5302 R1 AE PTID 5302 T IRC-6009-130-i5.odf debris region unless structure is designed as partially Created by Independent Third Party. Yes enclosed or door is a re lacement door. 5302.5 Stratford (M600) and Heritage Dwg. IRC-6009-140-15, Thru 9' wide. (M950 Limits of Use Installation Instrudions Approved for use in HVHZ: No FL5302 R1 II IRC-6009-140-15.pdf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party. Yes Design Pressure: +31.0/-35.1 Evaluation Reports Other: Design Pressure +31.0/-35.1, Not for use in FL5302 Rl AE ASCE 7-98 -02 -OS.odf HVHZ. Glazing option shall not be used in wind-borne FL5302 Ri AE PTID 5302 T IRC-6009-140-15.odf debris region unless structure is designed as partially Created by Independent Third Party• Yes http: //www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGE V XQwtDqunL7 seV ZMF L... 7/ 19/2011 F�orida Building Code Online Page 3 of 5 enclosed or door is a re lacement door. 5302.6 Stratford (M600) and Heritage Dwg. IRC-6009-150-15,Thru 9' wide. (M950) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R1 II IRC-6009-150-15.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +35.6/-42.1 Evaluation Reports Other: Design Pressure +35.6/-42.1, Not for use in FL5302 R1 AE ASCE 7-98 -02 -OS.pdf HVHZ. Glazing option shall not be used in wind-borne FL5302 R1 AE PTID 5302 T IRC-6009-150-15.odf debris region unless structure is designed as partially Created by Independent Third Party• Yes enclosed or door is a re lacement door. � 5302.7 Stratford (M600) and Heritage Dwg. IRC-6009-169-15,Thru 9' wide. (M950 Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R1 II IRC-6009-169-15.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party. Yes Design Pressure: +45.3/-51.2 Evaluation Reports Other: Design Pressure +45 3/-51.2, Not for use in FL5302 R1 AE ASCE 7-98 -02 -OS.odf HVHZ. Glazing option shall not be used in wind-borne FL5302 R1 AE PTID 5302 T IRC-6009-169-15.pdf debris region unless structure is designed as partially Created by Independent Third Party. Yes enclosed or door is a re lacement door 5302.8 Stratford (M600) and Heritage Dwg. IRC-6016-100-15, 10' Thru 16' wide. (M950 Limits of Use Installation Instructions Approved for use in HVH2: No FL5302 Rl II IRC-6016-100-15.odf Approved for use outside HVH2: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +15.2/-17.2 Evaluatio� Reports Other: Design Pressure +15.2/-17.2, Not for use in FL5302 R1 AE ASCE 7-98 -02 -OS.�df HVHZ. Glazing option shall not be used in wind-borne FL5302 R1 AE PTID 5302 T IRC-6016-100-15.odf debris region unless structure is designed as partially Created by Independent Third Party• Yes enclosed or door is a re lacement door. 5302.9 Stretford (M600) and Heritage Dwg. IRC-6016-110-15, 10' Thru 16' wide. M950 Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 Rl II IRC-6016-110-i5.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party Yes Design Pressure: +18.3/-20.8 Evaluation Reports Other: Design Pressure +18.3/-20.8, Not for use in FL5302 RS AE ASCE 7-98 -02 -05.pdf HVHZ. Glazing option shall not be used in wind-borne FL5302 Rl AE PTID 5302 T IRC-6016-110-15.odf debris region unless structure is designed as partially Created by Independent Third Party: Yes enclosed or door is a re lacement door 5302.10 Stratford (M600) and Heritage Dwg. IRC-6016-120-15, 10' Thru 16' wide. M950 Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R1 II IRC-6016-120-15.�df Approved for use outside HVHZ: Yes Verified By. TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party Yes Design Pressure: +21.8/-24.8 Evaluation Reports Other: Design Pressure +21.8/-24.8, Not for use in FL5302 Rl AE ASCE 7-98 -02 -OS.pdf HVHZ. Glazing option shall not be used in wind-borne FL5302 Ri AE PTID 5302 T IRC-6016-120-15.odf debris region unless structure is designed as partially Created by Independent Third Party Yes enclosed or door is a re lacement door. 5302.11 Stratford (M600) and Heritage Dwg. IRC-6016-130-15, 10' Thru 16' wide. M950 Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R1 II PTID 5302 T IRC-6016-130-15.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +25.6/-29.1 Evaluation Reports Other: Design Pressure +25.6/-29.1, Not for use in FL5302 R1 AE ASCE 7-98 -02 -OS.�df � HVHZ. Glazing option shall not be used in wind-borne FL5302 R1 AE PTID 5302 T IRC-6016-130-15.odf � debris region unless structure is designed as partially Created by Independent Third Party: Yes enclosed or door is a replacement door 5302.12 Stretford (M600) and Heritage Dwg. IRC-6016-140-17, 10' Thru 16' wide. M950 Limits of Use Installation Instructions , Approved for use in HVHZ: No FL5302 RS II IRC-6016-140-17.odf j Approved for use outside HVHZ: Yes Veriffed By� TOM SHELMERDINE 0048579 http: //www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEV XQwtDqunL7 seVZMF L... 7/ 19/2011 Florida Building Code Online Page 4 of 5 Impact Resistant: No Created by Independent Third Party. Yes Design Pressure: +30.1/-33.8 Evaluation Reports Other: Design Pressure +30.1/-33.8, Not for use in FL5302 Rl AE ASCE 7-98 -02 -OS.ndf HVHZ. Glazing option shall not be used in wind-borne FL5302 Rl AE PTID 5302 T IRC-6016-140-17.pdf debris region unless structure is designed as partially Created by Independent Third Party: Yes enclosed or door is a replacement door. 5302.13 Stratford (M600) and Heritage Dwg. IRC-6016-140-24, 10' Thru 16' wide (M950 Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R1 II IRC-6016-140-24.�df Approved for use outside HVHZ: Yes Verified By• TOM SHELMERDINE 0048579 Impad Resistant: No Created by Independent Third Party: Yes Design Pressure: +29.7/-33.8 Evaluation Reports Other: Design Pressure +29.7/-33.8, Not for use in FL5302 R1 AE ASCE 7-98 -02 -OS.odf HVHZ. Glazing option shall not be used in wind-borne FL5302 R1 AE PTID 5302 T IRC-6016-140-24.pdf debris region unless structure is designed as partially Created by Independent Third Party: Yes enclosed or door is a replacement door. 5302.14 Stratford (M600) and Heritage Dwg. IRC-6016-145-24, 10' Thru 16' wide. M950 Limits of Use Installation Instructions Approved for use in HVH2: No FL5302 Rl II IRC-6016-145-24.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party. Yes Design Pressure: +31.9/-37.2 Evaluation Reports Other: Design Pressure +31.9/-37.2, Not for use in FL5302 R1 AE ASCE 7-98 -02 -OS.�df HVHZ. Glazing option shall not be used in wind-borne FL5302 R1 AE PTID 5302 T IRC-6016-145-24.odf debris region unless structure is designed as partially Created by Independent Third Party: Yes enclosed or door is a replacement door. 5302.15 Stratford (M600) and Heritage Dwg. IRC-6016-145-32, 10' Thru 16' wide. M950 Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R1 II IRC-6016-145-32.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +31.9/-36.2 Evaluation Reports Other: Design Pressure +31.9/-36.2, Not for use in F15302 Rl AE ASCE 7-98 -02 -OS.odf HVHZ. Glazing option shall not be used in wind-borne FL5302 R1 AE PTID 5302 T IRC-6016-145-32.odf debris region unless structure is designed as partially Created by Independent Third Party Yes enclosed or door is a re lacement door 5302.16 Stratford (M600) and Heritage Dwg. IRC-6018-110-15, 16'2 thru 18' wide. M950 Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 Ri II IRC-6018-110-15.odf Approved for use outside HVH2: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party Yes Design Pressure: +18.2/-20.6 Evaluation Reports Other: Design pressure +18.2/-20.6, Not for use in FL5302 Rl AE ASCE 7-98 -02 -O5.odf HVHZ. Glazing option shall not be used in wind-borne FL5302 Ri AE PTID 5302 T IRC-6018-110-15.pdf debris region unless structure is designed as partially Created by Independent Third Party: Yes enclosed or door is a re lacement door. 5302.17 Stratford (M600) and Heritage Dwg. IRC-6018-120-15, 16'2 thru 18' wide M950 Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R1 II IRC-6018-120-15.odf Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party Yes Design Pressure: +21.6/-24.5 Evaluation Reports Other: Design pressure +21 6/-24.5, Not for use in FL5302 Rl AE ASCE 7-98 -02 -OS.odf HVHZ. Glazing option shall not be used in wind-borne FL5302 R1 AE PTID 5302 T IRC-6018-120-15.odf debris region unless structure is designed as partially Created by Independent Third Party: Yes enclosed or door is a re lacement door. 5302.18 Stratford (M600) and Heritage Dwg. IRC-6018-130-32, 16'2 thru 18' wide. M950) Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 R1 II IRC-6018-130-32.odf Approved for use outside HVH2: Yes Verified By: TOM SHELMERDINE 0048579 Impact Resistant: No Created by Independent Third Party. Yes ! Design Pressure: +25.4/-28.7 Evaluation Reports � Other: Design pressure +25.4/-28.7, Not for use in FL5302 R1 AE ASCE 7-98 -02 -OS.odf HVHZ. Glazing option shall not be used in wind-borne FL5302 R1 AE PTID 5302 T IRC-6018-130-32.odf debris region unless structure is designed as partially Created by Independent Third Party Yes � enclosed or door is a replacement door http://www. floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqunL7 seVZMFL... 7/ 19/2011 Florida Building Code Online Page 5 of 5 5302.19 Stratford (M600) and Heritage Dwg. IRC-6018-145-36, 16'2 thru 18' wide. M950 Limits of Use Installation Instructions Approved for use in HVHZ: No FL5302 Rl II IRC-6018-145-36.�df � Approved for use outside HVHZ: Yes Verified By: TOM SHELMERDINE 0048579 Impad Resistant: No Created by Independent Third Party. Yes Design Pressure: +31.6/-35.7 Evaluation Reports Other: Design pressure +31.6/-35.7, Not for use in FL5302 R1 AE ASCE 7-98 -02 -OS.�df HVHZ. Glazing option shall not be used in wind-borne FL5302 R1 AE PTID 5302 T IRC-6018-145-36.odf debris region unless structure is designed as partially Created by Independent Third Party• Yes enclosed or door is a re lacement door. Back Next Depsrtment of CommuM[y A/Ialrs F/orJda Bul/d/ny Code OnlJne Codes and Sqndards �555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 O 2000-2010 The State of Florida. Ail rights reserved. Pnvacv Statement � Coovrioht Statement � A «ibihN Stat m nt � Plua-in SoRware � cu tom r S rvi Survev � Contact Us Produd Approval Accepts: � � iClrck � ScCUI'lt\ �u � uti . v.r�s��n � Trrq�A re..•r http://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDqunL7seVZMFL... 7/ 19/2011 � c� :r''. ��-•,�" • ° �� r � � . �•;�?,.j ' ' •� ��9�- � o a � b �a � �'' �Q;� i ....u-`:. �� . �.� _ � � ... �' 3.1b'lg,;�,:0.. �p � � ��n^ W . .,. r��'r.e. '�C: ��p�'�tl ��^{ E 6 'tT: 1f°iz�ia "',' .'ti � .. � ` z 3 _ , , �' a'i�B�yF�. ;; ��; �, .' �: . ` \ `� W � �E� �R �+� � .O'. Q�Bs��a,V;:�l',''1::\y':� � �►� Q � � � ., o , .� • �=;;...;�. .: ,�. � S g E � �$� �Y� ��;¢ �� . J;`7i �J�� 3' �Y '+ � S`O � `: �� $."1. r � �V C � p �� 8 - 4.'. ' $ ,. � � �� <�6 b � � � � � � 3 �� "� �3 3 g s � i�r t � � � � $ �i�ii� 2 � < o �� C� � � � �� j �� °�� g� � � � �� ___ + � �+7 aa � m � � < � ----, � : � � " � � u u > t e < � � �� i � o�� A b R �� _� ag� �� , � � � , p � � s r � �� < � � a � � � a ��R �� y � �:`!� � �� '" � � � il "� � �y431 ��:: P y •� . �+ � � 3W 0� � � 9�� i �� b E qbY 3 �� bs �� x�� i �� '� b ��LS> y �,a�9� �f3 �Z�'��ei��,�� 6�r ��6� q� N ' .� �� Q�� +4� R� �� `� 9 1/ d6 W �� at� o�� ! � �� : - � � � � ° � � �� o�� y � � a S �� .. � � � � � � ., � � �� a�� N �� a o 0 o y �5�:� �d � r k � � � � � � a � � L � ��.� �, d= � ��}� �� . � � �� L � � �� - � i� _ �� L � � � � � F A y �} � � � ��x Q � '° � � : � � � '_'�` $ � � ° � �iz • ° � � � iE 3 ( � • W � � � ! � �t� � Z � �` � _ �� ; = s r �� E � � �'�� . �� ¢: "' � � x � <, �s � � �+��€ �� '`��8 H s � �� . � �� ;� �� e � �� F �� °� .� � � �� o a" > � � Q �� g ,� �- r' „ Z y ` ��i`� ��R� a� y � � � � z= a � _ �,, � Y a hRr �a � N � � � !�� Y . � � � • ` = s a Pf� < a<� 'E � 3 � n� $ � �s� �� ,� �� N �� 9 � � � v �� g �g > b� � �� „� � _ �` � �- � y y i'v � � �� ° �� ?� ��3 ��6 +�'' �� t� �� :�� 3 �� <i c� y �� , ss r� � � SB R R ^ �E � .�i P. �'�P� R �R � ��p � e4 .... e � +i • �a� & i� � � � CCC � �� 00 oNNlVV1�000�e0 � ONIV ♦��OOOi 000 000 N f� 000 � � Od ♦• 00 00 ��000 ;�bbb��hN N NIV iYhh� h niiisia'oi b+inif 7'+�bY�t"v FYiF �`� �x� b b in bb bbb � @ 3 R7G ■M R N8 tS ! � �� 3�' ��+ a $�a� ��' ` ' �a : �� a s��e�E $= � g ��' g2 �� . �' " S s ` s ` � ` # !! �$$ ss8 8�S�s es$88 8 a g �' 8` ��S �< HH k�k� �° iC � �° R R L dSEii� �C � '� �' � 8 S^ 88E .S$ , o� 0 8�S �A 8 0 883 °� � q.. R � � 1� $� ��'" � x�� =$s� e�e '�� a a S a �� n �� o � so �� C �� : �' � E � � � � � � � � � � � � � � � C � � � � � � � $ � � � g � � � OOOOONNtVrf�OOOOOO��ooOplVpfff OOOeo��OOONMIVr1YOCO�i �'��OOD YfftlO Oi ��OOO� Q � bE NhN hN hNhhNNNNiV �iib i'�ihili�lr i�lfb�n'+7eNY �ifi4i �ti Y Yy�f mb0 b00A M1fitN � "' '" � i � � p � r � Y � � � � � � N � � � #NN NfV _ "_ �. Qy�^�CO�`�'O lV ♦ Y ( _-_ _ __'_ _I" �- �- n 8o b Eo = _ : i � ♦ ��ni�n�r � �\ � i N N N N '__ ___ (� � Yi �1!��: V��nIIJ� 1� � �p ` aD �D aD aD ED �D � e : s� ; .,��+ . f N N N N I F f O�� V' �i ;�(Q.�;; •�y �. v• �. � e s z s s —__ Z LL � � � � � � �\ ` ��Q %: W �NNp�N��N��NN� W }, y, ` b��? _ =w ��o�S��B '��" m � ''�.. N_ z . } . o�u' mm' So3o$er'So` - c� $ y ..�:i:�ii r� .�} - ��'W' �- � R /V N . N t N . N N a Q � q � � � � � � � � � � � e� C `\1�G" �'<� ' � : [! 11 NNN NN NN N N F Y 7�, � \ JO, r � •C 111 � ' �aD � io ED �D � �aD O ' aD � ?S •�Vl' . . (j ` a0 �tV �V 5� N N 3V <` .. �u : J i� ;, ' 'f• �� :,'.; . N � U � �n n ° �i id �i � � N w �n � m � w � �S� • ��',. '".••:C. # N N N� N N� N N�� N �� N o K iiel� �%i.lrS�y ..".;�` ; ,`'. " �m��a��Na��a��a��a� ��- �vrn �«:,,;;,:�., . N mNNNNNNNNNN�IVN�NItl M Q �� a ��b�� ' � ! *��b � & a� m��aioE�Eob€oom6 bEootoom Jrc� io�5o io �� Q g Y:�inNA��ob�coo8o� i�m m �ui��n�€o�mb i�ioin 'v � 8= � Q$= b i� m m•- b.- �!V � i .- ,}��i� � �i ��<�� a �� 'r'�Cr'��'�r"�� R'i'��n�"o �Gaa " l63X�l� � � �� ' � aee�Gv:� Z � � 5 � J cg �r��R� O � � � � z � � � N N � O Y �� e f�`'�O V Y U ��• � � Ci o = L.tl g �d i� �d� u' m$$g'$�$�gS N �� _ � � � t� � �� cccccc�� o �� r�� ` y �� Nn � g !e�'�d l�m��"� RaB�� Y�y� � � �� :��rgv��„�r��va U � � �3 � � s �> LL �� w� � �� , Q � Z ��f <Rf� ��0'=0e" O � �� y� \ � �� O ui � p • - � p • - p p p ppp � y� � 0 a0 vf 1�ON � iD O�� 0� �aDOfD d J �'� �� W a � � ��C��Z` C � �� $ s � J �g�3S�5��5�5��i� ? se� '�� 9�� «�e Q 3 6 '� N � 'y`id y U �i a�i �i a�i � �i �i �i a�i �i �i t� �i �i � � € '^^� � � � �� ¢ � � �� 5 ,G�:s�Y;;;;'+a$;'se • ��+�� \ � §��' g�$� N m � .�� . � � ��meo�aoa'�ao�mmmmm �� Q ��N��`�'� ��'� � �� Q � � W �n�ninv��nnv�ionn�nimm�in �y$�� J a o m QZ°�iomFO�,obb°��ZV��Da • � �� I� so b��b�� t^� ��o � V ¢ . `�, ° �.�' � _ �a City of Zephyrhills BUILDING PLAN REVIEW COMMENTS .�( �` Contractor/Homeowner: U � C � O� Date Received: � � � � Site: J � �� // %� Permit Type: � ��5� ��7' Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sh et s 1 ept with the permit andlor plans. y �. Kalvi s Examiner D te Contractor and/ar Homeowner (Required when comments are present) i iiiiii ii�� ii�i� i�� i ii��i �i�i� ��i� i��i i��i i�� 2011114478 - �,'�' U7'1(;E UF LUMn9ENC;EMEN Rept:1379730 Ree: 10.00 D5: 0.00 IT: 0.00 07/26/11 R. Cervantes, Dpty Clerk PCl'IIUI �U __ __ PRULR S 0'NEIL,Ph D PASCO CLERK & COMPTROLLER Tax Folio No 3f�-a5-o�/- D/�D -Bl�UD -� S� 07/26/11 09: 19am 1 of 1 OR BK �5�� PG ��C� THE t1NDERS]GNED hrreby gn�es nouce that unpro��emen�s will be made io cenain real p�oPe�ry, :u�d in accordance �vith Section i I 3 13 �f Ihe Flonda�Sta�utes the f�lli�u�m� infc�nnation �s ri�,��ided m this N(�T10E nF C'(1�1111EN('E111EN� L7�G4�.1� /�O/t/YDNS —�/ NAS� %r� �6 4�9 �lx �a� �.ar <�� 1 Descnpt�on ot property (legai drscriprion): _B� G3 �� /J� � / ( _ _ a) Streei (joA) Address 37�i�f`�'_ �, /I /3u� Zc�fJy�ly,GCS �=/ 33St,!/ 2 General description of impro��ements /S X30 t�A2fl�, l,e,�/aF� �� Cg,�� _ 3 nwner lnfonna�ion -- - - - - - - - -- - -- - - a) Name and address./�/[�lh�E�, bA2�267T 3? 5� _y��_�¢Vt?"_ r' i( �5�. l�/ 33�j/ -- b) Namc and address of fce sunple titleholdcr (if other than owner) c) lnterest m property -- - --- -- ---- - - ----- - --- - � 4 C'ontractor lnfonnation'�,c%I L �� 6�lrl�l4L F/N� -- a) Na�ne and address. ��'�d�2[S �M'�6 i�'' . 7-aPI/�.rN/LCS� F/ 3�5"1�.�_._ b)'felephone No �l� ?�,�-/OG�___ Fax No �Opi ) Sr/3 7/S-�5�'S S.Surery Information — a) Name and address. b) Amounl of Bond: __ __ - c) Telephone No.: _ Fax No (Opt.) � 6.Lender — a ) Naine and address: Phone No. 7 Identiry of person within the State of Florida desi�mated by owner upon whom notices or other documents may be served: a ) Name and address: b) Telephorn No.: Fax No. (Opt.) 8.1n addition to lumself, owner designates 1he following person to reccivc a copy of the Lienor's Notice as provided in Section 7 I 3.13(1 xb), Florida Statutes: s) Name and address: b) Telephone No.. Fax No. (Opt.) 9.Expiration date of Notice of Cwnmencement (the eYpiration date is one year from ihe date of recording unless a difierenl d9te is speciTied): �'VARNING TO OWNER: AN1' PAYMEN7'S MADE BY THE OWNER AFTER THE EXPIRA7'ION OF THE NOT)CE OF COMMENCEMENT ARE CONSIDERED IMPROPER PA1'MENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORLDA STATU7'ES, AND CAN RESUL7' IN YOUR PA�'ITTG TW10E FOR DVIPROVEIVIEN7'S TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON 7'HE .IOB SITE BEFORE 7'HE FIRS7' 1NSPEC7')ON. � YOU INTEND TO OBTAIN FIIVANCING, CONSUL? YOUR LENDER OR AN ATTORNEV BEFORE COMMENCING WORK OR RECORDING YOUR NOTiCE OF COI�A�NC ME T. sr�rc oF Fwam� covNr�� or /�i95ca j�� 0 �` S�R�� uf Owner or Owner's Amhorize �cedDirecwr/Panncr/Mamgrr � A 1-I• ,� »;�� N� '1�hc forcgoing instrument was aclrnowlcdgcd bcforc me this �_ day of T.�� / , 20�, by (�` � n hc-� e�� L �� (type of authority, e.g. ofiicer, trustec, attorney in fact) for (n9me of pprt,y on behalf of whom instrumenl was eYecuted). J �, -_ Personally Known _ OR Produced Identificanon �/ � � � " �t� '� � Notary Signa ° C�: �� , c Type of Identification Produced 1� 1.. L.� � ��\t��` �`o �; ��;�� .�-, �� j\. Name (prin�) �� "`:�:-_ �r�� Verification pursuant �o Sect�on 92.525, Flonda Statu�es. Under penalties of per�ury, eclare hat hav re d the forego�ng and that the facts s�ated in it are true to the bes� of my knowledge and belief. Fox!as�oc.,,�,�a •",.,. ��eii►rr.r� SHARRON JOHNSON �*: � s Commission #�E 105642 Signattuc of N 1 Pcrson Signing lin linr t1 10 ) A vc :�; E�tpir�s Juri� 23, 2015 ''+�; ' , BoiNkdiNfu'Ro�Fdn4iti�faii�6�0�5AS70t9 ��. . , `ti � � STATE OF F�ORIDA, COUN7�' �'r`,PASCO , THIS IS TO CERTiFY THAT THE�FOf��G01NG IS Q �, TRUE AND CORRECT COPY OF THE DOCUMENT� � ON FILE OR OF PUBLiC RECQRD IN THIS�flFFICE WITNES�Y HAND AND OFFICIAL SEAL THIS c7C�p — DAY OF 2 .� � PAULA S O'NEIL, C R CbMPTROLLER � B�'__,�!��' �� DEF?iJTY CLERK ; / �.�..�.,.�,,.�, . ,�._.__...,� �.._. .�_. ._ »w.. �..�,�.�.,,..�., ., �,�,$ .