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HomeMy WebLinkAbout14-15779 CITY OF ZE HYRHILLS -� 5335-8T STREEf ` (si3)�s -0020 15 79 BUILDIN PERMIT , PERMIT INFORMATION � - - LOCATION INFORMATION Permit Number: 15779 Address: 5929 13TH ST Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11-26-21-0010-02100-0060 Improv. Cost: 599.00 OWNER INFORMATION ' Date Issued: 11/26/2014 - Name: HIGSON MARGARET E Total Fees: 60.00 Address: 5624 MUSE CT � Amount Paid: 60.00 ZEPHYRHILLS, FL. 33542 Date Paid: 11/26/2014 Phone: (813)782-8707 Work Desc: GARAGE DOOR REPLACEMENT CONTRACTOR S APPLICATION FEES D SCOUNT ARAGE DOOR,I C BUIL ING FEE 60.00 Fi �v � � � - � - t � �� �� � Ins ections e uired F OTER 2 D O H PLUMB I INS LATI CEILIN FOOTER BOND DUCTS INSULATED S ER MISC. ROUGH ELECTRIC LINTEL MI C MISC. 1ST ROUGH PLUMB PRE-METER IN ULATION WALL MISC. DUCTS INSTALLED WATER MI C DRIVEWAY PRE-SLAB SHEATHING MI C. MISC. CONSTRUCTION POLE FRAME MI C. MISC. REINSPECTION FEES: Reinspection fees will comply wi h Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following rea ons: a)wrong address b) condemned work resulting from faulty construction c) repairs or corrections not ade when inspections called d)work not ready for inspection when called e) permit not posted on job ite f� plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit,there ay be additional restrictions applicable to this property that may be found in the public records of this county, and there ay be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "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 obta n financing,consult with your lender or an attorney before recording your no ice of commencement." Complete Plans, Specifications Must Accompany Appli tion.All work shall be performed in accordance with City Codes and Ordinances. O OCCUPANCY BEFO C.O. � ` ONT R SIG ATURE PERMIT OFFI R � PERMIT EXPIRES IN 6 MONTHS ITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD ROM WEATHER , s�saeo-oozo City of Zephyrhills P rmit Application Fax-81&780-0021 Building Dep rtment Date Received Phone Contact for Per ittin ) 9_... - �..�._..�..�..�..�..�..�.. _................_.......�....r r_� � ier's Name /� ��C�i C .S U`J Owner Phone Number �°7�� �e7 (�� Owner's Address -�/�� � c..� • � �j (�S Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS ���� �J/• �� l / `� / � 3.�.� yz LOT# [c '� � SUBDIVISION PARCEL ID# ��(r1 v�/ �Od��"v���� " G�d(a�/ (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED B NEW CONSTR B ADD/ALT SIGN � Q DEMOLISH INSTALL REPAIR PROPOSEDUSE 0 SFR Q COMM OTHER sC�r� -� Co: TYPE OF CONSTRUCTION Q BLOCK Q FRAME STEEL � DESCRIPTION OF WORK �Q��tC '�- -�Od� / �z I��el�t �4 �Q��t' .� �`� '� BUILDING SIZE SQ FOOTAGE� HEIGHT �BUILDING $� �O VALUATION OF TO AL CONSTRUCTION �ELECTRICAL $ AMP SERVICE � PROGRESS ENERGY � W.R.E.C. OPLUMBING $ �. QMECHANICAL $ VALUATION OF ME HANICAL INSTALLATION �GAS � ROOFING Q SPECIALTY OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE REA QYES NO BUILDER COMPANY SIGNATURE 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# r �=..iTHER ? � COMPANY SCG�t G!�''il-�C -��CT�� �/?G• ' SIGNATURE ��` / " "���� REGISTERED Y/ N FEE CURRE� Y/N ' a�3aeo-oozo City of Zephyrhills P rmit Application Fax-813-780-0021 Suliding De rtment Date Reaeived �t �} Phone Contact for Per itting ��� � J� - � ` 6 � � �-r.�. �..�.�. � ..... ._ .. ._ . _ . ._�..�__�_�..� _. __ Owner's Name j d�G� + .SD� Owner Phone Number �"70 �r���7 Owner's Address SIYo? � (..- • � / ��-S Owner Phone Number Fee Simple Titleholder Name �wner Phone Number Fee Simple Titleholder Address JOB ADDRE55 S �1 �.>/. �� � /. 33s yz LOT# �oF / SUBDIVISION PARCEL ID# �I�(p o�/ '0���"�oz/O� ^ �d G[/ (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADb/AlT SIGN � � DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM OTHER �[r 2 -t. o o,� TYPE OF CONSTRUCTION Q BLOCK Q FRAME STEEL Q DESCRIP770N OF WORK E a��i e- �ODr RZ /lLCQ ��� -SQlfi(e .J'/�2 '� BUILDING SIZE SQ FOOTAGE C] HEIGHT �BUILDING $� OD VALUATION OF T TAL CONSTRUCTION QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. �PLUMBING $ �a QMECHANICAL $ VALUATION OF M CHANICAL fNSTALLATION }�, � J�� •C QGAS Q ROOFING Q SPECIALTY OTHER FfNISHED FLOOR ELEVATIONS FLOOD ZONE AREA �YES NO BUILDER COMPAN SIGNATURE REGISTER D Y/ N FEE CURRE� Y/N Address License# ELECTRICIAN COMPAN SIGNATURE REGISTER � Y/ N FEE CURREA Y/N Address License# PLUMBER COMP SIGNATURE REGISTER � Y/ N FEE CURRE� Y/N Address License# MECHANICAL COMP SIGNATURE :'_H REGISTER Y! N FEE CURRE� Y/N `.� Address .. License# � � OTH�R �„ /� �1�,�[.����_ COM? Y SCpLc CGA1f��2 ��Ol�/L �/'JC• SIGNAI'URE G�R� /U �`'� REGISTER D / N FEE CURREP Y/N Address �S SS ,�. License# C(7 C � L � IIIIIIIIIIIIIIItII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIt11111111t111111 RESIDENTIAL Attach(2)Plot Plans;(2�sets of Building Plans;{1)set of En gy Forms;R-O-W Permit for new construction, .,:_:_.._.__.,,,...._a.:--�-•--°---..�_:.._,�_._ �__..,-- ---°- ^---•-•-•°--^'--- �._—.._•--^�---••-...��.�----°--._„_� NOTICE OF DEED RESTRICTIONS: The undersigned unders ands that this permit may be subject to"deed"restrictions" which may be more restrictive than County regulations. The u dersigned assumes responsibility for compliance with any applicable deed restrictions. UNLlCENSED CONTRACTORS AND CONTRACTOR RES ONSIBILITIES: lf the owner has hired a contractor or contractors to undertake work,they may be required to be lice sed in accordance with state and local regulations. If the cantractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or infended contractor are unc rtain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County uilding Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or ontractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which hey will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly li ensed and is not entitled to permitting privileges in Pasco Counry. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RES URCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fee may apply ta.the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, a specified in Pasco Counry Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at fhe time of permitting. ft is further understood that Transportation Impa Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy"ar final power release. I the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit iss ance. Furthermore, if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in acc rdance 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 co y of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agri ulture and Consumer Affairs. If the applicant is someone other fhan the"owner", I certify that I have obtained a copy of he above described document and promise in good faith to deliver it to the"owner°prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all th information in this application is accurate and that all work 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 installatio as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work ill be performed fo meet standards of all laws regulating construction, County and City codes, zoning regulations, an land development regulations in the jurisdiction. I also certify that I understand that the regulations of other govern nt agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in c mpliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypres Bayheads, Wetland Areas and Environmentally Sensitive Lands,WatedWastewater Treatment. - Southwest Florida Water Management Distri t-Wells, Cypress Bayheads, Wetland Areas, Aftering Watercourses. - Army Corps of Engineers-Seawalls, Docks, Navig ble Waferways. - Department of Health & Rehabilitative Services Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection f�qency-Asbestos a atement. - Federal Aviation Authority-Runways. I understand that fhe following restrictions apply to the use of ill: - Use of fill is not allowed in Flood Zone"V"unless xpressly permitted. - If the fill material is to be used in Flood Zon "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 Florida. - If the fill material is to be used in Ffood Zone " " in connection with a permitted building using stem wall construction, 1 certify that fill will be used only to fi I the area within the stem wall. - ff fill maferial is to be used in any area, I ce ify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely aff ct adjacent properties, the owner may be cited for violating , - the conditions of the building permit issued und r the attached permit application, for lots less than one (9) acre which are elevated by fill,an engineered dra nage plan is required. If I am the AGENT FOR THE OWNER, I promise in good fait to inform the owner of the permitting conditions set forth in tttis affidavit prior to commencing construction. I understan that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or othe installations not specifically included in the application. A permit issued shall be construed to be a license to proceed ifh the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall iss ance of a permit prevent the Building Official from thereafter � requiring a correction of errors in plans, construction or violat ons of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced w thin six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six(6) onths after the time the work is commenced. An extension may be requested, in writing, from the Building O�cial for a period not to exceed ninety (90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety( 0)consecutive days,the job is considered abandoned. WARAfING TO OWNER: YOUR FAILURE TO RECORD NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPE TY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECO DING YOUR NOTICE OF CBMMENCEMENT. .-:........;,..�, .....,••.,..:..,.....:..:..-:;:.;�•.;:•.y:.: „�-� �,�.�.. ... . ,,.S:: -,..;;....�..v.-..,.. :m�. �:i•. ::r.rc>;a.:• Y •%�C:. ..�c:: :::C+'..,: n•....:.�. . .:......:..:.........cb:: a. .,. •�:9r�; .J.:. 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S.ii;L�i'i ��.S.:i 9.: .'.a'.f,:;� L.:n.'l li.�� ' ;�`,v'i�;"�C: Ka�` %: :c .,r,'`:z;%'';>;�,': '� `f qr'ir,,,�:',.,,-'� .r ��,1 .�g 3' �1�;/�f` �9 t% bf.''.,..'.;E:�:�.5;3.?,;y. ;:z>::.S.y.7?>,' , >:.,.;•d>+.;i/rl.yti:.,:•,::,,,�,��� .,.r:,�i !<;� �.f /.v/ .,�y,;.•.•.. :•s ti.: . �ili:;:.i: !2.:F��i;:,�;Ti�q�rr,.,i;;.. ✓/; .3Si�/� :.�i �7� ��' �f6�:�,<Yv,'�'r�.:..Q{•.•.,;RR,2',�'i�"P1.•,3'`•i`'�,%ii.. � oy��`sf,i.rl:�;yi •'/''�;c�"9%�:`�. ' s?�C`o3c..,•fjT<'. v, a,g,,,�; / /�...: i:•.CO'!..�.�.. � �� l r tiv� .�' �S'�j�:�.x.;; /.� V�:> �,r�; ,.y <' .S:y:L':::t:'of.. t S .•.iQ.,.}�:• L.. `G S �?v :•,.'fA; �����% !y'��,/ J->� � o. - .. . �sj . ,:�:.,,.. � - . �. J � City of Ze hyrhills BUILDING PLAN R IEW COMMENTS Contractor/Homeowner: � `S C�p U N T � R A G� �aa R J-f�C. Date Received: � � — (� J� — 1� Site: 5 9 a 9 �3{ S�� r_ r_� PermitType: GAiZAG�_ Oaoc� RrPL�{C�M �N"T Approved w/no comments:�' Approved w/the below omments: ❑ Denied w/the below comments: ❑ � � This comment sheet shall be kept with the permit and/or lans. � - �,y Kalvin Swit r 1 s Examiner Date Contractor and/or Homeowner (Required when comments are present) � STATEWI�E PR(3dUCT APPR(?VAL SUBMlTTAL 1143 A IieationlPermi##. Build�n Addc�tss: 592913th St t3wner. Confractor:D�SCflllt1�G8CF1 �Dt101S,1€1 CJ eni� s: Slidin G{ass Doors,Exterior Swin Daors, 4verhead C?oors, Fixed Gfass,Windows,Mullions S li hts "'*Pressure Product Approva! Froduc#Mode!#or Gfass Attachment Approval Expiration *G1 D T Manufactur+�r Ca#e o Number/Se . Name Series T elSize Method �nti Date 2 3�.7 41,0 Wayne Dalton 327i�3.2 8248.3 8000 N/A Sing(e Wood lags Barrow NJA �? � � � �, � � � 6 � Eu = � a � � �� �, �.� � ,� w ' CJ k: Z � . ! U C� U Cl. � � *anty one entry required for Multiple units of the same size and Des3gn Pressure •"1�=Design Pressure T=Max.Test Pressure � Page 1 af�, 1.tl�G�21NG OPTIONS-.090'MINIMUM 13 GA ROLLER SL1DE ATiACHEp TD REVISIONS S58 GLAZING W MOLDED FRAMES 13 GA HORIZ ANCLE I BRACKET VATH 5/I6-18 BCLT&NIJi PI MODIFIED I:OTES i0 SCREWED TOGE7HFR WI7H A MININUN OF 11 IN CENTER SIOT AND 1/4-TOH.9/16' STATE TMAT LOUVERS (10)/Bzl'SCREWS INSTALLED IN TOP OR �3 GA FIAC ANCLE 1 � �ACK BOLT Ec 1/4-20 HE7C NUT AFtE NOT IMPACT PlIERMEOlA7E SEC110N (M1TH DR VAIHDUT iHROUGH ANY 7W0 ALIGNING HOLES RESISTANT. DECORA7IVE INSERTS)11EET5 UNIFORM I 1 13 CA COMNERqAL'A'FRAME CRT 6/29/07 STA71C YAND PRESSURES SHOriN oN 7NIS 16 cA MIN HORIZ i0P BRAC1fET ATTACHED H1TH 20 GA CENiER S1ILE �t o� P2 AO�ED Mn%CIAZING DRANCNG.GLAZING SNALL HAVE A 7q��K � (4)1/4-74x7/8�SELF ' I CIUENSION TO N07E5 6VWMUM HEIGHT OF 10�69'AND A OPoLLJHC CRIAIPTITE SCREN'S � SNEET 1,ADOED'fRACK MAXIMUM LFNG7H OF 16.94'.GLAZING IS 5/16�f-5/8' e \ io FLnc CONnECTION N07 IMPACT RESISiANT AND DOES NOT �qC SCREW(MIN 4 NOTE. IAEET THE REWIREMENTS FOR pS SHOHNJ - ' � GRT 71/10/07 W1ND-BORNE DEBRIS REGIONS. • . , , (4J 1/4-20x9/16'LARGE ADU(2)1/4-14x7/8' ' • P3 MOCIFlED LOUVER 2 NNri OR WOOD DOOR 57DP NAILED A HEAD 7RACK BIX.TS OR � SELF ORILLINC CRIMPTIiE SCREWS ` 'm' OPTIOY. ADDE�TExAS MAXINLIN�F 8'O.C,MUST OVERLAP TOP 1/4-40 SNOS 1HTH � (INSIOE OF EACH F11D HIN 16 CA END S11LE \ [10ERSE NUlABER TO ANU BO1H ENDS OF PANELS MINIMUN 1/4-20 HEX NUTS i m "o' T1TLE BLOCK. 7/16'TO MEk7 NECATIVE PRESSURES. 0 2'NYLON STORMOARD ROLLER ; 'm RT f/19/08 E 15 GA IAIN VERT P4 UPDAiEO TI71.E BLOCK 3.KEY LOCi(, SLDE LOpC,OR OPERATOR 7�q�K N1TH 4-1/2�STQl � REOUIRED. - ' � � GRT 4/18/12 i/4-20z9/16'TRACK a �.LOUVER OPTION-.040'I,UNIAIUTA BOL7 AND 1/4-20 HEX ' LWVERS IN MOLDED FRAMES SCREWED NUT AT EACH,�-US � ' _ TO4'EfF1ER'MTH A 611NIMUM OF(10)(JBxt' JAMB BRACKE7 LOCA710N ' , SCREWS INSTALIED IN THE BOTTOM � � � e � � SECTION. LWVERS ARE NOT IMPACT 14 GA WDE BODY END 'p' RE�UREAIENTSDFOR K1ND�8 TNE D�RIS 5/16x1-5/8'LAG ' 4)1%4714x5/88 SELF m REqONS. S�EW AT EACH • TAPPINC SCRENS • JAAIB BRACKET I 0 � 'm 5.SEC110N STEE�TO HA�E A MINfMUM ' 26 Ga 1HICHNESS. ' 6.iHE OESIGN OF THE SUPPoRTINC � ' ' d STRUCNRAL ELEMENTS SHALL BE THE � � ¢ RESPONSI8ILITY OF iHE PROFESSIONAL 15 GA Si1FFENEO � 1H CA NARROW BODY b � . I OF RECORD FOR THE BUILDING OR JAMB BRACKETS INTERMEDIAiE HINCE �' " STRUCNRE AND IN ACCORDANCE N77N SEE SCHELDULE FOR �J � ATTACHED WIiH CURRENT BUILDINC COOES FOR 7HE WANI7Y,LOCAlION, y (4) � LOADS LISTEO ON 7HIS DRAIMNC. �ND lYPE gl , iJ4-14�5/8'SELF m A p TAPPWC SCREWS •�" 7.DOOR JANB TO BE NINIMUM 2s4 KEY LOOC OR SLIDE LOCK STRUCNRAI.CRA�E LUMBER. REFQi TO ONE END(N07 REOUIREO JAYB CONNEC710N SUPPLQIENT FOR {NiF{ppEftATOR- SEE 14 CA BOTTON BRAqfET � � ATTACHMENT TO SUPPORTINC 5'TRUCIURE NOIE 3). SLIDE LOCK ATTACHFD YA1H{2) 0 B.fOR LOW HEAD ROOM LIFT ��uP¶����p � • CONOITIONS 70P BRACKET SHALL BE A 1/4-14x5 B'SELF DRIWNC • . ` 'N� 1J GA WR 7/{TOP BRACKET H11H A TANPER pE515TANT SCREW \ '0' A1INIMUN 6F�3) 1/}-14�7/8'SELF e I DRILLJNC CR FiIIE SCRENS IN LIEU OF 1HE BRACKET SHOVM ON 7}11S DRAN1NC. �Q R���SEC�TEN�S�DZ • � , U-BAR ON i0P SEC710N SNALL fiE ' �� INSTALLED ON TDP OF LHR TOP FaR U-BAR LOCATONS ON � -- m BRACKETS. �OORS W11H OiNER SECf10N WAN7ITIES AND SEE NO7E 1 — 7NI5 SHEET FOR CLALNG �naNS. -- JAMB BRACKET SCHEDULE SUPERIMPOSED DESIGN PRESSURE �� No � No.oF ,v.�e wcnn N OF CENiERIJNE OF LOADS ON SUPPORTING STRUC111RE r+�cHr sECnoHS BRAC10E75 6RACKEiS MEASURm FROM BOTTOM EACH JAiAB) OF TRACK(ALL DIMENSIONS t 2�) DOOR DOOR 6-6 4 7 2 J9-US. 10 J9-US. 21-3 4 .�-US,29-3 4 J9-US J9 ,IB-US,4B .IB-US. -1 4 JB-US WIDTH H�(iiT UNIFORM LOAD EAqi JAAIB(PL� �•_0� 4 7 2 JB-US, 10 JB-US. 27-]4 �R-US,29-3 4 JB-US,42 JB-US,52-1 2 JB-US,b3-f 4 .IB-US B-0 ALL +142.8 -164.0 -6 5 H 2 JB-US, 10 JB-US. 1B-J 4 JB-US.2fi-3 4 JB-US.36 -US,�5 -US, 5h1 4 JB-US, 74-1 2 .�-U5 9'-0' ALL +160.7/-IBS.S 8-O 5 B 2 -U 10 J -U , 1- 4 J-U , 9- 4 J - , 9 J- - -1 J -U5, -U e-a s� o�eaow N4IE: (JB-US)Fq10X7NC DIAIENSION OENOiES SLOTIED JAMB BRACI�T ATTACHEO TO 7RACK W1TH 1J4-20x9/16�TRACK BOIT AND NUi AS SHDN?J ABOYE. ALL DOORS CREATER 7HAN 9'IN H�CH7 REWIFE USE OF CANTINUOUS WALL ANGLE.SEE SUPPLEMENT 7RACK CHART FOR OETNLS. STA71C PRESSURE RATINGS qPPROVED SIZES SCALE: t�.T.S. SIZE: A W����� DESIGN (PSF): +35.70/-41.00 MAX W1DTH: 9'-0" DATE NAhiE 7EST(PSF): +53.55/—G1.SD NAX 4EIGHT: 14'-0" DR�IVN 5/56/C6 CRT , NARK A.54N1CRI,PE pal�on �MPACT/CYCLIC RATEO (YES/NO): NO 1/AX SECTION HEICHT:21" CHECKED 1/22/07 �dRB asoi s.sra�Hm�z+,wi�20o SHEET 1 Of 2 LErdSYltlC ix 75067 �il «at�zou I MODELS 8000/8100 DRA�NNC PART N0. REV. �x FE�oo7�i p1�1StON 01'OvERNEaD DOOR CORF 3795 A�DISDN OFIYE PROFESSICNOL MGA�R'S SGL PAOYICED CNIT FCR AENSnCOLA.FLORIOA 32574 'NINDLOAD SFECIFICHTION OPTION CODE 1103 32�p�2 ph t£pFIC/.tlCx Cl ydMLOM f.�STpLCTIDN CETALS. �50 474-9890 REVISIONS PI MODIFlED�OTES f0 STATE iHnT lOUVEItS ARE NOT IM?ACT RESISiANL � Lp�O� ����_�� GRT fi/29�07 I (8�SECTION DOORS WIiN P�AD�ED NAX CLAZINC I /s�IFR rn«N!±�±��1F L !fR]VS (BJ 7"ZD GA 90 KSI U—BARS 9iEETS1�AODED T2nCK i LOCA7ED AS SHOWN TO FLAC CONNECiION NOTE. i � GRT 17/10/07 i 'O' 'O' •p• P3 MOCIFIED LOUVER � (7)SEC110N DOOf35 N77H OPiIU�. ADOEO IExAS ' (7)3'20 OA 80 KSI U—BARS� �CENSE NUatBER TO • .^. .�. •� LOCAlED AS SHON'N nRE BLCCK. y 'o �o� GRT 9/19/08 � .a. P4 UPDATED TI7LE BLCCK CRT 4/15/12 (8)SECTION DOORS H17H (B)3�20 CA 80 K51 U-6AR5 LOCATEO AS SH015N (5)�C'IION DOORS WITH (5)3'20 GA BO KSI U—BARS� LOCATED AS SNOWN (4)SEC110N DOORS WI1H (4)3' 20 CA 80 K51 U—BARS LOCA7FD AS SHOVM I• � ATTACH U—BMS IyTH (2)1/4-14x7/B'SEIF dRILLWG CRIMPi11E SCREHS I AT ALL S71LE LOCATIONS.T7P. SiAT1C PRESSURE RAl1NG5 kPPRO�ED SIZES SCALE. N.T.S. SIZE: A I �� n�� �TESi NPSF�'. +35.70/-4t,00 �.tpx SVIDlH: 9'=0' DATE NAME ( } +5].55/ G1.50 NAX HEIGHT: 14' ' � 0 DRA54N 5/76/O6 GRT I NartR x savnt�p[ I Dalton IMPACT/CYCUC RATED (YES/NO): NO 11.AX SECTION HE(CFiT:21' CHECKED 1/22/07 fdR9 2501 5.STATE HHY 121.SUITE 2IX1 ��15�`�'""0�' � MODELS 8000�8100 SHEET 2 CF 2 tt PE 73oi] DIN90N OF OVERHEAD DOCR CURF Tx r•e�razsi DRAK7YG PART N0. REV 3795 ADOISOY OFIVE PflOfE551GNnL ENWAEER'S SCAL PRO��CED ONLY FGi PEU5nC01..�.fL09�Da J25i4 WINDLOAD SPECIFICATION aPTION CODE 1103 327p�2 P4 �es�cn�ov cF x+nvtn.n cav.rpucnou r.erR�s. EL,O 474—se9c i • �VI 11������ a�a���s A�o7 Henoer�aR Hoaxea ANGtioFi BoLTS N NoRMAL WEIGHT GONCRE7E hAAXiMUM SPACiM1lG OF ANC R BOLTS PER JAMB(iN} LdAO PER 2004 PSI 2500 St 30D0 PSi JAM6 LB! NOTE3 CONGRE7E CQNCR TE CCJNCRETE 100 24 24 24 120 24 24 24 i44 24 24 24 i60 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 2dd 24 24 24 260 2d 24 24 280 24 24 24 3Q0 24 24 24 32Q 24 2d 24 340 24 2d 24 360 23 24 24 380' 22 24 24 4QQ 20 24 24 420 i8 24 24 44d 19 23 24 460 18 22 24 484 17 21 23 50Q i6 20 22 520 16 2d 2i 540 15 19 20 560 14 18 19 580 14 18 'i9 600 13 17 18 620 13 16 't8 640 18 16 17 664 12 15 16 68d 12 15 16 74d 11 14 i5 720 ii . 14 15 744 i 1 � 14 15 760 ii 13 14 7$0 10 i3 i4 800 10 13 13 1.BASE�ON 318"0 A307 HEADED OR HOQKED{1.69°M1N.HO K LENGTH}ANCHOR BQL7S WITH A 1"C1.D.WASHER WITH A MINIMUM EMBEDMENT DEPTH OF 3°AND A MlNIMU EDGE DlS7ANCE OF S". 2.PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUlREO TO AINTAlN MAXlMUM 5PAClNG AS S}-tC1WN IN TA6LE WI7H A NINIMUM OF TNREE(3)ANGHOR BOLTS PE JAMB. ANCHOFi BQ�TS AT TOP AND 80TTOiv1 OF JAMB SHALL BE PLACED A MAXIMUNI OF 6"FROM'fHE ND OF THE JAMB. 3.LOAD PER JAMB CALCULATED BY 7AKlNG DESlfN 1.0A0{P F}T1MES DQt1R WlDTH{hl'}QiVlDED 8Y 2. EXAMPLE: DESIGN LQAD�30ps# DOOR WiDTH=i6ft LOAD PER JAtv1B=30ps€x 1fifU2 24ptb/fi 4.CHART!S BASE�QN 6'-6"MINlMUM AND 24'-0"MAXIMUM D OR HEIGHT. 5.OOQft JAM6 70 8E 2x6 FJO.2 GRADE SPF t�UMBEFt OR S ER MOURlTEd D1REC7LY TO SUPPOFi'i`STRUCTURE. 6.DESIGN QF THE SUPPOftT STRUCTURE:SHALL BE TNE SOL RESF'ONSiBiLiTY OF THE BUILD(NG DESIGNER AND SHAL�BE DESIGNEQ FOft TtiE JAMS LQAD LtSTED iN BOVE TABLE AS CALCUiATED PER N07E 3. 7.CAI.CULATIONS CONFflRNi TQ ANSiIAF&FA NDS-20d5 AND Ci 3ie-05,APPENDtX D. I � A roved Mark R.Barrow,PE Flor+da License No.57389 Wayne daltvn Carp, 3395 Addison Orive Pensacola,FL 325id Rsvision F8 f ( a II) November 4t�',2014 The City of Zephryhills Buiiding Dept. 5335—$`h St Zephyrhills,F133542 I am requesting that the fallowing persan be au arized to pu11 permits in the City of Zephryhills on my behalf. I am a state licensed building cc� tractor,licezise number CBC 1254791: Linda Krumholtz Beverly Anaata This Ietter is ta remain in effect unless I cancel i in writin.g. If you,need anything further from me, please give me a call at 35�-678-4448. S' cerely, ` ���u� _ � V. Dickerson Pr sident,Discount Garage Doors,Tnc. The foregoing insmament was acknowledged b fore me this 4th�af Novembex,2014 by J'ack Dickerson who is personally knawn to me. Sign ture o ary Public ...�.� :tp`PY AU��i �Q a,., DORETTA RAYMONO �: :`�2 Notary Public-State of Florida �,�" "�' My Comm.Facpires May 9.2�t5 �r: 'f;�o���o;:�`' Commissian#EE 808&5 \ I+inve�i3ber 26,2014 'X`a wl�ot� i.t zx�ay co�acexz�: Gzty o�'Ze�k�ryl�il�s, i,3acic Dickerson, �iv��ermissiaia for�avzd aymond, Linda Krumhc�IC�,Joe Hu�sc�n, or Tyler L�hm�to si�n&pzck up any p�rm'ts fram the City of Z.�phyrlaills using c;oncract�or licens��CBC12S479i�a�'D3SCpilFl G�r�ge 1�aa�;s, Inc. Si.ncezely, � �'�'i���" _ Ja�k V.Dick�rson �'resider�t, �3iscou�at Garage�aars, Ii�e. `�he�or�go�n�instt�tmer�t was aclutowledged b��axe m�ota�his 2G"'da�s�f�Tnvemi�er, 2���1-3ay J'ack��c1�.�z�sa.n wk�o is p�rsoxza�ly ku wn ta m.�. � � -~--µ 4......�„ �.,_ Si���ttur���'�tot�ry�ublic �,_...w ����pKYA�j�fi� pp��rA RAYMDMD d� f,. '�`� :°� Notary Pub�ic.SlAtr,ot Flarida :�M `� My Cqmm.txpiros May 9.2Qi5 �w,,• �,,; '�;�;����,� Commisswn�EE&08G5 r � FAX CUV R SMEET To: Fr m: Discount Garage doQrs inc Company: D te: 1�/26/14 08.�3:54 ANt Fax Number: 813-78Q-Q029 P es (Including cover): 2 Re: DGD-agent form Notes: ��� � �;F$6Ft€:`ti,'�.Si+�LII�`If�i'��R