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HomeMy WebLinkAbout15-16417 CITY OF ZEPHYRHILLS � 5335-8TH STREET � �ais��so-oo20 164 7 ' _ ' BUILDING PERMIT � PERMIT INFORMATION LOCATION INFORMATION Permit Number: 16417 Address: 6907 DAIRY RD Permit Type: COMMERCIAL ZEPHYRHILLS, FL. Class of Work: ADD/ALT COMMERCIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Rlumber: 02-26-21-0010-01000-0000 Improv. Cost: 12,000.00 OWNER INFORMATION Date Issued: 6/30/201 �,�,� Name: CITY OF ZEPHYRHILLS Total Fees: 9 0,0�� Address: 6907 DAIRY RD Amount Paid. 5. 0 ZEPHYRHILLS, FL. 33542 Date Paid: 6/30/2015 Phone: �. Work Desc: ENCLOSE/ADD GARAGE DOO,RS & CONCRETE OVER EXISTING :� - ' t CONTRACTOR S APPLICATION FEES SUN STATE ALUMN INC BUILDING FEE � 95.00 a--- L � - '2-� ` LS r ��` � Ins ections Re uired FOOTER 2ND ROUGH PLUMB MIS IN ULATION CEILIN 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 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 fi) 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 tNere may 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 obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans, S�Oecifcations Must Accompany Application.All work shall be performed in accordance with , City Codes and Ordinances. NO OCCUPANCY BEFO C.O. � OR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION �- 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER \ s�saeo-oozo City of Zephyrhills Permit Application Fax-813-780-0021 �Building Department ,- � � �aate Receieed .� �r � ! n Phone Contact for Permitting d �.3 7� -- ,s31 ` / Owner's Mame ( o'S ��° �� �S -�1 I!Z° I,d2 Owner Phone Mumber Owrner's Address LI.{r � , � Owmer Phone Rlumber ; Fee Sianple Titieholder fdame I Owner Phone Idumber i � i Fee Simple Titieholder Address n ; JOB ADDRESS � � 1 Cl` �Z� i Z ����j �L �OT# �� i SUBDIbISIOId PARCEL ID# i (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT � SIGM Q Q DEMOLISH B INSTALL REPAIR PROP05ED USE Q SFR � COMM 0 OTHER TXPE OF COMSTltUCTlOfd Q BLOCK Q FRAME � STEEL Q _wrS�' ���CRIPTIORIOFVHORK �n�ld�e �xiSf%F�i IDc.�i �c� 1 Vl Q� Q�d( �t/'as� c`a�r.s `�Cd� � � BIDILDIRIG SIZE a-g x a o SQ FOOTAGE I �D HEIGHT BUILDING $,a ��. U VALUATION OF TOTAL CONSTRUCTION i ELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. i QPLUMBING $ � � � ��� � QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION '' . �. ��� QGAS Q ROOFING Q SPECIALTY 0 OTHER � FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO �((//��� i � I I BIDILDER � COMPANY � `� w , l u i r� A UR �" � � REGISTERED Y N FEE CURRE� Y N �IGfd T E / i Address � License# C�C. f�"S � � I �LEC7'RICIAfd � COMPANY SIGMATURE REGISTERED Y/ N FEE CURRE� Y/N i Address � License# PLUAflBER , COMIPA(dY SIGIdATURE i REGISTERED Y/ N FEE CURRE� Y/N � Address License# M�CHAMICAL i COMPAWY ' SIGRIATURE � REGISTERED Y I N FEE CURRE� Y/N Address I License# i OTFlER COMPAMY SIGMATURE REGISTERED Y/ N FEE CURRE� Y/N ,Address Cicense# RESIDERITIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)woticing days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facllities 8 1 dumpster;Site Work Pemiit for subdivisions/large projects COMIAAERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Faciflties&1 dumpster.Site Work Permit for all new projects.Ail commercial requirements must meet compliance SIGId PERflAIT Attach(2)sets of Engineered Plans. °•••PROPERTY SURVEY required for all NEW construction. Directions: ' � � �� � — Fill out application completely. � �� 1� Owner&Contractor sign back of application,nota�ized j � If over 52500,a Rlotice of Commencement fs required. (AIC upgrades oeer�7500) i •" Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same ONER THE COUNTER PERMITTING (Front of Application Only) Reroofs ii shingles Sewers Service Upgrades A/C Eences(PIot/Survey/Footage) 9riveways-Not over Counter if on public roadways..needs ROW PIOT'!C� O� �EE� R�,'�'�IC1'iORl�: The undersigned understands that this permit may be subject to"deed" restrictians" . which may be more restrictive than Counfy r�gula#'sons. Yhe undersigned assumes responsibility for compliae�ce�vitF� ary applicable deed restrictians. 11�lL.ICiEN��D C{��I�Ft�G7QR� 1��1�D ���9������Y ���Q�OA1�I��L9�°8��: !f the ov+r�er has hired a contracfor or contractors #o undertake work, #hey may be required to be licensed in accordance with sfate and local regulations. If fhe contractor is not licensed as required by law, both the owner and contracfor may be cited for a misdemeanor violation uncier state law. }f�he avuner or intended confractor are uneertain as ta what licensing requirements rr►ay appty for the intended work, they are advised to confacf the �'asco County �uilding Insp�ction Divisian—Licensing Section at 727-847- 8003. Furthermflre, if the ovuner has hirsc! a contractor or cantractars, he is advised ta have the contractor(s) sign portions of the "conkractor Block" of this applica�ion for vvhich #hey vvill be responsible. If yau, as the awner sign as tf�e eoni�actor, that may be an indication that he is not properly licensed and is no# entitled to permitting privileges in Pasco County. Y�N��O�`��►YICDR! If�l�'��YIE3�'IL9'Y"If�� IRfl����'@R!� ���IDUf�Cf� ���0lI�IRY Ff�f��: `The undersigned understands � that Transparfation Impact Fe�s and R�caurs� Recavery Fees enay apply to �he construction af nevu buildings, change of use in existing buildings, or expansian of �xisting buildings, as specified in Pasco Caunty Ordinance nu�mber 89-07 and 9Q-Q7, as arr�ended. The undersign€�d aiso understands, that such fees, as may be due, wiil be identified at the time of permitting. It is further understaod that Transpo�tation Impact Fees and i�esource Recovery Fees must be paid prior fo , receiving a "certificate of occupancy" or final pouver release. If the project does not involve a certificate of occupancy or final power reiease, the fees must be paid prior to permif issuance. Furthermore, if Pasco County UVa#erlSevver Impact fees are du�, they must be paid prior ta permit issuance in accordance with applicable Pasco County ordinances. CON�'Y'��CTIO� �.���i L�lf�(C�ap�g�r 7'��, i�l�ri¢!��4��¢����, �s ��ne�d�e��: If valuation af work is $2,500.00 or more, ! certify that I, the applicant, have been pravided with a copy of the "Florida Cons4ruction Lien Law—Hameowner's ; Protectian Guide" prepared by the Ftorida Department of,4gricu(ture and Consumer Affairs. lfi the applicant is someone ; other than the "owner", I cerfify that I have obfained a capy of the abave described document and promise in good faith to deliver it to the"owner"prior to commencemenf. ( Cf?�i�'��1�'��31R'�lC�����'� i�����3�V1Y: t ceetify that al1 th�information in th'ss application 'ts accurate and that all �ark ' �ill be done in compliance with all applicable lavus regulating construction, zoning and land development. Application is � hereby made to obtain a permit to do �nroric and installation as indicated. I certify that no wark or insEallation has ' commenced prior to issuance of a permit and that ail work will be perFormed to meet standards of all faws regula#ing construckian, County and City codes, zoning r�gulations, and land developmenk regulations in the jurisdicfian_ ! also I certify thaf I unders#and that fhe r�gu(atians of other governrrtent agencies may apply fo fhe intended worfc, and fhat if is my responsibility to identify whet actians I must take 4o be in campliance. Such agenci�s include but are not limited ta: - D�partment of �nvironmental Prot�ctior�-Cypr�ss �ayh�ads, Wetland Ar�as and �nvironmenEally S�nsi�ive Lands, VVaterNVastevuater Treatment. - 5outhwest Florida V1(ater tl�anagement DiStPIC�-VVBISS, Cypress Bayheads, Wetlar�d Areas, Attering Watercourses. i - Army Corps af Engineers-Seawalls, �7ocks, Navigable Waterways. � - C�epar#m�nt of Fiealth � Ft�habilitatiue Services/�nvirt�nrrten#al Heaffh Unit-V1le(Is, Wasfewafer �`reatment, Septic Tanks. - US Er�vironmental Profectiart Agency-Asbestos abatetn�nt. - Federal Aviation Authori#y-Runwrays. i understand that the following restrictions apply 4a the use of fill: - tJse of fill is nat allowed in Flood Zone"V"unless express(y permifted. - If the fill material is to be used in Flood �on� "�", it is understaod that a drainage plan addressing a "compensating volutne" vviH be submifted at fime of permitting �nrhich is prepared by a professiona) engineer licensed by the State of Florida. - lf fhe �ll material is to be used in Flaod Zone "A" in conneclion writh a permitted building using stem vvall construction, I certify that fill will be used only to fill the area within the stem wall. - 4f fiN mat�rial is tp be used in any area, I cerfify #hat use of such fill uvil! not adversely affec# adjacent ' properties. If use of fill is found to adversely affect adjacent properfies, the orrvner may be ci#ed for violating the conditions of th� building permit issued under Qhe a#tached permit applicatian, for lofs less than one (1) acre which are elevated by fill, an ertgineered drainage plan is required. If I am the AP��idY f���1fH� CDlfil�llE4�, I pramise in good faith to infarm th� owner of the permitting condi#ions set forth in i this affidavit prior to cammencirtg construcfion. � understancf that a separate permi# may be requit'ed for electrica! vvork, plumbing, signs, welis, poofs, air conditioning, gas, or ather installations not specifically included in the application. A , permit issued shall be construed to be a licens� �o proceed with the vuork and not as authority to.violate, cancel, alter, or ( set aside any provisians of the t�chnical codes, nar sha11 issuance of a permit prev�nt#he �uilding a�cia!from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the v�rark authoriz�d by such permit is comrt�enced withirt six months of permi# issuanc�, or if Uvork authorized by the permit is suspended or abandoned_for a period of six(6) months after_the-time the-work-is commenced. An�extension may be cequested, in v,rriting, from the �uilding �fficial for a period not to exceed.ninety (90) days and will demonstrate justifiable cause for the extensian. (f work ceases ior ninety(90)consecutive days, the job is considered abandnned. iiilfARR98�� i'� t9�ii►F�iE�: Y�UIFt ��1LU�� Y� (R�CtI�D � ��l��C� O� ���fl6�dENC���P1'�' flH�Y (���i9�T I�t Y�iU� �'d�1fIPIC T1fV0�� IFiD� bi�i�'�20VI�fNrI�W`6'� �'C)Y0�9�I�II�CSf���Ylf. V�1fOlY 9h�'�EfVf� 7C) t)�Y,�11iV �IW�1hV�CIN➢(9, ����9J�Y 1f1tP7p-i '���l�t�ER9C�}��t Ca���1�7Yti�f�l�lt'I��SFt)������1��1�1r YC3�l��lOY1��t)(��O�f1i�iE6�C�t�i�PIT_ FLORIDA JURAT(F.S, 117 03 r � {?lfltftlEF2 4��t�G�1117 ' f�-- �Oi�l'TIRAC'TO� ��i�iG"I�2CL-� Subscribed and sworn o(or ai'firmed)before me this Subscribed and sworn to(or affir ed)before me this by by Wha islare persanally known ta me or F�aslhave produced Who{slare persanally knovsrn to me or haslhave produced as Idenkificakion. as identification. fVotary Public Notary Public Commisslon No, Comm(ssion No. Name af Notary typed,printed or stamped iVame of PJotary typed,printed or stamped � :�BC�,�,s � I llllll filll llill lllll lllll lllll lllll lllll lllll lllll llll i I i Flarida � &Engineering 2015203734 �uilding 6272 Abbo�St2tion Dr. ,- J—• ���fl.� Rcpt:1694195 Rec: 1@.00 �.ode ZeP�Y+�ilts�FL 33542 DS: 0.00 I7: 0.00 � 06/30/2015 T. S. , Dpty Clerk Permit No. �Parcel ID No �� - 07�o -� � �Q C�/� " � � ��"� ��� � � NOTICE OF COMMENCEMENT Sfafe of �IOFi t��. cou�tY or ��Se� THE UNDERSIGN�D hereby gives notice that improvement will be made to certain reel property, and in accordance with Chapter 713,Florida Statutes, the foltowing information is pravided in this lVotice oi Commencement: 1 Description of Property Parcel Identification No. �o��_��- � � '-' �c7!0 �- 6tC)C�0 � ��(� Street Address. t U 7�7 a_1�`+�a t� � Z�° A�., r�} ��S �� • 2. General Description of Improvement �l'Gt IMv�GC G C ✓�ci C� u K�o�'/� "��G I S�'i.A � �a �"�d�� �� a � �w ;-� ' 3 Owner Infannation or Lassee information if tfie Lessee cantracted for the improvement: a !� � L � i ��S � ~ _ � � f o,,.y � ame c� � t�t i t ��` ��w,� A dress City State �Y O� interest in Property� � �.i 7 Y1 "'�, � �� � �v'"'C9 Name of Fee Simple Titleholder U a i {If different from Ow�er listed above) a� Address � `� City State o A� 4 Contractor ` ) A �n�"�p,-►�__i���,(�{•t, '� n L( N� Q�� ♦1� �� 1 ��`� (�`�' 1��. �� ' ���t�.tu.,r �t ��-� . _._ ��-' ��87► Address City ��i— State �z'"� Confractor's Telephone fiJo.: ` ��b� °�� ' N� 5. Surety� ' , j M p iName i ,¢i Q Address City State Amaun#of Sond, $ Teiephone No.. 6. Lender Name Address , City State Lender's Telephone No.. 7 Persons within the State of Florida designated by the aw�er upan whom noticss or ather documents may be served as provided by Section 713.13{1}(a)(7),Flatida Statutes: Name I Address , City State ( Telephane Number o€Designated Person: I 8. In addition�to himseif,the awner designates ; of --� to receive a copy of the lienar's Notice as provided in Section 713.13{1}{b},F4orida Statutes. Telephone Number of Person or Entity Designated by Owner ' 9 Expiration date of Notice af Commencement(Ehe e�iration date may not be before the completion o#construcfion and finai payment to the contractor,but will be one year from the date of recarding unless a different date is specified): WARNING TO OWNER: ANY PAYMENT6(vSAE?E SY THE OWNER AFTER THE EXP1f2ATfON OF TFiE tJOiiCE OF COMMEhlCEMENT ARE CONSIDERED iMPROPER PAYMENTS UNDER CNAPTER 713, PART 1, SECTtON 713.13, F�OftldA STATU7ES, AND CAN RESULT,IN YOUR PAYING TWICE FQR IMPROVEMENTS Td YOUR PROPERTY. A N0710E OF COMMENCEMENT MUST BE RECORDED RNd POSTEp QN THE JOB 51TE 6EFORE 7HE FIRST WSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSUI.T WITH YCiUR LENCIEF2 OR AN ATI"C}RNEY BEFORE COMMENC4NG WOFtK t�R RECORC3IhlG Y�UR NOTIGE QF COMivtENCEMENT. Under penalry of perjury,I cieclare that I have read the foregping notice of Gommencement and that the facts stated therein are true to the best of my knowiedge and belsef. � STATE OF FLORIDA GOUNTY OF PASGO ' ignature of Owner.o��essee, er's or Lessee's Ruthorized Offic r/Directar/Partner/Man � Signatory's TitielO�ce � � The faregoing instrument was acknowiedged before me this�`"C.day of�'v�C .,20�,by C�1�i'y C �t`-� ' ��, (type of authority,e.g.,officer, rustee,attorney in fact)for (name af paAy on be��who�men��ua=�d). i l t �' Personally Known C��OR Produced Identification❑ Notary Signature �+ � � � Type af Idenkification Praduced Name{Prtnk}_.���._�{3��� t✓��G'� `� ,a`�pe�W � NELEN l.PEHRY �' Nater�r PuDllc-8Ute of florlda _ �= ConanN►�ion#►FF 22�296 ~,� �, �Ry Comm,Expfns Miy-7,2019 wpdatalbcsinoticecommencesnenf_pc053448 ,�0�i� 8ald�4tfra1lpt�N�lon�t Q+tatat�t Asan. --- % _.„ "�, � � " . Page Na of Pa�es . tEGD�t��C� , • - SUN STATE A�UMlNUM, INC. � , ' s154 Fort FGng Rd. ..- . i ZEPHYRHILLS, FL 33542 � �i � � ����3�78�7�0$ ��� E � �i - to ,� w+o� �+�'�' � ��� sr�r � �oewv� . -^ � CItY.St'A'iEtM�k' '� .106L�'rA710N _ �-. � AFtCHREL'1' " [IAIEl7F Fh.M13 i ddH PFiOt�E � Ii8I8FAt Sil�ttd� 8tid f1816M19f[t8 fOt« �� , _ � il � I � � �"'��f J+„��r `l �� .,` . 1 �3`�"i t� � � If' y �_ .������� C�`��.�� f 1 � , �� 1 ' Q►`J'.�..r�"�5�,. I = , � _.i��.�.. 1 a� o�L��' . i �*..� � ; � , � � C`C� � ��t`�:``�..�-� ; � l �� �� '� ' � . , � � � � f � ', , . _� i , � ; � '$��hereby fumiste eria! d labar—,campiete in accor�danca with abc►ve specificatians.for t1���fi�af: ` � � `�,,, `��"' ao�s t� t-.���� a�� �. �� me���� � � � , . ', , Aq unpald ba�nc.ss subJect to 1.6K mar�thty i�ar�fee. `i � AM maMrid ta pueArraod b 60 8t sPe�d-AM'MOAt b bQ aGmpte�d i1 a� i� mmu�emad�qbatendandpnc!loee.AtyalqraUwlordevkNo��teqm�lwv�� i�ruotvinp ea�ha ooela wil ba euoYa�ied odY apon wrpiea acie�a.ac�d wi!be�alno�a mdrA , dr�over end t�bu�!ha�11X q�erewn�s oa+Hnpent upon af�lpeR'aot3ile� e,.rv,�a! yb8 • �yq��pg��p{�apy���j���� �t!y It9�U1U�6��1MUh111 tj8y'B, � ' �f�Q,����Q Qf +�;�j��--The abaue Price�,spec�cations and cond'�tions are sa�Farc�r and a�l�bj►a�- ltiu are au�ari¢ed S�e ta da tt�work�sA�d-Pay�t w1�Iae made as outBr�ed abau�e_ � . ,. � f}ate ofAt�entan+y+• y - - � __ --__ __ _ � � �� , �, r ti n !� .af. - . j City ofYZephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: ��1�5�� Date Received: �Q� Z3--� � Site: � b ��' Permit Type: ���CLS.e.. u-,-a. � �(��j����C�iC�� Approved w/no comments: Approved w/the b'elow comments: ❑ Denied w/the below comments: ❑ , , , I $� � � � This comment sheet shall be kept with the pernut and/or plans. � 9 _ `i �/ /rJ Kalvin S tzer- xaminer Date , Contractor and/or Homeowner � (Required when comments are present) , r'lorida 13uilding C;ode (�nline Page 1 of 3 , • � : . �'""'�'���1.z'st._$� �¢:x r°�!i':!'xp> �'.,���r.+.'ao'`�. 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FlOf!da DepaRmznt�� BCIS Home Log In User Registra[ion Hot Topics Submit Surcharge StaLS&Facts ;Publications FBC Staff BCIS Site Map Llnks Search I - Busines /)� �. � ` Product Approval Professi�1�a1 +�' • USER:Publi[User 0 Regulation _ product Aooroval Menu>Produ�t or Aoolica[ion Search>Aoolica[lon List>Appiicatlon Detail �q�.����a,� �, _ FL# FL697-R3 ' � +•�� �- Applicatlon Type Revlslon ',�r�, �` "� Appll ation Status A 10 pproved Comments Archlved Product Manufacturer , Amarr Garage Doors � i Address/Phone/Email , 165 Carrlage Court � Wlnston-Salem, NC 27105 (336)251-1309 danny.joyner@amarr.com Authorized Signature � erandon Gentle � brandon.gentle@amarr.com Technlcal Representative Brandon Gentle Address/Phone/Emall 165 Carriage Court Winston-Salem, NC 27105 (336)251-1308 I � brendon.gentle@amarr.com Quallty Assurance Representative Danny Joyner Address/Phone/Emall Amarr Garage Doors 165 Carrlage Court Wlnston-Salem, NC 27105 dioyner@amarr.com Category Exterior poors Subcategory Sectlonal Ezterfor poor Assemblies Compliance Method � Evaluatlon Report from a Florlda Reglstered Archltect or a Licensed Florida Professlonal Engineer � Evaluation Report-Hardcopy Recelved Florlda Englneer or Architect Name who Thomas L. Shelmerdine ' developed the Evaluation Report Florida License PE-0048579 Quality Assurance Entity Intertek Testing Services NA Inc.-ETL/Wamock Hersey Quality Pssurance Contract Explration Date O1/OS/2015 Validated By � Steven M. Urfch, PE ; ' Vaiidation Checklist- Hardcopy Received - , Certificate of Independence FL697 R3 COI Statement of Indeoendence revlsed odf Referenced Standard and Year(of Standard)i Standard Year ' ANSI/DASMA 108 2005 TAS-201 1994 TAS-202 1994 TAS-203 1994 �i http://floridabuildin�.or�/pr/pr app dtl.aspx?param=wGEVXOwtDatlBIzdOeYmrR�nl3__. 4/26/2012 � � . � . ' 3 GA F�AG BRqCNET ATTnCV�O TO VOOU JnMB ' v/(3)3/16 Of0.%]-3/B'�AG H0.T3 PNO TO TRACK V/(�)1/�'-20 TRnCK SPUCE HRTS AND M1TS . 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(i)r�x xa�n Heritugc,Strntford,and Oak Summit 3000 in Shoct, z x e swmEnn miow Ar+e Long,Flush,Ribbed and Oak Summit Panels �Ha z oa serim? sff c�a{sr cu oxh an+/ur ttu:+c x� 8 rxom er u� wh .anc� SBC-5�0—d19 TRACK MOUNIIN.S'LDFTA� p� 11qYAS L 9ElJrtIdtE PE UC Xa OW8S79 san i a i I � . Y I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10 AND SECTION 1003(EXISTING BLDG.)OF THE FLORIDA BUILDING CODE 2010 EXISTING 4"X4"X.125" POSTS, TYP. I I � X 0 cD PROFESSIONAL ENGINEER SEAL O ENGINEER OF RECORD m I David W. Smith P.E. EXISTING 4"X4"X.1 25" z I I FLORIDA LICENSE NUMBER:53608 a POSTS, TYP. 0_ I ID - - - - - - - - - - - - - - In Thomas L. Hanson P.E. w NEW 2X10 SMB CARRIER X FLORIDA LICENSE NUMBER:38654 IZ M 00 I in Mark Ronald Dunn, Jr. ID ' in X I w P.E. U) 0X0 ( IJ FLORIDA LICENSE NUMBER:73968 NI NI t1I Z N 0 I Z o FBC Plans&Engineering Z I M K) Services, Inc. N 3x3x.093" XI I c0 6272 Abbott Station Drive Unit 101 w KINGPOST M Zephyrhills,0.33542 tJ L. ._. .._J 2X8 SMB L . J ------------ Phone:(813)788-5314 ----- — --- —� -------- -------------- I Fax:1-(866)-824-7894 —————————— FOR OPNR. AS REQ D. Website:www.fbcplans.com C.O.A.-#29054 -------------------------I EXISTING 4"X4"X.125" I NEW 2X10 SMB CARRIER I POSTS, TYP. I j I DATE:6/02/15 2"X6" STUD WALLS I I I I DRAWN BY: W.P. UNDER EXISTING I PALUM. BEAM & PAN I IIIUR REVISION: DATE: ROOF I I I I OOVER EXISTING C 0 BETE I RO 1 I I I I I I Roe 9'X10' OHD 16'10' OHD RO 3 RO PROJECT ADDRESS: I I I I I I I I I I CITY OF ZEPHYRHILLS II I FIRE DEPARTMENT I I I I I 6907 DAIRY ROAD --------------- ------------- -------------- ZEPHYRHILLS, FL. EXISTING 4"X4"X.125" POSTS, TYP. 106 17'-6" CONTRACTOR: 28'-0 SUN STATE ALUMINUM. INC. FLOOR PLAN 1/4"=l'-0" EXISTING FREE STANDING CARPORT & SLAB PLAN/ELEVS I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN EXISTING PAN ROOF ALUM. CARRIER BEAM ATT. TO WALLS COMPLIANCE WITH ASCE 7-10 AND SECTION 1003(EXISTING BLDG.)OF THE FLORIDA W/2"X2"X.125" ANGLES. FASTEN ANGLES BUILDING CODE 2010 TO STUDS W/(4) fj"X3" LAG SCREWS. FASTEN 2X SMB TO ANGLE W/(N) #10X" SMS. N=BEAM HT. -- 2X ALUM. SMB PER PLAN (4) 2x4 STUDS (4) 3/8" THROUGH BOLTS, 2X8 SMB RIDGE BEAM BEAM=- FOR BM ATTACHMENT 2X9 SMB 1 / WASHERS & NUTS I I _ I I SIMPSON ABU POST ALTERNATE CONNECTION: (1) 1j"X1j"X.125" 3x3x.093" ALUMINUM KINGPOST BASE OR DSP PLATE INTERNAL 'U' CHANNEL TIES, FASTEN PER ® MANUF. SPECS (4) 3/8" THROUGH BOLTS, PROFESSIONAL ENGINEER SEAL I ® ® 2X8 SMB DOOR OPNR. BEAM U;y ;c- ENGINEER OF RECORD: KINGPOST DETAIL TO ATTACH RIDGE BEAM David W. Smith P.E. TO 2X8 BEAM FOR GARAGE DOOR OPNR'S FLORIDA LICENSE NUMBER:53608 2x- PURLIN CARRIER BEAM TO WOOD WALL HEADERS SPAN ALTERNATIVE CONNECTION MEANS: 2x- CARRIER SMB CONNECTION DETAIL OPTIONS Thomas L. Hanson P.E. O BEARING WALL SIZE JACK FASTEN RECEMNG CHANNELS TO SMB W' STUDS CARRIER SMB WITH g16"THRU BOLTS FLORIDA LICENSE NUMBER:38654 SUPPORTING (2) 2"x4" 4'-4" 1 WASHERS AND NUTS.CORROSION RESISTANT COMP. PANEL ROOF 1. O.C. STAGGERED 2x- PURLIN 2 2"x6" 6'-4" 1 NUMBER OF BOLTS=BEAM HEIGHT'H'-1 (2) 2"x8" 6'-0" 1 . 2xH'5 CARRIER Mark Ronald Dunn, Jr. P.E. (2) 2"x1O" 9'-6" 2 se 'H' FLORIDA LICENSE NUMBER:73968 (2) 2"x12" 11'-6" 2 (3) 2"x12" 16'-4" 3 DBL. HEADERS W/�" PLWD. SPACER, GLUED & Joel Falardeau P.E. FLORIDA LICENSE NUMBER:70667 NAILED W/16d NAILS ® 24" O.C. (2 ROWS �e STAGGERED) FBC Plans &Engineering OPTIONAL GARAGE DOOR Services, Inc. OPENER EX. 3"X12"ALUM. RISER PAN ROOF FASTEN PURLIN TO CARRIER SMB WITH 6272 Abbott Station Drive Unit 101 (2)1/ex 2•NEC.CHANNEL W//10x3/4 TEES 3/4"O.C I(1)SCREW PER INCH OF DOOR TRACKS TO HANGERS W/ Zephyrhills,fl.33542 BEAM HEIGHT'H'.) DBL 2x 1 4" DIA x1" BOLTS, NUTS & WASHERS TOP PLATE-7 Phone:(813)788-5314 Fax:1-(866)-824-7894 PURLIN/CARRIER BEAM CONNECTIONS We.A.-#29054 www.fbcplans.com ATTACH DOOR TRACK TO 2X C.O.A.- SMB PER SITE SPECIFIC PLAN DRAWN BY: W.P. VSIMPSON X6 CRIPPLES O 16" Q.C. DBL. 2X WOOD LSTA OR EQUI/. HEADER, PER CHART REVISION: DATE: 2X4 SYP JAMB. ATTACH RD 2X6 STUDS O 16" Q.C. BRACKET W/(3) 1%"X1j" WOOD SIMPSON STUD PLATE TIES LAG SCREW RD 2 OR EQUTV. ARE REQUIRED AT ALL STUDS ON GABLE RO 3 END WALL 2X6 JACK STUDS PER TABLE RD 4 ALL CONNECTORS AND FASTENERS IN CONTACT ALL GARAGE DOOR HARDWARE TO BE ATTACH JACK TO CONT. STUD W/TREATED WOOD SHALL BE ZINC COATED INSTALLED PER MFGRS SPECIFICATIONS PROJECT ADDRESS: W/16d NAILS ® 24" O.C. GALVANIZED STEEL OR SIMPSON 'ZMAX' CITY OF ZEPHYRHILLS t/2" CDx OR OSB FIRE DEPARTMENT SIMPSON DSP, SPH OR EQUIV. STRUCTURAL SHEATHING 6907 DAIRY ROAD AT EACH SIDE OF OPENINGS APPLIED PER MFGRS SPECS • FASTEN PER NOTE ZEPHYRHILLS, FL. ATTACH TRACK BRACKET TO 2X4 SYPT / . _______________________ CONTRACTOR: JAMB W/(1) 1 "X1j" WOOD LAG SCREW PER BRACKET SUN STATE ALUMINUM. INC. 2X6 P.T. BASE PLATE Lj"O WEDGE ANCHORS W/STANDARD WASHERS, 12" FROM CORNERS, 6" GRADE WOOD WALL FRAMING FROM OPENINGS AND 24" O.C. FRAMING FOR OVERHEAD OVERHEAD DOOR FRAMING W OVERHEAD ROOK W/4j" MIN. EMBEDMENT TYP. DOOR OPENING N.T.S. I HEREBY CERTIFY THAT I HAVE REVIEWED ALL CONNECTORS AND FASTENERS IN CONTACT THIS PLAN AND FOUND IT TO BE IN W/TREATED WOOD SHALL BE ZINC COATED COMPLIANCE WITH ASCE 7-10 AND SECTION GALVANIZED STEEL OR SIMPSON 'ZMAX'' 1003(EXISTING BLDG.)OF THE FLORIDA BUILDING CODE 2010 PRODUCT APPROVAL CODE CHART HEADERS JACK STRUCTURAL COMPONENTS CLADDING ROOFING EX. 3" RISER PAN 0 BEARING WALL SIZE S'w'N STUDS ROOF SIMPSON SPt SP2 FL10456 VINYL SIDING FL12231.3 COMPOSITE PANELS FL22 11 SIMPSON H10A FL11478 RISER PANS FL1779 SUPPORTING (2) 2"x4" 4'-4" 1 SIMPSON DSP FL10456 COMP. PANEL ROOF 2 2'x6" 6'-4" 1 SIMPSON SPH O10456 SIMPSON ABU ABW O10849 (2) 2"x8" 8'-O" 1 SIMPSON LSTA MSTA FL10852 (2) 2"x10' 9'-6" 2 [� SIMPSON CS16 010852 (2) 2"x12" 11'-6" 2 / EXISTING 2X ALUM. CARPORT BEAM WALL PANELS (PLYWOOD) NAILING NOTE: DBL. HEADERS W/I" PLWD. SPACER, GLUED & (y J" PLYWOOD SCREWED TO NAILED W/16d NAILS 0 24" O.C. (2 ROWS THE EXIST. BEAM FOR NAIL 8d NAILS 6" O.C. @ EDGES & 12" O.C. IN STAGGERED) PLYWOOD NAILER FASTEN 2X6 TOP PLATE TO ALUM. FIELD. ROWS OF NAILS SHALL BE 4" MIN. FROM 2 ROWS #10X1." SMS ® 16" O.C. BEAM W/#1OX2j" SMS ® 16" O.C. PANEL EDGES. PLYWOOD SHEATHING SHALL OVERLAP BOTH TOP & BOTTOM PLATES. ALL FASTENERS NAILED CDX PLWD. SHEATHING & 2X6 WOOD STUDS ® 16" O.C. PER MFG.'S SPECIFICATIONS. PROFESSIONAL ENGINEER SEAL VAPOR BARRIER, FINISH W/ = WOOD SIDING, SHEATHING, AND WALL FRAMING ENGINEER OF RECORD: VINYL SIDING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN 6" FROM THE David W. Smith P.E. GROUND OR LESS THAN 2" MEASURED VERTICALLY FRAME WALL ATTACHMENT UNDER CARPORT BEAM FROM CONCRETE STEPS, PORCH SLABS, AND FLORIDA LICENSE NUMBER:53608 SIMILAR HORIZONTAL SURFACES EXPOSED TO 3" RISER PANS, FASTEN TO BEAM THE WEATHER SHALL BE PRESERVATIVE TREATED AS PER R317.1 W/#10XJ" HEX HD. CORR. RESIST. SCREWS, 3 SCREWS/PAN Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER:38654 EX. 2X ALUM. RIDGE BEAM CONT. 2"X6" WOOD STUDS ® 16" O.C. I I i Mark Ronald Dunn, Jr. P.E. -- EX. 3"X12" ALUM. RISER PAN FOR GABLE END WALL -+-+------1-- I I I FLORIDA LICENSE NUMBER:73968 ROOF 1 I I I I I I I EX. 3"X12" ALUM. RISER PAN ROOF, FASTEN TO DBL. TOP PLATE W/#1OXj" TECH SCREW I Joel Falardeau P.E. FASTEN 2X6 TOP PLATE TO ALUM. W/NEOP. WASHERS, 3 PER PAN ® BOTH ENDS FLORIDA LICENSE NUMBER:70667 EX. ALUM. CARPORT BEAM BEAM W/#1OX2j" SMS ® 16" O.C. I FBC Plans &Engineering DBL 2"X6" TOP PLATE (ONLY NON-TREATED Services, Inc. Fi WOOD IN CONTACT W/ALUM. ROOF OR PROVIDE N I IMPERVIOUS MOISTURE BARRIER) 6272 Abbott Station Drive Unit 101 0 Zephyrhills,fl.33542 n I I 2X4 BLOCKING FOR Phone:(813)788-5314 2X6 CRIPPLES ® 16" O.C. PANEL SPLICE WHERE Fax:1-(866)-824-7894 -ji i WALL HT. EXCEEDS Q I I Wehsite:www.fbcplans.com DBL 2X4 HDR. W/1/2" CDX PANEL LENGTH C.O.A.-#29054 PER TABLE SHEATHING SHALL OVERLAP BOTTOM AND TOP PLATES, SEE NAILING NOTE DRAWN BY: W.P. 01 FI SIMPSON STUD PLATE TIES OR EQUIV. ARE REQUIRED " CDX PLWD. & VAPOR BARRIER, FINISH W/ ONLY AT THE CORNERS AND EACH SIDE OF OPENINGS 5 VINYL SIDING I WHEN SHEATHING PANELS ARE CONTINUOUS (8'-0" OR REVISION: DATE: UNDER) AND NAILED PER PANEL NAILING NOTE. 2"X6" WOOD STUDS ® 16" O.C. RO1 ADD SP2/SP1 AT ALL STUDS WHERE WALL HEIGHT RO 2 I I 2X6 JACK 2X6 P.T. BASE PLATE , SEE TABLE EXCEEDS 8'-0" OR WHERE SHEATHING PANELS ARE RO 3 ATTACH JACK TO CONT. STUD J"O WEDGE ANCHORS W/STANDARD WASHERS, 12" FROM JOINED. W/16d NAILS ® 24" O.C. CORNERS, 6" FROM OPENINGS AND 24" O.C. RO 4 INSTALL DOOR/WINDOW IN I I W/4" MIN. EMBEDMENT & 1j" MIN. EDGE DISTANCE TYP. POUR 4" OF NEW CONCRETE OVER PROJECT ADDRESS: I I OPENING PER MANUF. _- � +�� �, EXISTING CONCRETE SLAB INSTALLATION INSTRUCTIONS 2500 PSI CONCRETE SLAB WITH CITY OF ZEPHYRHILLS GRADE 6"X6" #10/10 WWM (OR 3000 PSI FIRE DEPARTMENT 6907 ROAD DAIRY FIBERMESH) ZEPHYRHILLS, FL. SIMPSON DSP / OR EQUIV. \\/a\ • EXISTING SLAB & CONTRACTOR: FOOTING SUN STATE ALUMINUM. INC. GABLE END WALL SECTION FRAMING FOR SWINGING DOOR OR WINDOW OPENING WOOD WALL FRAMING GARAGE I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10 AND SECTION 1003(EXISTING BLDG.)OF THE FLORIDA BUILDING CODE 2010 EX. 3"X12" ALUM. RISER PAN ROOF I I I I I I 4(/ CCC I I I I I I I I I p I i i i i PROFESSIONAL ENGINEER SEAL I I I I I I EXISTING 4"X4"X.125" POSTS, TYP. ENGINEER OF RECORD I I I I David W. Smith P.E. FLORIDA LICENSE NUMBER:53608 I I I I I I Thomas L. Hanson P.E. I I I I i i i i i i FLORIDA LICENSE NUMBER:38654 -----------------�-�------------------ — ----- Mark Ronald Dunn, Jr. P.E. 30'-0" FLORIDA LICENSE NUMBER:73968 SIDE ELEVATION 1/4"=1'-0" FBC Plans &Engineering Services, Inc. 6272 Abbott Station Drive Unit 101 NEW 2X8 MID SPAN BEAM EXISTING 2X SMB RIDGE Zephyrhills,IL33542 ' Phone:(813)788-5314 Fax:1-(866)-824-7894 � II _ I I Web It054: fbcplans.com I I � I I DATE:6/02/15 I I EX. ALUM. CARPORT BEAM ' I I EX. ALUM. CARPORT BEAM DRAWN BY: W.P. REVISION: DATE: I I II RO1 I � RU 2 RO3 0 0I RO 4 N PROJECT ADDRESS: I , I I CITY OF ZEPHYRHILLS FIRE DEPARTMENT 6907 DAIRY ROAD ZEPHYRHILLS, FL. I I I j CONTRACTOR: I I -------------------------------,�------------------ • SUN STATE ALUMINUM. INC. 28'-0" REAR ELEVATION PLAN/ELEVS I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10 AND SECTION 1003(EXISTING BLDG.)OF THE FLORIDA BUILDING CODE 2010 EX. 3"X12" ALUM. RISER PAN ROOF I I I I I 1 Ii ii I I I I I I � I I I I I I I i t I I I I I I I O PROFESSIONAL ENGINEER SEAL I I II I I II I �,, , , , , , , 2"X6" STUDS © ENGINEER OF RECORD II II I II I II 16" O.C. FINISHED WITH David W. Smith P.E. F II I II I II VINYL SIDING I I I I I I FLORIDA LICENSE NUMBER:53608 I I I CO I I I 1 I , I Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER:38654 ------------------------------------- ----------------- Mark Ronald Dunn, Jr. P.E. 30'-0" FLORIDA LICENSE NUMBER:73968 SIDE ELEVATION FBC Plans &Engineering Services, Inc. EXISTING RIDGE 6272 Abbott Station Drive Unit 101 BEAM NEW 2X8 MID SPAN BEAM Zephyrhills,fl.33542 Phone:(813)788-5314 EXISTING EDGE EXISTING EDGE Fax:1-(866)-824-7894 BEAM I BEAM Website:www.fbcplans.com C.O.A.-#29054 II � I DATE:6/02/15 DRAWN BY: W.P. I ' REVISION: DATE: II I 1 1 I RO 1 I , R02 II ' RO 3 0 ' ' ' O I ' 9'X10' OHD ' I 16'X10' OHD I N RO4 ' I PROJECT ADDRESS: I , I , , CITY OF ZEPHYRHILLS FIRE DEPARTMENT I I 6907 DAIRY ROAD ZEPHYRHILLS, FL. I II , I II , ' CONTRACTOR: I I I I SUN STATE ALUMINUM. INC. 28'-0� FRONT ELEVATION PLAN/ELEVS 1/4"=1'-0" I HEREBY CERTIFY THAT I HAVE REVIEWED General Notes HOT DIPPED GALVANIZED. THIS PLAN AND FOUND IT TO BE IN A.CONCRETE &FOUNDATION DESIGN: 5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X 4. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY COMPLIANCE WITH ASCE 7-10 AND SECTION BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). CONTRACTOR 1003(EXISTING BLDG.)OF THE FLORIDA 1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 2500 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE 5. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL BUILDING CODE 2010 PSI MINIMUM. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT - HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, 2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF - ENSURE BONDING AGENT IS USED FIRST. MINIMUM,3 1/2"NOMINAL THICKNESS. THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 6. SCREENING MATERIAL SHALL BE 18X14X0.013 OR 3. FIBERMESH,(3000 PSI MIN.)(3/4"PER CUBIC YARD MIN.) INSERTED IN PILOT HOLES BY TURNING AND UNDER NO EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED MEETING APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE CIRCUMSTANCES BY DRIVING WITH A HAMMER OTHERWISE. USED IN LIEU OF WELDED WIRE MESH 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN 4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S 5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY 60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 BE APPLIED IN CONDITIONS ACCEPTABLE TO /n 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE tt11�� BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. GRADE#5 OR BETTER ZINC PLATED. 7. SOIL BEARING PRESSURE SHALL BEAMINIMUMOF1500PSF. 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR WOOD FRAMED GARAGE UNDER EXIST. CARPORT ROOF 8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 FOLLOWING: 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES OPC(PORTLAND CEMENT TYPE I,-ASTM C 150). FOR USE WITH ACQ PRESSURE TREATED WOOD,OR DESIGN DATA: AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN OTHERWISE NOTED ON PLANS. 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 140 MPH PROFESSIONAL ENGINEER SEAL 3/4". 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. AIR ENTRAINING+/-1%-ASTM C 260. 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS NOMINAL DESIGN WIND SPEED Vasd: 110 MPH WATER REDUCING AGENT-ASTM C 494. G-185. 2. RISK CATEGORY: II ENGINEER OF RECORD CLEAN POTABLE WATER. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL 3. WIND EXPOSURE: B David W. Smith P.E. OTHER ADMIXTURES SHALL NOT BE PERMITTED. BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" 4. WIND LOADS: MWFRS 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. UNLESS NOTED OTHERWISE. SOLID ROOF : 23 PSF FLORIDA LICENSE NUMBER:53608 10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN ( ) CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, E.REFERENCE STANDARDS: ROOF ZONE 1: 8.9/-21.8 PSF, ZONE 3: 8.9/-55.0 PSF 2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM E 119 WALLS: ZONE 4 21.81-23.6 PSF, ZONE 5: 21.8/-29.10 PSF Thomas L. Hanson P.E. RECOMMENDATIONS. ASTM E1300 1300 / / 11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASCE 7-10 5. 4"CONCRETE CAP 2500 PSI W/6"X6"-#10WWM OR 3000 PSI FIBERMESH OVER FLORIDA LICENSE NUMBER:38654 CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B EXISTING 4"CONCRETE SLAB VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ASTM C94 SPALLING OR OTHER DETERIORATION. ASTM C150 EXOPOSGD CONCRETE NCSTRUCTURE.EALL BE ADEQUATE TO WITHSTAND THE LOADS FROM THE Mark Ronald Dunn,Jr. B.MASONRY: ASTM C33 1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD _ ASTM C260 6. SCREEN ROOF TYPE:: N A P.E. ASTM C494 7. SOLID ROOF TYPE: EXISTING 3"X12"PAN ROOF,FL 1779 OR EQ. FLORIDA LICENSE NUMBER:73968 HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON ASTM A615 TYPE M OR S MORTAR. ASTM A185 2.ALL MORTAR SHALL BE OF TYPE M OR S. FLORIDA BUILDING CODE 2010 (CHAPTERS 16,20 AND 23) FBC Plans & Engin eering in 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE W/2013 SUPPLEMENTS. g g Services,Inc. MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 2005 ALUMINUM DESIGN MANUAL 4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING 6272 REINFORCEMENT WHEN GROUT POUR EXCEEDS 5' eph Z -0"IN F.ABBREVIATIONS: Abbott .33542 Station Drive Unit 101 HEIGHT. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED ephyrhills,fl.3 TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT Phone:(813)788-5314 C.ALUMINUM: TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. Fax:1-(866)-824-7894 1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE 1. TYP--TYPICAL ALUMINUM STRUCTURAL MEMBERS Website:www.fbcplans.com MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A 2. SIM--SIMILAR C.O.A.-#29054 MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. 3. UON--UNLESS OTHERWISE NOTED 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 4• CONT--CONTINUOUS HOLLOW SECTIONS 0.024"SHALL APPLY. 5.VIF--VERIFY IN FIELD 2 x 2:---------------------------------------2"x 2"x 0.044" DATE: 6/02/15 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART I-A- G.RESPONSIBILITY: 3 x 2:---------------------------------------3"x 2"x 0.050" SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE 1.ALL SITE WORK SHALL BE PERFORMED BYA LICENSED 2 x 3:---------------------------------------2"x 3"x 0.050" DRAWN BY: W.P. STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 3:---------------------------------------2"x 3"x 0.070" ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE CODES,LOCAL ORDINANCES,ETC. 2 x 4:---------------------------------------2"x 4"x 0.050" REVISION: DATE: FACTOR DESIGN"OF THE ALUMINUM DESIGN MANUAL 2005 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, PREPARED BY THE ALUMINUM ASSOCIATION, NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN 2 x 5:---------------------------------------2"x 5"x 0.050" RO 1 INC.WASHINGTON D.C.THE 2010 FLORIDA BUILDING CODE DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD BUILDING SHAD COM L Y WITH RO 2 WITH 2009 SUPPLEMENTS(CHAPTER 16 STRUCTURAL DESIGN CONDITIONS. OPEN BACK SECTIONS &CHAPTER 20 ALUMINUM). 3. THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 1 x 2:----------------------------------------1"x 2"x 0.040" ALL APIPLICAi3LE BUILDING, RO 3 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE ELECTRICAL PLUMBING AND PRESSURE TREATED LUMBER PROVIDE DIELECTRIC CONTRACTOR. 1 x 3: -----------------1"x 3"x 0.045" MECHANICAL CODES. RO 4 SEPARATION. MEMBERS SHALL BE STITCHED LESS 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED 5. ALUMINUM THAN SMS 6"FROM THE ENDS AND 12"ON WITHCE NO R IF ON INFORMATION PROVIDED BY THE CONTRACTOR AND SNAP SECTIONS PROJECT ADDRESS: #1MANUFACTURER 2 x 2 Snap:----------------------------------2"x 2"x 0.045" USING#12 SPACING MAY BE 24"ON CENTER. . 5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BYA p 2 x 3 Snap:---------------------------------2"x 3"x 0.050" 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY LICENSED P.E.IN ACCORDANCE WITH STANDARD SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING 2 x 4 Snap: 2"x 4"x 0.045" CITY OF ZEPHYRHILLS ENGINEERING PRACTICES. FIRE DEPARTMENT "REMOVABLE PANEL SHALL BE RE t'�LJAT 6907 DAIRY ROAD SPEEDS EXCEED 75 MPH" .DECAL SHALL BE PLACED SO IT IS H.MISCELLANEOUS: SELF MATING SMB E J ZEPHYRHILLS, FL. VISIBLE WHEN PANEL IS INSTALLED. 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A OF D.FASTENERS: 2 x 4 SMB: 2"x 4"x 0.044"x 0.100" ZEPl�yRH�LLS MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME 1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE WITHOUT A MANUFACTURER'S HOST BEAM. 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118" =_-_AS EXAMINER ,O CONTRACTOR: UNITS BUILT PRIOR 300 18-8,WITH STANDARD FLAT WASHER UNLESS TO 1994 REQUIRE A SEPARATE ENGINEERED 4TH WALL 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120" { MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE SUPPORT,SO THAT NO ADDITIONAL LOADING IS PLACED 2 x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120" SUN STATE ALUMINUM. INC. WITH ACQ PRESSURE TREATED WOOD. ON THE MANUFACTURED HOME. 2 x 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224" 2.HEX BOLTS HAS TO BE NUTS.BE ASTM A 325,PLATED WITH STANDARD FLAT WASHERS AND 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224" 3. ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374" TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE 4. ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE R 4101.17 IN ITS ENTIRETY. NOTES 3. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL