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Home My WebLink About14-15842 , CITY OiF ZEPHYRHILLS �� ti 5335-8TH STREET " si3)�so-oozo 1 5 2 BUIL�ING PERMIT `� .� PERMIT INFORMATION LOCATION INFORMATION � Permit Number: 15842 Address: 37325 GILL AVE LOT 171 Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: MOBILE HOME SUBDIVISION Lot(s): Block: Section: Square Feet: Subdivision: GRAND HORIZONS Est. Value: Parcel Number: 34-25-21-0140-00000-1710 Improv. Cost: 10,000.00 OWNER.INFORMATION Date Issued: 12/15/2014 Name: HOLMES, JAMES & BARBARA Total Fees: 127.50 Address: 37325 GILL AVE LOT 171 Amount Paid: 127.50 ZEPHYRHILLS, FL. 33542 Date Paid: 12/15/2014 Phone: Work Desc: SHED ON NEW CONCRETE 168 SQFT CONTRACTOR S APPLICATION FEES B&H CONSTRU TI N OF E TRAL FL BUILDING FEE 127.50 � I � a � � �� __ Z ' " ' � ' �� , � ` Ins ec ions Re uired I FO TER 2 D ROUGH PLUMB S INSULATION EILIN FOOTER BOND DUCTS INSULATED I SEWER MISC. ROUGH ELECTRIC LINTEL I MISC MISC. 1ST ROUGH PLUMB PRE-METER I INSULATION WALL MISC. DUCTS INSTALLED WATER I MISC DRIVEWAY PRE-SLAB SHEATHING � MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection fees will com ly with Florida Statute 553.80 (2)(c)when extra inspection trips are necessary due to any one of the followi g reasons: a)wrong address b) condemned work resulting from faulty construction c) repairs or correctio s 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. "Warning to owner: Your failure to record a no ice of commencement may result in your paying twice for improvements to your property. If you intend�o obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with Ci Codes and Ordina ces. NO OCCUPANCY BEFO C.O. � CONTRACT SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MON HS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER s . � • ' _ o, ,�,d� �� .�, �4 .1� ' Cit��-�____�!'• of Zephyrhills BUILDING PL I N REVIEW COMMENTS Contractor/Homeowner: � � 1`l e.��si�RuL"�'t��'U or �c�iQA� FLo,2i0A Date Received: t't- i S — � y c.� v� �Pr RH�« Site: 3 ?3 z 5 �° � A Z -{Y S Permit Type: "j N I- � o-� I�t W C p�}C R ET t Approved w/no comments: Approved w/the b low comments: ❑ Denied w/the below comments: ❑ This comment sheet shal,l. e kept with the permit and/or plans. _ i �� Kalvin Sw' ze s Examiner Dat Contractor and/or Homeowner (Required when comments are present) , �- -- �. -- --- -- ------- - -- ---- -- - ---- ---�- ----- - -- , I � ' � 813-780-0D20 City of Zephy�hills Permit Application Fax-813780-0021 Buflding Department Date Reeeived Phone Conta�for Pertnittln �� `�� — //�7 Owners Name �Q,M�� i,("��'L�0. ��'4 L' Owner Phone Number Owners Addresa � 7�� V � 3 3 �� Owner Phone Number Fee Simple Tideholder Name I Owner Phone Number I Fee Simple TlBeholderAddress I JOB ADDRESS ��I��S ��1� Ci � l' t c' I LOT� j �� SUBDNISION C ro�� d/'i zv PARCEL ID# 3 y'�J vZ.I '�f yO�OOOOO-1 f f� WORK PROPOSED e NEW CONSiR B ADD/ALT Q SIGN nm FR�OM PROPERTY T�T�E)DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM Q OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAMF� Q STEEL Q DESCRIPiIONOFWORK , ¢'1� �!l (�vJ �nL��T�e- BUILDINGSIZE �� SGFOOTAGE IC�I� HEIGFfT � �BUILDING $ Q �n� VALUATION OF TOTAL CONSTRUCTION QELECTRICAL $ AMP SERVI E Q PROGRESS ENERGY Q W.R.E.C. �V QPLUMBING $ � `�� QMECHANICAL $ VALUATIO OF MECHANICAL INSTALLATION IQGAS Q ROOFING Q SPECI�LTY Q OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO i BUILDER • •�, •ti�•C IMPANY• • •7 • ��OT`u�n• • • •� • i SIGNATURE 1 REGISTERED Y/ N FEE CURREA Y/N I Address �7��`S ��CJ"/�s � � ' License# � .�7��eZ— ' 3�S ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/N FEE CURRE� Y'/N I � Address I License# PLUMBER COJMPANY SIGNATURE RE�3ISTEREO Y/ N FEE CURRE� Y/N i ' Address I Llcense# MECHANICAL CO�PANY SIGNATURE qe ISTERED Y/ N FEE CURREA Y/N Address I License# OTHER CO�PANY SIGNATURE RE ISTERED Y/N FEE CURRE� Y/N Address I Llcense# 111111111111111111111111111111111 � 111111111111111111111111111111111 RESIDENTIAL Attach(2)Piot Plans;(2)sets of Building Plans;(1)set of Energy Fortns;R-0-W Permit iw new construction, Minimum ten(10)working days afler submittal date. Required onsite,ConsWCtion Plans,Stortnwater Plens w/Silt Fence installed, Sanitary Facilities 8 1 dumpster,Site Work Permit for subdivisions/large projects COMMERCIAL Attach(3)complete sets of Building Ptans plus a Life Safety Page;(1)set oi Energy Fortns.R-0-W Pertnit Tor new construdion. Minimum ten(10)working days after submittal date. R�quired onsite,ConsWCtion Plans,Stortnwater Plans w/Silt Fence installed, Sanitery Facililies 8 1 dumpster.Slte Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Ariach(2)sets of Engineered Plans: ""PROPERTY SURVEY required for all NEW consWaion. I Directlons:• FlII out appl(cadon completely. Owner 8 ConVaclor sign back of application,notarized H over 52500,a NoUce of Commencement Is required. (AIC upgraIdes over 57500) •' Agent(for the conVaclor)or Power of Attomey(for the owner)would b8 someone with notarized letter from owner euthoriring same OVER THE COUNTER PERMITTING �� (Front of Application Only) , , Reroofs'rfshingles;;. Sewe{s '•�ServiceUpgrades A/C Fences(PIoVSurvey/Footage) ' ""`"°" - ` ';- `. , _` �� , ., ' :� ' �:�• :, _ SY �.,. , � • ' Driveways=Not over Cbunter if on pubGc roadways..needs ROW � , , � � , ,. • �• . - , � �. � ,. -•� � . ;, , �?-._.�,.. ...,.. . .:..._. ,....,....T .. ��.. k < . . . _ �i . • i .. - - . . � --- - -...._. ..__ ._ ..__ . -- �--- -- -- -- �- - - - -- -- -- --- --- -- _ _ -- ---- _... ... _ _ , _ _...-- NOTICE OF DEED RESTRICTIONS: The undersigned undersfands that this permit may be subject to"deed"restrictions° which may be more'restrictive 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 contrador may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may appiy for the intended work,they are advised to corrtact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the°coMractor Block"of this application for which they will be responsible. If you,as the owner sign as the contrador,that may be an indiption that he is not properly licensed and is not entitled to pem►itting privileges in Pasco County. TRANSPORTATION IMPACTNTIUTIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Rewvery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings,as specified in Pasao 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 Transportatlon Impad Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy°or final power release. If ihe project does not tnvolve a certificate of occupancy or final power release,the fees must be paid priar to permit issuance. Furthermore, if Pasco County WatedSewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco Counly 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 appNcant, have been provided with a copy oi the °Florida Construction Lien Law—Homeowners Protection Guide°prepared by the Florida Departrnent of Agriculture and Consumer Affairs. .If the applipnt is someone other than the°owne�',I certify that I have obtained a copy of the atiove desaibed document and promise in good faith to deliver it to the°owne�'pdor to commencement. CONTRACTOR'SJOWNER'S AFFIDAVIT: I certify that all the infortnation in this application is accurate and that all work will be done in compliance wffh all applicable laws regulating consVuction,zonirig and land development. Appliption is hereby made to obtain a pertnit to do work and installation as indicated. I certify that no work or insNallation has commenced prior to issuance of a permit and ffiat all work will be performed to meet standards of all laws regulating consWction, County and City c�des, zoning regulations, and land devebpment regulations tn the jurisdiction. I also certify that I understand that the regulatlons of ofher govemment agencies may apply to the intended work,and that k is my responsibility to identify what actions I must take to be in compiiance. Such agencies include but are not limited to: - Departrnent of Environmental Protection-Cypress Bayheads,Wetland Areas and Environmentally Sensitive Lands,WatedWastewater Treatrnent. - - Southwest Florida Water Management District-Welis, Cypress Bayheads, WeUand Areas, Altering Watercourses. - Artny Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Depar6nent of Heafth 8 Rehabilitative Services/Enyironmental Health Unit-Welis, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Astiestos 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 expressiy 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 Florida. - If the fill material is to be used in Flood Zone A°in connection with a permitted building using stem wall consUuction,I certify that fiil will be used only to fill fhe 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 wnditions of the buiiding 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 permitting conditions set forth in this affidavit prior to commencing consVuction. I understand that a separate permit may be required for electrical work, plumbing, signs,wells, pools, air conditioning, gas, or other installations not speaficalty inGuded in the applicaGon. A pertnit(ssued shall be construed to be a license.to proceed with fhe work and not as authority to violate,cancel,aker,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,consUuction or violaUons of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenGed within soc months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of sbc(6)months after the Ume the work 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 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. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR �10� 12 Subscrib and swo to(o ed) efore me this Subscribe and swo to( a ir d)beJo�e this � "�"/ by / ..�"/ by tCSO YYho is/are personally kn to me or ha ave produced Who Is/are personatly kno o me or hasRiave produced as identification. es fdentificatlon. � Notary Public v G / Notary Public Commi No. Commissio No. ��E CRAIG CANT Neme o No� 1 pria��ferA� Name of Notary typed,printed or stamped srs +r ommiealon�FF 130253 . . Commission#FF 130253 �• Explres June 8,2018 r Explres JunB 8,2018 �R,,, BaidW TMU Troy FUn In�wtu�00,116d�ts �� oadWilwTio�rFlnU�a�p�100Ji6aH1 r � � I IIIIII II[II I�l�l IIIII�[RII IIII�IIIII IIIII IIII�I�111�1II l�Cl 4 - . , 201419@8 � ' � Rcpt:1645747 Rec: 10.00 j ��U71C:E UF(;UA9119EN(_'EMENT �,s: @.�� z�r: �.@0 ( 12/04/14 L. S. , Dpty Clerk I PC � RULA S Q'NEIL.�Ph D PRSCO G�ERK & GO�IPTROL�ER} � l"!11}S�6._ P I 7ax Folio Na.3�"��a 4-' _0!4 D=-QD�D�*�- t�'2 I a 22t@4/14 12:26pm 1 of 1r� - - -- OR BK �� P� �r6� � THE t1NDETtSIGNED hrreby gi+�es nfitice�l�at i�nnTp��e c�its wiJl be made �o cenain redl pxo�erry>and in accordance witlz Section i!3 13 n��he Finrida�St�tu�es ii�e foflawing infimnation is�it��•ided in this NnT10E nF CC11111�1Ff�'f FA1ET�'7 I Description of properiy(legal drscri�rtirrn). �'t!'�n� t>zdtS-i�:t t� `�� G� f�� '?� �7� .��_�_ .._._ .. .. - - •- -----• - •-- a)Strect nA Address' 73�:.'�'� 4-��_)� T-�---�-- li a � � .Z�ti Chj!t.� .�L_ �3 s��-�'7�7 . 2 Generai deccriptibn of im�rm�e�nents: ��d or.�n�w �pt�� _ _ _ _ _ _ 3(>wner lnformatSon .. _. . _ _ ._. _. _ _ . __ __ . __ _ . __.. .- - - r . . ._ _ . __ ... .__ a�Name and addiess:�a�.X � l�v�t�+a�_��o?-�.�'2;��_��. Ze�t�r'��1�5,�� 3��- - -- b}Namc and address of fee suriplc titicho)du(i ochtr than owncra _...___ _�_______, c)taterostinproperry,_----__ .�_ .__ _.• •- -- -__. -. __��_� -.—. .. ._ 4.t'ontractor Infor�nadan � a � b a}Nan�and address:�� -�� ,;e� �er,�.t i�'L L�,�, h'�o2,.S�smiS Li:'�C'�d� ��tf�4((s Y`L 33s�'3 b>r�i�Pnon�Na_: .��3,7S - a ��No.c�,r.a�r3-��SSs s.surery tnformetion aj Narnc and eddress: b},A.moimt of Sond: ____^ •- c)Telephone Nb:: F�No.(Opt.) . 6.L.ender a}Narr�e and address _ - � Rhone Na. _�._ 7,Identiry of person within the Statc of�londa dcsignate4f tiy o�vnsr upon wbom notices o7 other+documents may bt servcd: a)Namt and addnss: I I b)Tekphane No.: � -.� Fex No.(Opt.) . 8.1n addition to himse}f,owricr designatcs tt►c following pacson ca rcccivc a capy of ihr Leenor's Norice as pr�ovided in Sccuo�n 713.13(1�b),Flasida Statotes: e,)Name and address: b}Telephone Na.:_ . I �ax No.(Opt.) 9.Fxpiiratiam da�e oi'Norice of Cammencemcnt(the eipir t�oa dste is one yt�ir froin 1hc date ot recording,unless a dyffereni dste is specir�ca): � � WARNIUttG TQ OWNER: AN�'PAYMEtV'i`S MADE, 1'TH�BWNER AFTER�`HE EX.PiRA?ION OF T�fiE NO'�CE OF C�MMENCEMENT ARE CO�NSIDEREI?.7MPROY PA��+fTS Ui+tl}E12 C�iAPT'ER,•?i9,PART I,S�G'�ldN-fi33.13; �'LORIDA STA�'Ill'TES,AND CAN.RESULT IN YO PAYING TWICE FOR�!'ROYE �hII:NTS TO]fOUR PROPER7`Y. 'I A Nfl77CE d�COMMENCEML'NT MU51'�E REC RDED ANb POS'I'ED ON THE JOB 5TI'E BEFORE THE F'IR;;�1' � 11VSPECT�QN. IF 3'QU�TO OBTAIN Firt . CWG,C'ONSULT YUUR i:;ENDER OR AN ATTORIVEl'BEFORE � COMMENCING W014,K OR RECORDING YOUR N TICE OF CQtVI1v1i�N�GE;ivIENT. sTA7E iDT Ft.oRinA �- �, ��S`�0.`��\� I C�ON7N'IY OF �� S. tw+e of'nwnn or Ov�r+er"s Atah+orized Oi`�eerlDihcet�it/Parp�alMarnga n I `��«��,�....�, ��\r� es ' Ru„ri,�mc i �I The faregomg mmvmcnl was aclrnowled�il btfore me th s��day of�e(`�+,��s�e�"` s 2Q 1`�,b�nti�0.i"0.. � ��,��'� ss (type of pntharity,e.g.o�ccr,trustec, � atlorncy�q fsc�)[ar I ! (na�me of p9rtY on beha2i of w�o �;inshvmenl was e�c,eroted}. Personatly Known y tJR Produced Idcmification V Notary Signature � Q� Type of ldentification Prataced y'�• L�G • Name(print) � Verification pursuant to Sectian 92•525,Florida Starutes; ndupenal�ies ofperjury,l declare that I have read the foregoing at�d iliat � the facts stated in ii are true`��a the tiest ot`my�knowledge and bolief, ....�r.r... ��Q� `l.0. ��\��'° . FORMS�NOC.er'NS2477 =,�;�,{�,•,,� CRAIG CANT - �ti . �� .-r: ;.'r� Commisslon#FF 190253 Signenuc of Nawa]penson Si�ning li7e,line t!lo.?Abovc „ s�� Explres June 8,2019 I �; �� ' aanl�dTtvu7ruyPdn�ntnt�naa67adesaat9 � . .; ' � I � ,�w BUD�� `�,Q .{� o � ST�aTE 0� FL9RI�A, CO�Ii�TY OF Pt�S�O o� THIS IS TO CFRTiFY TNAT THE FOR�COING IS A �r � rn�Od�'e y-�j � TP,UE A�lD GORRECT COPY�F THE DOCUUIENT s � '. :�a•� �. {� ON FILE OR CF PUBLIC RECO�� IN THIS OFFICE N11TNE� MY HAND f�D OFFICIAL SEALTFiIS �,�`" • dBBj ' � • 0 2 CJ '�;°�� w• � PAULA S N ER &COMPTROLL '-�.��Rl�p BY DEPUTY CLERK � :1 l LEONARD G. " EOFF" WOOD, P.E. 3704 B � UTON ROAD PLANT CIT , FLORIDA 33565 DATE: 11-26-14 B&H Construction Zephyrhills, Fl. Re: JAMES HOL ES Address: 37325 GILL�VE. LOT#171 ZEPHYRHI LS, FL. Dear Sirs, BUIIAZNG SH�.F.L Ci�P�LY��I"�'i� AL�,.A.P�'L.I�.�I,��UI.l,l.�IIOTCr, �LECT'�:CAL,�'LLTiv`xB�AiG A�ll7� This job is designed as 4�'wall con truction and is enginee�ei�c��-Ar��-�'��'- with a fourth wall beam so there will be no load on the home. This job is attached to the home bu designed so no loads will be placed on the home, other than flashing. We will be building a 12'x 14'shed on new concrete with cod�e approved footer. ��, _; , l��,rj(�.�'a 4sl_� � ` �` . f / ��1-`t'Q�',�•;_N�y��/� ,�L � � PL�1VS �X�i�.nif�l�'f� �� As always, should you have any que tions,please feel free to call ----�.� me at any time. r � SHEET OF S Leonard G. Wood �oR: �g�o..��n m�mtr�t,,�� 3704 Bruton Road �S�v��dp�.m�m�zo,o B�� ,8�� Plant City, Florida 33565 �d„��$ MOBILE (863) 430 2717 EONAApC.•,(-Epp}-.�y�D,P,�p,,�,n Eoraxn c.^cEO�-�woon ENGINEER ow+au c.woon.r.E.�.nm BrueaaRe,u �tQry,flerin.� dePLoodFa(BE3/��35031 ob�dCeL(667 430-2717 Roof P es e Zo e • 0 11ltl�e.�� Wir►d ed 1i0 MPH �' 3 � �{tid ��1��1�609 P + t t Sle' tbnd M�ar�va�uE oF sait Is 1,800 PSI I tiaf' r�ssur�e ane 'tttta�tivt tend • EO AS�' 'floor iive toar! a 40 PSF io a �wr ctit.�y u � + � ' + . . Roo� Anp�t O-l0 4rpre�s � � Inbtrnai Ph�ssur� Wctt Presrurer � +36.7 -40�4 M!d Wntt '�'+36,7 #A� End Wnit ' f r. t • +t U,esipn WM�at Pr�ssurs For Cor�po»errki F . Kaxl�aAn is -43�7 PSF , + i * • t VI�ID �ONl� i+�t 8014 F8C8 CHAI�SER I6 - t f - T' � s - p�l' dTHFR RBAtlI�1tS �� MEET L+O10 FBCR �Lf. ALt�MtNtl�l IS 640!i�T'S AUIMINUM ALLGY 10 P �E� i t + + �+ � sf � sf � � 10 � s +3 t + � A 5 � � �3 _------ . _— ,�,,,,.•,•.. . ' -_�r��,�,,,r+"" -----"__ . . __�--------"'_-_-_--- � �{ {��..�� . �,. �:-oF g - . ��: � � �sxo�a�a�aara�u.�m� '11�o.n.i�oa.ao�api..me.e�.1alo Plw{dallY��i��+�Wim1609 � �G ,�ER,AL N[1TE1 ��°°�°��'�^'°'TM�""�"'°� 201Z AL.UMINUM CC]NSTRUC`�ICJN '�' �� p/ / • orroNr+w►narvrx Nu.��s�t»u.� Mw�t a ��L /�l qfltpY►t�lle�1M V�lI�t.Y INi•IOI�RALi.1►t1�t!Nt °'� . . .�'�'`�`.�,�"��"��,� ST,�ND�..R D S acm�amua _ . caaxn�w�a �roo� �t Lta�ti Q Woad.lB p 47397 ' 3tWlk�loallod . ltratCib.Flod�ia�3!!dS �x 430�?17 � �-' c � � . 68�-�� O 19'-4" 14' `" PROPOSE SIiED Z� � EXIS ING HOM o � 0 � EASMENT w IJ 37'-11�-�" _I � SHEET � OF g iV0 SCi4�LE�� ' FOR: e�E �o7coo-�ri,m�. '� m.oan.n.m«�m.zoio i onam coa onam sae�n�ws mna»o Tf.r °� � � G^ DP s) I VCi NARD " E�FF"WOOD I ENGIIVEER i ARD G.WOOD,P.E.N07l77 01 HMun Aoad Ctty Ylorid�33564 I dry6wNPa(863)9�3-5071 obilelCeil 1362717 � , � , . 6 � 63�� I 8 , PROPERTY LINE(TYP) O 19'-4" 14 `� � ROOF PANS TYP i i � � 2�X4 PT WOOD STUD aOMSTRUCTION TYP. EXISTIIVG HOME RO F PLA�1 NO S� ALE SHEET � OF � � _ FOR: � ec�.wa�orc�e,in..�. i egyndardsudPYmmaINeSB10 � d�8� Cod D�1' 8M1�16U9 wma� I I E� .p / i I EONARD G."GEOFF'WOOD � ENGINEIIt 1 c.woon,e.s.unn I b.m.n au.e � Ian/CIt9.P�'335L6 deyLwNF�s(86!)f�37 anfl�ca� uarn� II EXIST HOME � � I VINYL SIDING TO MATCH II ; EXISTING —� � 14' 27' . �� ° � REAR ELEVATION A g��S� � S �� a$ � ' a� cs� NO SCALE b� �� _ � • �e� � H � g e�� e � ► � . _, ROOF PANS EXIST. HOME �- r�avcs�� - - TO MATCH EXISTING � 12' �� g� � � SIDE ELEVATION ��\ �° �� y NO SCALE �� g , C1 r �� _ _ � g 9 � '�7 Q � C �6 �� 73 �� I &�g � _-----_ --— n a m� � � w � '+7 y �,��x p -------___- �e�m�" �= e�s� :� � _ - � e� ----------- - �Wr`��g��i .�� , . y ______________________ vg � � M� 't+� G � � � n � F 8 C y�� a ��s ;. �� 4 a r � y�, ' . ` GP91GN NOTE,q '��`�"'�'�,,,�...r,�.,,, � i -�-�-�--_ ALLO�g3tGNPRE35URESUTiL ._" tiUCUM¢NT W{VE 6EEN CALCULA7E0 PPR'RiH .. ___ _ Y . REQUlREMEt�'g OF �IN THIS ' �OaE d ASCE�. TM�20Y0 Ft,pRtpq BUlLptM6 � 10 USWp ALLOWA8IE STR�SS DESIGN .., M�O�L�'Y m�THE CR17ER1p AS OtI�,IN$D HERiM 6fj{_��$ � @ t• T}iIS SAECIFi�CqCORDANS 8EE(y DESIC,NED Y FABRICp7g01N pF�E 0�ORIDA BUILpiHO w��E RE �S�LL BE � QUIR n structure Mon MVHZ, �QDE FOR USE EMENTS OF ��`SCr88R R �vlOp@d ROOf �`"----� 2. COMTNACTOR S NV6gTiGA ONLY OU'fS�DE E m� � um nu °°ma Pado Covera 6 Ca _�— �oca� �� • i �� F+p��V»�d RlaerPan ' umnum � �R�TERIA6�ONOqgE�ENDMEN7gyy�j.��GONRORMTOA4 1�0%{P B YPaF �� ewu aapa^� �spely ' Riaerpa� i9 y8B�2i6arPanm wO ' �mnum n A�783Y97EMt3NOTAPP E�� REIXtt EADDfiONAC � � a � 7f0 � �avaF �"°'• �e.s. �.r wn, �ax YaeRiserP �+�.Tti�ssvs R�VEDFORW2GE0 �� 720MP D ��v� f�o ��-r �a.�. a.T. �n•_�• ��,�. �a. �a'° asy.,,, as� 1jt ' an �MN�p��$ TEM3HALLBEUMREty70NON��fiqBRPAC7 ��. 120MP C =� �to �r.p, fs•p+� fr.� �a.r, ��a., �a.��„ +r.�. �.,e„ �.rp.. �� re�.� aw� UFEARG1�TEC�s�M�WABI@8TRE99HA38EENU&p � i �----�--.-_._____ 93AMP � iZPeF 1� ttr� i��•T ta.p+ tacw tT.o� in.�� t� �� s.p. �_¢ fY'p+• 1C-o• f0'.,� 07H1a8pEgG QR��EGR�OR��N��EDSF{pLR96 �WEG7 c f?.g+ � t�-p• N�.�. r, �' ts•.e+ tt" ♦ PEqAq �m"�lCHSH OORD SUPppR71N63UttFACE3 _________"_-------___�3Q_161 _t,� }� f��'a" 1�. • tim.T. ��,e_ �r,q. fc.�' in�.o. t� ��'-�f' �a:�. �a. �r.a- e. SEPAqqG H7'RACTOR.�BEC WATE06YTHE 140 MP �—�so °" ��,�a rr.a. �r,.. �o•.�- re�.e. 7E s�tESa i40lHp �'faa'F vao ��~�-�r`�` �r:tr.-t�a� �c.�• im.a �r.�. i�.�, fr.t�. fa�.=. �s.�, �e:��. ��A��oHTO��EVw7�EFRpMto7NEERIMGSHpLL9E � 0�7 tt PaF ' �" U•.p� -16:'} f�'. � fe�. �LLOWABLE SP �EIN.l,pyEAR i �9�DEFIECTiO W i`�. 1 0l41p � �� +xo �r.� fr.r ��:•� ��3� ta.'f �.6 0'0, �a�.f'�� 4r,� tr.6, r�.e �6--��=�j��O�qg�s�ns�Q REDN oRMALL p� AN3.OR � � 76PaF 1?.��, iS. 1J'. MAYBE ALTERNA 1SOMP o �o�v ito �r.r �r.�. u•.4. ��,r � w.°. ��'q• 16''°' �s.�t. . MPastnrGTOJGpgpNR'-----�4aAR_E_FUt4YCONS '.r uaaF ra-T' �r.r fr.s rr.o. �a.e' fa-�' to.a �r.�.. �z.�. �s�.�� e� w.�f• �N�RW.�RA7E6LOqp3�N'FHICHLUDINOBUTNOTLIMp0.5S�91E----__._� � f S6 MP +� �a.,�r e• w MaY,tus �D To 756MP � �� r=o f�.a. tt.�• �r.r• it•.�, u�.r, �r.��. fr.. �a.r. ��'•�o. �r. �a.��" u•.p ANALY2EpBY'SADDITIpNALROOK� nFYCREAiEROFSic� �,_'_C3 `_____ 7S6MP a �� o �o,.�. �r.r, ty�,�r �r.. �a.�• �r.». a �'-�" fr. r ia�.�• �s.�, 9. FABRfCATtQNgENSEDENa[NEEti�RR EG7�BEPROPERCY L� (1 160MP c nna �ao o:�r ta.�' 1r.�.� �a.o u.�. f�•.4, a e' 1s�.o. fa s- 1f.s fa.�, ��,:p TH6�RA vNEtAMD��yETALS(�jgA@LOqpROO pU Ts Eoit'ECT. � Q 165 MP o �:° to�. . � �a'•a' fr.o� �r�o, u'"q' w,�. ��?�� r.�, �o�, �u�,m, �r. �RTfp� 1ENERSTOeErtBOR � At � t— �65�p a anaF �� n�' �1•.�a u.y, ��,�. �a.�p. rs t �r. ��.�• �8• �r �r�1/• `JPECtFjCATfONSFORALUA RIAL ry�p�A��ADMiU��„p�LATEDpR � � MP sxo T �2., 10�'�' o• �°'- �r_ fr RESisTANT 165MP B xou �� •.r' �r.�. »�'r- ;s'Q u.:. ��+�o- ��,,a �r"�.� ++-e �a.'a• u•-�• ��,o, 0 CON R�E7EANC p�ES,NCS��A�sCABtEFEpE'Rq��Y � � fi0 MP rzo ir. w- 170lWp ° x�rs� �� 0•_6• r.��, �r.i, t6�'t" �r-+' �r.4.� a.� m.o �r-0 �r.�- t�.,�" a�.s ti tti��'C s�RECOMMENp jj�4 d CReEiEEADNDEDTO q Q. � 79P8f �� °�`��" fr.y. fr.6, �i.r f�•.�. ��.,t. w-n" �f•.�. ��, ra.e. �a�.a- ��.. FROMQt9tMt �TERAE8PONSi81@TOBhSU ��st8 a.�, !�._g„ 1P'T. 10.�� e fr.tt' a.=. tt.7, �p 1C ��•0� t�_�. fi'.� 2uENGN q��'zW3.8 roPREVffNTECEC7'R4LY3i3,LE.�ERB �, 1t'. E'.9• ��.�� t0•.a• rty�� T CE�SiCaNASS}�py�ONALy�QEFBVAL(pq7E3S7RUCTU Z T'�BI�N "�.'• °'�0' 'o•.s• EMO��R�ai iNDEMNIF7E3a i3SPEClFI -----�0,_TEg^ fz.a, fr_e. FERFORAU �VESH �� w � APPECUITE FEE3 RE9U�TIN�AMAQE3INCLUOiNQ�7H18 e 1• ;'O PULATIO SYS�M ERECTiON, FROM R{q� �l F�g$ W N$�ASED WH(CH Ig C 8 CONSTRUC7lON F �' ON 2010 FBC gE� �aM oevran Eo��y� a��R� SF�1IN1(,O.q� TION 2002. 73. EXCHPTA9 NEXP F QCAL StATE. CA710N, 7tit3 Pt,qN. �'ONo �ACTOROFO, �EXP'�'PRE$SUR�SVALID 4SOLIDSU CERiiFt IYPRWiOEDNEREIN�NO p E � � RESS �� T WlND PR�gg�86 8,EXP'D�PRESSURE D �P T��'MRH.�ACE VERTtCAL 14. A�cnnoNS oR,uF�Rn+u tNTERPO R�VA�U�S FpR i� ERIYED EXP,�• tOAD3,RISK CAtE MARpN��,q 7��NS,ADDITIO�H GHLRpH'7jNQ"oR o�ER U1TlON p MPF{EXp,�,USING FqCTpR OF p �'RESStJRES DERIVEp USING GQRY rH�s oocuME o � 2. DEFlEC710N LIM)t R ASCE 7.1p ME7� &'D'g!65 MPH 89 PER 2010 F8C T '�a�.ion��s c�n�r,�no�e Hor psr� twp 3. PANELDF,Ap u120, ODOLOGY. �XP'��g� � ABtE2002.4A. �s. aqN�s �o � ldJ1QS MAVE gM�MU11+1 ALIOW FZOOF SL p OBTAINED USING MA33 PROAERTIES�RAI PNOPERT7E8 OERIVED ��- CAt,CUU►�QNS FpR p N FACTORED NBLE FROMq�rpGa� q ` 4• h1AXfMUM ALIOWAg��ROOF R4AEltnES. 4 C�L'CU �PE SHALt BE 3° '[C MA)(�M�M �T10NS FOR G M�PE�FOOT(3•12) —�1 �� , WlDTryj, ALCOWAg�,E SlDE pyY�RH'�GS FOR T}{E VAtUES LIS ��i�IOADS AS ' ERHANG IS 25gy ��-�AS --� � , pF LAST PANEI 1TN�ip7H8p8 7yHA�ulwl�N07 E?(CEED 3'-0•, :,,��".. � k 4 '•+'N F� ,°�a.r..•.;t,,.,.,. . a R48"PANEt =";~ ':<<.<. . � ��-`�`'��'j� SNEEL• � ��,'f' i ;`_ ai , �, . f � 7 Typical woo wall construction , Some applications may have the door and Double and triple headers will use Ista Simpson 12" strap fastened w/1%"x.148 nail in each hole. window in different locations or no window at all. Walls are fastened to concrete w/1/2" diameter wedge orsleeve anchors 24"oc.with (1)anchor within 6"of each door with a minimum 3" penetration&1%"min. Panel to wood connection edge distance typ. Panels fastened to wood w/1/4"sms with 1%" Garage door beam or SM beam to washers, mim 2" penetration,screws shall be placed 1 Wood wall connection %"from sides&then 6"oc.Screws on rakes 16"oc. Garage door support beam and intermediate beam Fasten box pan receiver channel to host wall w/#10 x2" fastened to wood wall with 2"x 1%" receiver channel sms screw 12"oc. �� w/#10 x2 sms from channel into wood (1)screw per each 2"of beam. Fasten beam to receiver channel w/ #8 x9/16"sms on each side with (1)screw per each 2" of beam. Exterior per owner specification, approved siding of choice, house wrap not required on non-habitual structures,%"cdx or osb sheeting,fastened 3"oc. on perimeter of wall and 6" in the field. If in a flood zone pt.�studs are required, pt.sheathing will be required to the height of manufactured home floor level,with same fastening procedures. Note: if plywood is installed horizontally, horizontal joints do not require blocking. Concrete:4"slab on compacted fill,w/wire mesh or Or fiber mesh w/6 mill viisqueen vapor barrier termite treatment,2500 psi concrete min, 12"x12" monolithic Super structural blue thermo ply stapled w/7/16" footers w/(1)#5 rebar min w/24"overlap crown staples 3"oc.on perimeter of wall and 6" in the , field, house wrap not required. Walls: 2"x4"stud construction use(3) 12d nails top and bottom of each stud in first plate.Top plate to first plate Garage or shed fastened to home w/#10x3%'sms 24'oc use (1) 12d nail 24"oc. Max height of 2"x4"walls is 12', there after 2"x6"walls will be required.2"x6"stud construction use (4) 12d nails top and bottom of each Sheet � of g stud in first plate, .Top plate to first plate (2) 12d nails 24"oc.Wood studs 16"co.fastened to 2"x4"or6" base plate w/Simpson h_4 or equivalent and shall be For:B&H Construction of Central FL fastened to double 2"x4"or 6"tOp plate w/SimpsOn h- These Standards and plans meet the 2010 Building 2.5 hurricane clip or equivalent,clips shall be installed Code Section 1609 Max Wind Speed 140 M.P.H. w/1 1/2"x.148 bright smooth shank full round head Leonard G"seoff'Wood Engineer P.E.#4737 nails. �� 3704 Bruton Road Plant City,FI.33565 Tel.(863)-943-5031 or cell(863)-430-2717 �l��f/ . �� r---__-.___��orida.Building Code Online Page 1 af 1 ;- - ;f: ; �� .. � �.�..-::.�-` . .� . �' �.:x M • - .� .-,�,. t §�� •G �► :�3r- : : ' � � . ' ~ � . � �, , ��' � ��tGf BCIS Home � Lng In � User RegisMatlon � Hot To Ics � Submit Surcharge I stats&Facts � Publicadons � FBC SWff � BCIS Slte Map � Llnks � Search � Busines Professi � �� roduet Approva! ,usea:a�nucuse� �C�tJ��tl4fl � Produd Aovrovai Menu>Produc[or AoolicaBQn Search>IAppliotlon Llst � - ��I ��I - - -- -- - -— ` - '- � Search Criteria Refine Search Code Version 201d # 1779 Appllcation Type AL.L Product Manufacturer ALL Category At.t_ S�ubcategory ALL Apptication 5tatus AL� �mpiiance Method ALL Quality Assurance Entity AI.L Q�uality Assurance Entity Contract Expired ALL Prodact Modef,Number or Name Al.� P oduct Descrlpf�on ACi. Approved for use in HVHZ ALL A provetl for use outside HVHZ ALL Impact Resistant ALL D sfgn Pressure ALL 4ttter Atl Search Resuits-A licatians t� Tvoe Ma atE Vaiidat�d Bv Status FL1779-R4 Editorial Change Metals US Buflding Products Christian Langley,PE Approved His r Category:Rooflng {954}333-8965 Su6Categ ry:MetaE RooRng "Approved by OBPR.Approvals by dBPR shall be revle ed and ratlfied by the PUC and/or the CommiSSlan if necessary. ��r�w uc;;1940 North Monroe Shea_t.Tallahac_c_?e R 3230o Phane:8S0-4B7-1924 She State of Ftorida ts an AAJEEO emptoyer. Edracv Statement:. �Rori�n�cr�nR,a,.r .E��e€�h3lttY;�t� - Under Florida law,email addiesses are publiC rew s.If you do nOt want your e-mail address reipased In rnspanse ro a publk-records requ�t,do not send electronic mall Oo this entity.InsGead,tontact the o ce by phone or by tradldonal matl.Yf you have any questions,please contact 850.487.1395.•PUrsuant to Setttan 455.275(1},Florida Statutes,effxWe Orto r i,2412,ticensees licensed under Chapter 455,F.S.must pravtde the Departrhent witf�an ernaEi addr�s N they hava an&The�ttalts provtded may 6e used fo oflidat mmmctntcatiun wttfi the[ttensee.FtawOVer ematt addresses are pubiit remrd.if you do nct wisfi tn supp�y a personal addr�s,piease provide the Departrn nt wiUi an emall address wAlch can be made avaflable W the Dublic.To determine iP you are a Ilcenses under Chapter 455,F.S.,piease dick bere. Produtt APProvai Aocepts: �� MES'Ail:S I https://www.floridabuilding.org/pr/pr app_lst. px 8/1/2014 ( __.--- ` j.„ �-�`�iorida Building Code 4niine Page 1 of 2 �� _ _.� . . � � � 4 � f�� - ±�. _ - . � . • • • � 1 i . � ' � , � . � �� t��'-''i��1-�� (�tqf BCIS Home I �9 In { User Registradon � Hot Topl � Submit Surcharge � Stafs&FacGS � Publkatlons � FBC Stafl� BCIS St[e Map � Llnla � 5earch � Busines � Professi i `�` �roduet Appmvat � USER:Public User Regulation � �� ProQyyf Aoorova�Menu>Product or Appl7callon 5earch Aonlicadon List>Appticatlan DCkali i � FL# FliZ79-R4 i Application Type Editoriai Change Code Yersfon 2010 Apptication Staters Approved Comments � Archlved ❑ Product Manufacturer MeWls USA Building Products AddresslPhorieJEmalt 1825 American Way Groveland,R 34736 (352)7$7-7766 , bkaufmann@metatsusa.cam Authorized Signature 811!Kaufinann bkaufmann�metalsusa.com Techn(cai Representative 8fU KauEmann I AddressJPhone/Emaii 7615 american Way Groyeland,FL 34736 (80U}342-9Q77 bkaufmann@metatsusa.com QuaHty Assurance Representative BILL KAUFMANN Address/Phone/Email 7$15 AMERICAN WAY GROVELAND,FL 34736 {352}7$7-7756 Ext 227 bkaufmann@metatsusa.com Categary RooRng Subcategory Metal RoaFlng Compflance Method Evaluadon Report from a Fiorida Registered Archikect or a Llcensed Florida Professional Engineer 0 Evaluatlon Report-Hardcopy Received Florida Engtneer or Architect Name who dev loped 1'homas G Williams the Evaluat�on Report ' Florida License pE-54877 Qualfty Assurance Endty Ut.LLC Quatity Assurance Contract Expiratton Date 09j29/2d15 ValidaCed By Christian Langley,PE 0 Validatlon Checkilst-Hardcopy Recelved CertiRcate of Independence F�1779 R4 COI COi.odf Referenced 5tandard and Year(ofStandard) Equivalence of Product Standards Certified ey Sections from the Code 17f4 https://www.florida.building..org/pr/pr app dtl.aspx?param=wGEVXQwtDqs%2bbt23mL8... 8/1/2014 rlonda 13uiiding Code Unline Page 2 oi�.� � �� 4 1 .. t.. ' i . � .9 � � . 'j•'` S Product Approval Method Method 2 Option B �..' �a Date Submitted 02/OS/2013 i Date Validated 02/12/2013 Date Pending FBC Approval 02/20/2�13 Date Approved 04/09/2013 Summa of Producks FL# Model,Number or Name Deseription 1779.1 3"X 12"ALUMINUM RISER PAN aluminum roof panels used in residential or commercial X.024"AND.030",TWIN-VEE"W" applicadons of engineered mobile home roofover PAN X.028"&.034" systems,carports,screen rooms,patio covers,awnings, canopies,walkway covers,and sheds. Limits of Use Iastallation Instructions Approved for use in HVHZ:No FL1779 R4 II Drawino odf Approved for use outside HVHZ:Yes Verifled By:Thomas C Williams P.E.54877 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:refer to englneering&(nstallation sheets for spans FL1779 R4 AE Eval odf &design pressures Created by Independent Th(rd Party:Yes Back Nert ContaR Us::1�!North Monroe Street Tallahas�a Fl a�aoa phone:850-487-1824 The State of Plorida Is an AA/EEO employer.Coovricht 2007-2013 Stat?of Flarida.::Privacv Slatement::ASCesslbllitv Statement::Refund Statement _ , Under Florida law,email addrnsses are public records.IP you do not want your e-mall address released�ln response to a publlc-neccrds request,do nat send eledronlc mail W this entity.Instead,contad the,office by phone or by traditlanai mall.If you have any questlons,please contact 850.487.1395.•PUrsuant to Sedlon 455.275(1),Florida Statutes,effective OcWber 1,2012,licensees Iicensed under Chapter 455,F.S.must provide the Departrnent with an email address if they have one.The emalis provided may be useA for ofPicial cammunication with the II[ensee.However emafl addresses are publtc record.If you do not wish to supply a personal address,please provlde the Department with�an emall address which wn be made available to the publlc To detertnine if you are a Ilcensee under Chapter 455,F.S.,please didc here. Product Approval Aacepts: � �� M6'YYPCY . . I https://www.floridabuilding.org/pr/pr app dtl.aspx?pazam=wGEVXQwtDqs%2bbt23mL8... 8/1/2014 _ - - – — --• --� - - -, `�-�; .,' l �� i ' � i `��:.� ! � � #90 x 14R S.M.S. #10x1"S,M.S. ovew�n�to t�oar rn� E .�� ATTA TO FASCIA #8 x 3`2'S.M.S. aooR rr�� f��_ �'� #8 x�'Z'S.M.S. �. . RISER PAN RC?gF��ATT'ACHMENT 1. RC?QF RISER PANS SHAIk..BE ATTACHED,:TQ THE��HEADER.WITH.�3j#8 X�'z'C4RRQSIC3N RESISTANT SHEET METAL � h SCREWS WITH�Y�"WASHER UPINARD��THR�3UGH`THE;��BOTTOM'4F HEADER.ALL SCREWS SHALL BE CAULKED w ^ 4R HAVE NECIPRENE GASKET BETWEEN;TF�E�INA�SHER�AND THE PA�hI. � � 2.A�TERNATE. PANS MAY BE ANCH4RED THR4UGH'BOXEQ�END WITH (3j#8 X 1"GALVANiZED OR S.S. SCREWS. � �� J�_ 3. FLASHING !S OPTI4NAL ON ALL APPLICATIQNS. a ° 4�#8 X �'S.N(.S. CAN BE SUBSTITUTED;BY USING:#8;X!%s',TEK:.SCREWS. a � , . • ¢ 5. PAN RlSERS SNAI.L RECIEVE{1}EACH:#B�X�Y�"�S:M:S.::SCREW�THR4UCH TQP SIaE t3F HEADER DBWN iNT4 RISER. � � 6.SCREWS NEED TO HAVE AN EMBED(VIENT 4F 1"=1�1tHEN�ATTACHED TU WQt�D BEAMS OR SUPPORTS. � a 7. RISER PANS SNA�L BE ATTACHED TO SUPPQRTlNC BEAM WITH (3�#6 X�'3"S.M.S. PER 12" PAN WITM 31�" ? � ALUMUNUM PAN WASHER. Q �- 8. FASTEIVER SIZE BASED UN 123 M.P.H.WIND ZQNE. USE#10 FC?R 734 M.P.H....#12 F+QR 140 M.R.H.... #12 FC1R 15fl M.P.H: OR GREATER. � _ � � � � � w : z � � � r�:_ -5;,�y, .. , t w. 4��'"k�:. l tJ J _ - � � �^ A , �.��C.SyK'�`�" J �� t. .•'`0 is,`•�'::,1 � �� a(;,s,,��t�!^.,-..�� k�!�.�SM L,w��:Y 1 �'��'^��'�J��"��1 ��-{ ""'^•�.:�..1'.Y} J�ILGi: 1 of • ,� t# z ----- -- — ---– - - — — � � � � w � . �� `�i�i$36 + � ��` rj:4:y. ,'',��,� � ~ $��. � B � � � .,��p � `�€ � �� 74i � �� .i..#s�� i . �'•yj. ' � � i� 3 � . ` �� ;� � � `�� e � ��•� _�.��' � � � � �� , � ., � �� ,�� , �; � �� 'I�.-s.� � o „ .;� �� : � � . � � �.;;�� .�.:`�� ' � � � � � i � " � :�. '��; :� � .� � � . - � ;� : �� , � � � � : � � � .:�,� �.�� a� � � ° � �� A� � � � « �s9��'� .� � � z , * � � � :�: ,� �� .�:��. � � �� s�� . .��:��` � � � � � 8 �i � „ 9 .� '� f�.� � � � � � ; _ .� . � Q �� M � � P1'Y!"l.�R':^.,, I�l4�-'p�� 3 t•� ' ;��g ' t) :g�_ 5,g�1F�`a} I.,v;'�'� �'rR'�� ` ^i- _ � .,v,ti.��bt�`�. .� .s�..r.�C..:+�`,t �M �� WILLIAMS ENGI(�EERING ALUMiNUM ROOF PANELS � � _ . '� , � o � �� PRODUCT APPROVAL �1779 . _ ;��- ..� it+smeu a+at a n�m mus u auus ec n pan ��.�� snr� � , � ` � s1 s�� v �_�__.:,._`�V w� _ :. OESIG__ NH�.�s - AU.OWABI,E DE516N PREgSURE3 U7�LIgp�H TM�S DOCUMENT HqVE B@EN CAICUtAIED AER THE g REQUIREMENTg OF TME 2070 fLOftiDA 6UlLpING 8 , OODE B ASCE 7q0 U3ING p�,LOWABLE SiREgg OESIGN METt1000iOGy Wrn{THE CRITERIA qS Q� �UftfNEO HER�N � OEN�FpA�NQTE$ , 1. T��+�P�'CIFICATtONFW38EENDE91GNEpqryDS�Ll86 FAHRICq7Ep�N ACCaRbANCE WIY}�TME �n S p TME��DA BUILplNG COpE FOR USE ONIY OU751p�F i For SOeeo truature Mono-S�opecl Roof z� �N7FtACTOR SMhlt,iryyE&TIG � " um num�Qma Patlo Covers&Car ��BUtLDING COpg qMEHO�E ATE aNA CONFORM Tp p�,y, WtrW Riser Pan ' um�um D� St7E 3RP q IF G SN�AS STATED N@RE�fN�y y MAYRpFtY.DES�GN . �`� 9W'd E�O��wA � 1�Z RlaerPan ' umnum wn . 3• Tt+rssvs �LEDENOtNEERiNG. ��UIREADDITiOryp� ,�t � a,� ep� aap,,,�, �� VeeRiserpan umnum yyp RESISTANCE�MISNOTAPPRO{1EDFORlARGEORS �j+.`�; 114 IyP �"' t i 2 V88 RIS9f P tNINp AR THIS SY37'EM SHALL BE t,tMREp �LL iMPAC7 ��.. ' 7101Np � °� im �a:e• te.b. r �w�+ �aP'"' �sa^. �ns asP.,,. ♦�wm ras �n 4. N039,1f396lNCR T�NON-HABITABIff ��+7 � �a�F �2o f��_2" ��.�. 'c.7- u•-r y6.,a. �p�0, s�"� sp�,,, �BR+"► aapar,. INTriEDE31GNOF EA9EINALLOWABLES'tRE3s ^. 118 Aqp D f3PSp �ZO HAS BEEN USED , 120 MP p �r.r �s••��" �s. �s�7• Te..p. ��, _ ��'�' fr.�• �a s• 5• TF1E ARCNf7'E'CT ENGINE R OF RECARO FOR 7HE PRQIECT 12DMP 1tP9F �x fx.p• ��z *a.i- ��.,� tk.4• /6•.E• is,�r �f�'S• re•.a, �a, e„ suPERSTRUCTUREWftHWiTCH � 12PSF fs-o' 1�.� tt'.�• ��,_ . 1�•.t�' 17..e• �SPONSI TNlSDESIGNI3USEDS 920 MP tt�.s• � yr,a. a m. �FoR niE i � 130MP e t2asF �� 7t.e. �,�'._, ta.n• �a•.y�, �r_p. �r.*� f�,_�� fa�-o• te-� ta-a' �a.�' ta.p ERMI3DESi��ICTOyqLG1.8EC�F�SUPPORfl�ES RPACES 1117NG CO �RD�NATED BY 1$81�4P f1t+�p �p 1z�� '•P 7S.r. Y a� ts'o' tm'�• to�- ts'�• f�•'tf" �a�.�. r�' fr.4. SEPARATE'SlTESPECtRtCSEALEDEN�IN 134 MP c 120 � 7 a �r,e- REQUIRED IN ORD � � � 17P9F �i�.p- ��•�e^ �4�-ro, »•.p, 1r•p' f7•.�^ �t�, ��•7" ��.�yo. �r.r ts.,�. ��-to• SPAlVSCONTNN@OyTODEYfAT'SFROMLOA09,DEflECTtO SEOR ,��QMA � t7FaF �a ��.� tt'•p+ 14-la f]'.�, }s-t' 15-5" 0,_4w tA'•�' �p•3,,• 12'.b" s5•.a iC-7C CAftMCI. ��CONTACT'TNI3ENGINEERFORq(,7'ERNATE qN Ll- � a 7d'.r t�•'p� tT.r ts•tt^ 7 7H C08M3ASMAY86REQUiRED. � 20PeF uo � �s•.T. u•.», �a�.s ��,_o. �s�.e. t�..e. 1Sd 141p +r-�• �r.��• �4�_ N1RacioR S --� � 16P8F txo �a. �:z,. �s.r• �r.�, �s.�. },,.� �a.,r �a..o. ��.,s �r.e �s-e" ts_it• rCONCENTFipTFDi NROOF,NCL�DINaBUiNO,�IMPOSSIe� �'- ...yKt 156MP � �'ra �m m�-�r rr.�• �r.s �r.°• �,�r �a.r �o�.�. 13-�' m?�. ��.o• "-�r �r.z» qNAL�YZEDBY�ALCfiM1iSSONALROOFCW7ERip�qLL�R ESIGNY O � n ase �` �r. u•.c 10• �r.2- 8. Fa8R1 �ENG�NEER o 8E PROPERIY � Q. D �xo r r ' o• 's , i�„ �r. ji_ fr-o' fr.r 14,.� 7" FABRICA77pNTMEN'TSHapS BE WACCORD�CE�S7EREDARCHITECT � 156 MP � �r-a' tr. �t'' �r.e- o• e. ra•- u•. 156MP �PSF f� t0� ��•• �z,-�" ta'' �-�' pw s�•. THEIRGR4V BYMETAlSU3 �APPROVED Q 160MP 36PJF �xp �,A. �r.e• tr.�i• tr.� � �b'-6' fa�-s' fa,- �r-Q" �a�-e" �a.,�, 6' �ANDFACILITY ABCDGPROtiUCTS � s �• u�_ �s•.e• 8• ALLFAS7EN AT 160MP 1eP� sxv tr.u- �r_s• �a.u• t4�- u•.r p e, °� �' +r_c^ U�. NoTEDO ERS7o8EqeoRCR � !- � 1°'-+0' �a�.�, u�_s, �r-+' �r.s• a� �4�'»' 160MP �xnSF t� �a•-e• +r-r a. �o�.�o• CoRR0.SiONRE SE.6A37EkERSSMAtLBRSAEGRA0E5UNRESB 2 C.� 165MP D ��F �z° w-`'. �r.� �r-o" fr.r u t� �s.�. �0.-2" t1^.� �a•.�• ��-�' �r.�, �a�.�- 'SPECIFfCATIONSiFORALUMINU NDSryqLLCOMPLY�OR � � �ATE'RWC A �7'ED 8 � 1T ti'.�� ' 11•.g. tl, � 0• 1/'-6• ��.�6� fY. SMqj�LAHO RASSOCIATtON.I Cs&ANyAp�s• � � 10 P9F S6CTlON 52.1 BY _J 165MP � �xo ra.r �a•-. �o�_r u.,t, °'- �r,a�. �r.Z. ��•.e. �ocn�caaes. aucaet��pE Q !l 'l6SMA ��F /z0 to'.tt' f2.4 ti'.a• ��•,o„ t1'.T �p_�� `� tf�-r sp_e. ��,.� ��'a" U�.p• UN �NCR�N�CHOR9N0T£DHERtNSFWlLBEEMBEDDEpTp D ��D �ONLY lNSTALI ALL 170MP � ��F tYO fo_��„ 72'_fY tY.� to'.J� �,:�. t1•.t� �.,� tf.p. t2�.p- tt�.�• �'-�" tt�.g- 1�T}��CON�7URE'&RECOMMENDATiONS.�NCR6TEANCHORS 170 2spyF t�o t�' �r.�- �1•.7• i ir.4- �„ �r-0" �s._. RROMDI9SIM,l�pR70RI9RESPOµg18�ETO�NSU1q7EALLMEMeERS MP D ��F �� Q'.„' 17,2, 1T.a• yq,.t�� t�'•4- ti•.7' p.y` ti'.t, tt•.0+ to.� 17-p� »�_�, ALUMINUMPERF.A.�Cp,2QR03�84TOPREVEN7ELEC 1ROGYSIS,LE. � �f�.6, !�� T' m.�- �r.s. f�,�fA. m_a ��.�. 11=.-�� fr-a� »•.�,• f4•.p, �SIGNASSHpsEAi'AFFIXESEOFREVACIDA �l � � tr_ to• �p�_a- NTRqCTOR,�ONLY U �S7RUCTU }o'.». y �y,�• eL al.tNDEMNiFIES fl Sqy�S NARM ESS 7gj{YIS W " �t•.�. p�o, f7.s• ENGINEERFORALI 17,e� ppP��.� CAST B pAMfiGES INCLUDING LEC,q�Fg�S 8 _ W TABL_�_E NQTES_ 3Y3TFM ERECTION,�ppNSG�OM M,nT� � wt1�CH IS pq�D FOR BY LOCA CnON PRqC77�E B�.Np 7yA7 � 7. GALGU fROM DEy�p7�ON3 OF 4 STA7E.g pEpE��COD�g U' � UITIONS 6qSED ON 2070 FBC SEGTION 2002.4 SOLID SURFACE VERTIGAL LpAQS 13. IXCEPTqS 73f1&pLAry, �'�Q pSF MIN tOAD� ��"��Yl'ROVlDED HEREIN,Np qppmQ�� z FACTOR OF O.gg g EXP��AkESSURES VA��p � C�nFICq{�p��F��T�4N9ARE fN 14' AL7fpq710NS,ADDRIONS,Ht6MLIpHT1 p pR OiHER � WIND PRE �P��PRESSURE DERiVED USING FAGTOR OF 0.9,PERSSURES DERlYED US NG�ORY ��NGS T07yI50p�GM�. INTERPO �URE VAEUES F u9YALlDA7E 7}{tS C�nFt �2E NOTP�t�D�D � 2. DEFtECT ON+�N P�R ASC �R j�MPM EJ(p��g�p,g 165 MPk� �10 FBC TAB �s. P�+�s�u �+naH. ��'1�METHODOLq�,y, EXP'C' �.E,�OO2,4A. �SSPROPEftTlE3��PROp�71ESpERIVEDFROMAUT¢�qp � � 3. PANEL p �MIT=U72Q MA�MUM qLLOWABtE ROOF SLOPE SHALt BF 3ogTAtNED US11�G q �� EAR LOADS HAVE BEEN FACTOR�p tNTO CALCULqTtONg FQR G � 4' M�M M A4 OWAeLE ROOF OVER}{N�S FOR THE yq� � MAX PER FdOT(3:12}. ---� � MAXIMUM AIIOWABI�SlDE OVERNANG IS 25°,6 Op �VITY CQAD3 AS WEL�,AS � �� WIDTIi}. UES LIST�D ABOVE SHAL! 'NS'^'';:>`�."'� �� LAST PANE!WiDTH.(Le.12" NOT FJ(CEED �..•'. MAXFO 3�'p•• ''_°t' R 48"PANEt =��,�''""'-�s=:; `�''�-�;�'; SHEET: � ''��►�ac-.`. � k�j�:�r�+, i of I � ,. „�`� � r '�,,� ;Fl��ida Building Code Online Page 1 of 1 . _ . , �� , . . . , . . • • ' � � . ' • � . � ��.. Florida Qepartrn�t� �IS Home � Log In � User ReglstraUon � Hot ToD� � Submf[Surcharge � StaLS&Fa� � PublicaUons � FBC Stafi � BCIS Si[e Map � Links �`Search � Busines �p� Professi I �' �1 ProductApproval py USER:Pubtfc User Regulation Product Aooroval Menu>Product or Aonitcatton Search Appllcatlan Llst • • Search Criteria Refine Search Code Version 2010 FL ggg Application Type ALL Product Manufacturer ALL Category ALL Sub�category ALL Application Status ALL Co pliance Method ALL Quality Assurence Entity ALL Qua ity Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Pro uct Description ALL Approved for use in HVHZ ALL App oved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other A� , Search Results-A lications I FL# Tvne Manufaet�� Validated Bv Sta us FL993-Rii Editorial Change Kinro,Inc I Ryan].King,P.E. Approved* Historv Category:Vl�lndows (813)787-8283 Subcategor�r:Single Hung •Approved by DBPR.Approvals by DBPR shall be reviewed'and retlfied by the POC and/or the Commission ff necessary. I I Contad Ls:; Phone:850-487-1824 The State of Flodda is an AA/EEO employer.Convri8ht 2007-2013 mt of Flodda ::Qrlvaw Statement::A nt6ilitv ta om nt::Refund Statement Under Florida law,email addresses are pubtic records If you do not want your e-mall address released in response[o a pu6ltc-records request,do not send electranlc mail to this entity.Instead,contaR the offi by phone or by tradttlonal mall.If you have any questlons,please contaR 850.487.1395.*Pursuant to SeUion 455.275(1),Florida Statutes,eHective Oc[ober 1,2012,II[ensees Ifcensed under Chapter 455,F.S.must provide the Department with an emait address if they have one.The emafls provided may be used for offldal wmmunimtion wtth the licensee.However email addresses are public record.If you do not wish tn supply a personal address,please provide the Departrnentl W��an email address whlrh pn be made availa6le to the public.To determtne if yau are a Iicensee under Chapter 455,F.S.,please Gidc here. Product Approval Aocepts: � �� SCCUY! MF:YRICS A1� , G \ 1 https://www.floridabuilding.org/pr/pr_app_lst.aspx 7/30/2014 � " ,Florida Building Code Online Page 1 of 3 , � r � ,.�. : : ' � • �. . ' � + . � 1'"��- , �p��tqF BCIS Home ( Lcp In + tlser RegGStratlon � Not ToD� � Submlt Surcharge I stats&Faas f Pub�lotlore f FBC'a"�R i BGTS Site MaP � LJnks �,Search � P�1u'/1JTL�It 14�1 ' Produet Approval , I V 1 e551 � t1SER:Pubtic User Regulation �"� product Aonroval Mertu>Product or Aooitcation Searct>>Aonticadon iisf>Apyltoatton Detail ' � F!.# FL993-Ril Applfcatfan Type Ed3tarial Change Code Version 2010 Appllcation Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and radfied by the POC andJor the Cammfsslon lf necessary. Comments Archfved ❑ Product Manufacturer Kinro,Inc AddressJPhoneiEmaO 27{}3 Co!lege Ave. Goshen,IN 46528 (574)535-2125 rmanthey@Icil.com Authorized Signature Rick Wright rickw�mbldgconsuitants.com Technicai Representative AddressjPhonejEmaii Qualfty Assurance Representative AddresslPhone/Email Category Windows Subcategory Singte Hung Compliance Method Cert+ftcatlon Mark or Ltsting Certification Agency American Architecturai Manufackurers Associatlon Vatidated By Ryan 7.King,P,E. 0 Valtdation Checiciist-Nardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA S01/Y.S.2/A440 20Q5 aat�Nwa�ilVCSa soili.s.21a4ao zoos Equ�vaience oE Product Standards Certified By Produd Rpprova!Method Method 1 Optian A Date Submitted Q2/20/2Q14 Date Velldated 02/25/2014 Date Pending FBC Appravai Date Rpproved 03J04J2014 Summary of Products w..._...��__...�_.a....:a..L..:�a:_� ..,,��.._�.._ .._.. a.� ,.,.....�...,.,..r.,._.,.f!�'�rvn...�.�n,.+n4.1r.,.*�,raT�n. ,,,,,,,,,,,,, , Florida Building Code Online Page 3,o�f 3' " t' . � �, . Limits of Use Certification Agency Cert�cate Approved for use in HVHZ:No FL993 R11 C CAC 993.6 AAMA CERT.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impad Resistant:No 05/20/2016 Design Pressure:+25.0/-25.0 Installation Instructions Other:See INST 993.6 for installation instructions.(Note- FL993 RS1 II INST 993.6.odf Glazing Shall comply with ASTM E1300-04) VeriFled By: Lyndon F.Schmidt,P.E.43409 Created by Independent Third Party:Yes Evaluatton Reports FL993 R11 AE Eva1993.6.odf Created by Independent Third Parly:Yes 993.7 g. 18000-R VS Extruded Aluminum Vertical Sliding Window"NOn-Impact" 5/32"Annealed Monolithic Glass with Nail Fin-(Overall Frame Sfze Max.30 x 60) Limits of Use Certifiwtion Agency Certiftwte Approved for use in HVH2:No FL993 Rll C CAC 993.7 AAMA Cert.odf Approved for use outside HVHZ:Yes Quality Assurance ConYrad Expiration Date Impact Resistant:No 10/19/2016 Design Pressure:+40.0/-50.0 Installatlon Instrudions Other:See INST 993.7 for installation instructions.(Note- FL993 RS1 II INST 993.7.odf Glazin II comply with ASTM E1300-04) Verified By: Lyndon F.Schmidt,P.E.43409 Created by Independent Th(rd Party:Yes Evaluation Reports FL993 R11 AE Eva1993.7.odf Created by Independent Third Party:Yes 993.8 h. 18000-R VS Extruded Aluminum Vertical Sliding Window"Non-Impact" 1/8"Annealed Monolithic Glass with Nail Fin-(Overail Frame Size Max.30 x 60) Li ' of Certification Agency Certifiwte for use in HVHZ:No FL993 Ril C CAC 993.8 AAMA Cert odf ppr ed for use outside HVHZ:Yes Qualityr Assurance Contrad Expiration Date et Resistant:No 10/19/2016 Design Pressure:+40.0/-40.0 Installatfon Instrudions Other:See INST 993.8 for installation instructions.(Note- FL993 Ril II Inst 993.8.odf Glazing Shall comply with ASTM E1300-04) Verffied By: Lyndon F.Schmidt,P.E.43409 Created by Independent Third Party:Yes Evaluation Reports FL993 Rl l AE EVAL 993 8 odf Created by Independent Third Party:Yes 993.9 f. 18000-R VS Extruded Alumtnum Vertical Slidfng Window"Non-Impact" 3/32"Annealed Monolithic Glass with Nail Fin-(Overall Freme Size Max.40 x 63) Limits of Use Certificatton Agency Certificate Approved for use in HVHZ:No FL993 Ri1 C CAC 993.9 AAMA Cert odf Approved for use outside HVH2:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/23/2016 Design Pressure:+25.0/-25.0 Installation Instructions Other:See INST 993.9 for installation instructions.(NOte- FL993 Ril II INST 993.9.odf Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F.Schmidt,P.E.43409 Created by Independent Third Party:Yes Evaluat(on Reports FL993 RSi AE Eval 993 9 odf Created by Independent Thlyd Party:Yes Badc Next ContaQ Us:;1940 North Monroe SGeot Tallaha�seo R 323Q9 2hone:850-487-1824 The State of Florida is an Aq/EEO employer.Coovrtoh[2007-2013 State of Florida.::Privacv Statement::Acoes�iblllN Statement::Refund Statement Under Florida law,email addmsses are public remrds.If you do not want your e-mail address released In response to a publlc-recards request,do not send electronic mail to thls entlty.Instead,mntact tfie office by phone or by traditional matl.If you have any questlons,please contaR 850.487.1395.•Pursuant to Sectlon 455.275(i),Florida Statutes,eRxtive October 1,2012,Ifcensees Iicensed under ChaD�r 455,F.S.must provfde the Departmen[wlth an email address it they have one.The emails provided may be used for oRidal communfatton with the licensee.However email addresses are public record.If you do not wlsh W supply a persanal address,please provide the DeDartrnent with an email address which can be made available to the publlc.To determine if yau are a Ilcensee under Chapter 455,F.S.,please didc here, Product ApProval Accepts: �� SCCUYI N�CI'NICS' I ti.1i.�....//.......:.�1....;.7..1...:1.�:«.� .....�/«../«.. ...,.... .7�7 ..,..��.�7.....�..«..—.�./"Si:�7Vl1.�.aT,.aAt•1T,.1►dCiVO/ ^!/'7A/'1A� A i , � ' � � :" � - 31.75 MAX.OVBtALL RN WIDiH � m t§ 2703 COLLEGE AVE. _°� �on� C3�SHEN, IN 46526 ��"�%.��ERALLFRAMEWIDiH �r.�'o� � ° o♦ g �°g i.t >>� � LL ___—�—__ ��m`p'� � ----- � u n o d$ E SER►ES 18000-R VS . ' � _�;�3 y ALUMIIV �� 9°a�3°�o UM VERTICAL � � $� � ' ; � � �� SLIDING WINDOW O i � w/ NAILING FIN � � Z� = m i o �z "NON-IMPACT' Z o Z � �� ¢ � � ; , � a GENERAL NOTES � Z � vr� �a� 1. Thts product anchortng drawin has beeadavelopedan-cwnpGancawitlrtha201 _`c � p � Bm7dUr9-CCo�e(FBC exdudmg the"Nfgh VeloGty Hurticane Zone.See ihe Cerfiflcation c� � �� Agency Certificate for shes,speciftcaitons and raiings, H � //// j � o �� 2. Product anchas sholl be as I'isted and spaced as shown on details.Mchor embedment fo � � i � �I � a b a s e m a t e r t�s h a l l b e b e y on d wa 0 d r e s s i n g,stucco,foam,brick and other wap coverings. a � ��m 3. Woad saews shall be Insfalled toDowinB instatlation iruhuctioru of ANSU AF3PA NDS 2005.AO X I � other fasfener}ypes to be k�sta�ed ToBo�Mng fastener manufacturefs Gutcpation tnshucftons. � � / a0 4. Fastener embedmenf depihs,edge d(stances and center-center distances shall be as �� specifted by the fastener manuFacturer but in no instance shall they be lea than shown In fhts �, a ctrawine. I / I � o � V� N � 5. Where shims are used,they must be a'Hgid/s11fP'motedal ttiat compGes wifh the ---- I �� requ�eemenh of the 2010 FBC. �o � � O U � 6. Posfive and negative design pressure requiremenls tor use with this �� detertnined b oihers for s ��O�� ¢ _ Y peciHc Jobs in accordance with the goveming code. 7. Site conditloru not covered by this drawing are subject to(urlfier er�inee�ing anotysis. �N Q � � � �g fA!!E OF CONIENIS �' i E N..O D .SHEET� CESCRIFlION Z. O 1 T - � °.-�•_`, ,��':"�" r� - <...- wh: $ ai elevation,d n d. neral notes `��R'�t�'LL'�� : _ ��ESL�11[,r7tA�ES�t� } 02 f 0 1 i w�.;-:,,;, /t&i F 2 '...:;s�-;`,_,�wb.�°;:;'Ii`��:N,-w � :�yfS�; sWE N.T.S. ° .� 2 Hortzonfal 8 verticd aoss secHons 6 b�of materims `u" � " u" . �'.-;-�" 9 3 Fiaimntal 6 verticd cross seclbrts and gl detu0 �x��MENStOL�t.;?=�AU�T�1i}5!�^�s'•,°R`,t,��l.tf$;;.",.7�TEG�1.1t�$� owc.ar: �K m' � 4 Buck 6 hcme ancFwring 31 JS'x 61.62" 30.�0"x 60.00" +40.0 �-4�.0 °"��''� LFS 3 s on�wr+o xo� � � FL-993.8 0 sxc� 1 os 4 � — — O R'V+-VrojecMProject Folders�prol�1-1600�PF 1527�FL-993-R30-h11-2012�FL-993,dwg,2g N I a a• d ' � d .\\ :\ I � � , d � v P • x 0 �+ aN o :� a. �z �� a a N� x � � G)„r„o c) oa a� s O � � �m�m> ��v s I I �Nx�A�=�n r- o a r�L,�z��O A oo � �`�Q�y �i �� w� O x�xO= � �Z � N�y F��N �p��N N n 0 m� rn Z � O? O n0 � � Z� O � a� � � �� ' g� � oZ � a �? �� o ., . � C1 0 . � ; a , c • .d � � . . � F O `< a S�Ra� � � � � � O n I� 'Q. � . N N � Ta � •, ,� • � d' ' . .n T � a •, �' 7�0 � • " H I� � o � � ' ' � � a � p � � P Z 1-1/4°MIN, 1-1/4'MIN. EMB.iYP. EMB.ttP. � �� PRODUCT: Doeum�nL PnporW By: � � � � �p BUiLDING CONSULTAHiS,INC. ro VERfICAI. SUDING WINDOW JL�r.o. ao:sao vaufm r1.asses - IN �D � Z Phona No.:a73.&SS.o797 � W�� ` ;i O Z �� Z REVISE DRAWINC JK pAFtf OR ASSEMBLY: Florlda Board ot Proimional Enytneen IA � x �n 1 4 26 12 REV7SE CO ADDRE55 RW unm�oea w w„enor+:ado',NO,oaia no NO DATE HORRONfAL k VERflCAL CROSS /��- a' - `a REVISIONS BY SECTIONS �c BILL OF MATERWS �y„ao�c sr mi�rio,u4os � � �201 2 R.W.9111LO1ND CONBl1LTAMO IM6. r1 �. ' I R'Vi-Arojectt\ProjeQ Fo&lers�proj 3541-1600�Fi 15�7�ii.-943-R20-4Ia2p12�ii,-g43.dwg 3.8 W� � �\� ��` I � X O � �N � �� :� 4 c�� O � � > I� I� a � � T �� z � � � � Y• � � N � � C � y O z m � D � O �Z � 1� �f � W� �.J � _,�... , � ^ A � � � (� � � z � � � R � � � PRODULT: ooeuma+u Pi+oane ey: G� Uft�INO CpH5UL7AM3,iNC. (" '� � � n°� VER7ICAL S OING WINDOW ✓��?ae»cs9 e�si�� z . w � � y p 2 i7 12 REVISE DRAWING JK PART OR ASSEMBLY: FloAaa Boord of Profmianai En9tn��n (� Ca � !n _. 7 4 26 72 REYISE CQ At1DRE5S RW C�rur-uato ot�utnoAmt3an tto.oet3 ' . ro Nd DATE �. HORtZOMA1 d�VERi1CAL CROSS ��_ �/�7�� REVI l�NS SEC710N5 ANL� �LAZlNG DETA!! y�,��pn F Schmtdt,P.E.No.4340D . � . • �aU 1 a R.w,euao�HO conpu�rwnre Irac. ' t � 4 � � '� � • 3„�MAX. ��' � : O.C.�''� � O.C.(iYP.J t '� t � � `.--,---..-�.---: �„� � , �� o�. � �•� _ ��1 � '' �'�� _ P— ° �. .. r � �ta+�a� � � �� °s w �pm�A� a /,f J11 '�` �>.� S n ' E TYP. �° � TYP. D �� TYP� F �`�. '�,' °u.°�m oe.� E 2X BUCK V tJ Q g��E b '1� , 2X BUCK � FRAME �ff /,/f � a �a a� 9 9 � i t E � �u ; — — — — rt � � / / ��sss I /.Jl' �� ij ggg�. � ' '� � �V � �U a MASONRY MASdNRY "� � �p � �„ OPENING OPENlNG X � z / / z Y �� , r,!! i/I � m �; / � y � Y�" ` �- �C � �+s ., •a ♦R � � � m R� • � t � � ' ' y a o �,, a a a � � ;� 1lUCK ANCHORING FRAME ANCHORING. FRAME ANCHORING '��' 2X 8ltCK 2X SiUD � 2X FRAAAING TO BE DE51GNE0 , � BY TIiE BJGINEER OR ARGHRECT OF RECQRD BASED ON WIND lOAD5 � AND TNE ClADD1NG BEING USED. � Z '� �o 3 � 4 O K ' �i VY Iwil ' � CdNCRE7E ANCNOk NOTES: �� _°z , � 1.SubsHfution af equal concrete screws from a different supplier may have dffferenf edge d[stance and center distance requlrements. N � 2.Concrete screw tacations cst the comers may be adjusted to mainto►n the minimum edge d[stance to mortar Joinh.If concrete screw �� I ., IocaHons noted as"AAAX.ON CENTER"mvsf be adjusted fo matnfain!he mtnimum edge distance!o morfarJolnts,addt8onol concrete �N o ; � screws may be required to ensure the ma�dmum on center dtmensTon is not eicceeded. '"° : �� 3.Concrefeanchortabte:............................_ .........................._.............................................:::.....:::....;.,�::,:.•::::.:::•:�.::.-:......::-,:>::�:::.::.,,.:::_.:::�:•:::::.::•::_:::...:::_•:.::•::::�:::_....., z Q I J ~ `. ;i�l!!r�fCL"i,tl>: _-':: ::41�?Cl�l'C31t' :; � i14�IN1(1�#�!1!�':.c°:.:::: ;�1dI�1/l�tiS:'��i:?�14'�Af�E-' :F;�liYik��:GL£tSRA1�F��+,>�> : o«:02 ONt2 ? j ... ............: :: :: � _., _:.__:.:.. ._.:: �._:...:..::....:-. , ,,.....:....,:..,...:....__:.,.,,-.....:::._;._.:.. ..::.......:...:..,.,;...:....,._...;...:,:......;...;...... , � ,. .:�;1;�i�1 :, _ � N.T.S. 5 Et� :� '. -' .t��: ".t:-,�4��C��4iV�'�l.C)k:' f. :.;��z�::° ... �::� �..:.n�� ;::; ::.r..a.�,.:.._a�x��.r:�....... � _. :::_. > ....................... ..... ........... ' 8 ._...._......,_...._.._.:............................_ .................._......._....._.._.........:............_..._......._......_._._..................._......,...:........_._......._....................................._................_s owc.er: JK m � �,;::�K . 1!4" 1-1/4' 2-1(2" ' S" aiK er: lFS � I �! ._..••••.... •.. ONAMING N0� � _........... ... n � . � _SCaD' '` -• U4" 1.�(4 y^ �^ Fl.-993.8 Q �I {.................:>;:.;:..............:, . ro s�s 4 or.4 �p i � a , �' _ i • ... 6 � .. � . i �; , zr'lorida Building Code Online Page 1 of 1 ', `"� � • . � ° ,r:�-- � ��. ,�;�-��;��.�i :'�:, �,,; ».. -��;�,�°H�� ,i„ -,i ��'.. x, t� _.��.�,,`S '"+1��,,", ^�.•:t�� d6 ,,;,.,�, ;r:=�.s.:! .;�Y ; ,t�� •.�3:�?.: - _ `.} . , �'�r � � f.�+y y -.y • • �� (�� ' * t ,:F,, � � '� Ae � � • � "�f _ _ a;�'�., . _-'."�E.`�rp:�.:;.i�� 'tL,�F';,.-,pr_ .•,-, •,��.¢,�s . L� _ . _ z�. .,,, �. `-A . xi:J.ss"a.'.. ,m'S• ,.�.';':�.':;` ..+'e�".j �ii�� tp( BCIS Home � Lpg In � USer Reglstratlan � Hot Topl�s � Submit Surcharge I Stats&Facts � Publicatlons � FBC Stiff � BCIS Site Map � Ltnks , Search � Busmes � Professi ( Y`�y Produd Approvai �, USER:Public User ' F . Regulafiion �' '� product Aooroval Menu>P du or A Itca fon ear >Appticatlon List Y� Search Criteria Reflne Search Cade Versian 20 d Fl# 1�22 � Apptication Type A Product 1+lanufacturer Atl Category ALl. Subcategory A11. Apptication Status ALL Compliance Method ALL Quality Assurance Endty At1. Quality Assurance Entity Contract Expired ALl Product Model,Number or Narne ALl�. Product Description ALL Appraved for use in HVHZ Au� Approved far use outside HVHZ ALL Impact Resistant � Design Pressure ALI. Other Search Resuits-A tications � Tvoe Mennfacturer � Yaiidated Bv S at FLI722- Revision Elixir Industr3es Ge�rgia Door Division Amerfcan Architectt�rat Manufacturers Approved R4 Categary:E�erio�Doars Association * Hista Subcategory:Swi�ging Exterior poor (414}614-1535 Assemblies •AOP�ved by DBPR.Appmvals by DBPR shall be reWewed and ratlfied by the POC and/or the Commission iP necessary. t�r.�c*��c;; phone:850-487-1824 � The State ot Florfda fs an Aq/EEO employer.�pi riaht 200R2013 State oi F�aNda.::Privatv S�tement::Aaesslbflitv StaMment::Refund Statement ' Under Florida Iaw,email addresses are publlc reoo s.IP you do nok want your e-mafl address released in respanse to a public-records request,do not send electronlc mai!to this enGty.Instead,contact the of�ce by phone or by tradlNaoal ma!!.I!you have any questtons,pfease contact 850.487.5395.'FUrsuant to Sedion 455.275(ij,Florida Statutes,efieG,We October 1,2012,Itcensees iicensed under CtiaDl�er'455,F.S.must provide the Depertment witlr an emall addre5s if they have one.The emails provlded may 6e used for{officlal communitatlon with the Itcensee.However ematl addresses are public record.If you do not wisM io supply a Dersona!address,piease pravlde the Departrnent with an email addt�ess whtch pn be made availabte to tfie Dublic.To determfne if yau are a iicensee under Chapter 455,F.S.,please didc here. Product MW'�+val A¢epts: �� SEGLiS MF:fAitCi' https:Jlwvvw.floridabuilding.orgtprlpr app Ist.�px 7/30/2014 ,� t +arc�oncta�u�iding t;ode On]ine � Page 1 of 3 ,r ,� + ' • ' �.�' "�.� :dL': �;r;�7==*' �` �� , f :;r�� • • 1 0. e � 1 , 1 � k � -�'��,�.,,��7' �Q��(11�jt� �S HO� � �9 In �User Registratlon � Hot Ta Ics � Submit Surcharge � Stats&Facts � Publiwdons � FBC StaH � BCIS Stte Map � Links � Searclr � Bus�nes Professi � j�" � ��°�Appravat ;� .USER:Pubifc User Regulation � Product Aoprovat Menu> od A t n e >Aoniiratlon Ltst>pppfioqon Detatl _• a Fl.# FL2722-R4 Appttcation Type Revision Code Version 2010 Appiicatton SYatus Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments ArChived � Product Manufacturer Elixir Industrfes Georgia Door Dlvision Address/Phone/Email 1215 Pope Drive Daugtas,GA 32533 (770)459-8183 bpowers@elixirind.com Authorized Signature Robert Powers bpowers@elixiHnd.com �i Technical Representative PTC Product Design Group AddressJPhoneJEmaii FQ Bax 520775 Longwood,FL 32752 (321)69p-1788 info@ptc-corp.com Quality Assurance Representative AddressJPhonejEmail Category Facterior poors Subcategory 5winging Exterior poor Assembties Compliance Method Certificatlon Mark or Llsting Certification Agency Amerfcan Archltectura!Manufacturers Rssociation Validated By American Architecturei Manufacturers Associadon Referenced Standard and Year{of SYandard} � ,rtdaar� �,� ASTM E330 2002 Equlvatence of Pradud Standards Certified By Product Approval Mekhod Method 1 Option A Date 5ubmitted 03/06/2012 Date Validated 03J89J2012 Date Pending FBC Appraval Date Approved 03l14l2012 https://www.flaridabuilding.org/pr/pr app dtl.as x?param=wGEVXQwtDqvOQpCQvtV... 7/30/2014 � � riuriva n�,uium��,uuc vnimc rage�o�,� r umma of Produ FL# Model,Number or Name Description 1722.1 402-14 Vinyl Steel Out-Swinging Regular poor-14"x14"Window Limits oP Use Certifieation Agency Certifiwte Approved for u ' HVHZ:No FL1722 R4 C CAC EXR 402-14 E330.odf Approved for utside HVHZ:Yes Quality Assurance Contrad Expiration Date Impact Re ' .No 09/14/2015 Desig e:+40/-40 Installation Instructions �: FL1722 R4 II ELIX0050 RevO 402-14.odf Verified By: Robert J.Amoruso,P.E.FL Llcense No.49752 Created by Independent Third Party:Yes Evaluation Reports FL1722 R4 AE PER 1951 RevO 411-0916 odf Created by Independent Third Party:Yes 1722.2 402-20S Vfnyl Steel Out-swinging Regular poor-20"sllder window Limits of Use Certifcation Agency Certiflcate Approved for use in HVHZ:No FL1722 R4 C CAC EXR 402-20S E330 odf Approved for use outside HVH2:Yes Quality Assurance ContracE F�cpiration Date Impact Resistant:No 09/14/2015 Design Pressure:+40/-45 Instaliation Instructions Other: FL1722 R4 II ELIX0051 RevO 420-20S odf Vertfied By: Robert].Amoruso,P.E.FL License No.49752 Created by Independent Third Party:Yes Evaluation Reports FL1722 R4 AE PER 1951 RevO 411-0916 odf Created by Independent Third Party:Yes 1722.3 407 Vinyl Steel Out-swinging Regular poor-Blank(no window) Limits of Use Certification Agency Certiflcate Approved for use in HVHZ:No FL1722 R4 C CAC EXR 407 E330 odf Approved for use outside HYHZ:Yes Quality Assurance Contract Expiration Date Impaet Resistant:No 09/14/2015 Design Pressure:+40/-45 Installation Instruetions Other: FL1722 R4 II ELIX0052 RevO 407�df Verified By: Robert].Amoruso,P.E. FL License No.49752 Created by Independent Thfrd Party:Yes Evaluation Reports FL1722 R4 AE PER 1951 RevO 411-0916 odf Created by Indepehdent Third Party:Yes 1722.4 430 W9 Vinyl Steel Out-swtnging Regular poor-9-Lite Window(1'8" x 3'0") Limits of Use Certification Ageney Certificate Approved for use in HVHZ:No FLi722 R4 C CAC EXR 430-W9 E330 odf Approved for use outside HVH2:Yes Quality Assuranee Contract Expiration Date Impact Resistant:No 09/14/2015 Design Pressure:+33/-40 Installation Instrudions Other: FL1722 R4 II ELIX0053 RevO 430-W9 odf Verifled By: Robert].Amoruso,P.E.FL License No.49752 Created by Independent Third Party:Yes Evaluat(on Reports FL1722 R4 AE PER 1951 RevO 411-0916 odf Created by Independent Third Party:Yes 1722.5 6400-W9 Painted Steel In-swing Door with 4-Lite Window(i'8"x 3'0") and Full View Storm Door Limiks of Use Certifiwtion Agency Cert�cate Approved for use in HVH2:No FL1722 R4 C CAC EXR 6400-W E330�df Approved for use outstde HVNZ:Yes Quality Assurance Conhad Expiration Date Impaet Resistant:No 09/14/2015 Design Pressure:+56/-60 Installation Instructlons Other: FL1722 R4 II ELIX0035 RevO 6400-W9 odf Ver(fled By:Robert J.Amoruso,P.E.FL License No.49752 Created by Independent Third Party:Yes Evaluation Reports FL1722 R4 AE PER 1951 RevO 411-0916 odf Created by Independent Third Party:Yes 1722.6 8500 W9 Steel Clad In-swing Door with 9-Lite Window(1'8"x 3'0") and Full View Storm Door Limits of Use Certiftcation Agency Cert�cate Approved for use in HVHZ:No FL1722 R4 C CAC EXR 8500-W9 E330 odf Approved for use outside HVH2:Yes Quality Assuranee Contract Expiration Date Impact Resistant:No 09/15/2015 Installation Instructions https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqvOQpGQvtV... 7/30/2014 �• ",r R , Q � . t � � i ELIXER INDUS'I'RIES � a I .1V�t�DE� 4t?Z-14.NON-Z�:�PA�"fi ULTT'�S`��f1YG o , i �Z11�7E'L 1��?I�INA�'El� �S'.T'.E�� DC?�1�' ¢ � INSTALLA,TION�ANCHQRAGE=DRAWING � _ G . � � G�HERAt.N07ES: INBTALLATION NOTE$: , N � t.TNE PRODUCT ANCHpRAGE SHOWN HEREIN IS DESIGNED 5.IN AREAS WHERE WINDBORNE DE8RI3 PROTECTION 1.QNE{tj INSTRUATtQN RNGHORlS REQUIRED AT ERGM 5.MINtMi1M EAtBEDb1ENTAND EDGE DIS7ANCE EXCLt1pE '- uQi T4 COMPI.Y WitH THE 20i8 FlOR16A BUItDINO CODE REQU�REMENTS EXIST,USE OF AN IMPACT PROTECTNE ANCHOR LQCATION. WALL FINISHES,INCLUDINQ BUT NQT UMfTEDTO � � O (FBC)EXCLUDINOHIGHYELOClTYHURRICANEZONEAND SYSTEMCOMPlYiN6WiTHTHEFSCREQUIREMENTSFOR STUCCO,FOAM,BRICKVENEERANDSIDING. � Z N�J � THE DESIGN PRESSURE(S)STATED HEREIN. WINDBORNE�EBRIS R£GIONS IS MANDATORY FQR THE 2.TFiE INSTALIAT(ON ANCHi?RS AT IHE SPAGNGS SHONM PRODUCT HEREIN. ARE THE MINIMUM NUMBER OF ANCHORS AND MAXIMUM B.INSTALLATlON ANCHORS SHALI BE INSTALLEp tN W 3 � p w ta.THE PRODUCT�ETAILS CONTAlNED NEREIN ARE BASED SPACINGS TO 8E USED FOR PRODUCT iNSTALLATIpN. ACCQRDANCE WITH ANCNOR MANUFACTURER'S ~�y � ?Q a � � UPON SIGNED AN�9EAI.ED 7E3T REPOR7 DALLAS 6.FRAME MATERWL:ALUMINUM ALLQY 8483T6 tNSTALCATiON iNSTRUCiiONS AND ANCHORS SHALL W � tABORATORiES,INC.#4d278 ANO AS3pCIATED DqOR PANEL MATERUU.;.09 MILVINYL LAMINAiED 3.SHIM AS REQUIRFA AT EACH INSTAUATION ANCHOR NOT BE USEp IN SUBSTRATES WITFI STREN6THS LESS LA90RATORY STAMPED DRAWiNCu. 4ALVANIZED 37EEL015'SKIN W/URETtUWE 60AM CORE. tMSH lOAD 6EARING SH�M(5).MAXIMUM ALLOWABLE THAN THE MINIMUM STRENGTH SPECIFIED IN THE � W��'�7 V� _ SHIM SLZE QF il41NCH.SHIM WHERE SPACE OF it161NCH 'ANGNOR SCHED�LE'TFitS SHEET. � �s a� � � � 2.ADEQUACYOFTHE FJOSTINii S7RUCTURAL 2X FRAMING 7.GIASS MEETS THE REQUIREMENTS OFA57M OR QREATER OCCUR9.SHIM(S)SHALL 8E GONSTRUC'fED q� � g Z OR STEEL FRAMING AS R MRlN WiND FORCE REStSTlNG Et306-0de(Dt)GLASS CHARTS. OF HION DENSITY pLASTIC OR BE7TER 7.IN3TALLATION ANCHORS AND ASSOCI�IIED_HABClWARE- �-W-t� � �� — SYSTEM CAPABL6 OF WITHSTANDING AND MUSi`BE'MADFOF-C'bRRBSiON RESISTANT MATERiAL p,O Z �g � TRANSFERRIN6 APPLIED PRaDUCT LOA9S TO THE B.DESIGNATIONS�$TBNO.F.OR.THE-FOLLOWING. �"4:FNCflORS pOFt IN57ALLATION INTO WOQD FRAMlNG OR OR HAVE A CQRROSt4N RESfSSANS COATING. � O� O� FOUNR�I1.QrL15SHERESP.QNSiBtLt}Y9FTkEENGii�1=ER---"-7�p?ERRBIE pANEL 14GA.M�N�MUM STEEL FRAMING SHALL 9E AS SH01AM IN �"'� a' ZS` �� ORARCHITECTOFRECORD. O:F!%EDPANEI 'ANCHORSCHEQULE"tHiSSHEET. �y oo� �'- �� 3.7X ANA 2X 9UGKS(WNEN USED)SkRll BE OESI6NED APtD 4.HARDWARE: w .��+C9 N� �� ANCHOREDTOPROPER4YTWW3FERALLI.OADSTOTHE A HALFHlNGES:(4j8083-TBEXTRUDEDAi.UMiNUM W 0 �� STRUGTt1RE 6UCK DESIGN ANp INSTALLAT10N IS THE B. LATCM LOCK:KEYED � p 2 � RESPdNS183LITY OF THE EN6tNEER OR ARCMRECT 6F C. DEAO BOLT:SINGLE CYLtNDER F-1 W 5 �� RECORD. a p � � 10.3EE SHEE?1 FOR DESION PRESSURH CHART. W � 4.TH6INSTALtATlON OESAItS DESCRIBED NEREIN ARE � � � 3 GENERIC AND MAY N0T REFLECT ACTUAL C�NDRIONS ggg FORA SPECIF1C SITE.IF SRE CpNDITIONS CAUSE � g �� lNSTRIiRitON 74 DEViASE FR4M TttE REQUIREMENTS g DETAI4ED HEftEIN,A IICENSE�ENGINEER OR ARCHRECT SHAtI PREPARE SITE SPECIFIC DOCUMENTS FOR USE WiTH THlS DOCUMEf1T. pNCHOR SCH�ULE DESlGN PRESStlRE RATIN6(PSF) tMpACT HATING MANUFAC7UR�Z m� D40RFRAME HYSB�MENT ANCHORCAPAq1fES SttBSTRATE TYPE SiZE ANWOR ��tn qSTANCE BASFDON WHERE WATER INFlLTRAT�ON WHERE WATER tNFILTRATION T�� SPEqRCA710N (II�� REQUIREMENT IS NEEpED REQUtREM£NT IS N8T NEEOED NONE « +ao.o!-ao.o SHEET N6N.3 "UNITMUSTBEINSTALLED8ENF11tHANRpPROVEQ4VERMAN� TU�� FIN(Z-BAR) PANHEAD HQ.& ��818.6.4 p�TlF-N�SIDE 3t8" �N.33KSIYlELD RobartJ.Atsrotuso,P.E. (TAPPING SCREW) STRNEC,TH FL P.E.No.49T52 MIN. SURFACE 4F ......._. ._„...__ TABLE OF CONTENT '�HICKNESS pNS1618.6.1 SUBSTRATE ;~ ```,�5.��y��,,`, -� (VNOOD SCREVI� WOOD 4NTH AMINIMUM • �'"�0�'�1+��'ENefi•0�,�4 SHEEf DESCRIPTION 2XWOOD ( �Q'4.'� No �Q�,� �o:, FRAIWNG FiN(Z BARj PAN HEAD NQ.B OR 7" 12" SPECIFIC GRAVITY OF 1 GENERRL AND INSTALLATION NQTES ASME 818.6.4 0.42. I � ; �;*� 2 El.EVATlON, ANGH4RING tAYOUT {TAPPtNGSCREWj :` S=,A,�Z o IL;�, NOTES`: 4 3 VERTICAk. CROSS SECTiONS AND GtAZING DEiA�L ��TAFF�SCf2EAi51FSPLnTtNGISACONt�it�l,d2LL0.062'P{LOTFI6LE{DFiN.S¢E45y. • '� 1�'� RiQ�^"`�`�'�� .F-•.,o 4 HORIZONTAL CROSS 5EC170NS z>�GEOSra�nUnsu��Fl�ornen�te�s��nNCrtorz�romc�oFSUSStrrn.'ta } �`'nsfanini-�Nv��* •�erir�n��+�•M � �o a o� 0 I 3511/16'MAX.O.A. ^ � FRAME WIDTH � 34 3/4'MAX, � DOOR PANEL WIDTH 10'MAX. G o.c.�rvP.� � � B D 3'MAX.(TYP J-�{ � . �3•MAX.(TYP.) 3 3 MAX.D.L.O. I N 14'X 14' � � � H m o t� 4 � O N X 4 4•��P, � W 3 o�W N F O F 79 3/4' 78 3/4" 4 4 �OCK ASSEMBLY(REGULAR DRIVE-IN) 1 p•MAX. � � �o a � � M�.O� � 4 IS LOCATED APPROX.38'ABOVE r O.C.(TYP.) � �� FRAME DOOR 4 � X q B BTOLT SSEMBLYAPPROX.2 ABO E O —L �-+ �� a�� z � � �� HEIGHT PANEL OTT BOTTOM OF DOOR LEAF,SEE STRIKE � � � HEIGHT i DETAILS THIS SHEET � X � Q OW.w z�Z� I4Y � Z a'� ZZ � 38" 34'MAX.(TYP.) o �- ! HINGE SPACING �y m� j� �� 4��?•> W1� o a� ��'�� 1�1 Q JZ� � �1 WsJ 1� � FOUR HALF HINGES ON 34" a p MAX.SPACING SECURED SILL ANCHOR SPACING W � � 3 3 gY#e X 3/4•SCREWS(TYP.) SAME AS HEAD SPACING T ��q�� ANCHOR LAYOUT � �� BXTERIOR VI6W � � � ELEVATION EXTERIOR VIEW ' ANCHORING NOTES: 1. MINIMUM NUMBER OF ANCHORS IN JAMBS IS 13. I I � � ANCHOR SPACING VARIES,BUT NOT TO EXCEED 10'MAXIMUM O.C. � I � #8 TAPPING SCREW. Robert J.Amoruso,P.E. , � #8 RE2W7/2'WOOD I SCREW MUST BE OF 2. MINIMUM NUMBER OF ANCHORS IN HEAD AND SILL FL P.E.No.49752 qg x�/Z• � SUFFICIENT LENGTH TO IS 7.ANCHOR SPACING VARIES,BUT NOT TO -""—' �pnunip� SCREWS � � PENE7RATE(3)THREADS EXCEED 10'MAXIMUM O.C. �p��Eg•��' � � I MINIMUM BEYOND STEEL ,��0��,GEN8�ti�9Gy�� I I TUBE. _ , _ :@= No�p7b2 �OL ENTRY DOOR ENTRY DOOR � �*� STRIKE DETAIL STRIKE DETAII, ' � �Z': 9TA � woou Faan�e suesrn�re .'c'•'c( pP.•'��S sree�.�ve¢+asuasr�uTe ��tti�•.tiOp�O,r �?�� p��S,O„A,��1��., .� K <` } Y�� : ,w . _ -' •, 1'MIN.EMBEDMENT • #8 WOOD SCREW INSTALLATION ANCHOR � 2X WOOD FRqME THREE(3)THREApS I (BY OTNERS) MIN.PENETRpTION� �g Tppp�NG SCREW INSTALLATION ANCHOR `O a SEAVWT TAPE TO BACK 1�2"MIN. � SIDE OF MOUNTING FIN EDGE DIST. SEALANT TAPE TO BACK 3/8"MIN, �I SIDE OF MOUNI7NG FIN EDGE DIST. . �� 1/4"MAX SHIM 1�IN.SpUARE � STEEL TUBING(BY � � OTHERS) g � ' EXTERIOR ; � INTERIOR N o � ' o � o, � � E7CTERIOR INTERIOR (/� Z N�? O SEE GLAZING DETAIL O�W r� ON THIS SHEET a m so_a � � [—a � °05 �y� VERTICAL SECTION . � �`'s a W o = v� woonFxnMESUSSZiw�e D VERTICAL SECTION � q��g� Z � s'�'�rFr'r'�rg II VO S U S S'F R r Y f E Q w p �O � • — #8 x 1 1/2'OVAL HEAD -�-� o W o� � � � SCREW F"'� A'� zZ �k i � C� °� �s ` p�� ' I 1 W o v�' ��'�� 1\ � ,x' q W s � �� ►-� g 1�� EXTERIOR INTERIOR w � � �y� � IXTERIOR INTERIOR � ��8�TEMPERED GLASS g ��g�� EXTERIOR �NTERIOR � � � 9 GLAZING DETAII, 14 GA.MIN.SQUARE STEEL TUBING(BY �1/4'MAX SHIM OTHERS) � SEAL/WT TAPE TO BACK 3/8'MIN. SIDE OF MOUNTING FIN SEALANT TAPE TO BACK EDGE DIST. Robert J.Amoruso,P,E. 2X WOOD FRAME ��Z�M�N• SIDE OF MOUNTING FIN FL P.E.No.49752 (BY OTHERS) EDGE DIST. �f8 TAPPING SCREW j-.`.._._.��pu�iueey�i'"._.. TM N PENETRATION INSTALLA110N ANCHOR i `,��o0t�;�`CEk8�09�i�y 1'MIN.EMBEDMENT pg yy00D SCREW INSTALLATION ANCHOR ! ?�� NO ��Z �0 ! = '*' � VERTICAL SECTION � ' 8iA 9��a: " woon�xa,ME svas�a�ra C VERTICAL SECTION , ,.�+,� STEEL TUBIN(3 SUBSTRAT'E �4� ��R 19�•'\J� i �''�n,��N�t�No`r ,rtpunn�•� � 1f4"MAX St11M t/4•MAX SHEM tt2°MtN.EQ�E DIST. 172'MiN.Ed&E DIST. � � 2X WOOD FRAME 2X WOOD FRAME o (BY OTNER5) (BY OTHERS) � � � N8 WOOD SCREW SEE GLAZINfia dETAIL W06D SCREW INSTALLATION ANCHpR ON SHEET 3 INSTALLATION ANCHOR � INTERIOR �M1'ERtOR #g X 3/4"SMS G � � � \ EMBEDMENT �y�.� `E BEDMENT N a � N K � SEALANT TAPE TO BACK SEALANT TAPE TO BACK � Z ��y�W��r SIDE OF MOilNTING FIN EXTERIOR �ERiOR SiDE OF M4UNTiNG FiN � y��.° � � �op� v1 � U47 2 � E HORIZONTAL SECTIQN F HORIZ4NTAL SECTION q �q ��~ z � woop�wMe suas�rxarra woon rRn�st B�s�n"ra Z o� o� � � � � a zz �� °� ��a �� W �" �' � p a �� 14 GA.MIN.SQUkRE 14 GA.MIN.SQUARE � � -�S � kR W STEEL TUBING(BY STEEL TUBING(BY a o °� � 3!B"MIN.EDGE DIST, 3t8"MIN.EDC3E DiST. p g°�� OTHERS} OTHERS} � W � � g #8 TAPPINGSCFtEW iNTERIOR #S TAPPINGSCREW � ��g�� INSTALLATION ANCHOR INTERIOR #8 X 3/4"SMS INSTALLATION ANCHOR � � � I THREE{3)THRFI�D� � THREE i3}THREAD 3 MIN.PENETRATION MIN.PENE?RA7lON SEALANT TAPE TO BACK EXTER��R EXTERIOR SEAIANT TAPE TO SACK SIDE flF MOUNTINCa FIN SIDE OF MOUNTING FIN � Rotsed J.Amotuso.P.E I , _ FL P.E.No.49752�� Np\tuitllp��i �I' G HOz��e�i.�QrusnTvGSUH��N /�u�_HOR�zQv�suTvcsuB��N �,•QO0``��cEN�°��y �f � ko 4975E .O� � = j*� � 9TAT p9�'�,S �,PA•�.:.,�t O R„'��ti�� ,�y�is�ON1l��0��`- �', wY ...w � t; , a fi-------�--- _ '�r I� .°` �'•� � 5,.;>�tie (�nline Fage 1 af 1 ' '1. ,. ..._.._... �.y"� � _ y , .._. 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Approved Catepory:Paael.VYalls t�36)445-4695 Sybcshgorye;5lding- '�pPmved bY DBPtL Appmv#5 DBP!'L"sha8 re+A an ratlflW bY tl�e POG am!!ar the Ca»ttrdsslon#t neauary. � �;;lgaff Ndrtlt#teeroe atrw.!Tatl,j�sttascc�FL a�aao P}anw:8a0-�87-2 The Sb4 ot FtaAda ts anµ/EEO anD�Yd'•�Q�tl I o Se�M ef FloMda.::�::�KS�"�::� UnOCr Fbrid�law,iemail addrtsses aro publk reaords.If u do not warrt your rm�ll addras rdetsM N re�aae M a pubik-reoorr#rcqwst,ao rwt send etec6onk maq to tlYS e�tY.InsLesd,oo�act the WRcx W,Phone or by trsdttlonal ma8.if You have�nY Qwsstlore.DW�se Gordart 85Q.487.1395.Mursuarrt to Sld10t1455.275(1).flOAd�St�4iCGr!!flCtlN!OilOber 1.21112:ilt.rrsea aaer�ed under CtiaFta�55,F.S.must O+avtQe the DeWrbnl�with an�ti aCCrcss tF tl�ey hsve one.The amLLS p'wfdad mal!be used far offl�communiotlon with the liaerc,ee.Haweuer email aQdressrs are pu6ik ceoord.ff you do not wlsh!c I suypry a peesona!aQdress,d�D�� an dnaii addn�ss whkh can be mfde avstiabk 4a the pub�k.To deDvmtne K you aie a Iiansee under ChaP�*55,f.5.,pleue dkk�,. l�rad�Approral J1oapLx �� " «",�..: `� r - / y - , � ,� • . . t � . �: ;`, 1? ° . ! http:!/www.floridabuilding.org/pr/pr app lst.asgx 3114/2014 � ,� — �.: s �:;r�--.. , �'lorida Building C e , ` _' . . • • . . , _ . -_.. . � � , �. - � - ° 25525.26 ,� DSACG ` t10RI20NTi4E E}OUBLE.5,"DlffGti L'I4P°y` �.�z Ltmita of Use . � Inatallatlon Inseructions ' � Approved fo se in HYHZ:No FLi5525 RO It ESR-10$3,odf Appmvad use outsida H�tHZ:Yes FE:15515 RO II SiDING•INSTAUATION.odf Im_,�`�� qista�No E�1551,� RO II VINY�.SIDING INSTALIATION.pdf n Pressurms++/-89 Verified 8y:ICC Eva�uation Serv(ce,LLC � . {ither: Created by IndeDendent Tfxird Party: Evatuation Repartt R15SS.Sy,RO AE ESR-].p83.odf 15515.2J DSSTD HdRIZONTAI OOUBLE S" Ltmits of Use installation Znsitraedans Approved t+�t use in NYNZ:Na FL2551S RO IT ESR-i083,bdf Apprared tor use oubide NVH2;Yes FLS5515 RO R SIDING INSTALLATION.odf Impaet Rimlislants No FL1551S RO tx yINYL S(DING INSTALLATION.odf Desipn Presaare:++J-77 VeriHed By:ICC Evatuatlort Servtce,LLC Other. Created by Indepeadent Thlyd Aartyr: kvalwtlon Reports FL.15515 RO AE ESR-1083.adf 15515.18 D616IP HORIZONTAL DQUBLE 6"INIRE CUT FOAM ttmits o!Ure • 2nstsilation Instsnetions• Approvee145Dr use in HYH2:Na FLi551S RO II ESR-iQ83.adf A�fpcoved for use outslde MVHZ:Yes FL1553S. RO II_SIDING Y�ISTAUATION.odf ImpeeEReslsta�Na FL15515=R0 II VINYLSIDINGINSTALfATION,odf Desipe Preasura++J-65 Ver�fted By:ICC Eirat�iatton ServIce,t!C Other: Created by Independent Thtrd Party: EvalwNan Reports �ISS1� R4'AH ESR-2083.odf 15515.19 D6IP HORIZONTAL DOUBLE 6'NITRE CUT FOAM Ltmib ot use 2ristaitaEton Instr�ctlons Approved far use tn NVMZ:No i5515 �t0 II ESB-i083.udF Approved tor uae outside NVNZ:Yes 1FL 5515 RO II SIDING�7NSTALIATION.odf ImpeeL Resislan�No FL15515 R,� II VINYL SIOtN6 INSTAtlATION.odF Desipe Pressnra:++J-65 Vedited By:ICC£vatuatlon Servtce,LLC Cthere Created by Independent Thfrd Pariy: EvMluetion Reparts FLi5515 i20 AE ESR-1083.odf 15515.20 DL58P HQRIZONTAL�DOUBE:E 5"DUTCH LAF� Umna of Uaa Ins#aitatioe instruettorts . Appraved f.or use Pn HVNZ:No F(:15515 RO II E��`�08 ,pGf Approved for use outs9de HVHZ:Yes FI.l5515 R II IN6 INSTALLA7ION.odf ImpaGt Reshta�NO EI.15525 RO II VINYL SIDIN�INSTAItATION.odf Desipn Pressuro:++/-89 VeriBed By:ICC Evaluatlon Service,LLC , Othar: Created by Independent Third Party: Eva�laatton Reportu FL15515 RO AE �, R-108,�.odf Go M Pa4e Q � � � Pa4e i/2 0 � Badc NeM �pjag,{j�::19A0 Ncrtlf.Manrce Sbeet.TaUaMassee FL 32394 Phorte�85Q-187-1824 . Tba Sta4c of FloriQa is an ANEEO empioytr.�qyjjpfit 2007 2013 STabe M Florlds.;:P�;;Pg71551�1�iL.51�mt4t;;$�fund Statemerrt Under Florlda law,emaU addr�sso ans publk recards.If you da noi waM your rmlll addras release0 In rcspo�a W a publk•reaords ieqw5t,do not send eteGronk maq to thfs enCty.L�st�e�d,afntsct Me ofllae hy pf�one or bY tradidonai mif6 lf you have seY Cuccifora,Ptease cantact 854.+FST.3395.•PUrsua+K to SecCon 455.275{i},Ftoeida�fiu�efTeUtve Odaber i,2022,tttensees tloGnscd nta3er Chay�r 455,F.S,must pravSda the Departr�sent Mtfi an em�q adOnss tf they have one.The cma1B qovtded may be used tor Wficlal mmmuniotlon with the Ifcense�Nowevv emill addresses are Wak�rd•If you do noY wtsh to supply s perSOml addrt55,pfUSa prwide tl1E Oeyartrneflt wlth an Cma9 addnC55 whkh Cen be midl!evallabk t0 tl�e W blk.To dedlMlUle H y0u are a I70ltrsee undef ChYI�455.F.S..Dk.ase dldc�,. P+oQad Appmval ACOegis: �� http://www.floridabuilding.org/pr/pr app_dd.aspx?param=wGEVXQwtDq�KmOd10UtOt... 3/10/2014 , ��R �� ? ,�uilding Code Online Page 1 of 4 i � � '�. �� , . � _>. ,d.r� '>"�.,4a• Spi;•.`' 7 F' °°� �"v.. _ re ' r a. ^�t:. 4,-_.«'��1:3+�'-' 'y�',; _ �: „�, �;. _ �^`:�= u ` � , , . � �`, , ''�' '+.r � �� ; !�s� . ..z�� , . ' . � .C:s .,7 _ • '4 . . fbiid�Dt�11�1�12� �S�� I wo m I ux.reey�o-aao� I ita raoi6 I Submft Surcharye I �ts&Fac� � Publlntians � Fec srart F BCLS SiOe Map ( u�r6 � s,�,a, ( Busines Professi � Produd Approval USEIQ:Publlc User Regulation -� Produd Aoornval Menu>Product or AnoHcanon�..+.> LI �App��oyon DeLfl �# FL15515 Applicadon Type New Code Vers(on 2010 Appl(�don Status Approved i Comments Archfved � Product Manufacturer Exterior Portfolto,LLC Address/Phone/Email 1441 Un(yersal Road Columbus,OH 43216 (614)754=3488 olveyp�ggc.com Authorized Slgnature Lufs Lomas rllomas(�Irlomaspe.com Technical Representative Address/Phone/Emall Quality Assurarice RepresenWtive " Address/Phone/Email' ��Ory Panel Walls Subcategory Sid(ng Compllance Method Evaluatlon Report from a Product Evaluatlon EnUty Evaluatlon Endty ICC Evaluatlon Servtce,LLC Quallty Assurance Endty Architedural Testlng,Inc. Quality Assurance Contract Expiretlon Date 12/31/2014 Valtdated 8y Luis R.Lomas P.E. I m Validatlon Checklist-Hardcopy Received Certificate ofIndependence FL15515 RO COI COIodf Referenced Standard and Year(of Standard) �� Year ASTM D3679 Zpp6 Equfvalence of Product Standards Certlfied By Secdons from the Code Produd Approval Method Method 1 Option C Date Submitted 04/26/2012 Date VaNdated 05/03/2012 Date Pending FBC Approval 05/OB/2012 Date Approved 06/11/2012 http://www.floridabuilding.org/pr/pr app dtl.aspx?pazam=wGEVXQwtDqvKmQdlOUtQt... 3/10/2014 / � � 1 i ! � '' i .�� ,�. �. �� - - . _ . _ ._ . :- _ ::�.� � ,.� �'.::� � ,r�=- .� I (��l��""��.L��TI�� IV��1�I�...le��. 4�� ' �, , < .�� _ .,. . . . , .. _— -...__. .. _ ..._ ._. . _ . .' „� ,,,. . �i'0.y �y�� t i..rx,�� t3 c. �v.. �,� ` d ��w� i.:.�-��?�.�� =x��;'. ��`.��y}s "".,� ';'��i*��?�'.:..'� � ,;.:`i..`y`."3"42..�.�v.7's^� �� F ��,;'�,�"- .} t- , ,., �' �..,r..,�,.�,.'��Y�,r� r ,� . . �z* `. f x � f_r-K �j4��'�,�''�`.`�;��7`*�r�*�ir .. �."�r�, .�{ . ,pq•�rt � `�,,.k 3�,. ��, %r`,_ , . �,/ �-• . ---'•=`>7.= ' ;'�T.�-,t .t yi, ofc+{�r, `" . ., ' �'soi 3rfi':-""r�=•�.1'� y ��• _F %�� ' � � ,. , ' ��f � 4f �w"U'�}C�. � r��Y� '� • . %. .i h.Y.,� � t `°", µ ~+� , , � E'!�� 4 t �,� . �\� �� " � a r i _ '0. : .� ��"r'� '``- ;f�� t �I _�d�Y 7�� ,.1� ��:.+°' ' �r r g`� }t`l ;}' "`°'!" ��--.� I�„-�,R,'��` f'��'��_ �� , I, /' �" �� _ -�" - -- - . . __.r _ �" � �.:�` � `��ti , s� �� ,'� w -__-��.t,_�,—� ��,�.�..�..,.._..�"w..�._...._, � � � i � F � :t � � ;�� :�- '' =-�.�._�,� 7. . �� +�. ._.��..� �,� �`� `1..�.;,,` 4� � � � � � i s �. r� � ?, ! 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Fastener Choices When choasing a fastener for CraneBoard Siding products, C�ane Performance Siding recommends �, that first,you check with local building code b�cia/s forpossib/e requirements. ln lieu of special code ' requiremenfs, C�ane Performanc�Siding re mmends the fallowing; Nails: • �taits should be a minimum of 2 %"in length and able to penetrate not less than '/,°into framing or fumng. • Nail is to be made of galvanized stee!or other corrosian resistant material and should have a head af at least 5hs°in diameter and a shank of%". Screws: ' • Screws must not inhibi#the expansia and cantraction of the panel(s}. Screws shoutd be able , to penetrate not less than'/."into fra ing or furring and should be: • Size#8, truss head or pan head. � Carrosion-resistant, self-tapping sheet metal type. � Staples: , • Staples mast not inhibit the expansion and contraction of the panet{s)and mus#be: • not less than 16 gauge semi-flatkened to an eliip�cal cross-section. � a minimum ot�l�s"crown, 1 !"in tength and able to penetrate not less than t"into framing or furring. Wal! Preparation New Constrvctlon � CraneBoard must be installed over rigid sheathing. Consult loca! building cades for specific sheathing requirements CraneBoard should never be applied directty to studs without sheathing. Residing i � � • CraneBoard is designed to be installed directly over existing siding without the need for additional wall leveling underlayments providing the exis#ing siding is not ex#remely uneven sucti as split cedar shak�sid'mg. In these situations, it is advisable ta first remove the existing siding before installing CraneBoard. Note that CraneBoard must na#6e applied directly to studs w�ithaut rigid sheathing. lf, atter remaving the existing siding, there is na sheathing, sheathing must!�applied. 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