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HomeMy WebLinkAbout16-17011 \ ,•�' � / CITY OF ZEPHYRHILLS ..�' � ,_ -� 5335-8TH STREET (813)780-0020 17011 �• - BUILDING PERMIT PERMIT INFORMATION � - � � - � LOCATION INFORMATIO . Permit Number: 17011 Address: 3928 QUAKER RIDGE ST LT 79 Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: MAJESTIC OAKS Est. Value: � Parcel Number: 24-26-21-0000-00100-0090 Improv. Cost: 27,900.00 OWNER INFORMATION Date Issued: 2/05/2016 Name: NHC-FL 115 LLC Total Fees: 435.00 Address: 69913 CAMELBACK RD STE 6310 Amount Paid: 435.00 SCOTTSDALE AZ 85251-2493 Date Paid: 2/05/2016 Phone: (407)908-5806 Work Desc: SUNROOM 13.6 X11 & RM ADDITION 17.2 X 10 . CONTRACTO.R S � � � AP.PLICATION FEES SUNSTATE ALUMIUMN INC BUILDING FEE 255.00 HOMEOWNER ELECTRICAL FEE 60.00 HOMEOWNER PLUMBING FEE 60.00 BAHR'S PROPANE GAS &A/C, INC. MECHANICAL FEE 60.00 ' ,�l Y 0� � 2�� �� � - � Ins ecti`ons,.Re uired. ' � �- � � 00 ER 2 D ROUG P MB MIS INSULATION CEI ING 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: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe 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 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, Specifications Must Accompany Application.All work shall be pertormed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. c CO TRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION — 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER FBC Plans , C/��" ����lS Florida &Enyineering ' _ _ ; 6272 Abbott Station Dr. � I IIIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII III II IIIII IIII I III �uilding " Umt 101 2ephyrhitls,FL 33542 2016012641 Coile • . Permil No. Parcel ID No NOTICE OF COMMENCEMENT Slate of ��/�ri[�� County of�S�J THE UNDERSIGNED here6y gives nolice lhat improvemenl will be made lo certain real property,aRd in accordance wilh ChaD�er 713,Flo�da Stalutes, Ihe lollowing infortnation is provided in Ihis Notice of Commencement: 1 Desuip6on of Property Parcel Identification No. ��1 Z�o��2�' Q�U— ��C�U— ��O�O �. i� ,t �i'/�.r ! 3 Sr/3_ Slreel Address: �/ � /� � 2. General Descript !Imnrovemenl ��!?I7ir�i�+ �` !/(-.��3�'t i/�����dK 3. Owner Infortnalion or Lessee infortnalion if Ifie Lessee conlracled for the improvemenL ,�ji�r F� /iS�-� ��%1.���� �rt l,�� � 1�z_'i/ ����.,>�//�Q� 4�-�st�,��id S�eY�`sc�4/P ��rr.w—� Address t City Slate Inleresl in Property: �L'��� �� Name of Fee Simple Titleholder• (I(diHerenl Irom Owner listed above) City State Address �/12(�2�r /L�/YJ i DG/Hil a. a e `� � �i�a� �i/.11t ��35�l�.- /� City Slale A dress •/y� �pd � �30 ry Contrectors Telephone No. J �� � 5. Surety: ' Name Ciry Stale m N p Address ��'� Telephone No.: N � Amounl of Bond: E ���� �• ►+ N m J 6, Lender. ��pAj Name O� W • Cily State m � Address - ---' - ' ---- ----- -- - _ � LenJers Teiep'i�cn2 irJ. - --� ' - .• ...;j N ' 7 Persons wilhin the Slate of Florida designaled by the owner upon whom notices or olher dowments may be served as provided by �; -i^ ,� � A Seclion 713.13(t)(a)(7),Florida S(atules: O m•• -` T ' �mf+ ��V , '� * � mm Name � • �e0 �,� Stale �� � • City ; e � �a Address Telephone Number of Designated Person: � �., � ,� � s� ol^ u' g, In addition lo himself,the owner designates � . Q � � � to receive a coDY of Ihe Lienofs Nolice as provided In Sectian 713.13(1j(b),Fforida Statules. � Telephone Number of Person or Enti[y Desig�ated by Owner: — . ��m � • �. g. Expiralion dale o(Nolice of Commencemenl(lhe expiralion dale may not be before the campletion of cons�ruction and final paymenl lo lhe �� � �� conlraclor,bul will be one year trom lhe dale of recording unless a diHerent dale is epecified): R�� 0 �� � AR£ CONSIDEREDEMPROPER PAYMENTSDUNOERHCH�APTER713TPARTE,ESElTI0N773O.1]HFLORIDAESTATUOTESEANDMCAN ,� RESU�T IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, A NOTICE OF COMMENCEMENT MUST BE Y RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT Q F- w � WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECOfiDING YOUR NOTICE OF COMMENCEMENT � 'Z � W � � z � � � J Y- Under penally of perjury,I dedare Ihat I have read the foregoing notice of commencemenl and lhal lhe facts stated therein are true to the best � � lL ol my knovAedge and beliel. � f� () � J Q t— S7ATE OF FLORIDA ��( /���� C�.. (7 � � w � w COUNTY OF PASCO Signalure of Owner or Lessc+e,or Owners or Lessee s Aulhonzed 'y LL w � a � OKcedDirectodPartnedManager � � = z J �' �/r/.t)�� �' � ~ � a � r Wu- � U U Signalory's Title/OKce /1 /f�� � = Q � � � �1 � ��20� b �r/1/t�R�I� /l ��I�KLr � F— a- W � The foregoing inslrumentwas acknowiedg�e1d haefoqre me this day of � Y�•� � Q O � O as l/L(/N es-^ (typc ot aulhoriry,e.g.,oKcer,Irustee,attomey in facl)for (name a.ty on behall o(wh m in rumenl a execuled). �� �� Q J H� �/ Notary Signal �� m � �- U Personaliy Known�OR Produced Identification p9_ � E L�T.� _ � � W �Z � J � i � ��� /J�J-� /� Name lPrinl)S/�l�;•fa Eti � � � O O� p�Z Type of Identificalion Produced� � � ,J9n;4,: S�n�Koacarto �.a.. p p � � � ��'.._ MY.CAMAUSSION1�198857 " A`�'ef`�u'� eooa�nwE�wD�Up�i,a�a�n pSg C� Q -J C� G� w � Z � ` ,� �� zF— - ------ (�9y FZ-- � O � d CD wpdalalbcslnoticecommencement_pc053048 pqULN 5 0'NEIL,Ph D PASCO CLERK e COMPTROLLEft 03/26/2016 01:19 m 1 of OR BK 931� P� �� - I - .^_ . . \ � - �������� Page No. of Pages SUN STATE ALUIItJdINUM, ING. 1 6154 Fart King Rd. �` ZEPHYRHILLS, FL 33542 � � (���} ������0� 3 SUBM 70 I ' p}{pH� � � � � S� � JQB NAME � ���'�:a��� ' ClTY. iEand2lFi�DE .fO8L4GA"ftt}1�I � � ARCHITECT DATE OF PLANS d4B PN4h1E ereby submit speci�cadons and esUmates toc .._.�.�-_��:_.__.._..'�'�..__.._.._._�G�__._._..__...�� . �`�..��..�.�_ , ....._._._.__._..._..._._...__.._._._._.__�_.__.__._.__._. -� �.�._-�.�.__�.�.__._��:.�.�'��.�..����__._._..__._.__._......___�._______._._.._.._._._.___.__. .__ .�__.___ _._..__ _. .___._ __.�_ . _.... _ . . i -- _... .__....:.._.__.._.__._ _.�'��_.__._..�c���_,_-�.a...._.�;►�._.._._._._._.___ ._____._ ._._.__.._...�______._._.......__.__�_.�.�_.__._.._._.._.._...___..�...___. � � ._��. .___.__ _.�'�.,.�.._._._.__t..�._�_�_�_ _��.._�.._..�,�. _ . �._.__.__.m_.__.._._____..__._.___.�_._.__..._.__.._._._.._..__._____.. � —� .�....__..�_�-_..�'►___,���._'_a���_..__.__.___._._._._.__._._..w_._�...._.___...w._.._._._____.______..._._.____.___.__._.�,_.._____._.._.__.____.�._.__..�_..�..�__, � ..�___.��_._._. �� .__.__._.__..�_...�_.._.�..__._.._..._�_.�._._. ._._. .�_�._m.._._..�_._._._.... ___..._.__.�..._.___._._.. __.____.___._.__....___.____._.._.__....__.___._._._.___._..._. , ,— . �..���.;__..."��i.___��.�..._._..__.__.. ��.��►�...�� . �......�.-�_�.�.. .._._._._..,_.r.-".�""�..�..`...��s.__�'��_._._._.��.�...�?,._.__. __.__._...__.�.��'�i��..__._.__._.__�_.____._ � - �� ��, � -- �- m .�.,_�.___.._..____._._.�...___ .__._____.__ ____.._�.._.___�_.___. ._._._...._._____._._....___._.___.________..____..._.....__.__._...._...._.._. ._.___._..__...._.__..___.___�__ �--� ._.r�_.�.__�.�_.._.�.�_�..�°__.____ .�._.��-�.����.�,,....��,���.._______._.��..____..__.._._.___.___.�_..___._._._�.__. � ._....._........._�_...._..._.._m.__.._._..__._...___�__._._. .._.___._._.._.__._. ._...____..__._.__.�____________.___..__.___.___.._.._._.__..__.._____w__.�__.�.__..._.---.______.____.__�____..._ � �...� ���.. ���� . . � .._......� .r~��._...�....._�._._.�_._.__. _.,. __..___. ..�..._._____...._..__.�__..._.....__._________..___._._._......__._..__._._._....___.__. ...M._...___._._w... ', --- . ..___m_._w�_..�..._'._�?a..���._�_.�?/12.,�io o�_.��a��°�'_._._...�.�?'����w._.�..�.�_� ' � $r� here y to fumish material and labor—camplete in aacordance usrith above spec�ca' ns,for t e sum of: . �.�..- dotta�s }. Pa ent to be made as tollows: i Ai!unpaid baiances subject ta 1.5°lo man#hiy interest fee. All materiat s c,�uarazt[eed fo 6e as specif'�f_Ari work to be compieied(r►a wotSananiike manrter aodocdmg to standaN pracfir:es.My atteration or devlatior hom above spectfirattans � ' .--.--� a natu inwiving extra casis wiii 6e executed ony upon written orders,and will trecome an e chafge over and a6ove the estimate.Aii agreaments cantingent apan strr�ices,acade or defays 6syond our cornroL Owrtar to cany fira,tomado ar�d other neces�ry insurartce, lVate:This prapasal ma�/be Clur wo:kess are ftsRy coveeed ir,r Waskmao's f�mpensat�E�surance. writtttdtawo by us'rf n�t eccepfed w�tF�in d8ys. � �cez��ce af �ct�� —�,������.s����o�� �.—._� � e�a �Co ct and cunditions a�e saiisfacLory and are hereby accepted. You are authorized Signature tn do tfie work as specified. Payment will be made as outlined above. � DetB QfACceptanl�: ne___'"" I � ! ,. — , . .. • :;;! . . �; , ;�a. :� . . � • , � , DISCLOS�R$ STA'�`�p'�' FOR OWDffit ,4�� , � CITY OF ZSPBYRHII+LS HIIILDING DBPARTNNl�NN'T - � z, �U�F�ti�� �/�'�L1S�.�L have read aad fully naderstaad and , , agree to the provisions o� thi.s instr�p*+t. - � The vadessigaed states and affirms that he or she is desirous o£ constructing, renavatiag, adding to os reroofiag his ar her owa domicile, that he or ahe actnally occupies, or will occupy by said domi.ci].e, and same is not for sent� lease or saZe. That he or she shal.l comply mith the followiag conditions: 1. That the oovner aad he or she alone shall act as the b�u.lder for all phases of coastructioa. 2. Tliat the owaer avill comply with all provisioas of the City of Zephyrhills orcliaances aad codes pertiaeat to the bnildiag. 3. That ia the eveat variolts phases of coastructioa ase subcontracted, ,he will eagage only preperly licensed subcoatractors aad will personally "superv:i.se sucli wor7c.- � 4. That i.a the event 'Fhe Buildiag Snspector shall require �orrecti.ons to be ma.de, the owaer will assume full respoasibility to insnre �they, are made, and upoa � completion will call for a reiaspectioa beEore proceediag with the ]�uildiag. 5. Tha.t the ownex� sha1Z assume full respon�ibility for the const-xnction and will , ' aot estpect supervision of his work trom the City of,�ephyrhills Bnilding Depaxtment. 6. That prior to �ina1 inspection aay additioaal fees, including reinspection fees, must I�e pa3d ia full_ A writt�, request from this office sha.7.1 aonstitute an official aotice to pay add:i.tional fees. 7. That the owner shall comply wi.th. a].1 City,' State and Federal laQps in regard to social security, wori�'s compeasation, liea laws, etc., where applicable. S. That the owner sha7.l comply wit3s all the safety codes iasued by the Florida Indv.strial Commissioa. 9. State law tec��;res coastritction to be done by Ziceased coatractors_ You have applied. for a permi.t under aa exemption to that lam. 2'he' exemption allows - you, as the owaer of your praperty, to act as yonr owa. coatsactor wi.th certai.n restrictions evea though you do not have a Zicease. You must provide direct onsite supervisioa of the coastraction, yovrself. You may build or improve a one-family or two-fam3.ly resideace os a farm outbui.Idzag. You may-also bui.ld or improve a commercial buiZdiag, provided. yota.r costs do aot exceed $25,000. , The buildiag or residence must be for yovr owa use er occupaaay: It may aot be b�u.lt or svbstantially improved tor sale or lease_ z£ you sell. or lease a .bui.ldiag you have built or substaatially improved yousself within I. year after �e constructioa is complete, the law will presume tha.t you bu3.3t or substaatially improved if for sale or lease, mhich is a violatioa of this exemption. You may not h3.se aa unlicenaed persoa to act as yovr coa�ractor or to supervise people reoriciag on your bwi.ldiag_ It is your responsibility to make sure that people employed by you ]iave liceases rez+,;red by atate law an.d by couaty or mnai.cipal licensiag ordiaances. You may aot delega�e tlie responsibility for snperva.siag wark to a licen.sed coatractor who �s not licensed to perforsa the work being doae. Aay persoa working oa you� builcliag �vho is nat licensed must work uader your direct supervision aad mnst be employed by yau, which meaas that you must dedtict F.I.C.A. and wit.l�holdi.ng tax aad provi.de workers' compeasatioa for that employee, alI as prescribed by Zaw. � Yaur constrnetioa must comply w3.th aZl appl.icable Iaws, ordi_a.ances, bn.i.Idi.a.g ` codes, and zoning regnlafia.o . ; , O . 047I�F&R'S S=GI3PiTiIRS �"'���� DBZ`R �vZ�o2��4t-c�S ' ADDRESS � L- �` -� �Lii � �L P80NE �-t� G� P�T # _ �^'"„ SFryRDEN K.DEL CO7T0 :� •� MY COMMISSION q EE 198857 �=;;�c�' EXPIRES:June 26,2016 � �'••f'p,'f���` 6onded Thru Nofaryr Pubik Underwriters i . � ; � , sisaso-oo?o - - .-- -- -City of.Zephyrhills Permit Application Fax-813-780-0021 • �� i� :,.. , ; , , , i. Building Department - � - . - --- ----•-� , � � , � , Date Received � � " ? p � � ' ���� � —�/��� � ,Phone Contact for Permittln p/.3 �`�'� ' - '-'S / Owner's Name `' L_ ; -O�/d p� c/� o G�C ` /,,�GLG �,s ,�.e � Owner Phone Number -1 �- 1-TZ � -` � �'1 5'u�4/r�/f Z. Owner's Address � I g� �� S7` 3�� Owner Phone Number Fee Simple Titleholder Name I Owner Phone Number i i Fee Simple Titleholder Address ' � JOBADDRESS •z � !G jQ� - ��` �S —L 33 y OT# � / SUBDIVISION �S�I ��S PARCEL ID# �y-��'-� ��' ddd�-d jJld v 'O� 'I�'!� • � (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e , NEW CONSTR B ADD/ALT 0 SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM 0 OTHER TYPE OF CONSTRUCTION 0 BLOCK Q FRAME 0 STEEL Q � > �• � / �/ DESCRIPTION OF WORK j� /3 �O X /I /v �� - c�� r�cT�t 707 �� /D � � � BUILDING SIZE I SQ FOOTAGE 3a 3 HEIGHT 'TrTT�T�ITT�IT�TT�T� I�ITT�ITT�ITI�rIT'TTf�T�T1�T1� �BUILDING � ' �� VALUATION OF TOTAL CONSTRUCTION 'OELECTRICAL $ �� II (y ' AMP SERVICE 0 PROGRESS ENERGY Q W.R.E.C. OPLUMCiING $ C-� � - � � �� � �� 6 . QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION QGAS Q ROOFING Q SPECIALTY � OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO -�f--1-F-1-F-�-F-0-f-1-1-1-1-1-f-1-i-1-f-f-I-I-1-I-i-i-f-i- 1--1-�1-1-1-�E-f--1-f--1-f-i-f-f-1-1-f-1-1-1-i-I-1--1-F-H-f-a-f-1-�-1- ,�S � , / BUILDER � COMPANY ��S 7Y //7u1� SIGNATURE REGISTERED Y! N FEE CURREN Y/N Address ,r /-7�! �C�2 /cc� ��r/�� .T�/d'-' License# C���-t.. �.��s �7 � /� ELECTRICIAN � I -- OMPANY Q✓ SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address I 1 License# i �j� 6 UL d���^ PLUMBER _� � L`OOMPANY SIGNATURE i REGISTERED Y/ N FEE CURREN Y/N Address I t . License# � �, / MECHANICAL I ' -COMPANY .f S SIGNATURE � REGISTERED Y/ N FEE CURREN Y/N Address `�y l I oc ��!?/�� 3 ��� License# C�C 0 y ��/d' " I OTHER ` COMPANY SIGNATURE I REGISTERED Y/ N FEE CURREN Y/N i Address � License# IIIIIIIIIIIIIIIIIIIilttll '1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIItI RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL 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,ConstrucUon Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance - SIGN PERMIT Attach(2)sets of Engineered Plans. '***PROPERTY SURVEY required for all NEW construction. ��.�-f-f-1--4-f-f-{--1-I..f-{-�1-1-1..6..1-f�1-{..f-1-f-1..6-1--f-1-f-1-1-4-f-i-1-1-�.a-f�-f-{-1..1-I..f-i-f-I-I-fa.�i-f.A-4-1-t�f-i-�-i.a-4a-1�1.. Directions: • Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (AIC upgrades over$7500) `• Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs if shingles Sewers Seiice Upgrades AIC Fences(PIot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW i I . .- - . . w : _ __ - - - -- - . - --__ .F__..__.�._------- ---..,_... - - . .�_. ..__._.__,___ _�.�.,�__.,..y._.�____._ ,��____v_r _ � � .. � . ' ; �'- �� . � � � . - � � - - �,�� �f, . Czty of Zephyrliills , BUILDING PLAN.REVIEW'CONIMENTS Contractor/Homeowner: �����2�-''�'7 i Date Received: � "" 2 S=�� i I'' slte:�: � � � ."�� C�c,c���e-r- �G� ' - , ---��- . Permit Type: � � !� k �� /a ��rr� u l�vr��7 �-?��Z� s Approved w/na comments: Approved wlthe�elaw comments: ❑ I}enied wlthe below camments: ❑ � , : � � , � � �. ; �! This camrne t eet shall be ke t with the ernvt and/or lans. � � P Kalvin S tzer—Pl iner Date . Contractor and/or Homeowner (Required when comments are present) , � � i � . ��P� �-� y �G- �/- c�—o�•oo—oo�'v I� � /�/�G --��!/� �c ��D�� /c� �'�c� (c� � ff���° PS¢; � �� �-s P��` �� �9a �' ��..�.� /����--� - 2���//� .33r y�. r . yv � , � � � 7 E /O� ? ,_ �a'/$!"Iks 8 4 1 $� S!�w� � t � � r �o„ 's , � • /� � i J. .�roras�' �Lr /3 �`/ �� r � I� {�c/d�-�lo�. � ( , ;----��-�-- � � � {� ��o��s..� � � \ �3uY�i�. � ` ( , � �Quu�t•,./ � �a ,� � G � S�o�.�s� : �x%S���S ���� ,! r � ,ia' Pa r Ic I ��, � , �;� ��os� l�o�� ► , f �G�L1 \(\ � roo,�., ��Q SH LL COMPLY WITHALL REVAIL G C DES,FLORIDA BUILDING ,G l� ODE,NA 0 L ELECTRIC CODE AND , ITY OF Z PH ILLS QRDINANCES , '�i'' �'� �� ��� � �j G� c�- � � ���IY�yj�.L� - . �L� � ��1li�i�l�R i !s � ��.— ��r � � � �oRnns ` FLORIpA BUILDING CODE,ENERGY CONSERVATION FQRM 402-2010. ResCdent[ai Butiding Therma!Envelope Approach ALL CLIMATE ZONES Scape:Compliance wRh Se�tion Q02 ot the h7arida Bullding Code,Energy Conservation shall be demonstrated by the use ot Form 402 for s(ngte-and multiple-family resfdences of three stories or less in height,additions to existing residential buildings,renovations to ewstfng residential buiidings,new heating cooling and water heating systems in existing buildings as applicable.To compiy,a building must meet or exceed all oi the energy efficlency requirements on Ta61e 402A and a!!applica6le mandatory requlrements summarized in Ta61e 4028 o�this #omt.[f a bui{ding does nat comp(y wtth this methad or Altemate Form 402,it snay still comply nnder Section 405 of the florida Buildrng Gode,Energy Garrservaiioa. PROJECT NAME: �l"�a�G� scGq ke BUILDER: �u,�S��e l Lt-VY+�n N,w� AhlDABOFtESS: ,3�o�$Qt.tAj<Cf RtG��. PERMtTTIt�C, t� �^ t ze �n r�ni��5 �l, 33S�I'a OFFICE: �„r1" Of�E � t"Y"ti +�S OWNER: {�ay.��(G{ �,eSGI-t� FERNfi7N4.: f p� JURlSDlCTfqNNO.: General Instructions: 1,New construction which incorpprates any of the tollowing features cannot compiy using this method:glass areas in excess of 20 pe�ent of conditianed fioor area,electric resistance t�eat and ait hand(ers located in attics.Addtflons s BUO sq.(t.,renovaflans and equtgment changeouts may compty by this method w'sth excepttons given. 2.FII in alt the appticabie spaces of the"To Be installed"co(umn on Ta6te A02A with the infarmation requested.AiI"'�'a 8e Installed"values must be eqaal to or more effiaient than the required Ievels. 3.Complete page 1 based on the"To Be Installed"column iniormation. 4.Read the requirements of Table 4028 and sheek each 6ax to indicate your intent to comply with aii applicable items. 5.Read,sign and data the"Prepared 8y"eertiiication statemenf at the bottom of page 1.The owner or ownets age�t rnust also sign and date the form. Please Print CK 1. New construction,addition,ar existing building 1, IG}dd;--Dw 2, Singte-fami[y detached or muittp[e-Eamity attached �,�j y�A�p_1�r le� --��r 3. If multiple-family-Na,of units covered by this submission g, --' 4. [s this a wors#case?{yestno) ¢, J�p .�-- 5. Conditioned floor area(sq.fE.) 5, o�3(+ 75 S. Giass type and area: a.U-factor 6a. •�� b.SHGC 6b. ��-- c.Giass area 6c. ��sq.ft. 7. Percentage af glass to floor area � ,�_o� 8. Floar type,area or perimeter,and insutaYion: a.Siab-on-grade(R-vatuej 8a.R= "`t"�' tin.ft. b.Wood,raised(R-value) 86.R=��_ o?. 3/•��sq.ft. c.Wood,common(R value) g�,�= sq.ft. d.Concrete,raised(R-vaIue) gd.R= sq.it. e.Concrete,common(R-value) 8e.R= sq.ft. 9. Wait type,area and insuiatian: a.Exterior. 1. Masonry(Insulatiqn R-value) 9a-1. R= ��-�-sq.ft. 2. Wood frame(Insulation R-value) 9a-2. Ft=_�?� .�,zr_sq.ft. b.Adjacent: i. Masonry(Insuiation R-value} 96-i. R= sq.ft. 2. Woodframe(5isulationR-value) 9b•2. R=�_ /37 sq.ft. 10. Geiting type,area and insuta#ton: a.Under attic(Insulation R-value) 10a.R= sq.ft. b.Single assembly(Insulation R-value) �Qb.fi=_,��. �?3[,��,ffi. 11. Air distribution system:Duct insufation,locatian,Qn ����� a.Duct location,insulation i ia. R= �..(_•�. b.AF3LT loca6on 1 i b. ___�.�?-�...__ c.Qn,Tast report attached(�0.03;yes/no} 1 i e.Test repor att�ched? Yes No i2. Cooling system: a.Type 12a.Type: p� . ��G b.Efficiancy i2b.SEER/EER• I3 . 13. HeaY[ng system: 33a.Type: !� }�W j��'r�"S{-n�, a,TyPe 13b.tiSPF/CdP/AFUE: 7.7 b.Efficiency 14. HVAC sizing catcutatton:aitached t4. Ye's � 15. Hot water system: �.�Fe 15a.Type: b.Efficiancy 15b.EF: y ty p p overed by ihe calcutation are in compllance w@h the Flodda Review pf plans a�d speciEications covered by Shis caleulation indcates camptiance v�iih fhe Flarida Ener Code. Energy Code.Be(ore oonstruction(s comp ted thIs bulidin will 6e Inspected for compliance in � ��_�_ � accordance with SecGon 553.908,F. . PREPAftED BY: .�� DATE_!_�`/-! ere�y ce a e n s ec catmns c ` CODE OFFICIAL• t htreby'CtrEify hat �sD�1Idin Is co i 'th the Flarida Energy Code: z�/!� � OWNER AGENT: ` OATE� / DATE: '� • GA 2010 FLORIDA BUILDING CODE-ENERGY CONSERVATION ; � r Florida Building Code Online Page 1 of 2 'yd"_�^i��.:�e� rF�.q'''%�:1�€.€a,.��..x.":a�'^Ca�::�r�i "-rs;�-w tic'* �..�._,, _ ' ' ,�^ ' '"�ij `,tY^ 't`:_�d' �,,,��`(,,,.,2 J'�f',�.�``'IT: 9:, fi .��. ", �F�j,y, _ . .�.FF;. ..{��rj� 7xr �i"t '€`„�;•,s+,:£��2*1i+�3yuJ.P',�,�"u,��tZ'� .�€�a5>,�.e�'��,•.w `i'-'—"�-'�-�:`-�'v=�"' .c�� ,•;i?•_,� -r; �v� ' f% F,� �$sk'r �. � >s:,; � -�1 4.,;e. .. 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Product Aooroval Menu>Produ�t or Aoolication Search>Aoolicatlon List>Appllcation Detaii �,,,!,� ' `���,�:E FL# FL12500-R2 Application Type Revision Code Version 2014 Appiication Status Approved Comments Archived [� Product Manufacturer Norandex Building Materials Distribution Address/Phone/Email 300 Executive Parkway West Suite 100 Hudson,OH 44236 (740)323-1787 Christine.Watson@norandex.com Authorized Signature Chrfstfne Watson Christine.Watson@nora ndex.com Technical Representative Christine Watson Address/Phone/Email 300 Executive Parkway West , Suite l00 Hudson,OH 44236 (740)323-1787 Christine.Watson@norandex.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Fiorida Registered Architect or a Licensed Florida Professional Engineer t,[i Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen - the Evaluation Report Fiorida License PE-59166 Quality Assurance Entity Archftectural Testing, Inc. Quality Assurance Contract Expiretion Date 12/31/2015 Validated ey )ohn W.Knezevich, PE C� Validation Checklist-Hardcopy Received Certificate of Independence FL12500 R2 COI 2015 O1 COI Nieminen.odf Referenced Standard and Year(of Standard) Standard Year ' ASTM D3679 2009 Equivalence of Product Standards Certified By Sections from the Code - I https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvG4Aty8L7aHd... 7/3/2015 . s� •�. r� ' fLORIDA WIND 20NE COMPLIANCE WORKSHEET,Height(h)<30 ft,GCpi=+0.18,Kd=1,Kzt=1 FBC Section 1609 VINYL SIDING Wind Speed-V„h(mph)3-second gust � � Deslgn 3 • v Max.Nall � Product Profile S acln Nail Engage Pressure 110 120 130 140 150 160 170 180 190 200 X r� P g �PS�I w OK OK OK OK OK OK OK OK OK OK B ' Interior OK OK OK OK OK OK OK OK OK OK � Zone4 American Classic D4,DSDL 16"o.c. Studs 152 OK OK OK OK OK OK OK OK OK OK D OK OK OK OK OK OK OK OK OK OK B EndZone OK OK OK OK OK OK OK OK OK OK C OK OK OK OK OK OK OK OK OK OK D 5 OK OK OK OK OK OK OK OK OK OK B Interior OK OK OK OK OK OK OK OK OK OK � Zone4 American Classic D6 16"o.c. studs 111 OK OK OK OK OK OK OK OK OK OK D OK OK OK OK OK OK OK OK OK OK B OK OK OK OK OK OK OK OK OK OK � EndZone OK OK OK OK OK OK OK OK OK ,:' NO D 5 OK OK OK OK OK OK OK OK OK OK B Interior OK OK OK OK OK OK OK OK OK OK � Zone4 Cambridge OK OK OK OK OK OK OK OK OK "''•i�.NO i:'i D Beaded 6.5 eeaded 16"o.c. Studs 85 OK OK OK OK OK OK OK OK OK OK B OK OK OK OK OK OK OK OK `NO' - NO C EndZone OK OK OK OK OK OK OK �:, :NO'r, ., :NO' ,'!' `,,:".NO: � D S OK OK OK OK OK OK OK OK OK OK e Interlor asB OK OK OK OK OK OK OK NO`:-?'i" NO' NO C Zone 4 Finish Works OK OK OIC- OK OK i�.^,'�'NO;s.:`;i?��• ,:�,NO;=�;t,. NOi-:;., '� INO ; �.�NO:;, D Board&Batten Single 6.25 16"o.c. Plywood 56 "�'`' and/or5tuds OK OK OK OK OK OK OK OK �='�NO' NO B OK OK OK OK OK , ,° n n ,.Np•:':::..........NO:;%;;;.,:.: .:.NO:�" N0 ,NO,.!' ' C E dZo e -.,; . ,.::...:.. ..:......:.. :........ .... 5 OK OK OK OK '" • '�'...N0��--'';:;NO,::s`.:::�__;.;'N0,": .�;.. :NO.; _� NO NO ' D OK OK OK OK OK OK OK OK OK OK e Interfor OK OK OK OK OK OK OK OK OK OK C Zone4 D4,DSDL 16"a.c. Studs 152 OK OK OK OK OK OK OK OK. OK OK D OK OK OK OK OK OK OK OK OK OK B End2one OK OK OK OK OK OK OK OK OK OK C Generations or OK OK OK OK OK OK OK OK OK OK D 5 Polar Wall Plusl OK OK OK OK OK OK OK OK OK OK B Interior OK OK OK OK OK OK OK OK OK �K � Zone4 06 16"o.c. Studs 111 OK OK OK OK OK OK OK OK OK OK D OK OK OK OK OK OK OK OK OK OK B EndZone OK OK OK OK OK OK OK OK OK OK C OK OK OK OK OK OK OK OK OK ;:NO D 5 � OK OK OK OK OK OK OK OK OK OK B Interior OK OK OK OK OK OK OK OK OK OK C Zone4 Great Barrier D5,DSDL 16"o.c. Studs 152 OK OK OK OK OK OK OK OK OK OK D OK OK OK OK OK OK OK OK OK OK B OK OK OK OK OK OK OK OK OK OK � � EndZone �l,,'' OK OK OK OK OK OK OK OK OK OK D 5 \�Ti�n� EXTERIOR RESEARCH DESIGN,LLC. Norandex-FL32500-R2 Certi�cate of Authorization#9503 � 04/21/2015 Robert Nieminen,PE-59166 Appendix 1, Page 1 of 2 r� Florida Building Code Online Page 1 of 2 � � F 1' � : .,��m^'j'.F.�.�.-,• -`�..».mm.���,`,�,�?' ,*-� - -._. . ...r, �.�;-�;:�.-.—+,"Q'z` -�,.�. �'.M�.�:3'p;i. i;i:"�.,3;�?i,�°'fe�sv .,�,,��� ,iG=^ f,C'c'�f;:i 3�u=>�.'<',='",., ""'�/ .��,.-., ����N�'a;%;A'.:'3Ca.�r�� +iiz,yi-•. eC���"i.'.a=: iiS' �s},"•,». �'S".t�.a5i�:•°l�. �<S�:w �:Y.'^- :;��." - '��a�E-,;3ea;="•,:'w�e`a�,',����;}�:�=?�,c�::�p�,;.;'_,csF,�,^?x�;'�.:::-:..^�x�:,S;-:v .;'-�--s,,. "'' ""•'-��,' .,t=.,.:x' {.x '�;�€:,�rt',�t�,��:.�d^r�r'i3�.�iu�,�,;.ty�s�,.A'£`;'�� v M _YS�,_ �''� :i� �`'?.�X�.- � �a «„a t!�»=._ .'}}�ejj �' � �:,�Y; � . � .r�;���� .. ��;���+ i � t . t*,_:.r�t�' � :2-s ''�'-.s�`;.r��,� ..o-r:... � ,7-rY����,,,�v�•- `T�� zs� _ .y_:. � r£..., „�: '�-jF"x„�: :'1.^T ,v �,: s� �z;;�':s�z.' �-�� ' � ';-,->Fr-;.='s�=;i� �'.: �A ,..� ,;,r... < ���.�: , �,;. �:,!'�: >z.. �=v"-9,. ��tv.'k^� a't<`� '±f�e• �•. �.; '%:" ',�.;`.? . >v' , m?i .ee`.�Y.^��'N"..a;a::i'.'�.s..:�:_i:w'_,� �:` . �:' " 1.' ! � F��:����.�r�2�T�; �BCIS Home � Log In�i User RegisVation ; HotTopics : Submit Surcharge ; StaFs&Facts : Publitations ; FBC Staff•: BCIS Site Map ; Links ��'Search•; ' Busines ', - � � ��.=�� g��1� Product Approval � Prof�ssi��l USER:Public User ,%r Regulation �:1iYi:'i7YL'i7Y'd36�1'1'{CY�CiW� Preduct AODroval Menu>Product or Aoolication Searct>Aoolicat(on List>Application Detail ��,sca;« ._.. ,.._ ... , � '���..:.y: `° ' �+`�7��-�:^>:^>< FL# FL4092-R7 :�����^�a>��n, . Application Type Revision Code Version 2014 Application Status Approved Comments Archived C - � Product Manufacturer Custom Window Systems Inc. - Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email ` 1900 SW 44th Ave. Ocala,FL 34474 (352)368-692Z Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jiathrop@cws.cc Category Windows Subcategory Horizontal Slider Compiiance Method Evaluation Report from a Florida Registered Architect or a Licensed ' Florida Professional Engineer I� Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner � the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contrect Expiration Date 07/21/2020 Validated By Steven M. Urich, PE � Validation Checklist-Hardcopy'Received Certificate of Independence FL4092 R7 COI EvalReo CWS-223D(HS-8200 72x72 NI) pdf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-OS 2005 AAMA/WDMA/CSA 101/I.S.2/A440-OB 2008 ASTM E1300-04 2004 PA TAS 202 1994 Equivalence of Product Standards Certified By c https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquz931%2b4g5fa... 7/3/2015 _ ' �� �;, . ..> GENERAL NOTES: HORIZONTAL SLIDER - NON-IMPACT 1.THEPRODUCTSHOWNHEREINISDESIGNEDANDMANUFACTURED ����•� • (SHOWN w/DIFFERENT OPTIONS) TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT �IN�OW SYSTEM1IS EDITION. 1900 SW 44TH AVE. OCALA,FLORIDA 34474 2.GLAZING OPTIONS:(SEE SHEET 2) N1N/W.CWS.CC 126�le' 3.CONFIGURATIONS:"OX","XO",'XOX" MAX.OVERALL FLANGE WIDTH SZOO PVC 125 5/8'MAX.UNIT WID7H 4.DESIGN PRESSURE RATING(SEE SHEET 3): -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND HORZ.SLIDER 5Q �Z3(8_ GLASS TABLES ASTM E-1300-04. . NON�IMPAC� GLASS DLO GLASS DLO -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER p INFILTRATION TEST PRESSURE AND GLASS TABLES 'i- ASTM E-1300-04. �n N r o 63 i/4• B 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED N N � � H 0 ERALL j e IN THE DESIGN OFTHIS PRODUCT.SEE SHEET 6 FOR ANCHOR o o � o � FLANGE C DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD HEIGHT M�, 57 13/i6 8 55 iia" ANCHOR CALCULATIONS. � o o p } UNIT X GLASS^ O X D GLASS w ¢ ¢ ¢ m HEIGHT DLO g DLO 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE Z � 589/16• SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. m o m Z M(V(. LL 6 LL � SASH __ 7 ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT � LL � � HEIGHT � F � � USED AT FIXED MEETING RAIL AND JAMB. N � $ w Z � ¢ w ¢ F- O W -- 35 11/16 F t� p A 8.SERIES/MODEL DESIGNATION HS-8200. a Q a z a � w o �w w [L E MAX. 8 E 9.THE DESIGNATION X AND O STAND FOR THE FOLLOW ING: Q � Q Q U SASH WIDHT X=OPERABLE SASH,O=FIXED SASH � o � � � a a a a W . 7 � 7 7 O 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR MAX OVERALL LOCATION. � U m ¢ Z Fl.nNGE WIo7H 11 EXTERNAL W EEP SLOT=1l4"x 1"LOCATED 6"'FROM BOTH ENDS. `���`���DRE�r�r���i 54'MAX.UNIT WIDTH ����GPg����NSF(�'Py��� 23 3l16" 23 3/16" J,: No 5820T �:��: GLASS DLO GLASS DLO Lucas A.Turner � A �*: yr '*� 2015-04-03 • — -- -- 13:06-04:00 :9'• STAT£ OF '�' 63 1!4' � 'iO'C�•R P'c�'�. MAX. `�B_9!]fi_ I �i F`'•G p R 1 t; ♦�• OVERALL� MAX. ��S' ��� FLANGE SASH 57 13/16" ��+�S f�NA�i�*y��� HEIGHT HEIGHT B v O B GLASS 62" /\ DLO � z� MAX. G�S 4/3/2015 UNIT DLO � HEIGHT � i LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. (�, NORTH PORT,FL 34288 2s ti2^ PH.941-380-1574 MAX.SASH WIDTH SHEET�ESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES 8 ELEVATIONS....1 DRAWN BV� DATE: GLAZING DETAILS..............................2 CONFIG. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING AAJ o�ioiios COMPARATIVE ANALYSIS.................3 SECTIONVIEWS&ALT.FRAME....4-5 XO 54"x 62" SEE COMPARATIVE ANALYSIS NONE DWGA: REV: EXTRUSIONS&B.O.M............ ...........6 CWS-340 D ANCHOR SCHEDULE&NOTES..........7 XOX 1/4 1/2 1/4 125-5/8"x 62" CHART, SHEET 3 NONE S��.E: INSTALLATION DETAILS..... ..............8 SHEET 1:33.33 1 OF8 �f J . .l 1`a'_MAX.O.G(NP.) � 3'(TYP.) f( TIlICCo�/!)�TKY7'� �SASH 15'MAX.O.C.(TYP.) V�SLl�6v lU/UU�S• i 1 3/16'MAK O.C.(NP.) WIN�OW SYSTEt�1S 6'MAX.(TYP.)—�{ @ FIXED 6"MAX(TYP.)�-{ � � SEE NOTE 2 3-(-�-yp� 1900 SW 44TH AVE. 6'MAX(fYP.j I I I s.M�'�P')�I � OCALA,FLORIDA 34474 W W W.CW S.CC 1NSTALLATION 16'MAX.O.C. ANCHOR(TYP.) �'�'�P'� 8200 PVC 9"MAX.O.C. 10'MAX.O.C. �T�P�� X O X �'YP•� O X HORZ.SLIDER - ANCHOR @ MIDSPAN NON-IMPACT (TYP.) � N r O � N N � � F ANCHOR LAYOUT-(FLANGEI `�' fO � `� ¢ ANCHORLAYOUT-(FLANGEI o 0 0 0 Y w W W W Q Q Q m 4'MAX.(TYP.) 8'MAX.O.C.(TYP.) 4'MAX.(TYP.j �I--{I-8'MAX.O.C.(TYP.) m o m Z 4"MAX(TYP.)� � SEE NOTE 2 4'MAX.(TYP.)� I I LL ¢ LL O v LL o (n N Q N W Z W INSTALLATION INSTALLATION W w W � � Q ANCHOR(TYP.) ANCHOR(TYP.) a ¢ a z a 8'MAX.O.C. w o 0 o Q 8'MAX O.C. �/ �/ (lYP) �/ f- r r r U (TMP� /� O /� O /� a a a a W 7 7 > > O 0 U m Q O � � � ANCHOR LAYOUT-fFIN) ��'�,``�`r��E jy4�'`TV����� ANCHOR LAYOUT-(FINI �„VP;•�� SF•_'Q2.� �: No SE201 �:�75� =*: ,�, :�t� �ros e�= NOTES: . :,pQ;. STATE OF :��[r�� i ,n.,A . 1 INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. ���i�S',(4 R t�P C?��`, 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4' USE SHIMS WHERE SPACE GREATEfl THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE �/�,�S�O'�A"��`+,, CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. �� 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAW INGS,SEE TABLE 1,SHEET 8. 4/3/2015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. FL PE#58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. NORTH PORT,FL 34288 ' 5.INSTALLATION ANCHORS SHALL BE IN ACCOR�ANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM pH.941-380-1574 SPECIFIED IN TABLE 7,SHEET 8. SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-1 X BUCKS ARE OPrIONAL. ANCHOR SCHEDULE AND NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETW EEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. oRnwN eY• oare: 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTUFE. AAJ 07/01l08 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. owc a: aEv� 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSIDN OF THE REFERENCE DOCUMENTS: CWS-340 D� FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA300(EXTERIOR DOORS) scA�E: SHEET 1:40 70F8 Florida Building Code Online Page 1 of 1 H�, � � :�Y ^c?�"�'f:�,;ai•k"7'°�:2�'t�-%�'T��'��:, P"as_'�"";��{;,.,� x^_'�..?f ' `�;R.':tt::":S'",��`�rr�._,�s1z.�jt,`:r�'�.';s.,-h��'»:.�i���-t-..;i;�zi;y;,.;:;u�-i�-;x.E�.:2+r,":` =.+rn=�":`- `•"�° w�e - - �v*:'L; =+.rr, %�e.��.,�..�.2 ..+'-�-.�-� 7--:�y.`•s' •:z�'3':3,,J=.-';'`=r„1�...,-,w " _ y� y.:..��x t-;i�'.- ;r,x y a— ,�,�la'd+.,�#� r""r�'yy -.,f` .d,, i� . t'4fr'•�"� "'L.,v; �i1t. }' z �K t;�=,-�'.�'''",'�'f_::=:�: ��. 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'5.���'°"C�i�v.4-.a���r,���� ��� ��. ����•;���w��� "`3��'�T�.�-w�4 n��y'�� �`� `-,�' "i'"'biR�'=S�Ts F:z - �� - 4Ay'Z'r� �te3 3'W k'���%F'=g:;:,i;.� 'Jyii!^"eW.J��r ,.� � •_ �__'- _ '��: .�..�: •.',.:.... _. . . �6�.4y'• �:�d-a' ✓,,�.,.c�r;; �,'�«� '"'t�i';-✓=� a�^��.rf�»•':�hn'i^- ��.- �yr}��q�y�ap� :::�`�::t�:�3�`�s..�.:��m`'.�S,�.L�'wX3:au.r���...:�.-„�;:::��.k., ,..� �'_�.�-� ��:.�/���.'�a�'h��Catis��s''�i�t3�kx"'�� F���,�t�Croarma�<< BCIS Home < Log In i User Registration Hot Topics : Submit Surcharge ; S[a[s&Facts ; Publicatlons : FBC Staff ; BCIS Site Map ; Links ; Search ; Busines (� -- Professi�l'IUI ��,.��'t_� Product Approval �USER:Public User Regulation ProOuct Aooroval Menu�Product or Aoolication Search>Application List -w.N�..�k�;..;.. � ..,;;�;�,a.a, t i• -"-�t,',�.x.�"�.;;�;�7� Search Criteria Refine Search Code Version 2014 FL# 4904 Application Type ALL Product Manufacturer ALL: Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurence Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-A lications FL# Tvoe Manufacturer Validated Bv Status FL4904- Affirmation Masonite International National Accreditation&Management Approved R7 Category: Exterior poors Institute, Histor Subcategory:Swinging Exterior poor (804)684-5124 Assemblies 'Approved by DBPR.Approvais by DBPR shall be reviewed and ratified by[he POC and/or[he Commission if necessary ,�on[act Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.�oovriaht 2007-2013 S[ate of Florfda.::Privacv S[atement::AccessibiiiN Sta[emen[:•Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a pubiic-records request,do not send electronlc maii to this entity.Instead,contac[the office by phone or by tradi[ional maii.If you have any ques[ions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Flortda Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide[he DepaRmen[wi[h an emall address(f they have one.The emalls provided may be used forofficial communication wlth the Iicensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address whlch can be made available to the public.To determine if you are a Iicensee under Chapter 455,F.S.,please click here. Product Approval Aceepts: � � eChi¢k � �CCUPI�'11N'7'til4� https://www.floridabuilding.org/pr/pr_app_lst.aspx 7/3/2015 �� f;.. ,, � a �n o � � 6" SEE DEfnIL 6" U - p 3" —3" � .�_ 3�._I _ — 3Y..E, 3� 3„ I—3I I I O �CO I II I II { I ¢ cn _ O I L� I I—6� 6 � —6" 6Y—� � � I —I—6�� 6„ I— _ I W 2� _� n 3'— �o � o �I Z Q Q z '? — _ I c'n. "^�_ W - n`� ^ n_ F— �Z o W < n z �U � a a SEE DETAfL � �1— , _ — r �..o.. _ _ � ^� i Q � � 3 � - SCEE DEfAIL _ � _ a a _ _ SEE DEfAIL B W .�. B � � �n A `�' q B � � 'ri G /Z__ n • v� — 6�� _ _ •r p G _ v_ H o v� � 3„ io� y t�� 61 t0 tD �"�W m U� 6'� [' JI I � w z� I o�W N 0'ZS � � � � I� I � � � � � �� � _ . � 3 _I _ 3• � � � � �I��� o � _ . , 3• 3 3,. 3„ 3 6•� — 6" � a , g^ 6� a a SEE DEiAiL N Vl In U7 �F� �'S�i�}m V7 Vl N(n Z N O Z � W U J l..Ww� �aQw ASTRAGAL RETAINER BOLT HOLE g a�� z #8 x 2-1/2" #�� x 2 #8 x 2-1/2" MUST BE DRILLED THROUGH _,=o„� o THE THRESHOLD & INTO THE ia u�i o Z �,-, #10 x 5/8"' � STRUCTURE D�EP ENOUGH o�<_ � , #8 x 2-1/2"" #1p x ]" FOR A 1.375" THROW �/10 x 5/8" ���o�,, � #10 x 3/4" DETAIL "F" ASTRAGAL O1 N�c.i o /f 10 x 2'� DETAIL ��E" ASTRAGAL rn�N� FRAME DOOR �c (I/e'TEUP c�ass� I ATTACH ASTRAGAL RETAINER BOLT oow ess W/OPTIONAL DECORATIVE INSERT ^ AIUM, STEEI OR BUM SPACER DETAI� "D" DEfAIL "C" STRIKE PLATE TO FRAME i/z'erre w o c�m Z AS SHOWN. TYPICAL —�-Ys x i-i�z•atis AddeMunIONAMI DATE: ]��7�OS ••••r-v. � � 0.9fi2" ":A;t�: ' � . ��� N.LS. Cg',ific2lion No. ' n a- �F :�._„ 1.375" � RevieNedB�f• � J /� "�A;t'i DWC.BY: SWS Date Rev�:r�,.�,< DOW 995 .•;Ar-;• TI �! y.+�;; CMK.BY: INSWING THRESHOLD OUTSWING THRESHOLD E'sIEs�4B � � INTFRIOR DRAWINC NO.; Tl'PICAL GLAZING DETAIL owc-un-�o,za-os , SMEEf '1 OF 3 I HEREBY CERTIFY THAT I HAVE REVIEWED PRODUCT APPROVAL CODE CHART THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10&FBC 5TH JOIST I SPAN (W) I GIRDER I SPAN (S) srRUCTURAL COMPONENI5 EDITION(2014)RESIDENTIAL&EXISTING I I I I SIMPSON ABA OR ABU POST BASES - FL10849.6 N 8'-0" Max. I PT 2x6 9' MAX (2) PT 2X6 I 8' MAX I SIMPSON AC. LPC OR LCE POST CAPS - FL10860 SIMPSON H5 CUP - FL10456 2X6 GIRDERS PT 2x8 12' MAX (2) PT 2X8 10 MAX SIMPSON LUAUS JOIST HANGERS - FL10655 a SEE SPAN CHART PT 2x10 14' MAX (2) PT 2X10 12' MAX SIMPSON LUC JOIST HANGERS - FL11169 SIMPSON HETA16 CONCRETE ANCHOR - FL11473 FREESTANDING DECK - DO NOT ATTACH JOISTS TO EXISTING HOME ALL CONNECTORS AND FASTENERS IN CONTACT U W/TREATED WOOD SHALL BE ZINC COATED FASTEN FLOOR JOISTS TO DBL. o GALVANIZED STEEL OR SIMPSON 'ZMAX' 2X6 GIRDERS W/SIMPSON H5 16" _ ® U)Z DBL 2X6 Icc ER Y/ PERIMETER JOISTS M V Oo NW I If) j N PROFESSIONAL ENGINEER SEAL IRS I O _ FASTEN FLOOR JOISTS TO DBL. ENGINEER OF RECORD: 2X6 PERIMETER JOISTS " T & G PLYWOOD SUBFLOOR (FOR jr FASTEN FLOOR JOISTS W/SIMPSON LUS HANGERS OR David W. Smith P.E. RM.O NS) GLUE AND SCREW ao EQUIV P.T. DBL. 2X GIRDER TO GIRDERS W/SIMPSON FLORIDA LICENSE NUMBER:53608 TO JOISTS W/#10X2" 6" O.C. ® H5 EDGES, 12" O.C. IN FIELD J, 29'-0" P.T. DBL. 2X GIRDER Thomas L. Hanson P.E. TYPICAL FLOOR JOIST/GIRDER LAYOUT FLORIDA LICENSE NUMBER:38654 2X JOISTS II 2X JOISTS 1/2"0 WEDGE ANCHOR W/ OPT.�I PERIMETER JOISTS OPT�I PERIMETER JOISTS Mark Ronald Dunn,Jr. P.E. 3" EMBEDMENT INTO SLAB ALUM. TERMITE SHIELD FLORIDA LICENSE NUMBER:73968 N @ EACH PIER EXISTING SLAB I I I— a a"Xts" P CONCRETE PAD, ENSE NUMBER:70667. E. ABS PAD FLLORIDALI I AUGER ANCHORS 0 8'-0" O.C. MAX. AUGER ANCHORS @ 8'-0" O.C. MAX. _ _ SECURE WITH ASTM #123-89A SECURE WITH ASTM #123-89A STRAP OR EQUIV. OVER GIRDER STRAP OR EQUIV. OVER GIRDER FBC Plans &Engineering PT (3) 2x12 S AIR STRINGERS 32" IMBEDMENT 32" IMBEDMENT Services, Inc. 6272 Abbott Station Drive Unit 101 PLAN VIEW Zephyrhills,8.33542 BLOCK PIER AND ANCHORS Fax:1-(866)-824-7894 Website:www.fbcplans.com C.O.A.-#29054 PICKETS SHALL NOT ALLOW A 4"0 SPHERE TO PASS. DRAWN BY: W.P. TRIANGULAR OPNG. SHALL DATE: 1/15/16 NOT ALLOW A 6"0 SPHERE I I TO PASS. I I 2X2 ALUM. HANDRAIL REVISION: DATE: n n I I POST -PER FBC 311.7.8 - 4 OR MORE RISERS REQUIRES A HANDRAIL. I I RD 1 I I -o" MAX. RD 2 PT 2X TREADS. FASTEN TO STRINGERS W/(4) 16d NAILS EA. CONNECTION" PICKETS SHALL NOT ALLOW A RD 3 RISER HEIGHT = 7 3 4 MAX. 4"0 SPHERE TO PASS. PT DBL 2X PERIMETER JOISTS ATTACHED / RD 4 TO PT 4X4 POSTS HEIGHT DIFFERENCE BETWEEN RISERS SHALL NOT z TOP/BOTTOM RAILS TO POSTS W/ W/(2) 1/2"+e STEEL BOLTS EXCEED " 1 1/2"x1 1/2" x3/16" ANGLE PROJECT ADDRESS: TREAD DEPTH = 10" MIN. (NOT INCLUDING NOSING) , w/ (2) EA FLANGE #10x3/4" TEKS A NOSING.NOT LESS THAN J" & NOT MORE THAN 1j" SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS. RONALD RESCHKE EXCEPTION: A NOSING IS NOT REQUIRED WHERE THE TREAD MAJESTIC OAKS • 3928 QUAKER RIDGE 16"X16" ABS PADS UNDER STRINGERS PRE-MANUF. WELL IS A MINIMUM OF 11" ZEPHYRHILLS, FL P 2"X PERIMETER JOIST 16"X16" ABS PADS UNDER STRINGERS PRE-MANUF. WELD OR 4" 2500 PSI CONCRETE PAD BASE, ATTACH PER MANUF. CONTRACTOR: PT (3) 2x12 STAIR STRINGERS SPECS. OR (4) j"øX2 " LAG SCREWS FOR WOOD SUN STATE ALUMINUM, INC. FASTEN TO DBL 2X PERIMETER JOIST DECKS W/SIMPSON #LU21O OR EQUIV. PER MFGRS SPECIFICATIONS WOOD STEPS & ALUMINUM HANDRAIL ALUMINUM POST & RAILING TO DECK CONNECTION ROOM ADDITION WOOD DECK FRAMING I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10&FBC 5TH HEADERS SPAN 0 BEARING WALL SIZE 'w' STUDS EDITION(2014)RESI NTIAL&EXISTING 12" WIDE TPO REINFORCED MEMBRANE SUPPORTING (2) 2"x4" 4'-4" 1 FLASHING STRIP COMP. PANEL ROOF 2 2"x6" 6'-4" 1 BREAK FORM HEADER OR (2) 2"x8" 8'-O" 1 RECEIVING CHANNEL (2) 2"x10" 9'-6" 2 RUBBER MEMBRANE ROOFING OVER ALL CONNECTORS AND FASTENERS IN (2) 2"x12" 11'-6 ER, 2 3" POLYISO. FOAM INSULATION = R17.4 NAIL HEADERS PLWD. SPACER, GLUED & _____ CONTACT W/TREATED WOOD SHALL NAILED W/16d NAILS ® 24" O.C. (2 ROWS -== BE ZINC COATED GALVANIZED STEEL STAGGERED) 3" COMPOSITE PANEL ROOF OR SIMPSON 'ZMAX' = R-4 PER INCH PRODUCT APPROVAL CODE CHART jj DBL. 2"X4" WOOD TOP PLATE STRUCTURAL COMPONENTS CLADDING ROOFING SIMPSON SP1/SP2 FL10456 VINYL SIDING FL12231R2 COMPOSITE PANELS FI2291RS SIMPSON H1OA FL11478 PROFESSIONAL ENGINEER SEAL SIMPSON DSP FL10456 #12X41/2" SMS W/1-1/4" SIMPSON SPH FL10456 ENGINEER OF RECORD EXISTING HOST NEOPRENE WASHER SIMPSON ABU ABW FL10849 8" O.C. PER PANEL SIMPSON LST STA FL10852 David W. Smith P.E. SIMPSON C516 P1.108520852 (2) #1 OX2" LAG SCREWS PER 12" WIDTH CONNECTING FLORIDA LICENSE NUMBER:53608 HEADER OR CHANNEL TO HOST BEAM WALL PANELS (PLYWOOD) NAILING NOTE: FASTEN 2X4 TO EXIST. HOST WALL NAIL 8d NAILS 6" O.C. 0 EDGES & 12" O.C. Thomas L. Hanson P.E. W/"X3" LAG SCREWS ® 12" O.C. IN FIELD. ROWS OF NAILS SHALL BE 3" MIN. FROM PANEL EDGES. PLYWOOD SHEATHING FLORIDA LICENSE NUMBER:38654 SHALL OVERLAP BOTH TOP & BOTTOM PLATES. ALL FASTENERS NAILED PER MFG.'S SPECIFICATIONS. Mark Ronald Dunn,Jr. P.E. NOTE: VINYL SIDING MUST BE INSTALLED OVER FLORIDA LICENSE NUMBER:73968 A MINIMUM WOOD STRUCTURAL PANEL ROOF PANEL TO HOST BEAM. CONNECTION DETAILS (PLYWOOD(PPLYWOOD OR OSB) WITH AN APPROVED WEATHER RESISTIVE BARRIER PLACED UNDER THE SIDING. FASTEN 3" COMP. PANELS TO TOP PLATE W/#12X4" SMS W/NEOPRENE WASHERS 0 8" O.C. PER PANEL MEAN CEILING HEIGHT SHALL BE 7'-0" COMPOSITE PANEL ROOF, 2X4 BLOCKING FOR PANEL SPLICE Services, Inc. CLOSE INSUL. PANEL W/ALUM. END CAP WHERE WALL HT. EXCEEDS PANEL LENGTH 6272 Abbott Station Drive Unit 101 Zephyrhills,8.33542 DBL 2"X4" TOP PLATE (ONLY NON—TREATED Phone:(813)788-5314 2X4 CRIPPLES 0 16" O.C. WOOD IN CONTACT W/ALUM. ROOF OR PROVIDE Fax:1-(866)-824-7894 IMPERVIOUS MOISTURE BARRIER) Website:www.fbcplans.com DBL 2X HDR. W/1/2" CDX C.O.A.-#29054 PER TABLE DBL. 2X HEADER W/3" PLYWD. SPACER OVER WINDOWS/DOORS. SEE HEADER TABLE SIMPSON LSTA STRAPS OR EQUIV. DATE: 1/15/16 INSTALL WINDOWS PER MANUF. HEADER/JACK CONNECTIONS DRAWN BY: W.P. INSTALLATION INSTRUCTIONS SIMPSON LSTA OR EQUIV. AT REVISION: DATE: THIS LOCATION " CDX OR 1B" OSB & VAPOR BARRIER. RO 1 SHEATHING SHALL OVERLAP BOTTOM AND TOP PLATES, SEE NAILING NOTE RO 2 2X4 JACK, SEE TABLE VINYL SIDING RO 3\ FTJI- - -----ATTACH JACK TO CONT. STUD W/16d NAILS ® 24" O.C. 2"X4" WOOD STUDS ® 16" O.C. SIMPSON STUD PLATE TIES OR RO 4 W/R-13 MIN INSULATION EQUIV. ARE REQUIRED AT ALL PRS. TRTD. 2X4 WOOD PLATE, FASTEN TO STUDS PROJECT ADDRESS: INSTALL WINDOWS/DOORS IN JOISTS W/2 STAGGRD. ROWS OF 16d OPENING PER MANUF. NAILS ® 12" O.C. RONALD RESCHKE INSTALLATION INSTRUCTIONS SIMPSON DSP 3/4 PT PLYWOOD MAJESTIC 28 OAKS OR EQUIV. 3928 QUAKER RIDGE ZEPHYRHILLS, FL CONTRACTOR: WD. FLOOR FRAMING & PIERS, SEE ENGINEERING R-19 MIN INSULATION FLOOR JOIST UNDER FLOOR SUN STATE ALUMINUM, INC. DOOR/WINDOW FRAMING WALL SECTION/DETAILS WOOD ROOM ADDITION EXISTING HOST STRUCTURE I HEREBY CERTIFY THAT I HAVE REVIEWED ALUM.FLASHING INSTALLED UNDER EDGE .- DRIP EDGE OR FIRST ROW OF SHINGLES BEAM IS THIS PLAN AND FOUND IT TO BE IN THE SIZE AS UPRIGHT COMPLIANCE WITH ASCE 7-10&FBC 5TH BREAK FORM HEADER OR 3"X 48"COMPOSITE EDITION(2014)RESIDENTIAL&EXISTING RECEIVING CHANNEL #10 X 4"SMS ROOF PANEL #10SMS@ 11/4"NEOPRENE FOR COMPOSITE PANEL WASHER @8"0.C.8"O.C.PER PANEL OPTION#1 OLID ROOF _ _ _ - - - -- -- -_-_-_-_- - - (4)#10 x1W"SMS INTO SCREW BOSSES .. .. .. .. 1-1/4" JI SMS@8'0.G u 2X_SMB/PATIO BEAM / FOR COMPOSITE PANEL FASTEN I-1/2"WIDEX O ® SEE SHEET FOR (MIN) 6"LONG X.125 THICKNESS SIZE) 2"X2"OR 2"X3" t0.062"ALUMINUM INTERNAL STRAP CONNECTING EDGE MEMBER OR EXTERNAL RECEIVING BEAM TO UPRIGHT/COLUMN FASTEN 1-1/2"WIDE X CHANNEL W/(4)#10 X 3/4" (2)#10 X 2'SCREWS PER 12-WIDTH CONNECTING W/(4)#10 X 3/4"TEKS 6"LONG X.125 THICKNESS I INTO INTO BEAM OR J CHEADER OR CHANNELTO FASCIA TOP AN C IBOTFOM ON POINT EACH STRAP CONNECTING EDGE I I UPRIGHT.(2)#12X 3/4"EA. BEAM TO UPRIGHT/COLUMN LEG INTO GIRT OR PURLIN- W/(4)#10 X 3/4"TEKS I I (0.062"ANGLE CLIPS w/(2) TOP AND BOTTOM AT EACH CONNECTION POINT #12x3/4"SMS EA LEG) FASTEN 1X2 TO EXIST.WALL FRAMING _ PROFESSIONAL ENGINEER OTTOM&4"OCREW56'FROM TOP& (EE SHEET FORICHT UPRIGHT OR BEAM-SNAP SIZE) OR SELFMATING OR ENGINEER OF RECORD: HOLLOW CHAIR RAIL CONNECTION David W. Smith P.E. ROOF PANEL TO FASCIA/HOST BEAM CONNECTION DETAILS ROOF PAN TO EDGE BEAM CONNECTION DETAIL S-3 SCALE:NTS FLORIDA LICENSE NUMBER:53608 (3)#12X3/4"SMS FASTENING Thomas L. Hanson P.E. SECONDARY ANGLE TO COLUMN(TYP EACH FLORIDA LICENSE NUMBER:38654 SIDE) COLUMN SECONDARY ANGLE(MIN / 0.125"THICK) 1/40 x 2"-1/2 EXISTING MASONRY (B)-3/8"0 X 2"MIN EMBEDMENT LAG SCREW (NOT REQUIRED WHEN I WOOD SCREW OR LAG 6"FROM WALL GROUTED Mark Ronald Dunn, Jr. P.E. INTO SECONDARYANGLE(TYP EACH B=O IN THE r TOP&BOTTOM&@ 24"O.C. SOLID SIDE)(SEE TABLE BELOW FOR QUANTITY) TABLE BELOW) II CONNECTION FLORIDA LICENSE NUMBER:73968 O PRIMARY 2"X 2"X 0.125"ANGLE 1"X2"OPEN BACK DECKING O (3)#12 X 3/4"SMS 1/4"0 X 2-3/4"EMBEDMENT FASTENING COLUMNTO PRIMARYANGLE(TYP MASONRY SCREW3"FROMJoe Fa ar eau P.EACH SIDE) 2"x_END BEAMD&@ 24"O.C. FLORIDA LICENSE NUMBER:70667 2"SPACING 1"X 2"BASE MEMBER (SEE SHEET 3-2 FOR SIZE) (MIN)(TYP) (TYP EACH SIDE) 2"x2"x 1/e"x BEAM DEPTH" FBC Plans &Engineering TABLE 3/8"0 X 2"MIN.EMBEDMENT RECEIVING CHANNEL LAG SCREW INTO 1 W/(1)1/4"x 3"CONCRETE1"X2"OPEN BACK Services, Inc. PRIMARYANGLE AND @24" I' 1"X2"OPEN BACK ANCHOR INTO WALL& Column O.C.BETWEEN COLUMNS(TYP Size B FLOOR JOIST EACH SIDE) / ————— (4)#12 x 3/4"SMS EACH 6272 Abbott 2eh hlsfl 33542 Station Drive Unit 101 PERIMETER STRINGERS — — —— SIDE INTO BEAM Zephyrhills, 3x3 0 (2)#10 x 1-1/2"SMS MIN NOTE:WHEN ATTACHING TO WOOD STRUCTURES,WOOD LAG SCREW Phone:(813)788-5314 2x3 NOTES: THRU SCREW BOSS OF ANCHOR DESIGNS SHALL BE OF IDENTICAL SIZE AND EMBEDMENT AS THAT Fax:1-(866)-824-7894 2x4 1 1.NUMBER OF LAG SCREWS IS EACH SIDE AND DOES NOT INCLUDE THE 1"X2"OPEN BACK OF MASONRY ANCHOR SCREWS. LAG SCREW INTO THE 1X2. Website:www.fbcplans.com 2X$ 1 3.LAG SCREW DESIGNS ARE BASED ON AN ALLOWABLE WITHDRAWAL OPEN BACK TO HOST STRUCTURE DETAIL END BEAM TO HOST STRUCTURE DETAIL 2x6 2 LOAD OF 450 LB.AND AN ALLOWABLE LATERAL LOAD OF 240 LB.FOR SCALE:NTS SCALE:NTS 2x7 2 WOOD WITH SPECIFIC GRAVITY,0=0.55. DRAWN BY: W.P. 2X8,2X9,2X10 3 4.ALL LAG SCREWS SHALL BE FULLY INSTALLED INTO PERIMETER STRINGERS OR FLOOR JOISTS FOR THE ENTIRE LENGTH OF THE SCREW. DATE: 01/1516 2"x 3"OR LARGER POST OR SMB TO WOOD DECK DETAILS REVISION: DATE: ANGLE CLIPS OR RO 1 ALUM.POST,SEE POST TO WOOD DECK CONN.DETAIL RECEIVING CHANNEL W/ (4)#12X3/4"SMS EA.LEG OR RO 2 I I I I 1 1 I I I I I I I I I I 1"X2"RECEIVING CHANNEL (4)#10 X 1)4"SMS INTO 2X4 EDGE BEAM I I ATTACHED TO 2"X2"CHAIR SCREW BOSSES OPTIONAL RO 3 I I 11 I I 1 I I I I I 1 1 II I I II 11 II II II ii RAIL W/#10X3/4"SM53" IL II II_II_II II_II FROM END&@ 12"O.G ---------- ----------- }"STRUCT.GRADE THERMO-PLY 2X4 ALUM.ABOVE SHEATHING FASTENED TO ALUM. CHAIR RAIL CONNECTIONS PRO ECT ADDRESS: WINDOWS&DOOR FRAMING W/#1OX}"SMS @ 8"O.G SCALE:NTs J COVER W/VAPOR BARRIER&VINYL RONALD RESCHKE 2X4 ALUM.POSTS SIDING I I I 2X 2X125-POSTS @ 16"O.C. 2X3 ALUM.POSTS @ 16"O.C. I i MAJESTIC OAKS DOOR 2XZX125"ANGLE W/ RECEIVING CHANNEL 1 I 1 (2)#10X3/4"SMS 3928 QUAKER RIDGE a ATTACHED TO POST OR 1 ZEPHYRHILLS, FL GIRT W/#12X 3/4"@8"O.G 1 1 I I OPTIONAL: FASTEN TO REC.CHANL W/(2) 1X3 OPEN BACK BASE RAIL 2X4 ALUM.BELOW 1 I I WINDOWS #10)J"TEKS@EA POST 1 - . CONTRACTOR: II II II II II II II 11 II II' 11 1 1 I I 1 1 I i 11 SUN STATE ALUMINUM, INC. i t I I I I I I 11 I Y�2X4 ALUM.POSTS @ 16"O.C. i t I I I I 11 I I - I I }"X3"LAG SCREW,6" " X3"LAGSCREW II II II II 11 II FROM BASE @ 24"O.C. PT 2X PERIMETER JOIST REC.CHANNEL POSTS TO SUNROOM DOORS&WINDOWS ATTACHED PER MFG.SPECIFICATIONS WOOD DECK CONNECTION ALUM.DETAILS SCALE:NTS I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7.10&FBC 5 H EDITION(2014) SIDENTIAL&EXI NG EXISTING PARK o MODEL co WD. DECK, SEE N ENGINEERING wJ 10'-0" / 13'-6" l REAR ELEVATION SCALE: 1/e' - v—o' PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD:" EX. SHED David W. Smith P.E. 3"X48"X.030" COMPOSITE PANEL ROOF, 10'_0" FLORIDA LICENSE NUMBER:53608 W/RUBBER MEMBRANE OVER 3" POLYISO. FOAM INSULATION ON ROOM ADDITION 113-4" ® 36X80 EXIST. Thomas L. Hanson P.E. `1 x BEDRM. a FLORIDA LICENSE NUMBER:38654 L P 2X4 EDG. BEAM oD 0 12YXP ALUM. PO TS, 5" 5� J Mark Ronald Dunn,Jr. P.E. O BEDROOM FLORIDA LICENSE NUMBER:73968 FI� CL 3'_6" 00 t 0 Joel Falardeau P.E. o X FAN 2 WD. DECK, SEE M FLORIDA LICENSE NUMBER:70667 ENGINEERING I BATA : c� 17'-2" 11'-10" WOOD STEPS & N w D LAUNIE1rr FBC Plans&En Ineerin Al . HANDRAIL SINK CL 36X80 g g 29'_0" I Services,Inc. 6272 Abbott Station Drive Unit 101 ls, 42 2"X4" STUDS © 16 16" O.C. 2X4 ALUM. FRAMING iv Phone:h813).3353 SIDE ELEVATION & VINYL SIDING Phone:(813)788-5314 SIDING WITH VINYL SCALE: 1/8" 1'-O" o 0 Fax:1-(866)-824-7894 I CAT. III-.. Website:www.fbcplans.com C.O.A.-#29054 SUN ROOM EXISTING PARK DRAWN BY: W.P. MODEL (2O15 3"X48"X.O32" COMP. PANELS FL 2291-R8 OR JACOBSEN) DATE: 1/15/16 EQUIV. 36X6O ® 36X80 REVISION: DATE: 10'-0" RO1 2X4 ALUM. POSTS, TYP. Ln R02 flflrlw R0 3 io o I 'n ® oD EXISTING PARK RO 4 MODEL FLOOR PLAN PROJECT ADDRESS: SCALE: 1/8'- 2X4 ALUM. POSTS, •I _ TYP. WD. DECK, SEE F I RONALD RESCHKE ENGINEERING iv MAJESTIC OAKS 3928 QUAKER RIDGE ZEPHYRHILLS, FL 13'-6" COMPOSITE PANELS = R-12 © SMOKE DETECTOR 3" POLYISO. FOAM INSULATION AND RUBBER & 110 V. OUTLET CONTRACTOR: FRONT ELEVATION MEMBRANE = R-17.4 SCALE: 1/8. TOTAL = R-30 SUPPLY DIFFUSER ® SUN STATE ALUMINUM, INC. ALL WINDOWS: INSULATED VINYL FRAME, LOW E GLASS RETURN AIR PLAN/ELEVS General Notes HOT DIPPED GALVANIZED. I HEREBY CERTIFY THAT I HAVE REVIEWED 5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X 4. DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY THIS PLAN AND FOUND IT TO BE IN A.CONCRETE&FOUNDATION DESIGN: BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). CONTRACTOR. COMPLIANCE WITH ASCE 7-10&FBC 5TH I. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE 5. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL EDITION(2014)RESIDENTIAL& XISTING 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. 3000 PSI FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING INSERTED IN PILOT HOLES BY TURNING AND UNDER NO EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED t CIRCUMSTANCES BY DRIVING WITH A HAMMER. OTHERWISE. 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 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL MANUFACTURER FASTENERS SHALL BE A MINIMUM OF SAE BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. GRADE#5 OR BETTER ZINC PLATED. ROOM ADDITION,SUN ROOM&WOOD DECK 7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR 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 DESIGN DATA: I OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). FOR USE WITH ACQ PRESSURE TREATED WOOD,OR 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): 140 MPH AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN OTHERWISE NOTED ON PLANS. NOMINAL DESIGN WIND SPEED Vasd: 3/4". 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. 2. RISK CATEGORY: 11 110 MPH AIR ENTRAINING+/-1%-ASTM C 260. 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS 3. WIND EXPOSURE: B PROFESSIONAL ENGINEER SEAL WATER REDUCING AGENT-ASTM C 494. G-185. 4. WIND LOADS: CLEAN POTABLE WATER. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL ENGINEER OF RECORD: OTHER ADMIXTURES SHALL NOT BE PERMITTED. BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" SOLID ROOF(MWFRS): 23 PSF 9. METAL WELDED WIRE COMPONENT&CLADDING PRESSURES: 10. ONCRRE SHALL ACCORDING TO AMERICAN ASTM UNLESS NOTED OTHER WISE. David W. Smith P.E.PREPARE&PLACE 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 FLORIDA LICENSE NUMBER:53608 2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM E 119 WALLS: ZONE 4 21.8/-23.6 PSF, ZONES: 21.8/-29.1 PSF RECOMMENDATIONS. ASTM E 1300 11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASCE 7-10 CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, 5. WOOD DECK FRAMING WITH CONCRETE BLOCK PIERS,SEE ENGINEERING Thomas L. Hanson P.E. VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B SPALLING OR OTHER DETERIORATION. ASTM C94 FLORIDA LICENSE NUMBER:38654 ASTM C150 6. SCREEN ROOF TYPE:: N/A B.MASONRY: ASTM C33 7. SOLID ROOF TYPE: 3"X48"COMP.PANEL ROOF,FL 2291-R8 OR EQ. 1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASTM C260 HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON ASTM Mark Ronald Dunn,Jr. P.E. TYPE M OR S MORTAR. ASTM A615 A185 FLORIDA LICENSE NUMBER:73968 ASTM A185 2.ALL MORTAR SHALL BE OF TYPE M OR S. FLORIDA BUILDING CODE 2014 (CHAPTERS 16,20 AND 23) 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE 5TH MAXIMUM COARSE AGGREGATE SIZE OF 3/8". EDITION 4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING 20011 0 ALUMINUM DESIGN MANUAL Joel Falardeau P.E. REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN F.ABBREVIATIONS: FLORIDA LICENSE NUMBER:70667 HEIGHT. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT C.ALUMINUM: . TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. FBC Plans &Engineering 1.TYP--TYPICAL g g I. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE 2. SIM--SIMILAR ALUMINUM STRUCTURAL MEMBERS Services,Inc. MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. 3. UON--UNLESS OTHERWISE NOTED 6272 Abbott Station Drive Unit 101 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 4. CONT--CONTINUOUS HOLLOW SECTIONS Zephyrhills,A 33542 5.VIF--VERIFY IN FIELD 0.024"SHALL APPLY. 2 x 2:---------------------------------------2"x 2"x 0.044" Phone:(813)788-5314 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- G.RESPONSIBILITY: 3 x 2:---------------------------------------3"x 2"x 0.050" Fax:1-(866)-824-7894 SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED 2 x 3:---------------------------------------2"x 3"x 0.050" STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 2 x 3:---------------------------------------2"x 3"x 0.070" Website:www.fbcplans.com ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE CODES,LOCAL ORDINANCES,ETC. 2 x 4:---------------------------------------2"x 4"x 0.050" FACTOR DESIGN"OF THE ALUMINUM DESIGN MANUAL 2010 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" DRAWN BY: W.P. INC.WASHINGTON D.C.THE 2014 FLORIDA BUILDING CODE 5TH DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20 CONDITIONS. OPEN BACK SECTIONS DATE: 1/15/16 ALUMINUM). 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 1 x 2:------------------------------=---------1"x 2"x 0.040" PRESSURE TREATED LUMBER PROVIDE DIELECTRIC 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE 1 x 3:----------------------------------------1"x 3"x 0.045" REVISION: DATE: CONTRACTOR SEPARATION. 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED II RO 1 ON INFORMATION PROVIDED BY THE CONTRACTOR AND I SNAP SECTIONS THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF MANUFACTURER. 2 x 2 Snap:----------------------------------2"x 2"x 0.045" RO 2 USING#12 SPACING MAY BE 24"ON CENTER. 5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY LICENSED P.E.IN ACCORDANCE WITH STANDARD 2 x 3 Snap:---------------------------------2"x 3"x 0.050" RO 3 SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING ENGINEERING PRACTICES. 2 x 4 Snap:---------------------------------2"x 4"x 0.045" "REMOVABLE PANEL SHALL BE REMOVED WHEN WIND RO 4 SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS SELF MATING VISIBLE WHEN PANEL IS INSTALLED. H.MISCELLANEOUS: (SMB) PROJECT ADDRESS: D.FASTENERS: 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 SMB:---------------------- 2"x 4"x 0.044"x 0.100" I. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118" RONALD RESCHKE WITHOUT A MANUFACTURER'S HOST BEAM. UNITS BUILT PRIOR 300 18-8,WITH STANDARD FLAT WASHER UNLESS 2 x 6 SMB: 2"x 6"x 0.050"x 0.120" MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE TO 1994 REQUIRE A SEPARATE ENGINEERED 4TH WALL MAJESTIC OAKS SUPPORT,SO THAT NO ADDITIONAL LOADING IS PLACED 2 x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120" 3928 QUAKER RIDGE WITH ACQ PRESSURE TREATED WOOD. ON THE MANUFACTURED HOME. 2 x8 SMB:---------------------- 2"x 8"x 0.072"x 0.224" ZEPHYRHILLS, FL 2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD FLAT WASHERS AND NUTS. 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" CONTRACTOR: TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE 4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE R 4501.17 IN ITS ENTIRETY. 3. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 SUN STATE ALUMINUM, INC. SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL NOTES