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HomeMy WebLinkAbout15-16052' � - - - CITY OF ZEPHYRHILLS -� 5335=£s`TH STREET (813)780-0020 160 2 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 16052 Address: 3340 MALACHITE DR Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. � Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: RV PARK Lot(s):34 Block: Section: Square Feet: Subdivision: EMERALD POINTE RV RESORT Est. Value: Parcel Number: 24-26-21-0020-00000-0340 Improv. Cost: 20,000.00 OWNER INFORMATION Date Issued: 3/03/2015 Name: TROTTIER THOMAS &-PHYLLIS Total Fees: 322.50 Address: 3340 MALACHITE DR Amount Paid: 322.50 ZEPHYRHILLS, FL. 33540 Date Paid: 3/03/2015 Phone: (207)252-3518 il Work Desc: ROOM ADDITION 12 ' X 35 ' CONTRACTOR S APPLICATION FEES � M NER BUI DING FEE 202.50 ELECTRICAL FEE 60.00 MECHANICAL FEE 60.00 � 5 �- � - 15 �= ,_ � Ins ections Re uired FOOT R 2 D RO GH PLUM MISC I SU T N CEIL G FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE—METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY � PRE—SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c)when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d)work not ready for inspection when called e) permit not posted on job site� 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 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 performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFO C.O. 1 �%l-l.r� CONT CTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER . - s�saso-oozo _ . City of Zephyrhills Permit Application Fax-813-780-0021 • . , B'uilding Department Date Received �. ` ' . � , ,� - ' • I - �3 . . ' � .`:t', . • � � �- Phone Contact for Permitting �rrrri-rr . � J"_ - nTl � ; Owner's Name t #(�;la C�y���� �f�����4���' Owner Phone.,�Jumtier ��-a sa -'�-:��•:=d,y. I ''SY (� Owner's Address (� �C(.I (�P_ 'ZYL� "L- Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS CL I CtG�I r. LOT# L=!—� SUBDIVISION � `P (��bL PARCEL ID# � - �(,��t�- � Q�oZO"� OC�D�— �J� U (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED B NEW CONSTR e ADD/ALT 0 SIGN Q � DEMOLISH INSTALL REPAIR PROPOSED USE 0 SFR Q COMM � OTHER TYPE OF CONSTRUCTION � BLOCK Q FRAME � STEEL � DESCRIPTION OF WORK � lJ�� I T I r � / � BUILDING SIZE Ol,� � � SQ FOOTAGE '70�-D HEIGHT Tr'TTrrTTT1�1"ITTI"ITT�TTr�R'TTrITTTT�ITf rITTT�1TrTTrr OBUILDING $���bA,� �S VALUATION OF TOTAL CONSTRUCTION U � �ELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. ;Z �PLUMBING $ ���� r �,1,('�t/ �MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION ,� �GAS � ROOFING Q SPECIALTY � OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA �YES NO -a--f-1--�f--1--f-t--1-1-1--1-F-�'�1--1-1-FF-�1- F-�--1-1--�1--1--1-F-f--1-1--1-1--1--F-1-1--�I--{-1--f--f-1-1--F�1--HH4-f-1-1--1-1-1-�1-1--1-1--HI-1- BUILDER ��OMP Nv� �V4'1 l.l�Y1F� SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# ELECTRICIAN � COMPANY YYLL°U (,lI YL p � SIGWATURE REGISTERED Y/ N FEE CURREN Y/N Address License# PLUMBER COMPANY ' SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# MECHANICAL �I COMPANY C�M-�d w n P� SIGNATURE REGISTERED Y/ N FEE CURREN .Y/N Address License# OTHER COMPANY ' SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# IIIIIt1I11t11Itt111111111 't111111111tIttt1111111111111Ittllllltlltlt 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,Construction 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. .i-1-I..�I..I..t-1--la-L.�-1--4�I..4.�1..�1..1-1-f..��-1..1-1..4-1-1..1..1-4.�-f..f..1-1..1-L-I..f-f..��4-I�I..��f••l-1..1-1-1--I-1-1..1-1-�i�.l� Dlrections: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A/C 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 Service Upgrades A/C Fences(PIoUSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands 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 contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact 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 "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRAiVSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of ' permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release If the project does not involve a certificate of occupancy or �final power release, the fees must be paid prior to-permit issuance Furthermore,-if Pasco County VI/ateNSewer-Impact - fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713, Florida Statutes, as amended): If valuation of work is$2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive ' Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V" unless expressly permitted. - 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 construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, 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, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six(6) months after the time the 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 IMP VEMENTS T YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER N ATTOR BEFORE RECORDING YOUR N OF COM CEMENT. FLORIDA JURAT(F . . - - OWNER OR AG CONTRACTO S bscribed and sworn t (or affirmed b ore me this Subscribed and sw rn to(or affirme.d�e oie me this i ' �.S by �n.�,Ga �}/�r o�—/G'�/,S by /�'lve+a�s /i^o 7�/�✓ Who is/are persona ly kn7"own to me or has/have produced Wh2 i�s/are personally known to me or haslhave produced . �•L. as identification. v.L• as identification. �� Notary Public Notary Public ommission No. Commission o. Name of Not yp�g „qjin e or s a pNNE BAHR Name of Notary typed, int�,Eor�piped SUZANNE BAHR �oo'�►s�`'O�e'�a, PJotary Public•State of florlda ;`a° - ;•2 .�-; Notaty Publlc-3tate of Florida �•�� •�, :•c My Comm.Expires Nov 22.2018 ;f� �t��, =My Comm.Explres Nov 22,2018 =;"rq`�p°�' Commission # FF 169694 • �<.'y'•'`,; Commission # FF 169694 •.,,F°�`�,•• Bonded throu h National Nctar�;Assr• F � 7��n�1e�!through National Notary Assn. , � g ., ;,�-,�,,� �. � �,�7 0 1�\j��Ut, �AlON ����=f -..,�ttg 'S ',�Y-=, City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: �0 M I�� �(Z 0�T t C R Date Received: Z � 2-� °— i � Site: 3� �t 0 d�A� �1 C.N ��C �� Permit Type: �c?t)N� A D���1 t�ft+ Approved w/no comments: Approved w/the below comments: ❑ Deriied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. i � ��� �� Kalvin Switzer-Plan xaminer Date Contractor and/or Homeowner (Required when comments are present) _ DISCI.OSIIR$ STATS6'�L3T FOR O�PidSR ` �, � CITY OF ZSP8YI�HILL6 BIIILDINt3 DBPART�N'P _. have read and fn11y understand and agree to the provision.s of this iastrnmeat_ - � The undersigned states and affirme that he or she is deairous of coastructing, , reaovatiag, addirig to or resoofiag lsis or her owa domicile, that he or she ' actnally occupies; or �avill occupy by saa.d domicile, and same is not for rent, lease or sal.e_ That he or ahe shal.l comply with the followiag canda.tions: 1. That the owaer and he or she alone sSaZl act as the bnilder for all phases of construction.. - 2_ Tha,t the owaes �vill comply with aI.Z provisions of the City of Zephyrhills ordi.n.aaces aad codes pertineat to the bnildiag. 3. That ia the eveat various phases of coastruction ase subcontracted; .he ovill engage only properly licensed snbcoatractors aad mi7.I. personalZy, supervise such work: ' 4. That ia the event the Building Inspector shall require corsectioas to be made, the owner will assume full reapoasibility �o insnre they. are made, and upon completion will calZ foz� a reiaspection before prcceediag with the buildiag. 5. That the owner •shall assume full responsibility for the constructa.on and will aot expect supervision of his �vork from the City of �ephyrhills Bnilding Departmeat_ 6_ Tha.� prior to final inspection aay additional fees, including reinspection , feea, must be paid s.a, fiall_ A v�rittea reqnest from this office shall. constitute aa official aotice to pay addi.tional fees. 7. That the o�vaer sha].1 comply wi.th all C3.ty, State aad Federal lav�a ia regard to social. aecurity, wor3zmaa's compeasation, liea laais, eto., where applicable. S. That the owaer shall comp�y with all the safety codes iasued by the Florida Iadnstrial Commissioa. � 9. 3tate law requa.res construction to be done by licensed contractors. You have appl.ied for a permit under aa exemptioa to t,hat law. The exemptivn allows you, as the aatner of your propesty, to act as yonr owa contsactor wi.th certai.n restricti.ons evea. thongh yau do aot have .a license. You must psovide direct oasite supervisioa of the construction yourselE. Yon may bui.ld or improve a one-family or t�ro-fam:i.ly resideaae or a farm outbuildiag. You may also bwi.ld or improve a commercial buildiag,� provided your costs do not exceed $25,000. The buildiag or resa.dence mnst be for your owa use or occupaacy. It may not be built or substantially improved for eale or lease_ Sf you sell or leaee a � _buildiag you have bsai.lt os substaatially impsoved yourself -within I year after the constructioa is complete, the law will preat�e tlzat you built or snbstautially improved if £or sale or lease, which is a violatioa of this _ E'Semp�-a.oa. You may not hire aa �saliceased persoa to act as yonr coatractor or to supervise peaple morkiag on your bu�.ldi.ag_ It is your respoasibility �o make snre that peaple emiployed by you have licenses sequired by atate law and by county or muaicipal licensing O=dinanng8. You may-not delegate t]ie respansibility £or B�ervising v�ork to a licensed contractor who is aot licensed to perform the �vosk beiag done. Aay persoa working on your builc3ing _ - who is nct licensed must work under your direct s�ervision and must be employed by you, which means that yon must dednct F.I.C.A. aad v�ithholdi.ag tax and proqide workers' co�pensatioa far that employee, alI as preacribed. by lav�_ I Yaur construction must compl wi.th a].Z applicable laws, ordi_a.ances, bniZdi.ng codes, aad zoniag regnla ' . ' OWNSR•S SIG1�TiJRS DBTS �—/�p—f.� ADDRBSS �3'fD Mal��hif� 7�►"., � v�hNrl��'1/� 335�[7� PEtoNS n?0?- ,?_ 5l8 � WITNSSS• p�T # ` �O S Z I ' - narcel� ayl��-�,(-daao - od�� - �3y � � 3 3 �t 0 �yl c� 1 a.c � i �4-e (I� r, , Z��1�.c{ T �i � �S � �/, 33 ��l D �l�brvtcr s Tro�-�-y� �' � �' � � � ,� ;--_..___. l �, � � , _____ � � �, �; ; �'-��.�- -- ---- . `���� 7�3 � , -�-- --�.-.�.__ ��_._. � �� -".; ,.� �_U__ _._.-- i 1 �� �� cs� � —_.� �------ � �; `--- � �.,�.;�� ;� �� � �� fi--- --___---.-__`---_.___________� ; �%� � � � -� ��; ! �j -�-- a� hv.q � � g__ � _.._..."'.....__""'.�.. 7 � �`� .. ..._"'._ .,_ .. `�l . t �,t. L'�. � � � � .,...`�! � i ; ',a�'* f,�.i� e" , � � � i ��'k—��& � ` U . . ._. _ � ' ; �m �� �.. 3 7 � _.�.;,�q�___.�..� �., --/��'__ i � il,'s� t:)' � � • , . � � `�„',�. � . �K IS�'"I V�S � '����`�`i r S � �t r� k �Y! t�c� � ; ` � f M �� t� � � O She� � ; � � ; � � � ! �,S!.� � /o f---�� �; „ s� , . _.._._._._____�._______.____----.-.----------- . s�,, � �--______.- ------ - � � � i � : � ; ' �. ; (� r���s e�Q r�a nn ; � „ � �j ' � ��;�s � ^� a.G�c,�. i `{�- � q v� � °� '� 7 r , � !� � , � � � � • i � ` � { - 3��------_-- - `� f '� ` � L��s-f�,�5 ..� � � _ , � ' � . C� ri v�ewa� ��, � i � ,� � ao . �� ! \ �� , .� ► f ;� I � ' �� � � � ------____-- ---._..---.,._._ a. � � .� , ..__.._.._` . ._..--�--�.__._...._. �.__.�._.._�.__.�.._�_�__._�__w__.__�___.�_�___.__�. - -- �� '__w , _____._-. -_---.___._ ._._.�,_.�._�� . FORMS FLORIDA BUILDING CODE,ENERGY CONSERVATI�ON FORM 402-2010 Residential 8uilding Thermal Envelope Approach ALL CLIMATE ZONES Seape:Compliance with Section 402 oi the Florida Building Code,fnergy Conservation,shall be demonstrated by the use ot Form 402 tor single-and multiple-family residences of three stories or less in height,additions to existing residential buildings,renovafions to existmg residential buildings,new heating cooling and water heating systems in existing buildings as applicable.To comply,a building must.meet or exceed all of the energy efiiciency requirements on Table 402A and all applicable mandatory requirements summarized in Table 4026 orthis form.If a building does not comply with this method or Alternate Form 402,it may still comply under Section 405 of the Florida Building Code,Energy Conservation. PROJECT NAME: TR bTrl E}2 �D�plT101J gU1LDER: Q��E� AND ADDRESS: 3340 MLt.I�c�i'�G,�'• pERMITTING D n �(' Z � Y'�li��s F�.33S OFFICE: ` � ' �l� dt' /�,�'l--� OWNER:Th�m� �,., �,e1,.. PERMIT NO.: t �j�5� JURISDICTION NO.: � � General Instructlons: 1.New construction which incorporates any of the following features cannot comply using this method:glass areas in excess of 20 pe�cent of conditioned iloor area,electric resistance heat and air handlers located in attics.Additions<_600 sq.tt.,renovations and equlpment changeouts may eamply by this methad with exeeptians given. 2.Fill in all the applicable spaces of the"To Be Installed"column on Table 402A with the iniormation requested.All"To Be Installed"values must be equal to or more efficient than the required levels. 3.Complete page 1 based on the"To Be installed"column information. 4.Read the requirements of Table 402B and check each box to indicate your intent to comply with all applicable items. 5.Read,sign and date the"Prepared By°certification statement at the bottom of page 1.The owner or owners agent must also sign and date the form. Please Print CK 1. New construction,addition,or existing building 1. ���.�-�pw i 2. Single-family detached or multiple-family attached 2 5' 3. If multiple-family-No.of units covered by this submission 3 - 4. Is this a worst case?(yes/no) 4 Np 5. Conditioned floor area(sq.ft.) 5. p 6. Glass type and area: a.U-factor 6 a. ��5 b.SHGC 6b. • ?�O c.Glass area � 6C. ��] sq.ft. 7. Percentage of glass to floor area � ��o 8. Floor type,area or perimeter,and insulation: a.Slab-on-grade(R-value) ga,R= lin.ft. b.Wood,raised(R-value) 8h.R= f 3 �sq.ft. c.Wood,common(R-value) 8C.R= sq.ft. d.Concrete,raised(R-value) 8d.R= sq.ft. e.Concrete,common(R-value) 8e.R= sq.ft. 9. Wall type,area and insulation: a.Exterior: 1. Masonry(Insulation R-value) 9a-1. R= sq.ft. 2. Wood frame(Insulation R-value) 9a-2. R= (3 y�02.,sq.ft. b.Adjacent: 1. Masonry(Insulation R-value) 9b-1. R= sq.ft. 2. Wood frame(Insulation R-value) 9b-2. R=� o�9 7 sq.ft. 10. Ceiling type,area and insulation: a.Under attic(Insulation R-value) 10a.R= sq.ft. b.Single assembly(Insulation R-value) 10b.R= �3D a� sq.ft. 11. Air distribution system:Duct insulation,location,Qn a.Duct location,insulation 11 a. R= F�OO Y b.AHU location 11 b. -/�/ c.Qn,Test report attached(<0.03;yes/no) 11 c.TeSt teport attached? Yes � 12. Cooling system: �` ��G ��,pe 12a.Type: �. b.Efficiency 12b.SEER/EER:_13 13. Heating system: 13a.Type• (U Kw �"��u,f.s'�np a.Type 13b.HSPF/COP/AFUE: 7•7 b.Efficiency 14. HVAC sizing calculation:attached 14. Yes � 15. Hot water system: a.Type 15a.Type: /��/l�' b.Ef6ciency 15b.EF• I hereby certi(y that the pl s and specifications covered by the calculation are in compliance with the Florida Review o(plans and specifications covered by this calculaUon indicates compliance with the Florida Enargy Code. Energy Code.Before construcUon Is completed,thfs building will be Inspected for compliance in � ' -'' 'L accordance vaith Section 553.9D8,F.S. PREPARED BY• �ATE:��I7 �� CODE OFFICIAL: I hereby certify that thls bullding Is in compliance with the Florida Energy Code: OWNER AGENT: DATE: DATE ��-- C.4 2010 FLORIDA BUILDING CODE-ENERGY CONSERVATION FORMS TABLE 4�2A , BUILDING COMPONENT PERFORMANCE CRITERIA' INSTALLED VALUES: U-Factor<0.65 U-Factor= Windows{see Note 2}: SHGC=6.30 SNGC= %ofCFA<�20% =/,pfCFA= S li hts U-Factor<OJ5 Doors:E�erior door U-Pactor U-Factor<0.65 -Factar= Fioors: Sialron-grade Na requirement -Value= Over unconditioned s aces see Note 3 A-13 Walls—Fxt.and Adj.{see Note 3): Frsme R-13 Va(ue= Mass (see Note 3) Interior ot wall: R-7.8 R Value= E�erior ot waii: R-6 R a(ue= Ceilings(see Notes 3&4) R=30 R Vaiue= Test report Reflectance 0.25 flectence= Attached? YesJNo Air distdbation system(see Note 4) Lluctwork&air handlfng unit: ocation: Test report Unconditioned space Not allowed Attached? Gonditioned space YeslNo Duat R-vatue R-vaiue 2& -Value= Air leakage Qn Qn 5 0.03 Qn^ Air conditionin s stems see Note 5 SEER=13.0 SEER= HeaSng system Heat pump(see Note 5) Cooling: SEER=13.0 SEER= Heating: HSPF=7.7 HSPF= Gas fumace AFUE 78! AFUE_ Qil fumace AFUE 78% AFUE_ Electric resistance:Not allowed(see Note 5) Water heaGng system(storage rype) Eieclric(see Note 6): 40 gal:EF=0.92 Gallons= 50 gal:EF=0.90 EF= Gas fired{sae Note 7): 44 gai:EF=d.59 Gallons= � Other(describe): al:EF=0.58 EF= {1}Each component prese�t in ihe As Praposed home must meet orexceed eaoh o pp icable performance criteria in arderto compty with tfris code using this method; othenvise Section 405 complfance must be used. (2)Windows and doors qualifying as glazed fenestration areas mustcomplywith both the maximum U-Factorand the maximum SHGC(solar Heat Gain Coefficient)criteria and have a maximum total windaw area equa!lo at tess than 20%a of the conditioned fioor area{GFA};otherwise Section 4Q5 mus#be used far camptiance. Exception: Additians oi 600 square feet(56 m2)or less may have a maximum glass to CFA of 50 percent. (3)R-values are for insulation materiai only as appliad in aocordance with manufacturers'installation instructions.For mass walls,the"interiorof wail"requirement must be met except if at leasf 50°l0 of the R-6 insu(ation reqaired for the"e�cieriar af waA"is installed exteriar o{,or integrai to,the wat1. (4)Ducts&AHU installed substantially leak free per Section 403.2.2.1.Test by Class 1 BERS rater required. F�cception:Ducts installed onto an existing air distribution system as part of an addition or renovation;duct must be R-6 installed per Sec.503.2.7.2. {5}For atI cpnventiana!unils with capacities greater fhan 30,OQ0 8tuthr. For other types of equipment,see Tablas 503.2.3(I-8). Exception:The prohibition on electric resistance heat does not appiy to additions,renovations and new heating systems installed in existing buildings. (B)For other electric storage volumes,minimum EF=0.97-(0.00132 x volume). {7}For ather natural gas storage volumes,minimum EF=0,67-(d.Q019 x volume}. � i� TABLE 4028 MANpATORY RE�UIREMENTS I C6MPONENTS SECTION REQUIREMEN7S CHECK ; Ta be cauiked,gasketed,weatherstripped or otherwise sealed.Recessed iighting tG-rated as meeti�g ASTM E i, Air leakage 402.4 2&3.�ndows and doors--0.30 cfm/sq.ft.Testing or visual inspection required.Firepiaces:gasketed doors& � '� outdoor combustion air. Cei(i�gstlsnes waiis 4052.1 A-19 space permitting. t� Programmabis thermosiat 403.1 t Where Porced-air fumace Is primary system,programmabfe�hermostat is required. ✓ Air distribution system 4032 Duets in attics or on roofs insulated ta R-8;other ducts R-6.Ducts tested to 0,=p.03 by a Class 1 BERS rater. V' ' Haat trap raquired ior vertical pipe risers.Gomply with efiiciencies in Tabte 403.4.32.Provide switch ot cteady Water heaters 403.4 marked circuil breaker(electric)or shutoff(gas).Circuiating system pipes insuiated to=R-2+accessibie manual OFF switch. � Spas and heated pools must have vapor-retardant covers or a liqufd cover or olher means proven to reduce heat Swimming poo!&spas 403.9 loss except if 76l af heat from site-recovered energy.Offftimer switoh required.Gas heaters minimum thermai efficien =78% 82%afier Mi 6/13.Heat um oi heaters minimum COP=4.0. Sizing calculatlon performed 8 attached.Minimum efficiencies per Tables 5032.3.Equipment efficiency verification Cooling/heating equipment 403.6 required.Special occasion cooling or heati�g capacity reguires separata system or variable capacity system. � Eiectric heat>10kW must be divided into twa or more sta es. Lighling equipment 404.1 At least 50%of permanently installed lighting fi�ctures shail be high-efficacy lamps. 2Q't0 FLQRtDA Bt1tLD1tVG GOQE-ENERGY CONSERVATtON C.5 narcel� ay���-a.(-Oaao - Odd�rJ - e3y � � 3 3 �t o f�/I c� 1 a� � i �i-� I(� r. Z���c{ r�i I �S � �/, 33 �Y D , :�< ��bm�a S Tro�-� y� r � �� � � � � � � a � ,,� �- ._._._ . ," � � �, vi , - } °._ �--� --�;Y-r�-----.�.�"'..�'�� ' ` � � :�� -� --�-�.�;..�,��_7�.3��-.._ j � --- ` � ��" � �°�� �:-� --______ -___------ ~---._...__ ' �"1�'t�' � �` ----. 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J n ���-i��' ��.�cy{S�`�� ti��Y'�f}-S��+y�Y�!'��}�"'z��iJ.����������£:`�C'� �` ril :h`�f � � is���: •�t�" +i.��''`ct.'h � 4�L�{�+ yi�f�F'aNn+.J���j L 9^...i' x�rv-k y'�'L's"Sr��� Y �.0� �r��;,x�x����i f�� '�'�` '" �'1�'r.,�,..��`'�' t� ��ti_Y � �->�r U�, ' ,�2�w.t�=� � � i tl..l T 4 3 �"� A. r� `G � ��.'-�-"'a�, " ,� � " � �.'�.o} F .a" a�3, ��- �S �.,�r+ �+• �' x4s,r+'�'��tr'�j a -'x.-t� .ra fit � P_5O °as�'t .�g fi�, '� �. ,�r:i� � ..��,. 3 f�`��'�R��..�� �� @`*� y�LL� knr�J� �� 3 k'�-_• _ o ,�,�. a e �:,���._ ��. } , ,.�__ .�i1'4• .-�rdCCd�.k�a �y,�+..�;yg._3'.s�}s'�,..�.�i.` S'��mt':,d-l''a.-,�',,.'�-•�,��.-`�'r l ,� '"".'E�."'u1 Florida Deparm:flt�{ BCIS Home Log In User Registration Ho[Topi�s Submit Surcharge Stats&Facts i Publications FBC Staff BCIS Site Map Links Search Busines ��� - � Professi��al �` H��Product Approval �USER:Public User Regulation Pmdud Aooroval Menu>Produd or Aoolication Search>Aoolfcatfon list>Appllcation Detail �- .��,� _,a�_-:_.: q93. � y � FL# FL993-R8 }�=.. �'o + �-":y`^syf: ��s�,s�'�`���`�_�=ktL����;�� Applfcation Type Revision Y� ;�;.,��,�����,;, Code Version 2010 �'������ Application Status Approved *Approved by DCA.Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archfved Product Manufacturer Kinro,Inc Address/Phone/Email 4381 Green Oaks Bivd.W. Arlington,TX 76016 (574) 533-8337 Ext271 rmanthey@Icil.com ,4uthorized Signature� Rob Manthey rickw@rwbldgconsultants.com Technical Representative � _ A d ess Phone Email d r / / Quality Assurance Representative Address/Phone/Email Category Wlndows Subcategory Single Hung Compllance Method Certification Mark or Listing Certificatton Agency American Architectural Manufacturers Association Validated By Ryan J. King, P.E. � Validatlon Checkifst-Hardcopy Recelved Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 ' AAMA/WDMA/CSA 101/I.S.2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 02/10/2012 1,++„•/lfl.„-;rl�t,,,;lrl;,,n�,r.T/„Y/,,r �,,,, rltl aer�v`)r�aram�x�(TF�TX(1cz�tTlntU1�7T1PA/TCKa/„7hP.CnT d/4/7(117 �� � 48.$5'MAX.qVERALL FIN WIDTH db25°MAX.OVERACL FRAME WIBTN =� a m v� 4381 C�rREEN ❑AK8 BLVD. W. m �o �'z° ARL.INGTCIN, TX 7607 6 �n�� ` � p �z �°pi o o �ai M p o�iti �iri pl� V�m��iJ a ,. .. ...,�� _. u b �p�O�N M ODEL 97.50 � � 9 ID`�� � ��/ � 'mo4.a�o v° �VC S1NG�E NUNG WiN'D0�1/ ' � �' �� � � n E �V , Q W/ IVA/L�IVG �/1V � Q "NON-IMPACT' o = � z W5 �i/ o �o 3 Z . J o°2 a °� J j 2 � � � �4�i P . GETlERAL NQTES o � J = � �� � � 1. This product ancharing drnwing has been develaped in compfiance with the 2010 Rorida � � // � � �� i Building Code(FBC)excluding the"High Velocify Hurticane Zone".See the Certification ` � � ? � �� � � �� P Agency Ge�ificate Eqr sizes,specaflcafions and rat�ngs. �° o f a a a � 2. Product anchors shall be as lisFed and spaced as shown on details.Mchor embedment to b 'V .� buse mateda(shali be beyond wait dressing,sfuccp,faam,brlck and atherwolE coverings. .�� .k,�m 0 0 3. Wood screws shall be installed following instaliation insirucftons of ANSI/AF&PA NDS 2005. All / U other fastener types to'be instaUed tollowing iastener manufacfurers Insta(4afion instrucltons. ��f m - � �' . � , d. Fastener embedment depths,edge distances and centervcenter dislances shall be as _ ! �w N ° specified by the fastener manufacturer but in no instance sholl they be less than shown In thfs _�_. __ � oz „�, drawing- ^ . . . . . — o � , � i 5. Where shims are used,they must be a"rigid/stifP'material thot complies with the �y � o requirements oE the 2Q10 FBC. �� � �� b. Pasitive and negative design pressure requirements for use with ihis druwing shall be �� z ° determined by others Porspecific jobs in accordance.with the goveming code. � a „ ^ � 4 O 0 � Q � 7. Site condifions not covered by fhis drawing are subject to furfher engineering anafysis. N^o � � d^ z N � ` D o FABtE OF COMENIS �'+^z u G-x.==.;�-_ -- _ - " SNEEf# OESCRiPifON � � ' , U s.��T� w�.. tF'.�,�:Y z,-:v,,��7z 3�.�:,.;-�?:.�.a::�---�3:y ;� o �:. Ah". � aare: 6 O7 10 3 _=;�J4i7Slf',�'-�� �;.'Y`�v.�-- � tGN.PR SURE; , �s'.,;:�- �:.... r,• � 1 T pfcal elevation,des( n ressures.& eneral notes �y�",���'��'��'x�'*������"�"`��""��'�'���� �: N.7.S. Q p �"a'?�J �te�nt�.��>_ +-.,q._:_.._,_, j 2 No�¢onta(&veriicai crou secttans&b�l ot maferiaB -_,Dl'tilEf�,�ib1�2��D��AISf C J�7��t r�£OS� �� owc.er: qp m N _. �-��t<=,:`.x:.-;.,�_ �4--�-��� �e 3 Horrzontal 8 verticai c�oss sections A8.85"x 62,b" 46.2�x b0.0^ +50.b -5Q.0 `��"�' us a � 4 Buck 8 f�ome anchoring DRAWfNG NO.s p � FL-993.1 0 Q 9NEET 1 OF +� � /• I L_ 'No�: � l. 2X FRAMING TO BE�ESIGNED � � � BY THE ENGINEER OR ARCHRECT �� �o.o� . OF RECORD BASED ON WIND LOADS 3 , AND THE CLADDING B�ING USFD. ���'�Z N z �a e u� J pm d - �>n a� J 00 et ' SEE NOTE 1 m $"�1•�a$ E ' v K=O��I�II • � gm° �.. SASH 41/7'MAX.O.C. 41/2'MAX.O.C. ' $ o0 os • . '�� .� �1 I I . .. .'.• ••• :;• �•� � �P.� a �a,� °E C .r:. _ �.��/•' �'.. � , ,a•• 1 1 �c 2� 3 •+t % J_ 1 � ' }.♦ � � u �U NP. � •�. ��/ �� ��// � O . 6 � N ' �;� m � � S w . � � � � � MASONRY ��� ��� � �? MASONRY , � c� } � � OPENING OPENING � i � Y� � U� `� / ci i � . 'J` Ya' m � 2X BUCK m /// O� %�/ � o a—i o a X �� X �� al � � - . ��.. / sF / ` Y x Y � •� /,�� ��� m � �� 'o . � i i O m . - '�d:• •:���.,:�•� � . • '�.1:• •:J��^�a'� , 3 :* ` ,� � �` D � TYP. �� z � F TfP. o � � FRAME ANCHORING ' o � IIUCK ANCHORING FRAME ANCHORING s p re c i N� � � ONR C NSTR TIO �� o ' ' , e � �� CONCREfE ANCHOR NOTFS: �y 0 �,Substitufion of equal concrete screws from a dfferent supplier may have different edge distance and center distance requiremenfs. a� ? ° y Concrete screw locations at Ihe comers m.ay be adjusted to maintain the minimum edge dfstance to mortarjoints.IP conaete screw �° �' ^ locations nofed as"FAAX.ON CENTER°must be adjusted to maintain the minimum edge d'�stance to mortarjoinfs,additional concrete �w¢ � o, sc�evvs may be requirad to e�sure ihe maximum on center dimension is not exceeded. .-o ; C 3.Cancrete anchartable: ' �^o a N N'Z U ' 'O ......................... ... . .. ...:.:...:...:::..:..........:..... ........:....:...�.:.::.::..:.......c..,-...�::�:�.r�:.::...r.:�.:.::�.:r�:�:��:.-:.�..-.::...:.:..::.._:.:::::.........;:':�:.:::..-.:_.:_,:::;_�;:_.::;_.:::.'�'::�;:-.:.:..�:.��::.:..::"::: a o :. '�;;iF""::"��k: •:"s;:_,:_:A'N�'H.Gy$: .::>:::;: '^:�1b11CV!!G#11M1i , 't::?`-:`;,�1 fNltitU :::CI�ik `':GE: i: '1N1HIffiGlr;CIEA{2A:ALC�:TOi:.,�;; wie 6 01 t o .z � -. ,._N�N....::.:.:.. :..:.. _:.::..::..:.::.:.:,:__:.: :.,.._. :_.:._._:...:.::.�,..::::.�...:: .:�.:....:._,.::.::.:,:-:.!�!1:::::::::.;,R�N:.::: :_:-!Vf_:;...::_;_:::..:......::.:. :..._....: .:�. .; .. .:;;-r.:.•-_::;.::e_.::_::_;. ••�:. . .._:-• ::-.:;;-:.�. .. . .,. . �_::::..,;_;:�.__ :.;: � :.., ,.- . _:_::._a.:;-;:_:.- ., -:: •_ _- � N.T.S. 9. . . . : u s;:. �-'r_'•I_Y1.��,.:�..:...,.,.:--�:�.:.:��`T�..:. :�.:_.___.�;�M.BEDMEIJ.F...,:-:::::.:.:....rC).h�1�5C7tJR_Y_._�AG�;__.-:,:.-: :_Ab,i����.T:�.A:N_�NC7,►t:;-;:;:. - :......._.... ,.. ..._... ..�.:_.- .... ..�_. _.._. _. :.:.:.:•.-.--= :�::.:::_�_� � ..............................:•............:.:.....:-.............. ....._.. ... ..... .._...._ .::..........._...�....._ ......., ... .._... .._.. m . . .. ... ....... rnrc.at: AP o :...........................:..:..:.._`.._. . � .�..._... _„ • .::. ........ ........ �S , 3 �.. :•�:= .:'_IIYI/:::::�;:::.;`:=:�::' 1/4" 1-1/4" Z-1/2" _ 3" cxw er� � •,-.:.._......-�.-: =... - , � _ ....... ...... .. �RAWINO NO.. � � ..iELCQ';^='';-, �;; 1/4" t-1J4" 1" 4" .FI.-993.1 0 ; :: -. . . ,._...: :,: .. � ..................:.........:.:...•.:..�-. s�t�r 4 ov 4 N — � Q • � , � t ' ;,. . � 114°MAX SHIM 1/4"MAX SHIM , 1/2°MIN.EDGE DIST. 1/2"MIN.EDGE DIST � � 2X WOOD FRAME 2X W000.FR.4ME o (BY OTHERS) (BY OTHERS) � � � #B WOOD SCREW SEE GLAZING DETAIL #8 WOOD SCREW � INSTALLATION ANCHOR` ON SHEET 3 INSTALLATION ANCHOR x INTERIOR INTERIOR #8 X 3/4°SMS � G � i � � \ 1°MIN. �� \�i � o ,t EMBEDMENT �`�� EMBEDMENT a rn � o p � SEALANT TAPE TO BACK EXTERIOR SIDE OF MOUNTING FINK W 3 0�w � SIDE OF MOUNTING FIN EXTERIOR � � j o o a � � [--� "' °o F � `� c~i W w = vi - � HORIZONTAL SECTION F HORIZONTAL SECTION Q W a ¢ o � ~ ' � � o� ��`�'��� z WOOD FRAME SUBSTRATB WOOD FRAME SUBSTRATE y p,o Z{��� � � I H O� OFU H M Z�� �� 'i ' rv o v� ��r w �� oSN ��y , '14 GA.MIN.SQUARE 14 GA.MIN.SQUARE w o ��� �y� A �ZO � 318"MIN.EDGE DIST. OTHERS)B�NG(BY STEELT OT ERB) 3/8"MIN.EDGE DIST. a �5 t�ea� �° #8 TAPPING SCREW INTERIOR #8 TAPPING SCREW W � m �s�3 INSTALLATION ANCHOR INTERIOR #8 X 3/4°SMS INSTALLATION ANCHOR g� �� �� � � � � � ` THREE(3)THREAD� �\ \ � I • THREE(3)THREAD MIN.PENETRATION � MIN.PENETRATION SEALANT TAPE TO BACK EXTERIOR •EXTERIOR SEALANT TAPE TO BACK SIDE OF MOUNTING FIN • SIDE OF MOUNTING FIN Robert J.Amoruso,P.E. FL P.E.No.49752 ^ ' ��tuwtith I r 1 HORIZONTAL SECTION �v�HORIZONTAL SECTION �.,�'��4.Q'�•,GEN p�r�'�+ STLEL TUBING SUDSTRATE STEEL TUBING SUBSTRATE �o'�:•�� SF���C'. fi`�'= Nu d9752 'tNp� , `;. srn��9rZ.�`i� �•.� ,,, . +���5,2 o R.�p•`�a� , rf��S'��A;��jC3��� � — Florida Building Code Online Page 1 of 2 , � ;-� - .,:,.� - :`. �, ° � ' ' 1 4 �' ••• 8 1 � r =_:__ - - �„ ���. ��� , flbr�d�na(�mE�tc! BCIS Home � Log In : User Registratton � Hot Topi6 ; Submit Surcharge '. Stats&Facts i Publi[aUOns � FBC Staff 3 BCIS Site Map � Links ° Search i r•� � Busines���, �,�,,, Professi���I V� ��''USER:aubuAuPseroval Rec�ulation Produd Aooroval Menu>Produd or Aoolication Search>Aootication Lfst>Applintion Detaii a s FL# FL6993-R3 s- Application Type Revision Code Version 2010 Application Status Approved ' Comments � Archived ❑ Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton,OH 43517 (419)298-1740 rickw@rwbidgconsultants.com Authorized Signature Rick Wright rickw@rwbidgconsuitants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior poors Subcategory Swinging Exterior poor Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑� Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt the Evaluation Report Florida License ` PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurence Contrect Expiration Date 12/31/2014 Valfdated By Ryan J.King,P.E. � Validation Checklist-Hardcopy Received Certificate of Independence FL6993 R3 COI CERTIFICATE of INDEPENDENCE.odf Referenced Standard and Year (of Standard) Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equfvalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvh94p7%2bnIQ.:. 5/3 0/2014 Florida Building Code Online Page 2 of 2 Date Submitted 06/13/2012 Date Validated 06/13/2012 Date Pending FBC Approval 06/23/2012 Date Approved 08/07/2012 Summa of Produ cts FL# Model, Number or Name Description 6993.1 "Classic Craft and Classic Creft Opaque Fiberglass Door Side Hinged up to 3'6 x 8'0- Rustic Series" Inswing Door Impact(X)Configuretion. Limits of Use Installation Instructions Approved for use in HVHZ: No FL6993 R3 II INST 6993.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 6993.1 for Design Pressure Ratings,any FL6993 R3 AE EVAL 6993.S.odf additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. Back Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employec_C_opvriqht 2007-2013 State of Fiorida..:Privacv Statement::Accessibiiitv Statement::Refund Statement Under Florida law,emait addresses are publfc records.If you do not want your e-mail address released in response to a publfc-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questlons,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective Oc[ober 1,2012,Ii�ensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for o�ctal communication with the Iicensee.However email addresses are public remrd.If you do not wish to supply a personal address,please provide the Department wlth an email address which can be made avaliable to the public.To determine If you are a Iicensee under Chapter 455,F.S.,please click here. Product Approval Accepts: � � cCtiecA � SL'CUfll'htb`I'ltFi s ' � II http://www.floridabuilding.org/pr/pr_app_dtl.aspx?paxam=wGEVXQwtDqvh94p7%2bnIQ... 5/3 0/2014 � 43.50'AAAX. 43.50"MAX. � OVERALL WIDTH OVERALL.WIDTH � a a � 41.75`.1�ilAX. 41 JS'MAK �� a o M� THERMA TRU DODRS �P^"�wion��j �anN�wi�rH-�, �C�'��a �Z I �t�goVn 1'1 9 INOIJSTRIAL DR., EDGERTON, OH'435�T 7 �.�.M .j' � 'rE�. (4l 9)29.8-1'740 m��Nm'��.�E 11CLASSIC CRAF.T'r ; 6.��'��a.s�� � �' g$Q� Q � aa m°�V� a � °� o� � "CLASSIC CRA�FT RUSTIC S.Et�IESrr o � �� 0 OPAQUE FIBERGLASS DOOR �� �. �NSWING / OUTSWING � � �Q �� 0 ��1MPACTr � � � ��7 � � m � ?a� f° ��Y � o � � � GENERi4L NOiES p � 1. T�is product hos been evaluated and is fn compfiance wiih the 2010 Florida � � � � o�a o �'� • Bu7�ng Code(fBCJ excluding the'7iigh VeloCify Hurricane Zone". � ,� 0 � &I � 2. Product anchors shaU be as Ifsted and spaced as shown.on deta7s.anchor P Q O �m , embedment'fo base maferial sholl be beyond wall dPessing orsfucco. m � 3. When used in wind-bome debris�egions fhk product compfies with sectiort � 1609.i.2 of fhB 2QJO FBC�as an impact resisfdnf product and does not require � Q the use of an extemalimpactresistant covering.Thfs product meefs missf(e � Z level"D"and incfudes��nd Zone 4 as defined in ASTM E 1996 and Section o 0 � Ib09.T.2.4.of fhe FBC: ° � � � � 4. For2xstud/ramin3 consfrucfion,,anchoring of fhese units sliall be.the•same� � as ihat shown�Tor2x buck masonry consirucfion. � � 5. Site conditions.ih6t dev(ate from ihe details of th(s drawing require further "CL'ASSIC CRAFl" "ctASSIC CRaFT RusTlc:sERIES° a i: g engineering analysis by a ficensed engineer orregisfered archHect ^r a iai � � -- "o ,,....e:__.._...__.-._;:_.�-.._:..--___:.:,_:,,-,-.,>,,.:.:s-:.-��=:-_;-_,�._. f J -__ __ "_ _ _ '_ __ _""__ ___"__ — �D 7 iABLEOFCONTEMS -'_____ _ _=-'�;01!EKiILL��=�'�;BESfG1!t'P�lESS[J�'E'jWSEJ; m � SEEf!! DFSCRIPfION "`.SSVKI�YS`7':=-"� -=.'�'RAIIHE:,�` - -=-= R:�A-Prof eds\Project Foldets�Pto}901-1000�pf937�2010 FBC�R-6993.1.dwg,2.1 N N � � � O m � � � 5 � �� � � v w � - 4 N tJ w n 0 0 � p . 'n t� N� N N � v `� �� �=Y n n N - N n �'.'' a 2 8 • �� �n m 1 ° Z � H w m A rn [�S' — - 4 O '� � � � ,j u' � ::y:'?'�� .Z °n � n ;;•��s � o. n ^—`-I .940" � ' < � �I 1.457" � � A a l-�-� 1.089" � in y t � .L� m _ z � � :��� � �n ��" � n I ��2I� I � -�i .940' I-�— � 1.457" Z N—� � � n C � n n � - "'tcF. O� '�f; - :'�'.�y"�; n� - 4�•}' �.L•" - • - • �Y���� N � m O � P O o. N z � � �� � � � � PROOUCT: oo�ume�e.P'o�r.a ey: THERMA-TRU CW$$IC CRAFT� �p BUILDINC CaNSULTANP', INC. I '-� � � � OPAQUE FlBERGLASS�OOR JI.�P•�•�x '�Va�Aco cL ssses N Phon�No.:01D.639.9197 �� Z O Florida Board o1 Proteeeiorwl Enqlneen ,°, W -� PART OR ASSEMBLY: � �;� 0 7 6 11 12 RtyISED 70 20T0 FBC JK c•rartca a ne•onen Ne_ea�a I°i " O0 NO DATE BY DOOR PANEL DEfAILS ���6,�?� REVISIONS Lyndon F.Sehmidt, P.E No.�fl �2O�B R.W.BUILOIH6 CONSUITANT9 IHC. r 1 3 � 9 10 17 35 16 4 4 �ERIOR ,� � m � � � o� D � . + Z °m � � ' . ���Z �_ .�t y{'�� °�Ma ' � : � �'p� �Mo � OAm Q"G V �UNy�.$ E e �m�03 � INTERIOR » . ' � �°� g� ° • • � �am�vo P• ,f ,p A p C E 23 L� 3 B . E � ��Y .,p.. 3 ,� � . g .0 2 3 > . 3 3 ' �o 30 '' �g �, 18 - o� z � �U 1/4'MAX. 32 �W m N� SHIM SPACE (iYP.) 1-1/4"MIN. �� � ro a PENEfRATION 1-1/4"MIN. �� � � 1/4"MAX. 3 NORIZOMAL CROSS SECTION �g.(ryp,) �I�a o SHIMSPACE 2 q 3 Shownw/1Xsub-buck �7 1/4"MN(. (iYP•) 4 4 SHIM SPACE a � a �vie.(n'P.) 26 27 33 [iYP.) 10 �6 �� , 24 IXTERIOR EXTERIOR � 9 O �y ' • `. .a' . . m � . �' ..�...a . .' � z ^ , , •' , , o 0 v � `� d °•�' �'0 �� N �ii � � . � o � o INTERIOR INTERIOR �� � � � � m Z 9 . 8 ,. � � ; 18 �••. =a � s � q �o � P • m . w��' '�+ . z � � � a�: 4 10 08 = � �0.15"MIN. � 13 � CdINK .15"MIN. • � N.T.S. � � �5 » �3 GSINK �7 13 •14 owa.er. A�. m I e 14' 16 cwc er: LFS 3 � � � �HORIZONiAL CROSS SECifON 2_HORIIOMAL CROSS SECTION ��B993.� o 0 g 3 3 sH�r 3 oF s � a R:�A-Pro1�1Pro1ed FrolderslpmJ 901-10001pf937�20i0 FBqR-69B3.1.dwg,4,i � 1-1/4"MIN. EMB.(TYP.} i/4"MAX. 1-1/4"MIN. SHIM SPAGE EMB.(TYP.) (np,j .1S'MIN. w . C�INK� ,. ... � A hi ,.'a " A"" Q � � ,• 9� O tKt! a ~ 'g r�'Ti W � y � �� �� �� � � � O F • .y r�• �•� F �� � �� Y o� � y v ` o�tn� y� 41 ry p �L � , . �� � 4 , � �� �� t�J V � A � � r-iia°MIN, EMB.(TYP.) i-i�a°nux. ern�.(rYa.� o ua°t�nax. ` SH(MSPACE--.{ � �•� I A iL G�D A W ••< ^ p �.� . � �m o .�. oA t tiy jj— £� — Q� ff' � q tl W 1O �O �O ' •S. l'/ I 3 y C� . m F� ,*�. z � z . ' (� � A (� � v � ..a 0` � fs�" � F � � � PRODU4T: Oaoumen4 PropanC Biyi � THERMA—TRlI CI.AS$IC CRAfT� �p u��omG CANSUL7ANT^.MC. � s�- a � ,°��, 3• OPAQUE f7BERGtASS QOQR tlL��.o.smc 23o vatrteo fi ssses * �o Phone No.:$TS.659.DtA7 ? O FloAdq 6oard of Rrofeealanol Enqtneen Q� �`� h,y PART OR ASSEMBLY: carUncat a Authorizaetan No,se13 � r--tn o 1 6 11 12 REVISED TO 2010 fBC JI{ /� �rn ..• � NO DATE BY CROSSftSECRONS `-r��'6'�•�z� REVISIONS Lrnaon F s�nmra6 P.E No.S3{09 �2008 R.W.Bu1LO1NO GON9uLTANT9 ING. � . 4„� � 6„� I �^� I 35 ?�m�o �� ' � � �_I '° � �_I �o �0 �� J�� °o t a � � "'" °� `'r '`{ �, ' � . _�;� o°n m C �,b_' 13 30 �°"'0 a`�, � TYP.HEA� a � o�o Z �+ MASONRY y MASONRY MASONRY e �m, &JAMBS � TYP.HEAD& � � TYP.HEAD& � o o S 4 I OPENING � OPENING OPENING n �o 0 JAMBS 7� JAMBS e �a`a,m o c � c't' � HINGEDEfAIL E � �$ 2X BUCK — — ' 1 X buck masonry � � � �� o r w FRAME �� FRAME �� �� � _ _ �o _ �z �o i �V O U� � _ �� 2t OUTSWING • � Z� OUTSWING N� � � � � 34 v� � 2X BIJCK — — 1X BUCK — — .�W m L" � 3� INSWING 3� INSWING 10 �� � ///��� � �� � .a �7 �Q � U ..t _ y. '_ — � '_ Q �4 p = `I I I ��O � ul ` HtNGE DETAIL �`I 6°� STRIKE P[Atf DfTA1L �-I 6"� al a BUCKANCHORING FRAMEANCHORING FRAMEANCHORING 'm ,, (2X buck installation) (1X buck installation) SfRIKE PLATE DEfA1L 1X buck masonry Y1 U ° � 2 O � � CONCREIEANCHOR NOTES: N � � ].Substitufion of equal concrete anchors from a�fferent suppfier may have different edge �Z � � , � disfance and center distance requiremenis. 2.Concrefe anchor Iocaflons at the camers may be adjusted fo maintain fhe min.edge �� e o dislance to mortarjoinfs.If concrefe oncharlocafions noted as'MAX.ON CENTER"must be 24 � adjusted to mainfain fhe min.edge dfstance to mortarjoinfs,addifonal concrefe anchors �Q 24 � i g may be requfred to ensure the'MAX.ON CEMER"dimensions are noY exceeded. ^ F 0 3.Conaeteanchortable: 44 w z � :....:.::...:....:.:..::.::::........:............:::�;;......;,.....:.;...........,....:�:::.:�::��::.�::.-::��:•::•�.�.-::::::::::::::...,.:...:::.:.....::.:-:::�:.�::��:�::�.-�.�.-.::�:�:::.., �� a S . ^, ;11AI��[L�11...dNCNCl12•::;; :JNI[�1:: :':;tiYifJL:CLFIA.R;;a.N;CE�70�•.::M1N:<Ci.Ei1RANCE.iOi: �o � „ ,....;.. � m � :...._31.'F�......:: SFZ�; :.�FMBEaMENT 1)A',��CiNRX�DG� , �1;i�d��.F.,�T...AN��fQR ; 11 'Z o .: � � .........................................................:.:....................................:.................::........................................................ wie 4 10 08 z ITW 1/4" 1-1/4" 2.1/2" 3" � � scuE N.T.S. ° s ELCO 1/4" 1-1/4" 1" 4° HINGEDETAIL SIRIKEPIATEDEIAIL � 2X buck masonry 2X buck masanry °�'�' A� m a ITW 3/16" 1•1/4" 2-5/8° 1.1/4° cwc.ar. LFS ¢ ow�x�xc rn., m � FL-6993.1 0 a s�r 5 oF 6 � 5 d t � e �� � :n - ��-4.656"--�{� `�^ `m 4 I ��u5m cyo moZ :z ^ ^ � �°u ai 1� ci Q O j=�;o vd BILC OF MATER1AiS -� � � O O . ��� s om�t�_ E IIEM DESCR(PAON ' MATER►AL � ��o a"� � DOOR SKIN.095"MIN.THK.FlBERGLA55 BY THERMA TRU F I B E R G L A S S � W O O D F R A M E '��•o9T' o =S�o��'� W I T H Y I E I D S T R E N G T H F y(M I N)-6,0 0 0 P S I 2 0 z 2 2 6 � 4 X 4 S f E E L D o o R H I N G E 9 o g� � 2 TOP RAIL 1.50"X.94"THERMA-TRU WOOD COMPOSfiE WOOD COMPOSfiE a'm d`a m�g 3 LATCH STILE/LOCK BLOCK THERMA TRU,LVL OR LSL&OAK 1.457"X 4.125" LVL OR LSL/OAK m � •�� � 4 HINGE STILE REMA-TRU,LVL OR lSL&OAK 1.45T'X 1.50' LVL OR LSL/OAK ; ,� �� 5 BOTfOM RAIL 1.50"X.94"THERMA TRU WOOD COMPOSRE WOOD COMPOSRE g 6 POLYUREiHANE FOAM 1.91bs.DENSIiY POLYUREfHANE 1.734" �, 7 SHORT REACH COMPRESSION WEATHER-STRIP THERMA-TRU FOAM � �%? ��4.625' "? 8 LONG REACH COMPRESSION WEATHER-STRIP THERMA TRU FOAM -'-I '990' �� r+—2.2D3" �o �t 9 4"X 4"HINGE.69T'THK. ERMA-TRU STEEL ����� °�n s�^ 10 #10 X 3/4 PFH WOOD SCREW �- I"�LLii%%%%%�i/�f�i"--��� � �3 11 #10 X 1"PFH WOOD SCREW STEEL U� r �o 12 #10X7'PFHWOODSCREW STEEL DOORBOITOMSWEEP � OUISWINGBUMPFACE � �a 1$ #8X2-1/7'PFHWOODSCREW STEEL 29 19 iFveshold �m � ov , 14 1/4"X 2-314"PFH ELCO OT ITW CONCREiE SCREW STEEL i w '� .. � � 15 2X BUCK SG>=0.55 WOOD � �o � m � � ¢ 0 o ��- �6 M A S O N R Y-3,1 9 2 P S I M I N.C O N C R E f E C O N F O R M I N G T O A C I C O N C R E T E a �o � I 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 .592" a a 17 1/4"MAX.SHIM SPACE WOOD � �m 18 KWIKSEf 51GNATURE SERIES PASSAGE LOCK 19 ONE PIECE BUMP FACE THRESHOLD THERMA-TRU ALUM./WOOD � a � 20 HEADER 4.656"X 1211" ERMA TRU,PONDEROSA PINE WOOD �981"�^ 7� - � 21 1/4"X 1-3/4"PFH ITW CONCREiE SCREW STEEL � ^ � �(' �' 72 HINGE JAMB 4.656"X 1211" ERMA TRU,PONDEROSA PINE WOOD � =° 23 KWIKSEf SIGNATURE SERIES 780 DEADBOLT - � WEATHERSiRIP a WEAIHERSTRIP � z STEEL shortreach Longreach o 0 q 24 #8 X 2"PFH WS � � 26 STRIKE JAMB 4.656"X 1.211" HERMA TRU,PONDEROSA PINE WOOD N �, � 27 STRIKE PLATE STEEL o � 28 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM./WOOD/VINYL � � 29 DOOR BOTfOM SWEEP VINYL � � � 30 1/4"X 3-3/4"PFH RW CONCREfE SCREW STEEL 5.750" � � g 31 1/4"X 2-1/4"PFH ITW CONCREfE SCREW STEEL a �W = 32 1X BUCK WOOD � �¢ ; 33 DOOR PANEL-SEE DOOR PANEL DEfAIIS SHEE�FOR CONSTRUC110N DEfAILS � �° m •e 34 3/16"X 3-1/4"PFH ITW CONCREfESCREW STEEL " .-Z � 9 35 1/4"X&1/4"PFHIiWCONCREfESCREW STEEL 7� � wrc 4 fo oe o I 5� N.T.S. s �Sadde�thrashold INSWING p;ya art AL m � gcxw en LFS 3 n DfLIN7NG NOa � o FL-6993.7 0 S sN�r 6 OF 6 N — — � � �