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20-22591
CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 22591 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 22591 Address: 3410 MALACHITE DR Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: ALUMINUM PACKAGE Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: EMERALD POINTE RV RESORT Est. Value: Parcel Number: 24-26-21-0020-00000-0290 Improv. Cost: 76,000.00 _OWNER INFORMATION Date Issued: 3/17/2020 Name: PAINTER JERRY L & JEAN Total Fees: 832.50 Address: 210 IRON WOOD CIR Amount Paid: 832.50 CROSSVILLE, TN. 38571-0235 Date Paid: 3/17/2020 Phone: (931)248-9245 Work Desc: 650 SQ FT SCRN RM/EXTEND SHED & RM ADDITON & BATH CONTRACTORS APPLICATION FEES SUNSTATE ALUMINUM INC BUILDING FEE 630.00 CARLYLE ELECTRIC ELECTRICAL FEE 67.50 . CAeA-PI-M PLUMBING FEE 67.50 BAHR'S PROPANE GAS &A/C, INC. MECHANICAL FEE 67.50 bC,s Inspecti6i is Required FO TER 2ND ROUGH PLUMB MI C INSULATION CEILING 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 performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONT C OR SIGNATURE PERMIT OFFICOR PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received r S i7 2 y Phone Contact for Permitting /J �j l Owner's Name tb%'/ Q/n / � - Owner Phone Number -.2 T' Owners Address Q ./� ,�� �SS LjJ�� l'rV O3-w57/ ner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address /� � �J? /' �} JOB ADDRESS 3y/t� //1,? X / y", , 'J,J /`I r7/ �qL J J vLOhT# / SUBDIVISION `/ Ql� PARCEL ID#-`%��-"o�� -low -0%100 `c9zI _ (OBTAINED FROM PROPERTY TAX NOTICE)DEMOLISH WORK PROPOSED e NEW coNSTR®/ ADD/ALT SIGN INSTALL REPAIR PROPOSED USE = SFR = COMM = OTHER TYPE OF CONSTRUCTION = BLOCK = FRAME = STEEL Q p DESCRIPTION OF WORK BUILDING SIZE SQ FOOTAGE J HEIGHT C� TI"1"f"IT19®J�ITIT1�Pf�I�fY1TfTrmi®�rYPPfTI'°`I"r�rTIT1TT'{9�P�F'Tl"4�fT�P'P'fY.�f rl"'tP�IT1"9T =BUILDING $�/.0 01) VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ l� AMP SERVICE Q 'PROGRESS ENERGY Q W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION 44- qGAS J SPECIALTY FINISHED FLOOR ELEVATIONS ROOFING 0 FLOOD ZONE A�RFA OTHER . =YES N� 4::�. . . . . ......- ��...P.4.�.._..��...-7... . •. • • 0�•L�f 00 BUILDER /wr ?` SIGNATURE f� G/,1I��/J" REGISTER Y/ N FEE CURREN /' Y`/N / �V Address I% License# Crb�l. /a r �y �V�✓�t(�� ELECTRICIAN /' rUN/7 C J COMPANY GL! Y PG I/ G art J SIGNATURE REGISTERED �/ Y/ N FEE CURREN Address �U,. cti?S l Cyt� ( 1 s 1 r S 33Sdl�� License# �C 13LI 6 0? / OMP (p PLUMBER /�j�„ CANY /Lf �[ rr C-41- /�YQ I 64 SIGNATURE /� /� REGISTERED Y/ N FEE CURREt, Y/N Address 7 br e l / / License#MANY `/ MECHANICAL � vv� 7c, `R IST RED Y/ N FEE CURRE� 'Y/N/C SIGNATURE �//� / Address 41z f�4 Ad t/ l 33s r License# D/l3 Z Q OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address License# IIIIIIIIt111I11111111111Illtlllllllllllltllt11111111111III11111I1It 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 subdlvisionsAarge projects COMMERCIAL Attach(2)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. Directions: ions: 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 (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW i 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 resporisibility 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 tie 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. TRANSPORTATION 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 Water/Sewer 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'SIOWNER'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 1,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 iManagement 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 IAgency-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 W"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 wor i k ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S.117 03) i , OWNER OR AGENT ` CONTRACTOR. Subscribed and sworn t (or affirmed)b fore me this Subscribed and sworn to(or affirmed)before me this by by Who islare personally known to me or haslhave produced Who Is/are personally known to me or has/have produced as Identification. as Identification. , Notary Public Notary Public Commission No. Commission No. I Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped i INSTR#20200417 1 2 OR BK 10067 PG 27 5 Page 1 of 1 03/10/2020 12:26 PM Rcpt:2143191 Rec:10.00 QS:0.00 IT:0.00 Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller r FBC Flans Florida &Engineering Rutldin 6272 Abbott Station Dr. J g Petmk No.11.0141 Pence!ID No Code 2ephyrh�il�b/,�1FL 33542 NOTICE OF COMMAENCEMEN1T1'/"�/1l n state of / l/)Yt ��. Casty o1 THE UNDERSIGNED hereby picas notlos that improvwnerk w(l be mods to aMln raw proF.rty,and in sow lorida rdarm with Chapter 713,F StcWtes, the tolowhrp intormadan is provIdad in Ws Notice of at _aZ —600?o '" tiL! L)'t�caZ 7 d 1. Desp(ptian of Properly:Pared No. SheMAddrosa: r IG s 2. tletwel Description of improvement l ` 1� Cr "4, 3. Owner Irtamurban Of Leampfarmawn ! "the-lessee caNrsci ed for the i pvuement: - yP r �•Y / f `� r— c-!i A Address j City erty: stria Interest in Prop r _ ' Nome of Fee Simple TWebt MK. (B dlfre m from Owner es(ed above) Address L !` <'✓S Sate 4. Contractor Saba Cotttracta's TeNphate No.: !J :z&-� V 5. Surety: Name Address City State Armored of Bond:S Telephone No.: e. Lender: Name Addrees city state Lender's Telephone No.: 7. Persona►I tkt the State of Flafda designated by the owner upon whom noeoas or other documents may be served as provided by Section 713.13(1)(s)()`.Florida S(atutee: Name Address City sate Telephone lumber of Desipnsted Person: 8. in addleort to hhfssM the owner des(pnates of to rscetw a a"of the Uator's Notice as provided In Section 713.13(1)(b).Floods Statutes. Telephone Number at Person or Entity Designated by Owner: 9. Expiration date of Noece of Can"MO nsat(the expiration date may not be bdore the campb8on of am*uadw and final payment tO the contractor,but wi/be ens yaw ham die data Of nreord tp utdesrt a dlf rod dots{a spleffla): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRA11ON OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713 PART 1 SECTION 713.13 FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A No-W OF COMMENCEMOO MUST BE SULT VON YOUR AND ER ORRDA ON N ATTO JOB RNEY BEFORE SITE CCOOMMENCINGTWORK OR RECORYDIING Y NTENDNOTICE OBTAIN ENT. �perfiuy daGete that I have road the f ragokq acbm of cemrommned and �rvMrlop dtaretn ere true to the best STATE OF FLORIDA p ' COUNTY OF PASCO that s staled S~of Owner or Lsssee,or owners or Lessaws Authorized oNPeraatManeger ',Sfpaloty's Twee / The rareooitrp rxntruntent was adewnnledged before me this dy o: t Arr;C 20?L�y ; as (type of aut orhy.e.%.015cer,.tnntee,soomay h feet)nor (name of patty on behel of whom hsinsnentwas executed). Petsataly Knew O Q$Produced Identifft on 4�) Notary Sfg WuM eatl Type Of Idkom PmAsoed / e Y1/i ✓6V el -Name(Pdnt) fir`,Grrc E'r15c .. NO.wry puylo SUM of Florida '�`� Na J B(O*ln GG ITO 3D my '� O?l18r2DR2 3098 . 1 \ State Of Florida,County Of POO* the foregoing Is* This IS to Certify thatdocument true and correct COPY Of the on file or of Public record In this office. Witness MY hand and official Seal this In 2 G _jAtkld��y of -a�,Q Nikki,Alvarez Sowles,Esq.,Clerk&COMPtrOHer Pasco County, -iorlda% -.1887 Deputy Clerk CITY OF / / / / BUILDING ZEPHYRHILLSNOTICE DEPARTMENT OF ADDITION OR CORRECTION D • NOT REMOVE ADDRESS Z11--.9 PERMITf zz_ p THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before the job will be accepted. It is unlawful for any Carpenter,Contractor,Builder,or other persons,to AFTER CORRECTIONS ARE MADE CALL cover or cause to be covered,any part of the work with flooring,lath,earth or other material,until the proper inspector has had ample time to approve 780-0020 FOR RE-INSPECTION the installation. OFFICE HOURS 7:30AM-4:30 PM MON.-FRI. INSPECTOR FORMS FLORIDA BUILDING CODE, ENERGY CONSERVATION Residential Building Thermal Envelope Approach FORM R402-2017 Climate Zone 0 Scope:Compliance with Section R401.2(1)of the Florida Building Code,Energy Conservation,shall be demonstrated by the use of Form R402 for single-and muitiple-family residences of three stories or less in height,additions to existing residential buildings,alterations, renovations and building systems in existing buildings,as applicable.To comply,a building must meet or exceed all of the energy efficiency requirements on Table R402A and all applicable mandatory requirements summarized in Table R402B of this form.If a building does not comply with this method,or by the UA Alternative method,it may still comply under Section R405 of the Florida Building Code,Energy Conservation. fl PROJECT NAME )P,4//VrE-/?_ +Z1P17-t1>,AJ BUILDER: AND ADDRESS: 3q10 A14JO CA 01e- Dr- Sanv��,ff U OWNER: PERMITTING OFFICE: Zej,Ayrhoi!5, 61- JURISDICTION NUMBER: Te-rr " J-Cr-n 11in7-e,- PERMIT NUMBER: Sql General Instructions: 9 1.Fill in all the applicable spaces of the"To Be Installed"column on Table R402A with the information requested.All"To Be Installed"values must be equal to or more efficient than the required levels. 2.Complete page 1 based on the"To Be Installed"column information. a.Read the requirements of Table R402B and check each box to indicate your intent to comply with all applicable items. 4.Read,sign and date the"Prepared By"certification statement at the bottom of page 1.The owner or owner's agent must also sign and date the form. 1. New construction,addition,or existing building 1. 9 2. Single-family detached or multiple-family attached 2. a. if multiple-family,number of units covered by this submission 3. 4. Is this a worst case?(yes/no) 4, A)Q 5. Conditioned floor area(sq.ft.) 35-1 6. Windows,type and area 1/0 a) V-factor. 6a. b) Solar Heat Gain Coefficient(SHGC) 6b. c) Area 6c. 7. Skylights a) LI-factor b) Solar Heat Gain Coefficient(SHGC) 7b. 8. Floor type,area or perimeter,and insulation: a) Slab-on-grade(R-value) 8a. b) Wood,raised(R-value) 8b. c) Wood,common(R-value) 8c. d) Concrete,raised(R-value) 8d. a) Concrete,common(R-value) Be. S. Wall type and insulation: a) Exterior: 1. Wood frame(insulation R-value) sal. f4i 3.5 13 2. Masonry(Insulation R-value) 9a2. R13 b) Adjacent: 1. Wood frame(Insulation R-value)' 9bI. 2. Masonry(insulation R-value) 9b2. 10. Ceiling type and insulation a) Attie(Insulation R-value) I Oa. b) Single assembly(Insulation R-value) 1 Ob. R-- 34 11. Air distribution system: a) Ductlocation,insulation b) AHU location 11b. c) Total duct leakage.Test report attached. 11c. I m/1 oo S.f. Yes 13 No El 12. Cooling system: a)type 12a. b)efficiency 12b. 13. Heating system: a)type I sa. t5W I 51-141Cv b)efficiency I 3b. 14. HVAC sizing calculation:attached 14. Yes 171 No 171 15. Water beating system: a)type 15a. e-XI 5 77 A,14- b)efficiency 15b. 1 hereby certify that t lsns and specifications covered by this form are Review of plans and specifications covered by this form indicate In compliance with e Florida Building de, ergy Conservation. comp-liance with the Florida Building Code,Energy Conservation.Before PREPARED BY 33-:,-6--120 construction is complete,this bull 51ng will be inspected for compliance in I hereby certi that this b4ilding is in compliance with the Florida Building accordance with I Sect! 5 3 ,F.S. Code,Energy Conservation. CODE OFFICIAL: OWNER/AGENT: Date: Date.,- FLORIDA BUILDING CODE-ENERGY CONSERVATION,6th EDITION(2017) FORMS TABLE R402A BUILDING COMPONENT PRESCRIPTIVE REQUIREMENTS' INSTALLED VALUES Climate Zone I Climate Zone 2 Windows U-Factor=NR U-Factor=0.40' U-Factor SHGC=0.25 SHGC=0.25 SHGC= Skylights U-factor=0.75 1.1-factor=0.65 U-factor SHGC=0.30 SHGC=0.30 SHGC= Doors:Exterior door U-factor=NR LLfactor=0.401 IJ-factor-- Floors: Slab-on-Grade NR NR Over unconditioned spaces' R-13 R-1 3 R-Value= Walls':Ext.and Adj. Frame R-13 R-1 3 R-Value= Mass Insulation on wall interior R-4 R-6 R-Value= Insulation on wall exterior R-3 R-4 R-Value= Ceilings' R=30 I R=38 R-Value= Air infiltration Blower door test is required on the building envelope to verify leakage<_I ACH; Total leakage=ACH test report provided to code official. Test re ort attached? Yes No El Air distribution systems: Air handling unit Not allowed in attic Location: Duct R-value R-value 2'R-8(supply in attics)or 2t R-6(ail other duct locations) P-Value Air leakages: Duct test Postconstruction test Total leakage<<4 cfm/1 00 s.f. Rough-in test Total leakage 4 cfm/1 00 s.f.(air handier installed) Total leakage cfm/1 OGs.f. Total leakage!�3 cfm/1 00 s.f.(air handier not installed Test report Attached? Yes No F1 Ducts in conditioned space Test not required if all ducts and AHU are in conditioned space Location: Air conditioning system: Minimum federal standard required by NAECAI: Central system 5 65,000 Btu/h SEER 14.0 Room unit or PTAC EER[from Table C403.2.3(3)] SEER Other: See Tables G403.2.3(1)-(1 1) SEE Heating system: Minimum federal standard required by NAECA6: Heat pump 65,000 Btu/h HSPF 8.2 HSPF= Gas furnace,non-weatherized AFUE80% AFUE= Oil furnace,non-weatherized AFUE83% AFUE= Other: Water heating system(storage type): Minimum federal standard required by NAECAI: Elentrie 40 gal:EF=0.92 Gallons= 50 gal:EF=0.90 EF= Gas fired' 40 gal:EF=0.59 Gallons= 50 gal:EF=0.58 EF= Other(describe): NR=No requirement. (1)Each component present in the As Proposed home must meet or exceed each of the applicable performance criteria in order to comply with this code using this method. (2)For impact rated fenestration complying with Section R301.2.1.2 of the Florida Building Code,Residential or Section 1609.L.2 of the Florida Building Code, Building, the maximum Wactor shall be 0.65 in Climate Zone 2. An area-weighted average of 17-factor and SHGC shall be accepted to meet the requirements, or up to 15 square Ceet of glazed fenestration area are exempted from the U-factor and SHGC requirement based on Sections R402.3.1, R402.3.2 and R402.3.3. (3)One side-hinged opaque door assembly up to 24 square feet is exempted from this U-factor requirement. (4)R-values are for insulation material only as applied in accordance with manufacturer's installation instructions. For mass walls, the -interior of wall" requirement must be tuet except if at least 50 percent of the insulation required for the"exterior of wall"is installed exterior of,or integral to,the wall. (5)Ducts&A RU installed"substantially leak-free"per Section R403.3.2.Test required by either individuals as defined in Section 553.993(5)or(7),Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(t),(0 or(i),Florida Statutes.The total leakage test is not required for ducts and air handlers located entirely within the building thermal envelope. (6)Minimum efficiencies are these set by the National Appliance Energy Conservation Art of 1987 for typical residential equipment and are subject to NAECA rules and regulations. For other types of equipment. see Tables C403.2.3(1-1 1) of the Commercial Provisions of the Florida Building Code, Energy Conservation. (7)For other electric storage volumes,minimum EF=0.97-(0.00132*volume), (8)For other natural gas storage volumes,atininiurn EF=0.67-(0.0019*volume). R-56 FLORIDA BUILDING CODE—ENERGY CONSERVATION,6th EDITION(2017) I (Contract Page No. of Pages 66�a©v- — Va` SUN STATE BUILDERS_ , LLC �`6154 F0ITKing Ftd. ZEPHYRHILLS, FL 33542. (913) 997-3117 PHONE D7Z STREET1/� JOB NAME j CITY,STATE and ZIP CODE �J JOB LOCATION ARCHITECT DATE OF PLANS J08 PHONE l �C/ We hereby submit specifications and estimates for. LZ �X 4!� �X �� Ole 4 � _........................ ....__.__..._. We prap l! hereby to furnish material and labor—complete in accordance with above specifi ations,for the sum of: dollars($ ). Payment to be made as follows: Any balance over 45 days subject to 1.5%per month interest. All material is guaranteed to be as specified.All work to be completed in a workmanlike manner according to standard practices.Any alteration or deviation from above specifications Authorized involving extra costs will be executed only upon written orders,and will become an extra Signature charge over and above the estimate. AO agreements contingent upon strikes,accidents or delays beyond our control.Owner to carry fire,tornado and other necessary insurance. Note:This proposal may be Our workers are fully covered by Workman's compensation Insurance. withdrawn by us if not accepted within days. 2creptance Of Contract—The above prices,specifications and conditions are satisfactory and are hereby accepted. You are.authorized�Signa _ r�vr to do the work as specified. Payment will be made as outlined above. Date of Amentarim: iaannafure ! F , Dajdd o !_ oj_ !- I-- I- -I- - ---I se : j I I I �>, ! �oF qAR .I i -- 0 6 --- elm r - - --- -- ! I � CCb Rk I I I --'--�---I----�- - - - --L-- - - - - - - - -' - - - - - - ------ -. ��4 �u/LAP Y /T - - C D pR - Y -3(h - - --; - — - i a n0 0 BCIS Home I Log In User Registration I Hot Topics Submit Surcharge Slats&Facts i Publications FBC Staff BCIS Site Map ,Links 'Search Florida f Product Approval USER:Public User Product Aooroval Menu>Product or Aoollcation Search>Aoolication List>Application Detail FL# FL17822-R3 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived E_1 Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Stephen Brooks Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 255 sbrooks@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 190Q SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M. Urich, PE C7 Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2011 ASTM E1300 2004 Equivalence of Product Standards Certified By JI affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity OYes ONo ON/A https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt2ZOX6B2Yl UoTI E... 1/9/2018 Page 2 of 2 FL17822 R3 COC 6thEdFBC-FL17822.r)d Product Approval Method Method 1 Option A Date Submitted 09/06/2017 Date Validated 09106/2017 Date Pending FBC Approval Date Approved 09/10/2017 Summary of Products FL# F--d-1,Number or Name Description 17822.1 SH-610 Vinyl Single Hung SH-610 Vinyl Single Hung,Non-Impact Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17822 R3 C CAC CAR 138-1350.pd Approved for use outside HVHZ.Yes Quality Assurance Contract Expiration Date Impact Resistant:No 06/17/2019 Design Pressure:+35/-35 Installation Instructions Other;Max,size 53 1/8"x 76",Fin, Flange, DP+./-35 PSF. FL17822 R3 11 CWS-1099A(SH-610, NI DP35),pd Glass complies with ASTM E1300-04. Verified By: Lucas A.Turner PE-58201 Created by Independent Third Party:Yes Evaluation Reports FL17822 R3 AE EvalRep CWS-1099A(SH-610. NI, DP35),pd Created by Independent Third Party:Yes 17822,2 SH-610 Vinyl Single Hung,Non- Max.size 53 1/8"x 76",Fin,Flange,DP+/-35 PSF. Glass I Impact complies with ASTM E1300-04. Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17822 R3 C CAC 138-1392CAR.i)d Approved for use outside HVHZ:Yes FL17822 R3 C CAC 138-1393CAR.pd Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+35/-35 06/17/2020 Other: Installation Instructions FL17822 R3 11 CWS-1099C.pd Verified By: Lucas Turner,PE FL PE 58201 Created by Independent Third Party:Yes Evaluation Reports FL17822 R3 AE EvalRenorl:1099C.od Created by Independent Third Party:Yes Back tdext Contact Us 2601 Blair Stone Road.Tallahassee FIL 32399 Phone:850-4B7-162 The State of Florida is an WEED employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Star ernen ::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record:If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click bffp—. Product Approval Accepts: LF21-1-11 0 NipFCM1E_tM. Credit Card Safe https://floridabuilding.org/pr/Dr—app—dtl.as-px?Param--WGEVXQwtI)qt2ZOX6B2YlUoTIE... 1/9/2018 SINGLE HUNG-NON-IMPACT GENERAL NOTES- (SHOWN WiDIFFERENT 0 IONS) "THE PRODUCTSHOWN HEREIN IS DESIGNEDANDMAN UFACTURED VONDOWSYSIgMs 0 COMPLY THE FLORIDA BUILDING CODE t T CURRENT EDITION. 1900SW44TH AVE 64k OCAA FLOFUDA34474 • FLANGE WIDTH Z GLAZING OPTIONS:(SEE SHEET 2) www.CwScC FLANGEWIDTH UNITA STANDARD VVITH k GLASS 37' •UNIT 8 STANDARD WITH J'GLASS MAXUNFrWDTH MAXUNrrVVIM 610 PVC .,41' 3.CONIFIGURAT[ONS:"CDC'. SINGLE HUNG cuss nth 4.DESIGN PRESSURE RATING' NON-IMPACT GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND A GLASS TABLES ASTM E-13D044. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER n 3 ai 1NI"LTRATIONTEST PRESSUREAND GLASS TABLES ASTMS-13DD-04. 5.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED FLANGE 7" 344 IN THEDESIGN OF THIS PRODUCT.SEE SHEETS F,7 FORANCHOR HEIGHT GLASS DLO 0 1— DETAIL*-NNOLOAD DURATION FACTOR C&I.5 WAS USED FOR w WOODANCHOR CALCULATIONS. z B 0 E3 0 O DJ &NOTAPPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE WMAX C SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION, g IT HEIGHT MAX T.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM 2: UNIT SEALANT USED AT FIXED MEETING RAIL AND JAMS, HEIGHT 1110 &SERIES I MODEL DESIGNATION SH-510. C 9-THE DESIGNATION X AND 0 STAND FOR THE FOLLOWNG: v ¢z x S X-OPERABLE SASH,0=FIXED SASH x 4;11�1 jj�OREW;�ll ........ MAX 344. 10-SECTION CALLOUTS APPLY To ALL ELEVATIONS IN SIMILAR .. SASH HVSKr 7 GLASSOLO LOCATION. 'vr N.5921, D tp'. — 11.EXTERNAL WEEP SLOT=114 x I-lir LOCATED S'FROM BOTH ENDS. '_P 30 � % STATE OF i4US GLASSDLO C R I lt&z D Lucas A.Turner .......... A 2016-08-06 MAX ar{ 15:14-04.00 85/2016 LUCAS A.TURNER,P.E. FL�. Ss , UNIT A MAX SASH WIDTH FL,-_"G2.' AB RA 1239JABARAAVF_ 7NORTH PORT,FL 342as P, ,.:sc PH-M-380-1574 L . .. NO RTH 0 C I R 2 I,A TH H S A L 9 T PE' JAB PORT, G sc'N E A I 0 3 4 M4 P UNIT 13 SMEEf DESCRIPTIOM GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS MAX UNIT DESIGN PRESSURE IMPACT GENERAL NOTES&ELEVATIONS._1 REINFORCEMENT GLAZING DETAILS..........___9 SIZE I RATING RATING SJB 06/27/16 SECTION VIEWS - 3 53-1/8"x 76" 2115 WG—. EXMUSIONS SCHEDULE I +/_35 PSF ANCHOR SCHEDULE a NOTE_%___S 37"x 72' CWS-1099 0 INSTALLATIONDliTAILS SqNONE 7 SHEET I OF7 .. i i I wIIVDDw sY's•rEns 19DO S W 44TH AVE. OC4LA.FLORIDA 34474 W W W.CWS.CC B OVERALL a OVERAILL 'OVERALL 'OVERALL 610 PVC 6 ANNEALED 'TEMPERED -'ANNEALED -y'TEMPEREO fi AIRSPACE 2-AIRS ' 2 AIRSPACE ' 2AIR SPACE SINGLE HUNG NON-IMPACT 2 ANNEALED 8'TEMPEREO t6•ANNEALED 'TEMPERED SIKAFLEX 5520R m m SIKAFLEK552OR SIKAFLEX552 OR 29 S[KFECTGLAOR 2S SIKAF1EX 5520R H m Iii pURFECT GLA2E'H• 2fi PI GLAZE W _g�r PURFECT GLAZE ¢ 'GLASS BrrE a 1GLASS.- 0'GLASS BITE •GLASS BITE m } W W m -- Z 3 0 ¢ w m h z> oW z fL o <3 U Gi W �Z� GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPE D U m Q Z `�•��jDREtti a„� �•ovERAu �.y P, l� yANNEALEO `vVP.y\O ENSF•• �'. 76'AIRSPACE No BE= :P7 }r'ANNEALED %9% STATE OF .w� 26 SO(AFLEx 552 OR (�''�<O R N PURFECTGLAZE'H• TO GLASS TYPE E UNITED rquIIII����\ 70 37"x 72'UNIT SIZE --__ 4'G SSBf1E 8/5/2016 LUCAS A.TURNER,P.E. FL PE Y.55201 1239 JABARA AVE. NORTH PORT,FL 4288 I PH.941-3004574 SNEET fiEOGR�TKIft GLAZING DETAILS GLASS TYPE E • DRAWN BY: DAc SJB 06127/16 Owcx: aEvs CWS-1099 C SCALe SHEET 1:1 20F7 I INTERIOR �g® 13or37 WINDOWSYSTEMSS 2 14 130°SW 44TH AVE 4 9 2 OCAIlti FLORIDA 34474 WWW.CWS.CC 0 6'10 PVC o SINGLE HUNG 0 e e� OC�e NON-IMPACT 1 IN�pu�1�i m�N I F a a Elo 0 B e 30 i° m Y Y SECTION B-B NOTE LEFT SIDE SHOWS FIXED SECTION VIEW, 0 RIGHT SIDE SHOWS SASH SECTION VIEW. 3 m w n 4 rz O II II LL Pfl I w�5u �Ir—ll� 3 = �0 1 INTERIOR _ 'I WITHOUT 2115 REINFORCEMENT D m¢o t 0 ° "pI SEE CHART PAGE 1 Z D 7 II U I I I I ,`apyµ,nm+rrq•• � l u l � t�?R�W t•, WITH 2115 REINFORCEMENT Ijl �I ) I I � .�� cgy-.-,^ SEE CHART PAGE 1 I I I I 7 u u II If 11� 0 a9Q: STATE OF r�rU e 8/5/2D16 LUCAS A.TURNER,P.E. SECTION D-D FL PES 58201 t. d DEEP POCKET UNI-FRAME 1239JABARAAVE. NORTH PORT,FL34288 PH.9 41380-1574 SECTION VIEWS SECTION A-A SECTION GC Br'' °A ALTERNATE HD MEETING RAIL NOTES: SJB 06/27/16 AND UNI•FRAME -FIN FRAMEAVAILABLE FOR BOTH UNI-FRAME AND STANDARD FRAME TYPES. ow6A: - -880 BALANCERS AND DEEP POCKET UNFFRAME CWS-1099 C (H-6193)REQUIRED FOR LARGER SASHES.(NOT SHEET NOTE;ITEMS NOTSHOWN FOR CLARITY:3841 SHOWN IN SECTION B-8) 1:2 3 OF 7 I I I i I REM PART DESCRIPTION MA7ERIAL VENDOK 3fR' 1 N-6125 HEAD OUIERFRAME PVC AM37ne• FRAME CORNER CONSTRUCTION ^y�2 H-SUG JAMBSSILLO TERFRFRAME PVC ATN ❑ 3 H-6126 SAS OUfERFR, PVC ATN 1 2 3 WINDOW SYSTEHS'llyl/iX/Qf 4 H-fi132 SASH iIOEAAIL PVC ATN I 21116' S It 136 SASH BOTTOM RAN. PVC ATN 2 31a- 1900 SW 44TH AVE 6 H-6137 FIXED MEETING RAIL OCALA.FLORIDA 34474 PVC ATN 39116• I 1N6' 1116. WWW.CWS.CC 7 H•6I385ARH70P RAIL PVC ATN P 37J3' 8 5•b141 GLAZING SEAO PVC ATM G p 9 S-6143 SCREEN P PVC ATN I I u CORNER WELD(ALL3TOES) a ID 6(0 PVC 10 5.6143%NS QlONBLX PVC ATN �-t' t3ns' SINGLE HUNG IS P•S9HS tVSTP.gtDN SU1ANNYC AMESBUAY 12 P-50E6 WSTP g1DNBDLBMNYL AMESBURY I a57' IIII NON-IMPACT 13 SALANCERS•coNETAM FORCERTSS2 CALDWELL PVC FRAME HEADS JAMS �� 14 P-5392 SASJIRLTIATCH H-6125� PVC FRAME SILL INTERLOCK NYLON CASDWEU, H-6126 S-2001 m�n 15 P-5393 PIVOT CARRIER NYLON CALDWElL 5nS �o�co 16 P•S396 PIVOTBAR 5S CALDWELL $ 5/i6` 1318'—{ 314` n 17 P-3515 Mex5!$PHILFIAZWMTESMS STEEL FASTEHAL 11 a o q 14 F3028 SETRNG BLOCK Ttek RU SS ER FRANK LOWE 16/71 B' .050' -1— 9 51� t/i6ta FIXED Iv1F.ETING RAIL i— r .0T4' SLREWEOTOGFD?ER W7TH N Us ft1 a1.20 5.2001 3NTFRLOCK RAII ALUM ASCEND PVC GLAZING BEAD FIXED co 21 .H•2115 REINF HO FMR ALUM KEYMAIUC S-6141 (� PVC$ASH STOP PVC SCREEN ADAPTOR 78 p'' Z 22 5-2009 Loc TOP RAit ALUM ASCEND S-6142 SfiSm O 23 P-53H8.LOCKS NYUTN tAWRENCE 17l16' 2 i!d' 17116' ❑N 24 P-53E9'KEEPERS L N LAWRENCE 25 R5420 WEEP COVER NYLONM$M26 HOTMET SIUCOA'E TAUSEAL 1.2a0X5J8"X 5J8'OU PLUG ULTRAFAB1)76' S fL--. S C x U f� Ins I vts' uts o o w 29 P-539D HOLE PLUG NYLON 30 GIASS SEESHEEr2 PVC SIDE RAIL PVC SASH BTM RAIL U f6¢z 3i F-Rb38 SBX2-1/2 PHILTR1GStcc M-6132 1 PVC SASH FMR PVC SASH TOP RAIL SfEEl FFSTENAt H-6136 H-6137 SASH T at�t�t:xuq;r 32 P-3218.SCREEN FRAME ALUM FL4SCREFN �a p,11DRE..T�r 33 P-4754 SCREEN CORN NYfAN FLASCREFN I 9176' r1317_ �aP��\cEtJS'•�'�i 34 P-3228 SCREENSPUNE f ,�G,'Y. ,F'•,`•py' DAPA N. ;pQ 35 P-3029 SCREEN NFR No 5ffi01SUMMIT 35 P-3033 SCREENSPRINGS FLASCREEN 37 BALANCERS-CONSTANTFORCERTBSD ^•01 38 H-SS57 HD FIXED MEETING RAIL STATE OF :�4U` PVC VISION REINF,TOP RAIL O .A, 39 H-6193 UWFRAME.8808ALANCFAS PVC VISION 52009 "i a{. CORtO,.H•'ti'�`� 40 S-6216 UM-FRAMESfiLPOIXETiNE-RS Pvc VtSJON ����Sl�NAL 11Ga 37J76• Y O �'•a 41 5-6217 UM•FRAf4E 5CRE[tJ RETAINER PVC VISION {�Jt'rt m" 117n8'-1 ..y I i 13175� I ��••- 33 61572016 2 7116 2 7J$ I 1/1 6• E. f LUCASA.TURNER,P.E. 39116• f-`—ice;-0 0 7317.8• 7116' FL PE#56201 i239 JA8ARAAVE, o PVC StLt POCKET INSERT 7/16' NORTH PORT,FL 34288 ( 8-6216 PVC HD FMR REINF.HD FMR PH,g4I.380-1674 H-6157 H-2115 9FE ntSnRiPRntt F--1' 6DDSA-T5 If""j p BOM AND EXTRUSIONS PVC FRAM1IE ((Ig�..--rr�" H-6193 I' 7/1� vt6' R12� LINE ITEMS NOT USED; PVC SCREEN RETAINER25,29-3NOTE;ALL EXTRUSIONS ARE ALUM.6063-T6 UNLESS OTHERVVIS i NOTED. 5-6217SHEET 40F7 I I I I C9990m� WINDOW SYSTEMS ANCHOR®MOSPAN 1900 SW 44THAVE C MAX(TYP.) 4'MAK(TYP.) S'MAX O.C.(TYPJ OCALA,FLORIDA34474 5'MAX(TYP.) SEENOTE2 4'MAX(TYP.) SEENOTE2 WWW.CWS.CC 610 PVC 141n' SINGLE HUNG MAXD.C. ADC NON-IMPACT L O mPa O m N O p -ROUGH FRANE I r REcrD EMDG RAR '_GRAIL ONWINODWWIOTHS p W W m FF JA DYER37- cc IN 3'(TYP) 3'(iYP) 3',Y)J O w p z D X XON ORINSTALLS(TYP.) U p<Z ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) .•4��pNoiW INO SRiANCHORS PEW WEOf (� N. 58201 ;9 =ro5 - ^9'. NOTES: STATE OF ^O: 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILLANCHOR SPACING SAME AS HEAD. q'ONA;Ep�� 2.SHIM AS REQAT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS.MAX.ALLOWABLE SHIM STACKTO BE I/4'.USE SHIMS WHERE SPACEGREATER THAN I/16'IS PRESENT.LOAD BEARING SHIMS SHALL BE yZ CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOTALLOWED. j 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 8/5/2016 LUCASA.TURNER,P.E. 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 FL PE 58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARAAVE. NORTH PORT,FL 34208 S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM PH•941-3B0-1574 SPECIFIED IN TABLE 1,SHEET6. sN o lort B.ANCHOR EMBEOMENTTO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-1X BUCKS ARE ANCHOR SCHEDULE AND OPTIONAL NOTES ORAWNBY: DAM 7.AMINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,PFOR WOOD AND METAL. SJB 06/27/16 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BYTHE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE Gw a REYt SUBSTRATES SHALL MEETTHE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET S.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-1099 C 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUME. SHEET FMA/AAMA 100 FlN WINDOWS FMA/AAMA 200 FLANGE WINDDWS FMANJOMA 2 BOX WINDDWS FMA/AAMANYO 300 EXTERIOR DOORS 1:25 5 OF 7 i r J I LAIN.EMBEDMEN7 SUBSTRATE t BE ETABLEI -.,OTHERS W)NPOW SYSTEMS `L-1' TYPICAL HEAD ANCHORAGE SEETABLE 1 1/q"'MAX SHIM MINTAGE GIST. SUBSTRATE iSDO SW44TH AVE. )!IP114- E�IST. SEETABLEI 6�ABLES1 OCALA,FLORIDA 34474 114"MAX SHIM WWW.CWS.CC SUBSTRATE BY OTHERS i MIN.EDGE DtST, SEETAHLE 1 MIN.EDGE LE i DMENT 610 PVC PERIMETER BY TLLER LINT I IN9TAUATON ANCHOR SEETAHLEII SINGLE HUNG NStDEANDOU7 MAN.EMBEDMENT EE rABtE1 NON-IMPACT FL ALANTBENST FLANGE BY INSTALLER SHIM � LSea PERIMETER SEALANT PERtMETERSENJN7 ___ BY INSTALLER BY INSTALLER 7NSIDEAND OUT INSIDE AND OUT INSTALLATION ANCHOR SEALANTBEHINO SEE TABLE 1 FLANGE BYINSTALLER SEALANT BEHIND m FIN BY INSTALLER zo O INSTAUA17ON ANCHOR a HORIZONTAL SECTION C HOR20NTALSECRON r`n 3 w SEETADLEI --- 6 TYPICALFIN ANCHORAGE {I5� 6 TYPICAL JAMB ANCHORAGE "y o a • HEAD AND SILL SIMILAR FOR FIN INSTAIJ.ATNDN o a AAR OUS GEL IA*HEAD OF SEALANT NOTE ADDITIONALTHRU-FRAME ANCHORS(AS czc. ERIMETER O ALL INDICATED SHOWN IN DET.BIB)RE_ATMTGRAILFCRUNiT N 4 U ETWEEN FRAME AND SUBSTRATE WIDTHS OVER 37-,SEE SHEETS ANCHOR LAYOUT. F LERw 1/4"MAX.SHIMytnr rtrSEALANTBEHIND "" yrrrFLANGE BY INSTALLEPERIMETERSEAJANT N. Sam BY INSTALLERINSIDE AND OUTSUBSTRATE BYOTHER SEETABLEI A VERTICAL SECTION STATE 4F :��� 6 TYPNCALStIANCNGRACE ,S•COq�p•�G;i��`, NOSRLANCHORS REODIAED %{rrt40yNA�i�t1 y TAB LE I:APPROVED 3NSTALLAT70N FASTENERS 81512026 •FRAMETYPE 9USSTRATETYPE ANCHORTYFE MIN.EMB®MENT MIN.EDGE DiBT. FLANGE CONCRETE(2.0 KSI MIN) 3116"BW TAPCON L" LUCAS A.TURNER,P.E. PE FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCP MIN.) 3116"IT1N TAPCON 1" T FL PERIMETER SEALANT 1239 JABARA ARAA1 AVE FLANGE CONCRETE(ZSS KSI MIN.) 3/16"ELCO ULTRACON 1` V BY INSTALLER NORTH PORT,FL 342BB INSIDEAMDOU7 FLANGE GROUT-FILLED CMU(ASTM 0-60) 311S'ELCO ULTRACON I 1-114- 2-I)Z' D }{oWZON7ALSEO ION PH.94i-380.1674 3116"ITW TAPOON BOX FRAME INBTALIATION SHEET UE3CRIPTIOm FLANGE 2X MIN SOUTHERN PINE(Ga0.55) 1-31B" 7/6' OR ELCO ULTRACON SIMILAR POR SILLAND JAMBS FOR HOX INSTPLLATIDN FLANGE 2XMIN.90UTHERN PINE(G=0,55) m0WOODSCREW 1.3iB" 7/S' INSTALLATION DETAILS 16GAUGE(0.05(r)MIN.STEEL STUD E10.16 HILT?KWIK-FLEXOR ITW (FULL THREAD 7116' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.066' UP TO AND INCLUDING A BOX•FRAMEAPPUCATION IS ACCEPTABLE PROV7DEO: FLANGE aR>< SJB 06/27/16 11B"ALUM.(6063-T5 PAIN.)OR R10 GRADE 5 SELFTAPPINGI 'FULL THREAD " OWGC 6 FLANGE 116"STEEL(33 KSI PAIN.) DRILLING SCREW THRU 0,125" -MIN.1/4'FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED FIN 2X MIN,SOUTHERN PINE(G=M55) WI-0 WOODSCREW 1-71T 112' INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-1U99 C -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS xAt6; SHEET' NOTE:U NI-FRAME OPTIONS NOT SHOWNSHOWN FOR FLANGEWINDOWS. 12 6OF7 I 1'MI4114=S7MT {CAUi.YL}ItYt1!/Z�IV(�( j p . 19BOSW44THAVE.a,d1' EDGE GIST. OCALA.FLORIDA S4474 TYPICAL HEAD ANCHORAGE n° n,n I v".CWS.CC INSTALLATION ANCHOR311B'ELCOULTRACON ,d1-MIN.EDGE DIST. " " 610 PVC . p p SINGLE HUNG 'e�nnp SOUO CONCRETE `a¢ D - "•DCONTINUOUS DEL 1WBEAD OFUSSTRATESYOTHERS D D D+a,"�"• D ¢'D SEALANTAROUNA PERIME7FRn,ia n NON-IMPACT SFETABLE t.BHT6 p p D • DD ATALL WDICATED PO�*TS BETWEENTHEFRAMEANDUBRATE BY INSTPERIMETERSEALANT D" D V mIN.WBEDMENTBYINSTALLERSEALANTBEHINDINStDEAND OUT p BYIN3TAttER 'd mSEKLANTSEHINO FLANGE t/4 MAX SHIM PERIMETERSEAL SOLID CONCRETE INSIOEANDOUT SUBSTRATE BY OTHERS w m BYINSTALI.ER SEETABLEI,SHTG z m HOROONTALSECTION y-Oj 3 j 00 [Ell TYPICALJAMSANCHORAGE K o—y >m INSTALLATION ANCHOR S aO Z W 3116'ELCO ULTRACON gg oh g L3 K CONTINUOUS 081.11W DEAD OFSEAIANTAROUND N d,�•— U.INDICATED POWTSSBETWEEN THTHEERIMETER FAFRAME AND SUBSTRATE q o 3 N BY INSTALLER z O Qttf•MAIL SHB.1 1'MJN.-,I-- BY m<Z SEALANT BEHIND FLANGE iiatn+rrrr SY INSTALLER �7/4•MAX SHIM �a np : �Y DR6 r"tea PERIMETERS EALANi p,d a 7'MIN.EDGE DIST, tiVGp.'• GEN FlG`Py�� BY INSTALLER e v p° • d INSIDEAND OUT i D. D °D.y b. INSTALLATIONANCHOR N.SSY01 •=,9 pp 3'1VELCO ULTRACON ia" EMBRIOR FINISH - 'p•>ob-v6"-vD>"D �d'e e• v MIN.EDGE DIST. BY OTHERS ro'1D"D.o D"D p.p•a Q •d.'". I %9 STATE OF D.,o"D. oD o D D.o na ,n �p�+y,'" A•.24z`.. SOLID CONCRETEeD ob P. D= vD DOLSEALANTAROU OF +a a gFiS+�OR�D•.•G�'�� SEETABLEI SHT6 5 D D"D .° D aD•w ATALLLMCACATFDPOWtBBETWEEN an'"n" ��tS�ONA11 /\ 771EFRAMEADIDSUBSiRATE BYINSTALLER '` yy C\VERTICALSECTION •e y� TYPICAL SILLANCHORAGE ,4 N062LANCHORSREOLBRED 8/512016 p d LUCAS A.TURNER,P.E. SEALANTOEHINOFLANGE SOUDCONCNET'E FL PEW$8201 BY INSTALLER SUBSTRATE BYOTHERS 1239JABARAAVE. SFETABLE>.SHT 6 NORTH FORT,FL 34288 PERIMEIERSEALANTBY INSTALLER WOOOSUPPORTBYOTHERS PH.941-380.1574 INSIDEAND OUT SHE D-CHIPTIMN HORIZONTAL SECTION INSTALLATION DETAILS c POURED WALL 7 TYPICALJA+MBANCHDRAGE-WODDSUPPORTS HEADANDSiLLSIMi1ARINOSLLANCHORS) DRAMIS• DA SJB 06127/16 Dwcm. R _NOTE.INSTALLATION ON THIS SHEET ARE FOR SOLID POURED WALLS USED CWS-1099 C SPECIFICALLY IN THE VILLAGES,FL OR FOR SIMILAR SOLID POURED SCAtE. NOTS'U NI-FRAME OPTIONS NOT SHOWN WALL INSTALLATIONS, J.1 SHEET 70F7 Florida Building Code Online Page 1 of 2 r t �E Business &-- Professionral Regulation BCIS Home I Log In I User Registration i Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links I-- . I [Search.� Florida dA,Omkr a Product Approval •% USER:Public User MnctUG:mJ EP,f:calf�m Product Approval Menu>Product or Application Search>Application List>Application Detail ° FL# FL12500-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Norandex Building Materials Distribution Address/Phone/Email 300 Executive Parkway West Suite 100 Hudson,OH 44236 (517)780-3185 Neil.].Sexton@saint-gobain.com Authorized Signature Neil Sexton Neil.J.Sexton@saint-gobain.com Technical Representative Neil J.Sexton,AIA Address/Phone/Email 803 Belden Road Suite 210 Jackson,MI 49203 (517)780-3185 Neil.J.Sexton@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Siding 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 Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Architectural Testing,Inc. Quality Assurance Contract Expiration Date 12/31/2018 Validated By John W. Knezevich,PE 21 Validation Checklist-Hardcopy Received Certificate of Independence FL12500 R3 COI 2017 01 COI Nieminen.odf Referenced Standard and Year(of Standard) Standard Year ASTM D3679 2011 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtD gvG4Aty 8UaHdEplS z... 1/9/2018 F • ' QoTwNITYIERD 4. PRODUCT DESCRIPTION: This Evaluation Report covers Norandex Vinyl Siding Systems in a variety of profiles and surface textures/ colors. This evaluation is limited to the specific product trade names referenced in this report subject to the Installation Requirements and Limitations/Conditions of Use herein. Brand Product Profiles Thickness American Classic American Classic Insulated Siding System D4,D5DL,D6 0.044" Cambridge Beaded 6.5 Beaded 0.048" Finish Works Board&Batten 0.044" Generations Thermal Core Siding D4,DSDL,D6 0.044" Great Barrier D4,D5DL 0.044" Polar Wall Plus! D4,D5DL,D6 0.044" Norandex Sagebrush D4,D5DL 0.050" Shenendoah 6.5 Semi-Beaded 0.048" Shenendoah T3 0.040" Sterling D4,D5,D5DL 0.044" Summit Manor D4,D4.5,D4.5DL 0.040" Woodsman Select D4,D4DL,D5,D5DL 0.042" 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This evaluation report is not for use in FBC HVHZ jurisdictions. 5.3 Refer to FBC 1405.14 for prescriptively permitted installations based on the wind speed (Vasa),wall-height and Exposure for the project and its location. For installations and/or locations exceeding the prescriptively allowable installations,limitations relating to design wind pressure resistance are outlined in Appendix 1. 5.3.1 "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination of project-specific design wind pressures. The MDP for the selected installation shall meet or exceed the design wind pressure requirement for the project for each pressure zone. 5.3.2 Tables are based on wall cladding design wind pressure requirements in accordance with ASCE 7-10, multiplied by 0.6(Pa,d)for allowable loads. 5.3.3 Use of Appendix 1 is limited to siding installations with sheathing on enclosed buildings(GC,i_±0.18), no load combinations (Kd = 1) and site conditions and location of the structure that do not meet all conditions specified in Section 26.8.1 of ASCE 7-10 (K,t= 1.0) at the stated maximum height. Analysis for buildings falling outside these constraints shall be on a project-by-project basis by a Florida Registered P.E. 5.3.4 Reference to "OK" indicates the system performance exceeds project requirements for that particular zone. Reference to "NO"indicates additional testing is required. 5.3.5 The dimension of Zones 4 and 5 (interior and end zones) shall be defined as 10% of the least horizontal plan-view dimension or 40% of the mean roof height, whichever is smaller, but not ,s less than either 4% of the least horizontal plan- $I 9 O view dimension or 3 feet, as outlined in Figure o a 30.4-1 of ASCE 7-10. Exterior Research and Design,LLC. Evaluation Report C13820.04.09-1-R3 Certificate of Authorization#9503 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL12500-113 Norandex Vinyl Siding Systems;(517)780-318S Revision 3:09/26/2017 Page 3 of 4 I 0 T 5.4 For existing substrates, the AHJ, may require fasteners be tested in the existing substrate for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. 5.5 All products in the wall assemblyishall have QA audit in accordance with the F.A.C.Rule 61G20-3. 6. INSTALLATION: 6.1 Norandex Vinyl Siding Systems shall be installed in accordance with ASTM D 4756'and recommendations of the Vinyl Siding Institute",subject to the Limitations/Conditions of Use noted in section S. 6.1.1 Unless otherwise noted, fastenelrs for vinyl siding are limited to min. 1%" long (min. %-inch penetration) x 0.125"shank diameter x minimum 3/8" head diameter galvanized roofing nails. 6.1.2 Unless otherwise noted nails shall engage the stud framing members. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Claremont, NC 9. QUALITY ASSURANCE ENTITY: Architectural Testing(QUA1844); (717)764-7700;www.archtest.com/vsi I -THE TWO(2)-PAGES THAT FOLLOW FORM PART OF THIS EVALUATION REPORT- D4756-15,Standard Practice for Installation of Rigid Poly(Vinyl Chloride)(PVC)Siding and Soffit,©ASTM. Complete information on the Vinyl Siding Institute can be found at www.vinylsiding.org. I I I Exterior Research and Design,LLC. Evaluation Report C13820.04.09-1-R3 Certificate ofAuthorization#9503 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL12500-113 Norandex Vinyl Siding Systems;(517)780-3185 Revision 3:09/26/2017 Page 4 of 4 t CL \ N y 0. c c � c c c m Z. a C. M o w n o_ n o o n v n N C ca. oo N a N' co v, � r U, 111 y y y N - C 7 fD CD' C z 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000000000000000000000 7C A 7C N 7C 71 71 7C 7C 7C 7C N 7C 7C 7C A 7C 7C 71z 71z 7C N 71 N N 71z A N 7C N N 7; 7C 7C N N N 7C N 7< N 7C p N 0. 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Login User Registration Hot Topics E Submit Surcharge I Stats&Facts-j Publications FBC Staff BCIS Slte Map Links Search Florida 4 �Product Approval Ia USER;Public User .s-- �4:U:rtelB;rr3 Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL4904-R8 -- -— _- Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived C Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago,IL 60185 (800)663-3667 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/15/2017 Date Validated 12/20/2017 Date Pending FBC Approval Date Approved 01/02/2018 Florida Building Code Online Page 2 of 3 Summary of Products FL# Model,Number or Name Description 4904.1 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S and O/S Single Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110 01 odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +76.0/-76.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL4904 R8 II FL0128.odf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R8 AE 514010A.odf 3'-0"x 6'-8"max nominal size.When large missile Impact Created by Independent Third Party:Yes resistance is required,hurricane protective system Is NOT required.See DWG-MA-FLO128-05 for details. 4904.2 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S and O/S Single Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110.02.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +70.0/-70.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL4904 R8 II FL0129.odf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R8 AE 514009A.odf 3'-0"x 8'-0"max nominal size.When large missile impact Created by Independent Third Party:Yes resistance is required,hurricane protective system is NOT required._See DWG-MA-FLO129-05 for details. 4904.3 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S and O/S Door w/or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110.01.1)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure: +55.0/-55.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R8 TI FL0128.1)df Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R8 AE 514008A.odf 12'-0"x 6'-8"max nominal size.When large missile impact Created by Independent Third Party: Yes resistance is required,hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG-MA-FL0128-05. 4904.4 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S Door w/or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110.02.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+45.0/-50.0 Installation Instructions Other: Evaluated for use In locations adhering to the FL4904 R8 II FLO129.odf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R8 AE S14007A.odf 12'-0"x 8'-0"max nominal size.When large missile impact Created by Independent Third Party:Yes resistance is required,hurricane protective system is NOT required on opaque panels,but is required on glazed panels. See DWG-MA-FL0129-05. 4904.5 Wood-edge Steel Side-Hinged Door 8'-0"Opaque O/S w/or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110.02.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2020 Design Pressure:+50.0/-45.0 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R8 II FL0129.odf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute 'iii'ne•/Iiznzn:r Flnri�a}ttti��inrr nrrt�rr�rtr a-- 1+1 e)ini1)ni 0 Florida Building Code Online Page 3 of 3 Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R8 AE 514007A.Ddf 12'-0"x 8'-0"max nominal size.When large missile impact Created by Independent Third Party:Yes resistance is required,hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG-MA-FL0129-05. 4904.6 Wood-edge Steel Side-Hinged Door 6'-8"Glazed I/S and O/S Door w/or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110.03.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant.No 12/31/2020 Design Pressure:+50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the FL4904 R8 II FL0130.Ddf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R8 AE 514008A.Ddf 12'-0"x 6'-8"max nominal size. When large missile impact Created by Independent Third Party: Yes resistance is required,hurricane protective system is required.See DWG-MA-FLO130-05 for details. 4904.7 Wood-edge Steel Side-Hinged Door 8'-0"Glazed I/S Door w/or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110.04.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2020 Design Pressure:+40.0/-45.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL4904 R8 II FLO131.Ddf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R8 AE 514007A.Ddf 12'-0"x 8'-0"max nominal size.When large missile impact Created by Independent Third Party: Yes resistance is required,hurricane protective system is required.See DWG-MA-FLO131-05 for details. 4904.8 Wood-edge Steel Side-Hinged Door 8'-0"Glazed O/S Door w/or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4904 R8 C CAC NI006110.04.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2020 Design Pressure:+45.0/-40.0 Installation Instructions Other:Evaluated for use in locations adhering to the FL4904 R8 II FL0131.Ddf Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute Zone,and where pressure requirements as determined by Created by Independent Third Party: ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports Structures,does not exceed the design pressures listed. FL4904 R8 AE 514007A.Ddf 12'-0"x 8'-0"max nominal size.When large missile impact Created by Independent Third Party: Yes resistance is required,hurricane protective system is required.See DWG-MA-FLO131-05 for details. 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Product Approval Accepts: ® eg6ni Credit Card .safe tni-tr�e•//iiniT<iT TIl�Y1�ni�ii�i��s�ry �r.+�++�v... ,+++« .�41 ....�_•n�..�_�___-!"�T'[TTT/�__�.T_�._7_-T....TT.T 1 �!t �/n/ring� 4) 149'MAX. OVERALL FRAME 07H 00 C)21" MAX 36.375" MAX, 0 SIDE-HINGED WOOD-EDGE STEEL DOOR UNIT D-L-0. PANEL WIDTH 37.5" MAX. 6'-B"DOUBLE DOOR WITHI WITHOUT SIDELITES WIASTRAGAL FRAME WIDTH cr--J, GENERAI N07ESES 0 0 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM Lt1 Lr) DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, In DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON 10 cJ3 OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN ACCORDANCE WITH SECTION 2220 OF THE FBC. Lu 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. CE 5. PLASTICS TESTING OF LITE FRAME MATERIAL ti TEST DESCRIPTION DESIGNATION RESULT I SELF IGNITION TEMP I-ASTM-D102" 740 7 > 650'F SMOKE 0 BURNING MOK,.E_ ASTM D635 0.77 IN/MIN DENSITY ASTM D2843 114% 1 TENSILE STRENGTH* I ASTM D638 7.507 DIFF COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 2,8 0 450D HOURS XENON ARC METHOD 1 0 m ZAMogn to NNAW� DOUBLE DOOR UN[T W/SIDELM CLI 91 U)In U)In Cefffil ON ND: 6 �:��..C>o in In U) z © cD 0 U 0 a_cn C) az 13 13 L3 13 13 M 13 M El Z) U) 0 al 1 0 S9 a f D o� � � � � � � �a a� � � �o � � � � 0 moz --- <m -000 13 0 0-0 0 ul C' 'fl2 IL cn c' J. SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT w1sjpELR s DOUBLE DOOR NTT W_/SIDELITES WRH SIDELITE WITH SIDEL T y "'HERE WATER INFILTRATION PERFORMANCE IS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN-PRESSURE DATE 7/7 1/05 TABLE OF CONTENTS CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING 6-je 6,jV stALL, N.T.S. X 37.5' +76.0 -76.0 +76.0 -76.0 + 90 -19.0 +55.0 -55.0 SHEET # DESCRIPTION xx 74" +55.0 - 5. +55.0 -55.0 +19. -19.0 +55.0 -55.0 nwc,ft sws 1 TypicAL ELEVATIONS & GENERAL NOTES OX or XO 75" +55.0 -55.0 +5 -55.0 +19.0 -19.0 �+55.0 -55.0 CIHK.BY' ".0 2 ANCHORING LOCATIONS & DETAILS OX0 111.5, +55.0 -55.0 +55*.0 +1 5 9.0 4 -19.0 KURT BALTHAZOR DRAY ND NO.: 3 ANCHORING LOCATIONS DETAILS -55-0 +55-0 -55.0 +5 Oxxo n+55.0 _55.0 +19-0 / -190 __- _-5 5.0 55 FLORIDA P.E. #56533 3 rl� Lo o 6" SEE DETAIL 3„ _I 6" J O �- 3,.� 31 IY � L o -j I 11 II I II 1 I I Q � I 6" 6"_I 6„ I — T —I 6„ 6 I— d II-- 6 3--11_ o o tt" a in Z U n _ N M, LL' L_ nr — O Pi — — ^n Z U L o p (3) ¢ a SEE DETAIL a A SEE DETAIL — A w w I — — SEE DETAIL B C w B 0 0 --� 6" &od cQi� 6" 3" a• y m�a � nb 3., I o 3" 3" —3" 3., 3" 3„ a Ir 6" d SEE DETAILT V)En U7 "F" 3333m Addendum tD IIAFII m m�m Cettifica6mt�.: o z Aedew�By. ¢ w DUMa GYlE, U,w�' oaQOf Of ASTRAGAL RETAINER BOLT HOLE (ni z #8 x 2-1/2" #70 x 2" #8 x 2-1/2" MUST BE DRILLED THROUGH =ow (n THE THRESHOLD & INTO THE �N00 OK #10 x 5/8" o STRUCTURE DEEP ENOUGH -- #8 x 2-1/2" FOR A 1.375" THROW _ #10 x 7" m � #10 x 5/8" w #10 x 3/4" DETAIL "F" ASTRAGAL #10 x 2" DETAIL "E" ASTRAGAL rn a FRAME DOOR IG (O/a`TEMP.class) ATTACH ASTRAGAL RETAINER BOLT Dow sss W\ AL OPSTEEL R BUTYL INSERT DETAIL "D" DETAIL "C„ STRIKE PLATE TO FRAME 1 UN•STEEL OR BUTYL SPACER AS SHOWN. 1/z DrrE w o m z TYPICAL J�6 X 1-1/2"PHS Jm� DATE: 7 "f 1 05 '•roc.: 1 0.9621 `'� SCALE-. N.T.S. 1.375 W `-J T ''• l' Dwc BY. SINSDow sss r.' •�:••y6 CHK.DY: DRAWING ND.: INSWING THRESHOLD OUTSWING THRESHOLD TYPICAL GLAZING DETAIL DWG-MA-W2S-05 SHEET 2 OF 3 L' SEE DETAIL 6" Q.: "E" SHT, 2 00 3 6" —3 0 -(o IT 6" 6" �6- 6- cc �t 0 Lu CL. IQ,SEE DETAIL d F In Lo D" SHT. 2 m co < :3 SEE DETAIL C, "C" SHT. 2 �I-T B r I LI 3- 3. 3- :�—6" SEE DETAIL "r SHT. 2 cr ATTACHMENT DETAIL 7c- tLl, I (n cn 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, En V) SIGNED AND SEALED BY LUIS R. LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS uj _j BEING CONSIDERED FOR USE. JAMB, HEAD, AND wM THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL 0 0 z SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR :3(n V) o LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". HARDWARE SCHEDULE ow0, WOOD SCREW EDGE DISTANCE MIN 3/4". 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. c''o'o FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO — 00w BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG 2. 4" X 4" FULL MORTISE BUTT HINGES CORRUGATED FASTENERS LOCATED 3" FROM EACH END AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 6' FROM EACH END AND MAXIMUM 12" D.C. 1.25" 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES M —MAXMIN z —MAX COME FROM MIN MA 0.25" ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM JI SHIM one 7/11/05 OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL CL Scmz- N.T.S. MINIMUM EMBEDMENT OF 1-1/4". MG.BY. SINS 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO CHK.BY; TRANSFER LOADS TO STRUCTURE. oHnmHo 5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCK TYPICAL MASONRY DWr- No-0128-05 ANCHOR INSTALLATION ANCHOR INSTALLATION SHEEP_,3_oF_j_ City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: J�. 541 &(- I�s Date Received: 6-- 2-6 Site: q I b & �I Permit Type: P-rn , e iv�144 d` ►7� t��n Approved w/no comments.❑ Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. /I . - 14AD a L- Kalvin Switze la s Examiner Contractor and/or Homeowner (Required when comments are present)