Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
20-22405
CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 22405 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 22405 Address: 6227 HUNTINGTON DR Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: SILVER•OAKS Est.Value: Parcel Number: 03-26-21-0120-00000-1310 Improv. Cost: 4,900.00 OWNER INFORMATION- "_ Date Issued: 2/03/2020 Name: ROWELL LARRY & DONNA Total Fees: 97.50 Address: 6227 HUNTINGTON DR Amount Paid: 97.50 ZEPHYRHILLS, FL. 33542 Date Paid: 2/03/2020 Phone: (813)782-4902 Work Desc: REPLACE 8 WINDOWS S/S CONTRACTOR S - APPLICATION FEES CARROLWOOD WINDOW & DOOR , INC. BUILDING FEE 97.50 Ins ections 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. CO OR SIGNATURE PERMIT OFFItYR PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER INSTR#202001 S4S9 OR BK 10047 PG 20 Page 1 of 1 02/03/2020 12:38 PM Rcpt:2131493 Rec:10.00 DS:0.00 IT:0.00 Nikki AlvarezSowles,Esq.,Pasco County Clerk&Comptroller Permit No. Parcel ID No 03-26.21-0120.00000-1310(CARD:001 OF D01) NOTICE OF COMMENCEMENT State of County of THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real property,and in accordance with Chapter 713.Florida Statutes, the following information Is provided in this Notice of Commencement: 1. Description of Property.Parcel Identification No.SILVER OAKS PHASE ONE PB26 PGS46.49 LOT 131 OR 8989 PG3663 Street Address: 6227 HUNTINGTON DR,ZEPHYRHILLS,FL 33542 2. General Description at Improvement REPLACE(8)WINDOW SIZE FOR SIZE 3. Owner Information or Lessee Information If the Lessee contracted for the improvement: LARRY ROWELL Name 8227 HUNTINGTON DR,ZEPHYRHILLS.FL 33542 FL Address City state Interest in Property: OWNER Name of Fee Simple Titleholder. (If different from Owner listed above) Address City State 4. Contractor. CARROLLWOOD WINDOW 8 DOORName 4L �y 6025 N US HWY 301 Tampa R ,r '�1 • .0 9¢ Address City Stale Contractor's Telephone No.: 813 621r7676 Sure jj 5. ry 1 ..'.r Name - - o � ri{m ' `-are LEo Address -. City State Amount of Bond:$ Telephone No.: 6. Lender. Name. Address .-. City state Lenders Telephone No.: 'Y 7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by'z,. Section 713.13(1)(a)(7),Florida Statutes: - Name Address City State Telephone Number of Designated Person: B. In addition to himself,the owner designates 'of— to receive a copy of the Uenors Notice as provided In Section 713.13(1)(b),Florida Statutes. Telephone Number of Person or Entity Designated by Owner. W W 9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment to the Q Z ) Q U contractor,but will be one year from the dale of recording unless a different date is specified): L W.LLI LL /Vka } WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF.COM'MENCEINENT 0 ARE RESULT CONSIDERED PAYINGPER TWICE FOR IMPROVEMENTS TNDER ORYOURPPROPERTY.nA NOTICE OF COMMERIDA NCEMENT MUST BE z = -_ JCL RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTE N FINANCING,CONSULT O O L¢LI W WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECO G R NOTICE COMMENCEMENT. �r Q Under penalty of per)ury,I declare that I have read the foregoing notice of�commenante that thffa t are true to the best 0. ryLtJ Z Jof my knowledge and belief. t3. 0STATE OF FLORIDA ® LLLiCOUNTY OF PASCO U 1 O O LPL ` ure of Owner or Lessee,or Owners or Lessee's Authorized } U O OtfieerlDirectodPartner=enager .� a mi Q ) 06yo.0f — U = rOj 0 Z signatory's TillerOf ice (— J DO 1►9 Q } U. Z 0 The foregoing instrument was acknowledged before me this ?day of Dec e-71.20�by �� LL W DO Z as of authority,e. .,officer,trustee,attorney in fad)for (— X O- Q � � L.L. S Q ....JJJ ,1 i (name t arty on bepalf of m instwrment was executed). ® LL! O O } 0 Personally Known�Q3 Produced Identification�`1\\\\�Q����t�S� nature ���� � c, U ) \ .•.•... p'Cp ��/► p A O to O Type of Identification Produced 1�,�1/ lid �••� QA► G FRINP►.,rSIERR ® I— Z W (f) *• �� _* N H H OUJ } a • ' m �5�,; 1FF847715 ?e C.h dp�i Oov o� �.�i�4a ��,,,; �•� ca` �tarocs/nraotiemmmmmeencom enLpC053048 STAZfIIIItI�H�� 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department $� ----- 7 -- — ------------ ---------Data-Received----- - - --- �-- - - --------------------- _ /� �-- Phone Contact for Permitting Owner's Name �ti`7 ✓�N � E�L Owner Phone Number Owner's Address G227 A=W&7aN 0 M. Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address 1 JOB ADDRESS (+�`Z�J�j/►l/Jt ' '-*V V Al &2. LOT# SUBDIVISION "rJ'Wf5e OAKS PARCELID# �2�^0� 1310 (OBTAINED FROM PROPERTY TAX NOTICE( WORK PROPOSED B NEW CONSTR e ADDIALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION QB'L1OCCK pQ FRAME STEEL Q 'DESCRIPTION OF WORK BUILDING SIZE SQ FOOTAGE HEIGHT ( UILDING $ /ldnw VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = WSLE.C. =PLUMBING $ 4 / =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING = SPECIALTY = OTHER �L� p � FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BU ILDER F� COMPANY PA REGISTERED S FEE C N Address (002;. t/rhiiY F 040 ucenss# C /25SS6S ELECTRICIAN COMPANY SIGNATURE F REGISTERED Y/ N FEE CURREN Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN I Y/N Address .License# OTHER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN LILN Address License# 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,Stonnwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisionstlarge projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Farms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Storrnwater Plans w/Silt Fence installed. Sanitary Facilities&1 dumpstar.Site Work Permit for all now projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. PROPERTY SURVEY required for all NEW construction. 94-54- Directions: 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 NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" wbi-chmay-be_more_testrictive_than_Couaty-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. 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$2,500.60 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/WastewaterTreatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. Department of Health 8t 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 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 work ceases for ninety(90)Consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subscribed and sworn to(or affirmed)before ma this d swo o(or fanned)b KWIC ra me m's by by �dt n cZc� a h Who is/are personally known to me or has/have produced Who is/are personally-ruro— tv�tTofas/have produced _as identification. C / as identification. ti ry Notary Public Notary Public Commission No. C 44 ission JACOUELINEBOGES 77 Name of Notary typed,printed or stamped Name of No '$y a n trl e#GG 276457 ro" Expires December 12,2022 ".»'p" Banded Tb v Troy Fain Insurance 800-385.1019 12/16/2019 Pasco County Property Appraiser Rowe-) g, Generalized Building Schematic 5 � .22 28 10 FEP01 1010. -22 22 31- At LWORK SHALL COMPLY WITH PREVAILING BAS01 0; )DES FLORIDA BUILDING CODE, I�f Ts©Iv ,ee Lf"CYNIC CODE, At:D THE Offy OF ISPHYRNIl 34 N 20 20 t i 11 .t.rt � 1s 1, FGROI 1 FVP l r .�,t�` IG� 24 PLAN +-1A M N https://search.pascopa.corn/sketch.aspx?pid=264206&bid=264206 1/1 I I L - - - -- -- - - - - j -- -- 1 �0 1 ;�: �'t S U � F � '� � � ,v .B >r � �,��,F•�.�.f���.^�t'S�"E� f i 1 -1 An f, , � I C : n � U , I I I I I ' : 1 r • , , : I I I i i f I ; t • i- - - - - - - - - T-------- - - - y-- -- - -- - --- , I I j ! i I I : I I � I ! : I I _ , : I : j I __.____..__--_..-- _ MAX.BUCK WIDTH MAX.BUCK WIDTH SEE TABLE 1 SEE TABLE 1 28' MAX.BUCK WIDTH 28" 12' MAX B,SEE MAX. O.C., SEE TABLE 1 2"MAX. 12" MAX B, D,SEE -y-I �— 4'MAX.O.C. B,SEE MAX. SHEET3 SHEET4 SHEET3 A, A,SEE SHEET 3 SEE 12- C.SEE / r 12MA J.— SHEET4 I SHEET3 / 17.867'MAX.O.C. - / �- 17.867'MAX.O.C. O MAX.BUCK I / -- 4'MAX. I MAX.BUCK HEIGHT SEE MAX.BUCK D.C. HEIGHT SEE ' T TABLE 1 HEIGHT SEE X TABLE 1 x 10"MAX.O.C. O TABLE 1 / 13.773'MAX.O.C. X — 10'MAA X.O.+F. C A� q-}++-3.773'MM'�-AX.O.C. • 6.1/2'MAX. / 6_1/2'MAX. B NO ANCHORS AT SILL ` B NO ANCHORS ATSILL f D 2'MAX. —;{ �— ) ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME, ELEVATION FOR TYP.EQUAL LEG FRAME, ELEVATION FOR TYP.FLANGE FRAME, EQUAL-LITE CONFIGURATION EQUAL-LITE CONFIGURATION PROVIEW/ORIEL CONFIGURATION (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) (COTTAGE SIMILAR) ' TABLE 1: GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT, Window Buck Size Relnf. Design Pressure Certification Configuration + VINYL SINGLE HUNG WINDOW Width Height Level ( )psf (-)paf (CAR)Number i 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE 40" 63" Equal-Ike R4 50.0 70.0 190-1022 REQUIREMENTS OF THE FLORIDA BUILDING CODE. 36" 62" Equal-Ike SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN 2)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1 X 36" 62" Std.ProView R4 50.0 50.0 190-1027 A BLOCK AND OBTAINING INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY DESIGN PRESSURES FOR TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR GREATER. 36" 67-9/16" Custom Sash THAT BLOCK SIZE FROM 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER 52-1/8" M. Equal-lite THE TABLE ON THIS SHEET. LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE ! RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). 52-1/8" 84" Std.ProView R1 50.0 50.0 190-1021 ! 3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING 52-1/8" 91-13/16" Custom Sash OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT.INSTALLATION 52-1/8" 84" Equal-lite ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS 52-1/8" 84" Std.ProView R2 65.0 70.0 190-1026 BEYOND THE SCOPE OF THESE INSTRUCTIONS. i•..1 I!��r l l;/, 4)MAX.1/4'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE 52-1/8" 91-13l16" Custom Sesh PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF `=,r�" ••• ''•�! TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE •= '�r�° SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 5)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE o VINYL SH WINDOW FPA(NON-IMPACT) 12/13/14 WINDLOADS CORRESPONDING TOTHE REQUIRED DESIGN PRESSURE.THE o i 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS o GENERAL NOTES 8 ELEVATIONS o m'� J ROSOWSKI GI -� / PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF _ -��. ' (7 1/r pI ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA CERT.OF AUTH.429286 ,';';�: •`.':.:. BUILDING CODE FOR CORROSION RESISTANCE. ; �?' ,r l"�n•r.I `G`,`•\ 1070 TECHNOLOGY DRIVE -+ N.VENICE,FL 34275 " - �$ A.LYNN MILLER,P.E. (941)-480-1600 SH-5400 NTS N 1 OF 4 ;z° FPA-5400.0 z° p,E.q 58705 t TABLE 2:ANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN Anchor Substrate Min.Edge Min. Anchor Substrate Min.Edge Min. Distance Embedment Distance Embedment #10 SMS P.T.Southern Pine(SG=0.55) 7/16" 1 8" 2-1/2"x.131"Common Nail P.T.Southern Pine(SG=.55) 9/16" 2-7/16" (steel,18-8 S.S. Steel,A36 3/8" 0.050" Max.DP of 50.0 or 410 S.S.) Steel Stud,A653 Gr.33 3/8" 0.0346"(20 Ga.) 2-1/2'x.131"Ring-shank Nail P.T.Southern Pine(SG=.55) 9116" 2-7/16" Max.DP of 50.0 Aluminum,6063-15 3/8" 0.0713" 14 Ga. 2-1/2"x.145"Roofing Nail P.T.Southern Pine(SG=.55) 9116' 2-7/16" #12 SMS P.T.Southern Pine(SG=0.55) 9116" 1318" P.T.Southern Pine(SG=.55) W4' 1-3/8" steel,18$S.S. Steel,A36 3/8 0.050 #10 SMS Aluminum,6063-T5 3/8" 0.0713"(14 Ga.) ( Steel Stud,A663 Gr.33 3/8" 0,0346"(20 Ga.) (Steel,I"S.S. or 410 S.S.) or 410 S.S.) Steel Stud,Gr.33 3/8' 0.0346"(20 Ga.) Aluminum,8063-T5 3/8 0.0713" 14 Ga. Steel,A36 318' 0.050" ' 3116"Ultracon P.T.Southern Pine(SG=0.55) 7/16" 1'V8" (Steel) Concrete(min.Z.85 ksl) 1" I've,- WINDOW SHAPES AS SHOWN BELOW OR Max.DP of 50.0 Ungmuted CMU,(ASTM C-00) 2-1/2" 1-114" ANCHOR NOTES: SIMILAR,MAY BE USED BY INSCRIBING THE P.T.Southern Pine(SG-0.55) 1" 1.3/8" GE-7700 OR SHAPE IN A BLOCK AND OBTAINING DESIGN 1)-UNGROUTED CMU'VALUES MAY DOW-791 PRESSURES AND ANCHORAGE FOR THAT BLOCK 1 1/4"Ultracon Concrete(min.2.85 ksi) 1" 13/4" SIZE FROM THE TABLE ON SHEET 1. + Steel Un muted CMU, ASTM C-00 2-1/2" 1-1/4" BE USED FOR GROUTED CMU SILICONE I (steel) 9 ( ) APPLICATIONS. Concrete(min.2.85 ksi 2-1/2' 1.9/4" 1/2'E TYP. ASS — WIDTH�{ WIDTH I►- —�{ �+— P.T.Southem Pine(SG=0.55) 1" 1.318" 2)PANHEAD,FLATHEAD OR EXTERIOR 7 fl HEXHEAD ARE ACCEPTABLE. • 1/4"Creteex Concrete(min.3.35 ksi) 1" 1 3!4" T ; (410 S.S.) Ungmuted CMU, STM C-00 2-1/2" 1-1/4" 3)ANCHOR LENGTH TO BE SO THAT Concrete min.3.35 ksi 2-1/2" 1-0/4" A MIN.OF 3 THREADS EXTEND w w w C7= BEYOND THE METAL SUBSTRATE. 1/4"A9gre-Gator Concrete(min.3.275 ksi} 1-1/2" 13rB' I w = i P.T.Southern Pine(SG=0.55) 1" t318" TYP.GLAZING DETAIL Ij 1w (18_8 S.S.) .S.) Un muted CMU, ASTM C-00 7' 1-1/4" 1 1 1 RAOIUSTOP ARC TOP + (EOUALLITE SHOWN) (PROMEW/ORIEL SHOWN) 314'NOM. —+{ 3I4'NOM. �- 7/8'NOM. 718"NOM. i 118"ANNEALED OR 3/16"ANNEALED OR TEMPERED GLASS TEMPERED GLASS 5/16"A/A PVB 5/16"A/A PVB 1/2"AIR SPACE 3/8"AIR SPACE 7/16"AIR SPACE 3/8'AIR SPACE j 1/8"ANNEALED OR 3116"ANNEALED OR 1/8"ANNEALED OR 3/16"ANNEALED OR TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS DURASEAL, DURASEAL, DURASEAL, DURASEAL, I SUPERSPACER SUPERSPACER SUPERSPACER SUPERSPACER f OR CARDINAL OR CARDINAL OR CARDINAL OR CARDINAL I XL EDGE XL EDGE XL EDGE XL EDGE GLAZING TYPES TABLE 4:REINFORCEMENT TYPES r Reinforcement REINFORCENT TYPE A REINFORCENT TYPE B REINFORCENT TYPE C I Upper Ute Lower Lite Level Bottom To Rai) Bottom Side VINYL SH WINDOW FPA(NON-IMPACT) 0 12/13/14. _ Rail P Rail Rails " GLASS/ANCHOR OPTIONS m J ROSOWSKI L� R2 C A A A CERT.OF AUTH.#29298 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 M. v �❑ A.LYNN MILLER,P.E. PVB INTERLAYER MANUFACTURED BY DUPONT INC.(AKA KURARAY AMERICA,INC.) (941)-480-1600 'v SH-5400 N NTS N 2 OF 4 z° FPA-5400.0 z° p.E.458705 i EDGE DISTANCE SHOWN INSTALLED SHOWN INSTALLED SHOWN INSTALLED _ THROUGH THE THROUGH THE THROUGH THE 1 FRAME INTEGRAL FIN -- FRAME L EMBEDMENT EDGE DISTANCE JFHRlME L EMBEDMENT TI SHOWN L - t ED I a EMBEDMENT i a Q a o EDGE DISTANCE LS 21 OFT RAIL H TOP EXTERIOR �aa FIN FRAME a J-CHANNELI _I SHOWN FRAME BUCK WIDTH I SHOWN HORIZONTAL SECTION C_-C v- — INSTALLATION NOTES: BUCK HEIGHT a 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. 2)SEE TABLE(S)ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. 3)MAX.SHIM THICKNESS TO BE 1/4'. EXTERIOR DC� D 4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. i 5)FIN AND/OR FLANGE MAY BE REMOVED ! InI 00 TO CREATE OTHER FRAME TYPES. aOPT.SASH -- FIN IBOTTOM LIFT HANDLEILOCK FRAME D J SHOWN EXTERIOR FIN FRAME IiXTI:RIOR FIN FRAME SHOWN SHOWN I INSTALLATION THROUGH INSTALLATION THROUGH THE THE FRAME,INTO METAL INTEGRAL FIN,INTO METAL ;4 'I�''I /• .% o SH INSTALNLED EDGE DISTANCE THROUGH = VINYL SH WINDOW FPA(NON-IMPACT) 0 12/13/14THE INTEGRAL FIN EDGE u om J ROSOWSKI DISTANCE J-CHANNEL&INTEGRAL FIN FRAMES �- EMBEDMENT ® ;'.T::!'!: ::' ;.CERT.OF AUTH.#29296 ..`.... i-.. VERTICAL SECTION D-D �, .,•' —— 1070 TECHNOLOGY DRIVE p N.VENICE,FL 34275 n v „ , A.LYNN MILLER,P.E. (941)480.1600 N SH-5400 � NTS 4 OF 4 o z° FPA-5400.0 z° P.E,#58705 j Florida Building Code Online https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs... f BCIS Home Log In User Registration i Hot Topics Submit Surcharge ( Stats&Facts Publications Contact Us BCIS She Map ! Unks Search i Florida (bal Product Approval USER;Public User _ . 'P�%Wea�im Product Approval Menu>Product or Application Search>Aoplication List>Application Detail FL# FL1435-R22 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 Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941)486-0100 Ext22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Lynn Miller, P.E. Address/Phone/Email 1070 Technology Dr N Venice,FL 34275 (941)486-0100 Ext21142 (miller@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M. Urich,PE Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/IS2/A440 2011 AAMA/WDMA/CSA 101/IS2/A440 2008 ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002 ASTM E1886 2005 ASTM E1996 2012 ASTM E283 2004 ASTM E330 2002 Equivalence of Product Standards Certified By 1 of 3 3/6/2019 12:00 PM Florida Building Code Online https:Hfloi•idabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs... Product Approval Method Method 1 Option A Date Submitted 10/24/2018 Date Validated 10/24/2018 Date Pending FBC Approval Date Approved 10/26/2018 Summary of Products FL# Model,Number or Name Description 1435.1 SH-200 Aluminum Single Hung Window(Std.Meeting Rail, inc. Pass-Thru) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R22 C CAC Cert-SH2O0.0df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/16/2022 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R22 II SH-200.1)df pressure,size and anchorage information.The Pass-Thru Verified By:A. Lynn Miller, PE 58705 version was not tested for water infiltration. Created by Independent Third Party: No Evaluation Reports FL1435 R22 AE SH-200 STD Evaluation 0917.pdf Created by Independent Third Party: No 1435.2 SH-200 HD Aluminum Single Hung Window(with HD Meeting Rail) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R22 C CAC 190-1003CAR2.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/08/2020 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R22 II SH-200HD.odf pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E.58705 Created by Independent Third Party: No Evaluation Reports FL1435 R22 AE SH-200 HD Evaluation 0917.1)df Created by Independent Third Party: No 1435.3 SH-800 WinGuard Multistory Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R22 C CAC Certification SH800 C.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/07/2020 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R22 II SH-800c.pdf pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E.58705 Created by Independent Third Party: No Evaluation Reports FL1435 R22 AE SH800 Eval 0917.odf Created by Independent Third Party: No 1435.4 SH-5400 EnergyVue Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R22 C CAC Certification-SH5400.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/13/2021 Design Pressure:N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R22 II SH-5400.1)df pressure,size and anchorage information. Verified By:A. Lynn Miller, P.E.58705 Created by Independent Third Party: No Evaluation Reports FL1435 R22 AE SH-5400 Evaluation 0917.pdf Created by Independent Third Party: No 1435.5 SH-5500 WinGuard Vinyl Single Hung Window 2 of 3 3/6/2019 12:00 PM Florida Building Code Online https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs... Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R22 C CAC Certification-SH5500.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 10/01/2021 Design Pressure:N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R22 II SH-5500.pdf pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E.58705 Created by Independent Third Party: No Evaluation Reports FL1435 R22 AE SH-5500 Evaluation 0917.odf Created by Independent Third Party: No Back Next Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cooydaht 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::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 emails 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 heL€. Product Approval Accepts: Credit Card Safe M 3 of 3 3/6/2019 12:00 PM GENERAL NOTES:SERIES 5420 NON-IMPACT RESISTANT,VINYL FIXED WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2)ALL WOOD BUCKS LESS THAN 1-112'THICK ARE TO BE CONSIDERED IX INSTALLATIONS,IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE I-ia*THICK OR MAX BUCK WIDTH SEE TABLE I MAX.BUCK WIDTH SEE TABLE I GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE 8,SEE 0.SEE 2*M DESIGNED TO PROPERLY TRANSFER LOADS TO THE IS'MAX D.C. 0'MAX 4*MAX.O.C. STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS SHEET3 SHEET4-4= THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). 3)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR A SEE C SEE WATER RESISTANCE OF INSTALLATION SHALL BE 00t SHiFT4 OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 4)MAX.1/4-SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING MAX.BUCK MAX BUCK APPLIED LOADS.WOOD BUCKS.BY OTHERS,MUST BE HEIGHT SEE HEIGHT,SEE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON TABLE i TABLE I THEM BY THE WINDOW. 15*MAX. O.C. 6)THE ANCHORAGE METHODS SHOWN HAVE BEEN 4•MAX DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO O.C. THE REQUIRED DESIGN PRESSURE,THE 33-113%STRESS L. . . . . . . INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR B 6-MAX. D 2"MAX 4 THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS TYP.EQUAL-LEG/BOX&FLANGE TYP.INTEGRAL FIN&J-CHANNEL SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING FRAME(SHAPES SIMILAR) FRAME(SHAPES SIMILAR) CODE FOR CORROSION RESISTANCE. SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLE ON THIS SHEET. TABLE 1: Window Buck Size DesIgnPreawro Certification Width Height (+)pat (.)psf (CAR)Number 120" 60" 70.0 70.0 190-1017 W, 63" 50.0 50.0 190-101 VINYL FIXED WINDOW FPA(NON-IMPACT) 1 12/13/14 A GENERAL NOTES&ELEVATIONS J'al J ROSOWSKI :7:- 10 CERT.OF AUTH.#29296 k or% 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 'A-LYNN MILLER P.E. (941 Y480-1600 PW-5420 NTS 1 FPA-5420.01��j P.E.0 s!!E OF�T-1 T j TABLE 2:ANCHORS INSTALLED THROUGH FRAME TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN Anchor Substrate Min,Edge Min. Anchor Substrate Min.Edge Min. Distance 5nbedment Distance Embedment P.T.Southern Pine 5 2-1/2'x.131"Common Nall P.T.Southern Pine(SG=,55) gH5' 2-7118' (Steel,18.8 S.S. Steel,A30 310, 0.057 Max.DP of 50.0 or 410 S.S.) Steel Stud,A053 Or.33'- 3/8" U.0348"(20 Ga.) 2-10 x.131"Wng shank Nall P.T.Southern Pine{SG=.55} 9/16' 2-7/16" I Max.DP of 50.0 Aluminum 600346 318' 0.0713" 14 Ga. 2.1/2"x.146"Rooflng Nall P.T.Southern Pine(SG=.55) 9116" 2-7/16" #12 SMS P.T.Southem Pine(SG=0.55) 9116" 1.3l8' P.T.Southern Pine(SG=.55) 3/4" 1-3/8' Steel,A30 _ 3/6' 0.050" 910 SMS {steel,f8�S.S. Steel Stud,A053 Gr.33 316, 0.0346"(20 Ga.) (steel, S.S. Aluminum,fi083-T5 3/8' 0.050" or 4f0 S.S.) Steel Stud,Gr.33 3/8' 0.0346"(20 Ga.) ' Aluminum 8003-1'S 318' 0.0713" 14Ga. or4tO5s.) 3/18'Ultmcon P.T.Southern Pine(SG=0,55) 7/16" b31e, Steel,A36 316, 1 0.050' (steel) Concrete(min.Z85 kst) V 1-ye, Max.DP of 50.0 Un muted CMU, STM C-80 2-117 1414" ANCHOR NOTES: P.T.Southern Pine(SG=0.55) V 1'Ie, ►{ 718"NOM. 8"NOM. �- 1/4"Ultracon Concrete(min.Z86 ksl) 1" 1-314" 1)'UNGROUTED CMU'VALUES MAY (steel) 1. grouted CMU,(ASTM C-80) 2-11Z" 1-1/4" BE USED APPLICATIONS.ROUTED CMU Concrete(min,2.85 ksl 2-10 13r4" 6116"PJA PVB 5/1 W A/A PV8 P.T.Southern Pine SG=0.56 1" 1-YS 2)PANHEAD,FLATHEAD oR 7/;g•qiR SPACE 3/8"AIR SPACE— 114"Crete FfaX Concteta(min•3.35 ksl} 1" 1.?/4' HEXHEAD ARE ACCEPTABLE. (410 S.S.) Un uteri CMU, STM C 80 2.112" 14/4" 3)ANCHOR LENGTH TO BE SO THAT 1/8"ANNEALED OR 3/16"ANNEALED OR I Concrete min,3.35 ksi 2A/7' 13/4" A MIN.OF 3 THREADS EXTEND TEMPERED GLASS TEMPERED GLASS i/4"Aggro-Gator Concrete(min,3.275 ksE 1-i12" 1�318" BEYOND THE METAL SUBSTRATE. DURASEAL, DURASEAL, (188S.S.) P,T.Southern Pine(SG=0,55) 1" 1'/8" SUPERSPACER SUPERSPACER Un muted CMU ASTM C•00 2" 1 1-1/4" OR CARDINAL OR CARDINAL XLEDGE XL EDGE 718'NOM. 7t8'NOM. 1'NOM. 1/8"ANNEALED OR 3/16"ANNEALED OR 1/4"ANNEALED OR EXTERIOR 1W NOM.GLASS TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS �r SITE TYP. 5/8'"AIR SPACE 112"AIR SPACE 1/2'AIR SPACE GE-7700 OR DOW-791 SILICONE 1/8"ANNEALED OR 3/16-ANNEALED OR 1/4'ANNEALED OR ru TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS DURASEAL, 10 DURASEAL, DURASEAL, i SUPERSPACER _ SUPERSPACER SUPERSPACER �j OR CARDINAL OR CARDINAL OR CARDINAL XL EDGE XL EDGE XL EDGE tI O • C I GLAZING TYPES jl{ TYR GLAZING DETAIL Lv�ta PVB iNTERtAYER MANUFACTURED 8Y DUPONT INC.{AKA KURARAY AMERICA,INC.) - tit VINYL FIXED WINDOW FPA(NON-IMPACT) $ 12/13/14 VISIBLE LIGHT FORMULAS_] WIDTH:BUCK WIDTH-4.5/itr" GLASS/ANCHORS OPTIONSEl 41 4 J ROSOWSKt -:•'t. ' ;.�,s ,, HEIGHT:BUCK HEIGHT-45/1 B' _ ..� ('1 STXI'L-U' VISIBLE LIGHT WIDTH OR HEIGHT m •',t.•� ••., .Ca i7YiG"..' \' CERT.OF AUTH.t129288r,; •••••' . (ALSO REFERRED TO AS DAYLIGHT n "+-a• ' '�'`i/,�fs,t,U;.` OPENING)IS MEASURED FROM 1070 TECHNOLOGY DRIVE BEADING TO BEADING. N.VENICE,FL 341275 " (941}480-1600 u PW-5420 h NTS H 2 OF 4 qz° FPA-5420.0 k2 A LYON pE.059 05 P.E. i I i EDGE DISTANCE SHOWN INSTALLED EMBEDMENT THROUGHIX EMBEDMENT FLANGE EMBEDMENT BU 7 SHOWN _R DISTANCE FRAME SHOWN EDGE INSTALLED DISTANCE DUL--J"r Li THROUGHlX BUCKSTRIP z z I*THICK I.G. 7/8"THICK I.G. c o f U 7/8'THICK I.G. FLANGE -EXTERIOR FRAME ' . j EQUAL- SHOWN SUCK WIDTH FRAME LEGIBOX SHOWN HORIZONTAL SECTION A-A BUCK HEIGHT SHOWN INSTALLATION NOTES: INSTALLED 1)SEE SHEET I FOR SPACING REQUIREMENTS. DIRECTLY TO 2)SEE TABLE(S)ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. METAL SUBSTRATE 3)MAX.SHIM THICKNESS TO BE 1/4'. I'THICK I.G. 4)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. EXTERIOR 6)FIN AND/OR FLANGE MAY BE REMOVED TO CREATE OTHER FRAME TYPES. 30 FLANGE Isc FRAME EXTERIOR SHOWN SHOWN LJ INSTALLED EQUAL-LEC40OX DIRECTLY TO ...... FRAME SUBSTRATE ...... SHOWN EMBEDMENT VINYL FIXED WINDOW FPA(NON-IMPACT) '12/13/14 FLANGE&EQUAL-LEG/BOX i ROSOWSKI FRAMES - S V R./T EDGE DISTANCE CERT.OF AUTH.429200 < VERTICAL SECTION B-B 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 MILLER,RE, PW-5420.1 I NTS 1�1 3 OF 4 1 9 2[ FPA-5420.0 jk-dj A LYN (941)-480-1600 F . N 613705 SHOWN i INSTALLED THROUGH SHOWN THE EMBEDMENT SHOWN INSTALLED EDGE DISTANCE INTEGRAL FIN INSTALLED THROUGH �- EMBEDMENT THROUGH THE ' J-CHANNEL f- THE FRAME INTEGRAL FIN FRAME EDGE DISTANCE EDGE STANCE SHOWN 01 o l'THICKI.G�C EMBEDMENT hia F-7 l J. 11 -1 p- EG J-CHANNEL I INTflN RAL FRAME � THICK f.G. FRAME :L SHOWN SHOWN EXTERIOR 7/8'THICK LG, BUCK WIDTH HORIZONTAL SECTION C-C INSTALLATION SUCK HEIGHT i)SEE SHEET 1 FOR SPACING REQUIREMENTS. 2)SEE TABLE(S)ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. 3 MAX.SHIM THICKNESSTO BE 1/4'. 0 4))GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET In DESIGN REQUIREMENTS. 6)FIN AND/OR FLANGE MAY BE REMOVED TO I CREATE OTHER FRAME T(PES, I'THICK I.G. INTEGRALINTEGRAL 31 1 FIN FIN' C C=7) FRAME SHOWN Eo EXTERIOR FRAME EXTERIOR EXTERIOR SHOWN INSTALLATION THROUGH INSTALLATION THROUGH THE INSTALLED THE FRAME,INTO METAL INTEGRAL FIN,INTO METAL THROUGH THE FRAME INTEGRAL VINYL FIXED WINDOW FPA(NON-IMP ACT) 1 tp IS Z EMBEDMENT 12113/14 J-CHANNEL&INTEGRAL FIN FRAMES 4�J ROSOWSKJ FIN FRAME EDGE DISTANCE CERT.OF AUTH.#29296 - 1070 TECHNOLOGY DRIVE A VERTICAL SECTION D-D N.VENICE,FL 34275 N- --- I ,IN 1ILLE1.P.E. 'I PW-5420 1�8 TST (941)480-1600 4 OF 4' lb-1 FPA-5420.0 I �'j orida Building Code Online http.g://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgt... RI iiCIS Home i Log In User Registration Hot Topes ; Submit Surcharge Stats&Facts Publications i Contact Us { SCIS Ste Map i Links r Search db , re a Product Approval USER:Public User y Product_Approval Menu>Product Or ADpkation Search>Application List>Application Detail �4"ru.r FL# FL5012-R21 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 Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext22318 druark@ pgtind ustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Lynn Miller, P.E. Address/Phone/Email 1070 Technology Dr N Venice,FL 34275 (941)486-0100 Ext21142 Imiller@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M.Urich,PE Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/IS2/A440 2011 AAMA/WDMA/CSA 101/IS2/A440 2005 ASTM E1886 2005 ASTM E1996 2012 ASTM E283 2004 ASTM E330 2002 Equivalence of Product Standards Certified By of 3 3/6/2019 12:12 PM )rida Building Code Online https://floridabuilding.org/pr/pr-appjtl.aspx?param--wGEVXQwtDqL.. Product Approval Method Method 1 Option A Date Submitted 10/24/2018 Date Validated 10/24/2018 Date Pending FBC Approval Date Approved 10/30/2018 Summary of Products FL# Model,Number or Name Description 5012.1 PW-220 Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL5012 R21-C-CAC-PW220 Certification C.od Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 10/24/2020 Design Pressure. N/A Installation Instructions Other:Please see the Installation Instructions for design FL5012 R21 II F-220.pd pressure,size and anchorage information. Verified By:A.Lynn Miller,PE 58705 Created by Independent Third Party: No Evaluation Reports FL5012 R21 AE F-220 Eval.pdf Created by Independent Third Party: No 5012.2 PW-640 Aluminum Fixed Casement Limits of Use Certification Agency 'Certificate Approved for use in HVHZ:No FL5012 R21C_CAC C rt-FCA640.Ddf Approved for use outside HVHZ-.Yes Quality Assurance Contract Expiration Date Impact Resistant:No 02/25/2022 Design Pressure:N/A Installation Instructions Other:Please see the Installation instructions for design FLS012 R21 II ECA-64Qpaf pressure,size and anchorage information. Verified By:A.Lynn Miller,PE 58705 Created by Independent Third Party:No Evaluation Reports FL5012 Fk21 AE FCA-640 Eval.od Created by Independent Third Party: No 5012.3 PW-5420 EnergyVue Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5012 R21C CAC Certification-PW5420-5440.pd Approved for use outside HVHZ.-Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/2912021 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design FL5012 R21 11 E-5420. df pressure,size and anchorage information. Verified By:A.Lynn Miller,P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL5012-.R21 AE F-5420.Eval.i)d Created by Independent Third Party:No 5012.4 PW-5440 EnergyVue Vinyl Fixed Casement Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No F 12 R21 C CAC Cprtifirqi-irin- Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/29/2021 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design LL.5012 PZ1 II FCA-5440_pdf pressure,size and anchorage information. Verified By:A.Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports FL5012 R21 AE FCA-5440 Eval.1)d Created by Independent Third Party: No 5012.5 WlnGuard Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL5012 R21 C CAC-Certification-PW5520-5540 b.pd of 3 3/6/2019 12:12 PM )rida Building Code Online https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgt... Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/27/2021 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design FL5012 R21 II F-5S20.pdf pressure,size and anchorage information. Verified By:A.Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports FL5012 R21 AE F-5520 Eval.pdf Created by Independent Third Party: No 5012.6 PW-5540 WinGuard Vinyl Fixed Casement Window Limits of use Certification Agency Certificate Approved for use in HVHZ: No FL5012 R21 C. CAC Certification-PW5520-5540 b.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/27/2021 Design Pressure: N/A Installation Instructions Other:Please see the Installation Instructions for design FL5012 R21 II FCA-5540.1)df pressure,size and anchorage information. Verified By:A.Lynn Miller,P.E.58705 Created by Independent Third Party: No Evaluation Reports FL5012 R21 AE FCA-5540 Eval.odf Created by Independent Third Party: No Bads Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copy loht 2007-2013 State of Florida.::Privacy Statement::Accessbility Statement::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 mad to this entity.Instead,contact the office by phone or by traditional mad.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 emai address if they have one.The emails 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 dick here. Product Approval Accepts: ® 7 2 I. eGlxcf. E Credit Card Safe of 3 3/6/2019 12:12 PM M IAM I•DADE MIAMI DADE COUNTY 0 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion--L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C dated 06/19/17, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-bade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. LABELING: Each unit shall bear a permanent Iabel with the manufacturer's name or logo, city, state, model/series, and following statement: ".Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0218.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. IN 1NOA No. 17-0630.01 MEAMFDADO eOUMTY Expiration Date: May 26,2021 Approval Date: November 09,2017 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819.05) 2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC Sth Edition (2014) and with FBC 6th Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE I. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26,2021 Approval Date: November 09,2017 E-1 PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-51 Edition (2014) and FBC-6t' Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion - L.M.I., approved on 04/14/16 and expiring on 05/26/21. I r3 3 R f t h II 4 Jorge M.Plasencia,P.E. P,,v duct Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26,2021 i Approval Date: November 09,2017 E-2 C i F Florida Building Code Online https:llfloridabuilding.org/pr/pi app dtl.aspx?param=wGEVXQwtDqua... v • e to " • a 0 0 . a 0 „ 0 P :• acts Home ` Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Unks Search') Florida Product Approval -�- usER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detall • FL# FL261-Rll 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 0 Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A �F� 3/6/2019 12:16 PM Florida Building Code Online https://floridabuilding.org/pr/pr-appjtl.aspx?param=wGEVXQwtDqua Date Submitted 11/15/2017 Date Validated 12/05/2017 Date Pending FBC Approval Date Approved 12/09/2017 Summary of Products FL# Model,Number or Name Description 261.1 Mullions for All Doors and Windows Aluminum Mullions Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL261 R11 Q CAC 17063001.01' Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/26/2021 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL261 R11 If 17063001.pdf (NOA)for product performance information,and mullion clip Verified By: Miami-Dade BCCO-CER anchorage details. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: [Back Next Contact Us::2601 Blair Stone Road.TallahagleeSE132M Phone;850-487-1824 The State of Florida is an AA1EEO employer. opyright:2007 2QU_%ajeALElgaj&::E[[vDQLStaUMga::Accessibility LStatement::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 emads 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 here, Product Approval Accepts: M-7 Safe it 3/6/2019 12:16 PM City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received: Site: Permit Type: Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ Kof L This comment sheet shall be kept with the permit and/or plans. J A N 2 9 2020 Ka1v&1X1izer—Plans Examiner Date Con actor and/or Homeowner (Required when comments are present)