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Home My WebLink About22-4772City of Zephyrhills 5335 Eighth StreetY,�1,«s,rs av v ,13Y� Zephyrhills, FL 33542 BAR_004772.2 22 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Rate: 09108l2022 y 03 26 21 0120 00000 1210 6302 Huntington Drive \{yY �\ 1\{\�>�4k.{ti'�7S�i ��\ � l\�••\`;. �i�Q�11.�bh �S \�\\.. \\k*14�;1��.s.� i�\i{\•` S .\.�Jl��i ...�,. i'Y l �.vY, Name: NICHOLAS & KASSIDY BURGESS Permit Type: Add/Alter (Residential) Contractor: BAHR'S ALUMINUM INC Class of Work: Add/Alter Residential Address: 6302 Huntington Dr Building Valuation: $2,000.00 ZEPHYRHILLS, FL 33542 Electrical Valuation: $1.00 Phone: (813) 838-8479 Mechanical Valuation: $1.00 t' Plumbing Valuation: $1.00�` Total Valuation: $2,003.00 _ Total Fees: $50.00 Amount Paid: $50.00�� Date Paid: 9/8/2022 9:20:34AM 1, +�„.•`\ tS \t �{ { \�1 Sl \t\\�\_:\\ t\ Sl .�Si \J\ ., 3 1 1 'Si Si dl \ \ CRY/\ REPLACE 12 WINDOWS S/S 5, Building Permit Fee $50.00 REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local! government ,...impose.: , of four times the amount of the fee imposed • •. initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. may be found in the public records of this county, and there may be additional permit 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. • s:: to obtain financin•: consult with yourz • or • before recording your noticeof r OCCUPANCYComplete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO BEFORE , 4, SIGNATURE PERMIT EXPIRES IN 6 MONTHS 1 a L4Y f NITHOUT APPROVED rww:r injif1jiffij, *I , _jjffiff j� 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received 09/08/2022 Phone Contact for Permitting 813 838 -- 8479 _ .. -T-r I"TI l -rT- . . . . . . . . imTri-T-f-rr- _I-1"TI-T Owner's Name NICHOLAS & KASSIDY BURGESS Owner Phone Number 813-838-8479 Owner's Address 1 6302 HUNTINGTON DRIVE Owner Phone Number Fee Simple Titleholder Name I I Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 6302 HUNTINGTON DRIVE, ZEPHYRHILLS, FL:3:3::5:42= LOT# SUBDIVISION ILVER OAKS PARCEL ID# 03-26-21-0120-00000-1210 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR 8 ADD/ALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK REMOVAL AND REPLACE 12 WINDOWS, SIZE FOR SIZE, BUILDING SIZE SQ FOOTAGE = HEIGHT -r mrrr-rrrr-r-rre-r-x-rrrmmrrrrr-r-rrr�-rr�-mr-mrtTmm-mm- ®BUILDING 52000.00 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL S —� AMP SERVICE O PROGRESS ENERGY W.R.E.C. =PLUMBING S =MECHANICAL S -� VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS 1 0 // 7 FLOOD ZONE AREA =YES NO BUILDER COMPANY Bahrs Aluminum SIGNATURE `� REGISTERED I JYJN FEE CURREN Y N Address 860j6all Blvd, Zephyrhills, I 33541 License# I CRC057444 ELECTRICIAN COMPANY SIGNATURE REGISTERED Y / N FEE CURREN Y ( N Address I License # PLUMBER COMPANY SIGNATURE REGISTERED Y / N FEE CURREN Y ( N Address License # MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y I N Address I License # '.OTHER COMPANY SIGNATURE REGISTERED Y / N I FEE CURREN Y ! N Address License # ''IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111111111111111111111111111111 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, Stormwaler Plans w/ Silt Fence installed. Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large 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. t-4-i--1-1-. ..-1- I.ef..a--8..4.4.4-I..4-1-.' .-.-'.-N--1-7-F-1I�I..ft.-. . '.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" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County, 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 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner' prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers -Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency -Asbestos abatement. Federal Aviation Authority -Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone 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 COMMENCEM T MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO ¢}PAIN FINANCING, CONSULT OWNER OR AGENT_ Subscribed and sworn to (or affirmed) before me this —_by Who is/are personally known to me or has/have produced as identification. Public Commission Name of Notary typed, printed or stamped sworn twor atrirmeo) oetora me Who is/are Krsonally �o me-& has/have produced as identification, rMotary Publ c §aO,.•'" �Gn MY COMMISSION #GG331647 ommission Name of Notary typed, pr ted or stamped Oln�OL-3 -?\ace-m�yIA- 54z, q, Si Z<t - 1/15/2021 Florida Building Code Online Y BCIS Home ? Log In ; User Registration i Hot Topics i Submit Surcharge ( Stats & Facts 1 Publications ; Contact Us BCIS Site Map Links Search Product Approval rr USER: Public User k. Pra uct A6prQl8I Kgnu > Pr uct or A� lica ton search > Application List > Application Detail FL # FL1435-R23 Application Type Revision Code Version 2020 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 Ext21140 jrosowski@pgtindustries.com Authorized Signature Jens Rosowski jrosowskj@pgtindustries.com Technical Representative Lynn Miller, P.E. Address/Phone/Email 1070 Technology Dr N Venice, FL 34275 (941)486-0100 Ext21142 Imiller@pgtindustries.corri 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 ASTM E1886 2005 ASTM E1886 2013 ASTM E1996 2012 ASTM E283 2004 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL1435 E2 i E-qiv ASTM 1 5 to '1 k-13a anli E1996- 5- 6- tg E 99 7 Eq.g L n Y L tter Q-Q -0<3.p f https://wv wfloridabuilding.org/pr/pr_app_dtl.aspx9param=wGEVXQwtDgsbCIJITKe120DuttTal,xE3%2bN2Q3iPj3Y�'tiVtOTPBkkjSGw lo3d%3d 1/2 1/ 15/2021 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 10/27/2020 Date Validated 11/04/2020 Date Pending FBC Approval Date Approved 11/08/2020 Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 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 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: kck 1)ups://www.floridabuilding.org/pr/pr_app_dd.aspx?pararn=wGEVXQwtDgsbCUiTkel20DutCral,xE3%2bN2Q3iPj3Y%'Wt07'PBkkj5Gw%3d%3d 2/2 FLORIDA PRODUCT APPROVAL #1435 IMPACT RATING DESIGN PRESSURE RATING RATING NflN-IMPACT RESISTANT SEE TABLE 1 MAX. BUCK WIDTH MAX. BUCK WIDTH -..- SEE TABLE 1 SEE TABLE 1 28" MAX. BUCK WIDTH 28" 12" MAX.-+-- SEE TABLE 1 ii O.C. 2" MAX. I T MAX. B, SEE D SEE - -s.l 4° MAX. O.C. B, SEE MAX. O.C. SHEET 3 SHEET 4 +-- r SHEET 3 __. A, SEE r._. ._. { C, SEE r.-. ......._..__.._..__._.._- A, SEE - .- ! 92" MAX. SHEET 3 { 12" �_MAX SHEET 4 t 1 i SHEET3J { j l / 9 7.867" MAX O.C. 17.867" MAX. O.C. { fl { � MAX BUCK � � 4" MAX O - ( ( MAX. BUCK - { 1 HEIGHT SEE i { MAX BUCK O,C. HEIGHT SEE -� TABLE 1 { HEIGHT SEE TABLE i i 10" MAX. O.C. j X I x I I / O I TABLE 1 L.---- v Li I v7 { 13.773` MAX. O.C. !— ^ 10" MAX. O. . 1 �� A 93.773' MAX. O.C. 1 I � i i 6-1t2" MAX. S9Y2" MAX. NO ANCHORS AT SILL j NO ANCHORS AT. D w-.-.-J 21 MAX -t•j 1-++- ELEVATION FOR TYP FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME, ELEVATION FOR TYP. EQUAL LEG FRAME, EQUAL-LITE CONFIGURATION EQUAL -CITE CONFIGURATION PROVIEW/ORIEL CONFIGURATION (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) {COTTAGE SIMILAR} GENERAL NOTES: SERIES 5400 NON -IMPACT RESISTANT, VINYL SINGLE HUNG 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 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-In' THICK OR GREATER, IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE, WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (FOR) 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 SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 4) MAX. 174" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 5) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. ==IMF0 mil. ® 1 i i 1 •i f s• I f / 1 •/ 1 �� rwxv. anon nc I= _own ncnxni--1n... a,v-rnc��;ani n�,ro un uaa7. I -1971I3971frolort]t;mColillr\ 31 0 § mF7i10014i Zt7, VINYL SINGLE HUNG INSTALLATION, NI rmi 09/30/11 mmp1f N�m /f 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. COPYRIGHTS 2020 PGT INDUSTRIES, INC. LIMITED LICENSE TO MAKE COPIES FOR PERMITTING, 1070 TECHNOLOGY DRIVE 1'%}II I I i lllll *\ * LYN'v / 46, * ; No.58705 10126120 :• 41, " 0 % STATE OF ((7,� S70NAL A. LYNN MILLER, P.E. P.E.# 58705 TABLE 2: ANCHORS INSTALLED THROUGH FRAME Anchor Substrate Min. Edge Distance Min. Embedment #10 SMS (steel, 1" S.S. or 410 S.S.) Max. DP of 60.0 pal P.T. Southern Pine (SG=0.55) 7/16' 1-318" Steel, A36 WIT, 0,05(r Steel Stud, A653 Gr. 33 31W 0.0346- (20 Ga.) Aluminum, 6063-T5 318" 0.0713- (14 Ga-) #12 SMS (steel, 18-8 S.S.Steel, or 410 S. S.) P.T. Southern Pine (SG=0-55) 9/16, 1-3/8" A36 've, 0.050" Steel Stud, A653 Gr. 33 318" UW (2075a'-) Aluminum, 6063-T5 3/6' 0.0713- (14 Ga.) 3116' Ultracon Max. DIP of 50.0 Psf P.T. Southern Pine (SG=0.55) 7/16" 1-3/8" Concrete (min. 3,00 ksi) _ Ungrouted CMU, (ASTM C-90) V, 2-112" 1-3/6' 1-114" 311&'Lgtracon+ Max. DIP of 50.0 psf P.T. Southern Pine (SG=0.55) 7116' 1-318" Concrete (min. 3 ksi) 1. 1-3/8' Ungrouted CMU, (ASTM C-90) V 1-1/4' 1/4" Ultracon P.T. Southem Pine (SG=0.55) 1. 1-3/81 Concrete (min. 2.85 ksi) V 1-314" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 1W Ultracon+ P.T. Southern Pine (SG=0.55) V 1-316' Concrete (min. 3 ksi) 1-3116- 1-314" Ungmuted CMU, (ASTM C-90) V 1-1/4' 1/4" Crete Flex (410 S.S.) P.T. Southern Pine (SG=0.56) 1"1-W Concrete Concrete (min. 3,35 ksi) 1. ---- - 1,V4" CMU, (ASTM C-90) 2 -1/2"_ 1-114" 1/4" Aggre-Gator (18-8S.S.) Concrete (min. 3.275 ksi) 1-1/2" 1-3/8" P.T. Southern Pine (SG=0,55) 1. 1-318" Ungrouted CMU, (ASTM C-90) 2" 1-1/4" Anchor substrate Min. Edge Min. Distance Embedment 2-1/2"x.131"Common I�W P.T- Southem Pine (SG=.55) 9/16' 2-7116" Max. DIP of 50.0 2-112- x , 131" Ring -shank Naif P.T. Southern Pine (SG--.55) 9116* 2-7/16" 2-1/2" x . 145" Roofing Nail P.T. Southern Pine (SG--,55) 9116" 2-7116" P.T. Southern Pine (SG=.55) 3/4" 1-3/8" #10 SMS Aluminum, 3-T5 3/8" 10,0713"(14 Go.) (steel, 1" S.S. 3/8' 0,0346" (20 Ga.) or 410 S.S.) Steel Stud, Gr. 33 3/8- 0,050" Steel, A36 ANCHOR NOTES: 1) -UNGROUTED CMU- VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 2) PANHEAD, FLATHEAD OR HEXHEAD ARE ACCEPTABLE, 3) ANCHOR LENGTH TO BE SO THAT A MIN. OF 3 THREADSEXTEND BEYOND THE METAL SUBSTRATE, GE-7700 Of DOW-791/96 Sfl-JCON1 M TYR GLAZING DETAIL WINDOW SHAPE$ AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLE ON SHEET 1. WIDTH WIDTH Uj RADIUSTOP ARCHTOP (EOUALaUTE SHOWN) (PROVIEW10RIEL SHOWN) —I 1/8" ANNEALED OR TEMPERED GLASS 1/2"AIR SPACE 1/8"ANNEALED OR TEMPERED GLASS DURASEAL, SUPERSPACER OR CARDINAL XL EDGE 314"NOM. 3116"ANNEALED OR TEMPERED GLASS 318" AIR SPACE 3/16 "ANNEALED OR TEMPERED GLASS DURASEAL, SUPERSPACER_ OR CARDINAL XL EDGE 5/16"A/A PVB 7/16" AIR SPACE 1/8"ANNEALED OR TEMPERED GLASS DURASEAL, SUPERSPACER_ OR CARDINAL XL EDGE A71t.11-2 'rVDI=Q 7/8'NOM, 5/16" A/A PVB - 3/8" AIR SPACE 3/16"ANNEALED OR TEMPERED GLASS DURASEAL, SUPERSPACER_ OR CARDINAL XL EDGE 7/8"NOM.. N f'-" Reinforcement Level Upper Lite Lower Lite Bottom RaiffRail Top Rail I Botforn Side Rails R1 B A A A R2 R4 C B A_ A A A A N/A REINFORCEMENT TYPE A REINFORCEMENT TYPE B REINFORCEMENT TYPE C 1 I PVB INTERLAYER MANUFACTURED BY KURARAY AMERICA, INC. I I'm ---- Ig - — - lis-1 vgvv , - 1.1 - I P.E.# 58705 1 SHOWN INSTALLED THROUGHIX BUCKSTRIP FLANGE FRAME SHOWN BUCK HEIGHT EQUAL LEG FRAME SHOWN EDGE EMBEDMENT v— EDGE DISTANCE OPT. SASH TOP LIFT RAIL NO ANCHORS REQUIRED ED IR IN FLANGE OR EQUAL -LEG FRAME SILLS SHOWN SHOWN INSTALLED INSTALLED DIRECTLY TO THROUGHIX EMBEDMENT SUBSTRATE BUCKSTRIP 11; El, EDGE -- I L DISTANCE LJ---p-JLJI EDGE /A/ I EXTEM�0R -_ rr� / DISTANCE E� S FLANGE EQUAL FP -WE LEG SHOWN BUCK WIDTH FRAME HORIZONTAL SECTION A -A SHOWN tNSTALLATtON THROUGH EXTERIOR THE FRAME, INTO METAL "D INSTALLATION NOTES 1) SEE SHEET I FOR SPACING REQUIREMENTS. 2) SEE TABLE{S) ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENT& 3) MAX SHIM THICKNESS TO BE 1/4'. 4) GLASS SHOWN IS FOR COPYRIGHT 0 2020 ILLUSTRATIVE PURPOSES ONLY AND PGT INDUSTRIES, INC. MAY DIFFER TO MEET DESIGN LIMITED LICENSE TO MAKE REQUIREMENTS. COPIES FOR PERMITTING, 5) FIN ANDIOR FLANGE MAY BE CERT, OF AUTH. #29296 REMOVED TO CREATE OTHER FRAME 1070 TECHNOLOGY DRIVE TYPES. N. VENICE, FL 34275 (941)-480-1600 I YAO No.58705 10-"�44/ 1/2)6/20 STATE OF VINYL SINGLE HUNG INSTALLATION, NI 09/30111 FLANGEIEOUAL-LEG INSTALLATION Nm J ROSOWSKI /ONAL '1111110 SH,54W ril 30F4�g SH5400-FPA j?JA A, LVn P.E. SHOWN INSTALLED EDGE DISTANCE THROUGH THE FRAME J-CHANNEL EMBEDMENT FRAME SHOWN E Dls� OPT. SASH TOP LIFT RAIL BUCK HEIGHT EXTERIOR <n FIN FRAME SHOWN OPT.SASH BOTTOM LIFT HANDLE/LOCK EXTERN A INSTALLATION THROUGH T PPPAa 1rnla Al Lr L—L -8 r SHOWN EDGE INSTALLED DISTANCE THROUGH THE EDGE INTEGRAL FIN DISTANCE — EMBEDMENT VERTICAL SECTION D-D SHOWN INSTALLED SHOWN INSTALLED THROUGH THE THROUGH THE FRAME INTEGRAL FIN SUCKWIDTH SHOWN HORIZONTAL SECTION C-C INSTALLATION NOTES rlrdl� X�f�E�i,Y INSTALLATION THROUGH THE INTEGRAL FIN, INTO METAL 1) SEE SHEET I FOR SPACING REQUIREMENTS. 2) SEE TABLE(S) ON SHEET 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. 3) MAX SHIM THICKNESS TO BE 114', 4) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. 5) FIN AND/OR FLANGE MAY BE REMOVED TO CREATE OTHER FRAME TYPES.