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Home My WebLink About22-3792City of o #hyrhlIls 5335 Eighth Street Zephyrhills, FIL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 ilI I I I I I I I I I I I I III IIIIIIII I I I 111111111 11111111 11111oll 111111111111, 1111111111 1 mr= = "i qlll�lll� I IIIIIIIII Ilril IR lRmllwj� ii 13mum= �Aqo 1=1 * M73"UMT-W, =01M. MOTITT-Tor"I'm. IN CONTRACTOR SIGNATURE 11, "'S 'Xula*ll� MMIM�� PEFMCE�V THOUT APPROVED INSPECTION 0* 37,)2 :TAIv,A 0 31 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Dale Roc:lved ��Phone �Contaot forPermitting 813-649-8959 Sol'. .. I **tat Owner's Name �James �Gross Ower Phone �2.ml., �(8 13) 9 9 �70 3 8 1��l Owner's Address Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 5337 19th st, ephyrhills,LOT # SUBDIVISION E:=== PARCEL to# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADDALT SIGN DEMOLISH El INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK BUILDING SIZE SQ FOOTAGE HEIGHT X CA VC V C A Av I X"CAArx VC CW x k'k CA IVV Va. X'k V k x VIC't t a W k It C V WX Cal C' 9 A tX It IL a A CA x CA x A A, kA, =BUILDING VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL AMP SERVICE PROGRESS ENERGY = W,R.E,C, =PLUMBING =MECHANICAL VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY REGISTERED Dru uo kL_L� SIGNATURE Dgq4arl.IT]RENY t N� Address License #E=:==== ELECTRICIAN COMPANY E;� SIGNATURE [=== REGISTERED .L.RE, Address License # E�� PLUMBER E;�F. FEE SIGNATURE E=== COMPANY REGISTERED Address E========== License # MECHANICAL COMPANY E�� SIGNATURE E=:= REGISTERED OFF .1r1R.N Address E========== License #E==== OTHER COMPANY E;;;� SIGNATURE E:=== REGISTERED SE GIIRREN/ N� 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, Stormwater 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 & I 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: Fill out application completely, Owner & Contractor sign back of application, notarized If over $2600, a Notice of Commencement is required. (AIC upgrades over $7500) .. Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (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 813-7e0-0020 City of Zephyrhitls Permit Application Fax-813-7e0-0021 Building Department 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 contractors) 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 pror 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 haw —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 inaccurate 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 installationas indicated, I certify that no work or installation has commenced prior to issuance of a permit and that all work wilt be performed to meet standards of all laws regulating construction, County and Citycodes, 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, WaterA/Vastewater Treatment, Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers -Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency -Asbestos abatement. Federal Aviation Authority -Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone "V" unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I Certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties, If use of fill Is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, i prom se in good faith to inform the owner of the patmitting 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 Budding Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall became 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 paned of six (B) 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. Sub !is 'b ndb�w affirm i�r�erethis Who Ware personal1 known tome or has/halve produced s identification. Fom Ai.,on Notary Public Name of Notary typed, pentad or stamped ,,,1Ao, Notary Public .state of Florida A John E Coleman My Commission HH 059411 fas t' Expires t V02t2ti2'4 CONTRACTOR Subscribed and sworn to (or affirmed) before me this by Who is/are personally known to me or has/have produced as identification. Notary Public Commission No. Noma of Notary typed, printed or stamped JN,'s1'liar 2022010103,,,,,#3K10525 I,,?-2056 S/H NikW Alvatt.Y,1iowres, [,,,sq , Paqco County Clerk Comptroller NOTICE OF COMMENCEMPN , _I 11 24-7kjt* Permit Number, Itti"A Follo # The gtrviti ruittco that tmfvo�r*mjarrt wilt jis nj#do In owurin 14,041 13ir_q-oltv, AMI III A('xo(rIAm.o, with C,hiplot 713, Hondl stak*)I, ft li"'Atowfoo Ink)n1rabon is orevided)" lhia NotIrAl of CriarmomAmorit, 1DESCRIPTION Or PROPERTY; X GENERAL DESCRIP11014 OF IMPROVEMENTt 'rhis $Pao* reloovoof tat' rocordliv I OWNER IINFORMATION OR LESSEE INFORMATION OF THE LESStE CONTRACTED FOR THE IMPROVEMENT' Intereart in property- Filre SiMplo'RHO Holder (if different from, ow lisjoij abovey 4. CONTRACTOW Norne. Virl"ArOwW414 LAX PhoneNumb er Contractors Addoetts 410 tjoi 0 611, Tart", FL 33619 SURETY fit opplICAtifir, is copy of tho payment bond Is stukthod),, Amount of`bbode N&r*1 Phone Numbar� t LENDER'S NAME: Nunriber- Lonclot's 04droe* 7. lRersom's within the State of Florida Designated by Owner upon whom oodea or other datumerift may be sorva I d as provided by Section Florida Statritos. 4 Narno Phone Numban Addrestr: & to addition, Owner dosigoatoa raf a copy of the Lritocv's Notice an, prinvided in Section F;6_6da_�t_2iUWS, Phone number of person or orility dosigniated by Owner: C Expiration of notice conwwit 060YOM, (the expiration date will be I year from d'r In West a different dater ANY PAYMFNTS RAW,', SY Tit F OMER ,A TER THE EXPIRATION OF lHic Nor LO AW, C0N3IvcRLt) iNirnorm PAYMEENT3 HNDER CHAPTER 713, PtNRT 1, SEMION 713113, r J, J STAWIM,S AND CAN r?CC�oLr IN YO(JR PAYINO 1`W(A,', FOP iNIPROVEMLUTS tO YOUR PRL)KRTY, A NO(I 0-1, Q D COMMENCE M(,,,N I'MU51' I)C' Rf,-,CC)R0V0 ANO P0,1",T CT) ON T NE, JOH SI'Q'. t3FF ORE, THIE MST INSPFC I ION, IFYOUI I) '0 TO 00'MN F1NANCINC ,iIA, r W iH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING VVORK OR RF,G 'X, YOUR NOTICe, OUCOMME I N( t tau ate oit 1to tow"going jri�t amont wont acknowle(k on the y of y tot 20,2Z_, by (kgow at parly otl VOW( 0 Wl'i0ki koun,111100 *09, OAOX'�tiibdi Nr L, R0 4 _PWOW# or 2L_Pwdvr;od uo X, 4,WY Keii(,_ Nino tit plarifiior REED 0.�k NOWV p,4tpc ,�Wo 0,010f J()rjn V" 112731 [ 1 } WindowWall 1201 old hopewell rd suite 10 tampa, fl 33619 PH: 8136498959 R. s FL#: 22201.2 DLO: 73.i5 w x 49 H NFRC: UF= 0.5, SHGC= 0.7, VT= WHITE BOXFRAME 1/4 X 1/2 X 1/4 1" O.A. INSULATED GLASS PACK GLASS BY SASH ARGON ANNEALED GLASS 3/16" LE ANN X SPACER X 3/16" CL ANN LOE2-366 TEMPERED GLASS 3/16" LE T X SPACER X 3/16" CL T LOE24366 +50/-65 PSF STANDARD HARDWARE MATERIAL DOUBLELOCK LOCATION=[Living room - block] COMMENTS: 2 176s Non -Impact HR (OX or XO) 1 51 1/2 W X 49 1/4 H FL#: 22201 A DLO: 51.5 w x 49.25 H NFRC: UF= 0.3, SHGC= 0.21, VT= 0.49 WHITE BOX FRAME 1" O.A. INSULATED GLASS PACK GLASS BY WINDOW ANNEALED GLASS 3/16" LE ANN X SPACER X 3/16" CL ANN ARGON LOE2-366 +/-70 PSF (OX) REVERSE CONFIGURATION STANDARD HARDWARE MATERIAL DOUBLE LOCK LOCATION=[Bedroom - block] COMMENTS: 1/8/2022 4:16:03 PM 1 of 3 TOTALS: 4 SUBTOTAL: TOTAL. Be sure you are in compliance with the new 2015 FL Energy Cede. Zone 1 has been expanded to now include the following counties. Miami -Dade, Broward, Monroe, Palm Beach, Lee, Hendry and Collier. You can download the EAS Energy Value Product Matrix on www.easternarchitectural.com *�* Subject to Applicable Sales Tax. SIGNATURE PRINT NAME DATE 1/8/2022 4:16:03 ISM 2 of 3 118/2022 4:16:03 PM 3of 3 Docu ign Envelope 10: 1F 8 E -SC4 7- 1B - 1 47 Page 2 V,V*ndowWaf Purchaser N rne. James Cross Purchaser mama: Street`. S3371 h 10 3 Ware Blvd, Suite 61 ` , Tampa, FL 3361 Florida License Number: SC 131.15178 Phone #: gl3.997.038, !tV, Zephyrhills State.. FL ZIP: 33542 Date. 3/2022 ErqLect 5 edfications LftgeS 2-3 Window Specifications included as an attachment: ent: El N/A 12 Attachment WindowWall Doors(if aloolicable Door Style, ; Si ar location ... ..... Glass Name. . .M....... . Carting. Hardware, Color: ... . �� ,m ' Interior InteriorJam w�..... y*p color 4 a Hinge - Single Outswi Smooths Oak Mahogany El impact Inswing orsrpacDouble Sideline ; lasso Style: Ca in 9 Notes*. Door Style [ Size, Door Location Glass me: Gamin . ... .x . _... _... �.,.�..�.. Hardware. ........,...... ....... ... . _ _ ... � .... , col= , ...... Colors; Hinge,ltr i sb ld# 0 Single 0 Outswing Smooth 1-1Oakan Oak 0 � impact El Double inswing El neffi&$$39 $gip 4'A $ut Sideline ##'s. Glass- StVl . C min;: Notes: Docu-Sign Envelope to- iF288 0- F C 7-81 D- 38Ft} I 7 indo afil In , 1201 old hopewel1 rd suite 10 °� tat 33619 PH:8136498959 INVOICE INFORMATION ION (T iaM'75 W x 50 q 1 WD DLO: x I of 3 QUOTE: 1 173 QUOTETE. 1/3/2022 QUOTEESTDELIVERY DATE: 3/2W022 CONTACT. if-7'6f 5rQCCO ?LA-sTct cA/r T ivo Qck 3er wVAttDOWS Zwt> vw? eer. Custm Gnd Pattern and Notes Purchasees Prints Name; Purchaser's Signature. Measure Techni i USER: Public User Ob' r 0 Product Approval ELQju_gt_AppLoval Menu > al4i is or Appliradon Search > Ar 2Wi@U �nist > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method FL22201-R3 Revision 2020 Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary, Eastern Architectural Systems 16341 Domestic Ave, Ft. Myers, FL 33912 (800) 432-2204 Ext 4305 easengineering@easternmetal.com James Flesher easengineering@easternmetal.com Jim Flesher 10030 Bavaria Rpad Fort Myers, FL 33913 (800) 432-2204 jflesher@easternmetaI.com Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard AAMA/WDMA/CSA 101/I,S,2/A440 Method I Option'A Date Submitted 10/24/2020 Date Validated 10/26/2020 Date Pending FBC Approval https://floridabuilding,org/pr/pr_app_dtf.aspx?param=wGEVXQwtDquYPIHVa8bqMSJU9usHxpwi2jUMkWSIf`/`2bWFPDQOIuBE9g°/a3d%3d Ykar 2011 IN 11 /15/21, 4:48 PM Florida Building Code Online Date Approved 11/03/2020 Summae Products .. . ...... . ____ - ----- FL# i Model, Number or Name j Description 22201.1 j S inyl Horizontal Slider Series 176 HR Vi Window = X 63' rpp-roved for use in HVHZ: No oved for use outside HVHZ: Yes Impact Resistant., No Design Pressure: +70.0/-70.0 22201.2 Series 176 HRP 3-3-3 Vinyl I Horizontal Slider Window Limits of Use Approved for use in HVHZ, No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure. N/A Other: REFER TO INSTALLATION DRAWING 222013 Series 176 HRP 4-2-4 Vinyl I Horizontal Slider Window Limits of Use Approved for use in HVHZ, No Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure: N/A Other., REFER TO INSTALLATION DRAWING Window - Non Impact 74" Certification Agency Certificate rLd f Quality Assurance Contract Expiration Date 09/30/2024 Installation Instructions FL222Qj_&,jj1I 0a-0045&jf Verified By: LUIS ROBERTO LOMAS 62514 Created by Independent Third Party: Yes Evaluation Reports Yes Series 176 HRP 3-3-3 Vinyl Horizontal Slider Window Non - Impact 111" x 63" Certification Agency Certificate wff Quality Assurance Contract Expiration Date 09/30/2024 Installation Instructions Psiff Verified By: LUIS ROBERTO LOMAS 62514 Created by Independent Third Party; Yes Evaluation Reports Created by Independent Third Party: Yes Series 176 HRP 4-2-4 Vinyl Horizontal Slider Window Non - Impact Ill x 63" Certification Agency Certificate Of pdf Quality Assurance Contract Expiration Date 09/30/2024 Installation Instructions FL222QI_R3_ll _DB-1— Q47,p f Verified By: LUIS ROBERTO LOMAS 62514 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes L2antancLu—s :: _2=19 Ettown—e-91il-A8-7-1824 The State of Florida is an AA/EEO employer. L2pyr E "vy Statement s i i i y taement :: Refund atemer 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 850.487,1355, -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 here . Product Approval Accepts: M go W R 0 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL, 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS, ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL, 5. WHERE WOOD BUCK THICKNESS IS 1-1/2- OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6, WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE, SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7, BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL. FRAME SUPPORT IS PROVIDED: 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12, UNITS MUST BE GLAZED PER ASTM E1300-04/09. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR FIN INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. REVISIONS '.. REV DESCRIPnON DATE I APPROVED 15. FOR FRAME ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, 16. FOR FRAME ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH `21/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, 17, FOR FRAME ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS: 18, ALL FASTENERS TO BE CORROSION RESISTANT; 19,INSTALLATION ,ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A, WOOD — MINIMUM SPECIFIC GRAVITY OF G=0,42 B, CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8' THICK MINIMUM 20, UNITS MAY BE INSTALLED WITH OR WITHOUT FLANGE, OUTSIDE THE HVHZ, 21. APPROVED CONFIGURATIONS: XO, OX. Eastern aIXOFh IN 13 STP,CHiTEECSYSEMSflitt�j�. 4-T III-,—R106.5J812 000.4J222gd w �. �q SERIES 176 HR VINYL HORIZONTAL SLIDER WINDOW z: a 61 fie~ NON — IMPACT 74" X 63" a NOTES T#tT Cr TABLE OF CONTENTS DRAWN:. : DWG NO. %tea 4 SHEET NO. DESCRIPTION V.L.08-0330 'S S NOTES E NTS DAfE 02/i 5f i7 OF 6 I 2 ELEVATIONS L.ROBERTOLOMASP.E. Luis R. L®mess P.E. t432 WOODFORD RD LEWISVILLE, NC 27023 EL Na,: 6251 A 3 — 6 INSTALLATION DETAILS 434-666-0609 r1Iomas@1r1omaspe.wm 74" MAX FRAME WIDTH 6' MAX 10 1/2" MAX O.C. I 13' MAX O,C, I / x 63" MAX FRAME HEIGHT S" MAX w SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW EXTERIOR VIEW FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING ±70.OPSF NONE NOTES: 1. MAXIMUM SASH SIZE: 36 1/2' X 60 3/4" 2. MAXIMUM D.L.O.: 34" X 59 3/4", HARDWARE SCHEDULE A, 1(2) ASHLAND DUAL LOCKS VIATH KEEPERS (D210OAUR) AT SASH LOCK STILE -5-3/4'FROM SASH CORNERS B. 1(2) ROLLER HOUSINGS AT EACH CORNER OF SASH BOTTOM BAIL C.f(l) ALUMINUM REINFORCEMENT (10300265) IN FIXED WEETING, RAIL D. (5)ALUMINUM REINFORCEMENT (10300266) IN SASH RAILS AND STILES 6" MAX REVISIONS REY DESCRIPTION 74" MAX FRAME WIDTH 6" MAX 8 1/2" MAX D.C. 6" MAX 6" MAX T- 1.3" MAX O.C. 63" MAX x FRAME HEIGHT t DATE I APPROVED SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW EXTERIOR VIEW FRAME INSTALLATION DESIGN PRESSURE RATING IMPACT RATING + 70,01-80. OPSF NONE SIGNED: 0410512017 E 49Ster n EASTERN AA o' EASTERIS- SYPPLY WT N SERIES 176 HR VINYL HORIZONTAL SLIDER WINDOW a 51 NON — IMPACT 74" X 63" ELEVATIONS DRAWN: DWG N(L REV 08-03045 SCALE NTS DATE 02/15/17 1-2 OF 6 L ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, fVC27023 Luis R. Lomas P.E. FL No.., 62514 609 rllomas@Irlomaspe.com lomas@Irlomaspe com WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT EXTERIOR BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN, EDGE DISTANCE 1 1/4" MIN. EMBEDMENT 9 O1/4" MAX. SHIM SPACE #10 WOOD SCREW INTERIOR #10 WOOD SCREW 1/4" MAX. SHIM SPACE 4 1 1/4" MIN. EMBEDMENT 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES; 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 1 1/4" MIN. EMBEDMENT 1/2' M� EDGE DISTANCE #10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS REVISIONS REV DESCRIPTION DATE I APPROVED 1/4" MAX. SHIM SPACE INTERIOR BACKER ROD EXTERIOR & APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION Eastern SERIES 176 HR VINYL HORIZONTAL SLIDER WINDOW NON - IMPACT 74" X 63" INSTALLATION DETAILS DRAWN: DWG NO. I REV V.L. 08-03045 - SCALE NTS - 02/15/17 1 —ET3 OF 6 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-686-0609 dlamas@ldamaspe.c m SIGNED: 04105/2017 METAL STRUCTURE BY OTHERS APPROVED SEALANT BACKER ROD & APPROVED SEALANT M ETA STRUCTUR BY OTHER 3/4" MIN IDGE DISTANCE 1/4" MAX. SHIM SPACE 3/4" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 3MS OR DRILLING v mffiffifflMr-ld ' SMS OR F DRILLING !EW 1/4" MAX. SHIM SPACE I REVISIONS I I REV DESCRIPTION DATE I APPROVED I 1/4" MAX. SHIM SPACE INTERIOR 3/4" MIN. EDGE DISTANCE #10 SMS OR SELF DRILLING SCREWS �j [ METAL a� STRUCTURE BY OTHERS EXTERIOR BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0410512017 IS—S-S—TECTYRA SYSTEMS A 0-1- .1 Eastern EAST ME— EYPPLY ��Milfljjj SN 0 V?/, ST Af SERIES 176 HR VINYL HORIZONTAL SLIDER WINDOW NON — IMPACT 74" X 63" 51 1. = 4 . 1, 4 —10 '4-W, ; INSTALLATION DETAILS AT �-A;, tf OF BRAWN. DWEI �NO�� 08-03045 /;/ O;AL 5CALE NITS DATE 02/15/17 1 SHEET 4 OF 6 L. ROBERTO LOMAS RE 1432 WOODFORD RD LEWISVILLE, NC 27023 Luis R. Lomas P.E. FL No.: 62514 434-688-0609 rilomas@frtcmaspe.com REVISIONS 1 REV DESCRIPT*N DATE f APPROVED I CONCRETE/MASONRY 2 1/2" MIN. BY OTHERS EDGE DISTANCE 4 1 1/4" MIN, 1 1/4" MIN, 6 <. EMBEDMENT EMBEDMENT t CONCRETE/MASONRY BY OTHERS OPTIONAL 1 X BUCK > 4 1 /4" MAX. OPTIONAL 1 X BUCKro SEE MOTES 3 - 7 SHIM SPACE SEE NOTES 3 7 1/4" MAX, SHEET 1 SHEET 1 � 11 SHIM SPACE - - 3/16" TAPCON INTERIOR BACKER ROD - a & APPROVED SEALANT EXTERIOR BACKER ROD & APPROVED SEALANT V3/ 76" TAPCON 1/4» MAX.OPTIONAL 1X BUCKSHIM SPACE SEE NOTE 3 - 7SHEET 1 a a� 1 1 f4" MIN. EMBEDMENT 2 a 1/2" MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS o VERTICAL cRoss sEcrrOnr coNcRE€EfMAsaNRY tNs€AtLAFrcty NOTES: z 1/2" MIN. a� EDGE a DISTANCE - EXTERIOR BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL COl+tCRETElftAASONRY INSTALLATION 7, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2: PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNER IN ACCORDANCE WITH ASTM E2112 SIGNED: 04/05/2017 — ea+rc a 2. RbN+£STFC A MET0IDG P. L 0g � ..v i-0. CCPA3Y.YdM Sy, �" e SERIES 175 HR VINYL HORIZONTAL SLIDER WINDOW NON - IMPACT id" X 63'" INSTALLATION DETAILS' DRAWN: N� C#$-D-3O645 z✓�dYONALlt�� f NTS DarE 02f95/17 OF 6 L ROBERF6LOMAS RE t4324YO00FC}ftB RB LEWISVtLLE, NG 27D23 LcaisR. Lomas P.E. FL %16: 62514 434-688-0603 rftamas@Irfamasp2-cBrrr APPROVED SEALANT BEHIND FIN #$ WOOD SCREW 7/16" M', EDGE DISTA EXTERIOR 7/16" MIN EDGE DISTANCE #$ WOOD SCREW APPROVED SEALANT VERTICAL CROSS SECTION BEHIND FIN WOOD FRAMING OR 2X BUCK INSTALLATION WOOD FRAMING BY OTHERS _ 1/4" MAX. SHIM SPACE -_ WOOD FRAMING BY OTHERS 1/4- MAX SHIM SPACE WOOD FRAMING BY OTHERS REVISIONS REV DESCRIPTION DATE I APPROVED 1/4" MAX SHIM SPACE INTERIOR 1 1/4" MIN, EMBEDMENT f O #$ WOOD SCREW APPROVED EXTERIOR SEALANT 7/16" MIN BEHIND FIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0410512017 R SiiTEC UYA:. SYSTFFAS SSERN AM— ifiJ4 00 y �� `� t F€ � Y yid 4 fi✓. n< r". R5 OR10A b942 - "'%.�` EU * * SERIES 176 HR VINYL. HORIZONTAL SLIDER WINDOW g =, NON — IMPACT 74" X 63" INSTALLATION DETAILS kT OF iG`s'm 1 'r/o¢%, yt�4ORVDt` ','"�,4,°`' DRAWN: 6WG NO. REV - $ ��/ ZONAL Sti3045 SCALE DATE NTS 02/15/17 6 OF 6 L. ROBERTOLOMAS RE Lomas P.E. L Luis R. 1432 WOODFORD RD LEWISVILLE, NO 27023 EL 62514 434-&88-0609 diomas�tatomaspe,cam 11 /15/21, 4:48 PM Florida Building Code Online BCIS Home Log In j User Registration HotTopicsSubmit Surcharge Stats&Facts Publications ContactUs BCISSite Map Links Search Product Approval 'W" USEW Public User (elik ELQ-dWLA-Ptroy Ln,=QU > ELadu,t or Agpkieatio > ApQjjg_,atonLmt > Application Detail NNIN FL # FL22201-P3 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 Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Eastern Architectural Systems 16341 Domestic Ave, Ft. Myers, FL 33912 (800) 432-2204 Ext 4305 easengineering@easternmetal.com James Flesher easengineering@easternmetal.com Jim Flesher 10030 Bavaria Rpad Fort Myers, FL 33913 (800) 432-2204 jflesher@easternmetal,com Windows Horizontal Slider Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Sta_ndard AAMA/WDMA/CSA 101/1.S.2/A440 Product Approval Method Method I Option A Date Submitted 10/24/2020 Date Validated 10/26/2020 Date Pending FBC Approval http,s://floridabuilding.org/pr/pr_appjtl,aspx?param=wGEVXQvADquYPIHVa8bqMSJU9usHxpwi2jUMkWSIf�/�2bWFPDQOIuBE9g°/a3d%3d Year 2011 1/2 11115/21, 4:48 PM Florida Building Code Online Date Approved 11/03/2020 ........-,.,m.,-.w.......,..�-m.w i r.W.�... ........-..._ .�»..._.,.._..W,.,.,..._...., _.._.....,..,,.,..,..,.....W..,.,....,- FL # Niodely Pduerilser or Name �; Description .__.,..�.._._ ....,_....-., i .,...,.W..,..>..,,......,..., __�...-..�_....,. __-.__..�.m.. 22201.1 Series `176 HR Vinyl Horizontal Slider Series 176 HR Vinyl Horizontal Slider Window - Non Impact 74" Window x 63" Limits of Use Approved for use in HVHZ. No Approved for use outside HVHZ: Yes Impact Resistant: No Resign pressure: +70.0/-70.0 Other: 22201.2 S§erlPe„s-146 iR°P 3-3 Vir Horizontal jider Window Limits Se p eyed for use in HRHZ.. No proved for use outside H4lliZ: Yes Impact Resistant: No Design pressure: N/A bother: REFER TO INSTALLATION DRAWING 222013 l Series 176 HRP 4-2-4 Vinyl Horizontal Slider Window Limits of Use 3 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A i other: REFER TO INSTALLATION DRAWING Certification Agency Certificate I2{t-C CAC NI01342.04-R2.pdf Quality Assurance Contract Expiration Date 09/30/2024 Installation Instructions &22201 R3 II 08 0I 4-;fib Verified By: LUIS ROBERTO LOMAS 62514 Created by Independent Third Party: Yes Evaluation Reports Fi.2)2,Qj ,I? E_5_U 24�pp f Created by independent Third Party: Yes Series 176 HRP 3-3-3 t7irip+desital Slider Window Non - Impact 111 x 63 Certification Agency Certificate F11722 1 R3 AC NIO E4 2,O i Ri..pdf F :_"_A" 2 1:pdf; Quality Assurance Contract Expiration Date 09/30/2024 Installation Instructions FL222 1 R3 II 8- ' Q46 pdf Verified By: LUIS ROBERTO LOMAS 62514 Created by Independent Third Party: Yes Evaluation Reports Created by rode e T arty: Yes Series 176 HRP 4-2-4 Vinyl Horizontal Slider Window Non - Impact ill x 63" W__. _-.._....._____....... ........... ___....-..______ Certification Agency Certificate EU R C C A. N 01. 482.02-R2.p Quality Assurance Contract Expiration Date 09/30/2024 Installation Instructions Ft22-'0 R3 SI 08-030�pd Verified By: LUIS ROBERTO LOMAS 62514 Created by Independent Third Party: Yes variation Reports E 22201 R3 At 513926.Rdf Created by Independent Third Party: Yes FE, ILI"l onta t U5 :: 2 1 BI it n , T I FL 2 99 Phon : 03Q-4A -1824 The state of Florida is an AA/EEO employer. Q right 2007-2013.State of Florida :: iv ey Statement :::Ai; e sibility.5tatement :: R fund Stat m n 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 anyquestions, please contact 850.487,1395. *Pursuant to Section 455.275(i), FloridaStatutes, 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, r.S., please click,tSM. Product Approval Accepts: https:llfloridabuilding.org/pr/pr appjtl.aspx?param=wGEVXQwtDquYPIHVa8bgMSJU9usHxpwi2jUMkWSlf%2bWFPDQOIuBE9g%aid%3d 2/2 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5, WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12, UNITS MUST BE GLAZED PER ASTM E1300-04/09. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REOUiRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14, FOR FIN INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. TABLE OF CONTENTS iEET NO, DESCRIPTION 1 NOTES 2 — 3 1 ELEVATIONS 4 — 7 1 INSTALLATION DETAILS REVISIONS 1 ' REV DESCRIPTION DATE APPROVED 15. FOR FRAME ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #12 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR FRAME ANCHORING INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17, FOR FRAME ANCHORING INTO METAL STRUCTURE USE #12 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18, ALL FASTENERS TO BE CORROSION RESISTANT. 19.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION! INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI, C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8" THICK MINIMUM SIGNED: 0410512017 EASTERN A—iffcCTURHL SYSTEMS AANISV-1 EASTERN METAL V—Y _RIES 176 HRP 3-3-3 VINYL HORIZONTAL SLIDER WINDOW NON — IMPACT 111" X 63" V-.TfATf4 NOTES MOF , Oi tS34 e MWN: DWr NO. REv .DATE D$ D6 qd VPb L.It� ALE NTS 02/17/1& 1 OF 6 L. ROBERTO LOADS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 Luis R. Lomas P.E. FL NO' 62514 434-668-0609 dlbmas-ekfomaspexom - 111" MAX FRAME WIDTH 6" MAX 14 1/2- MAX O.C. 6" MAX T-, 24" MAX O.C. 63" MAX FRAME HEIGHT j 6" MAX 11 6" MAX /X /X o <= SERIES 176 SS VINYL HORIZONTAL SLIDING WINDOW EXTERIOR VIEW FIN INS TALLATION DESIGN PRESSURE RATING IMPACT RATING :t55PSF I NONE NOTES: 1. MAXIMUM SASH SIZE: 36 7/8" X 60 9/16-. 2. MAXIMUM D.L.O.: 33 5/8" X 57 1/16". HARDWARE SCHEDULE A. ASHLAND DUAL LOCKS WITH KEEPERS (D2100AL/R) AT SASH TOP AND BOTTOM RAIL 5 3/4' FROM CORNER. ASH' B. 1(2� ER.LLER HOUSINGS AT EACH CORNER OF SASH BOTTOM RAILS. C. ( 1� L" C. 1(1) ALUMINUM REINFORCEMENT (10300265) IN FIXED MEETING RAILS D. 1(5) ALUMINUM REINFORCEMENT (10300256) IN SASH RAILS AND STILES i. I DESCRIPTION I . I A. 11 111' MAX FRAME WIDTH 6" MAX 7" MAX O.C. 6" T— L— - loll MAX O.C. 63" T- MAX FRAME HEIGHT 6" MAX EXTERIOR VIEW FLANGE INSTALLATION DESIGN PRESSURE RATING IMPACT RATING - 70,01-80. OPSF NONE SIGNED: 0410512017 A-M.1 EAStern ....... xx\ S R. to SERIES 176 HRP 3-3-3 VINYL HORIZONTAL SLIDER WINDOW NON - IMPACT 111" X 63 A !A� 70F ELEVATIONS T" DRAWN: -13 NO. I REV 0 Ftot C'\' - 5 V.L. 08-030��- '/Iffnikk SCALE NTS DATE 02/17/16 1 SHEET 2 OF 6 L. ROBERTO LOMAS P.E. Luis R. 1-omas P.E.1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rilo�s@frtomaspe.com FL N0.: 62514 REVISIONS REV DESCRIP710N DATE APPROVED 1/2" MIN. EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS 1 3/81, MIN. EMBEDMENT �0 i 3/8" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE BACKER ROD � & APPROVED Q 1/4 MaX INTERIOR SEALANT SHIM SPACE 1/2» MIN. CIS— EDGE DISTANCE #12 WOOD SCREW Q EXTERIOR # 12 WOOD ._. SCREW O 0 � WOOD FRAMING HA OR 2X BUCK INTERIOR BY OTHERS BACKER ROD EXTERIOR & APPROVED SEALANT # 12 WOOD JAMB INSTALLATION DETAIL U SCREW WOOD FRAMING OR 2X BUCK INSTALLATION C� G� SACKER ROD & APPROVED 1/4' MAX. SEALANT ( - SHIM SPACE WOOD 'FRAMING 0 4 1 3/8" MIN. OR 2X BUCK BY OTHERS EMBEDMENT 1 /2' MIN. SIGNED: 0410512017 EDGE DISTANCE JSF WtkAM 19F£%F 5Y5FEta5 1 { p +. `�{�}1ltst#I L VERTICAL CROSS SECTION TE eTu swLY 0 WOOD FRAMING OR2XBUCK INSTALLATION 634160ktE5SiC AV F-I-En �ok.+:9.12 _ SERIES 176 HRP 3-3-3 VINYL HORIZONTAL SLIDER WINDOW N 64 PION - IMPACT 111"X63" 4TAfgrOF INSTALLATIONDETAILS NOTES: DRAWN: D-WO N-0. REV 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, SHOWN FOR CLARITY. Y.L. 08—O3D4�6NOT /f7I IAL1 It 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE SCALE NTS:... DATE 02/17/16 S-3 OF 6 DESIGNED IN ACCORDANCE WITH ASTM E2112 L. ROSERDLEWISVI P.E. Luis R. Lomas P.E. 143434-68DFflRII RDLEW91r1cmaspeco 023 FL No.- 62514 434-688-RBOS rltamas{vildorrr3spe.com METAL STRUCTURE BY OTHERS APPROVED SEALANT fi�F3 �FIF�s{ BACKER ROD & APPROVED SEALANT META STRUCTUR BY OTHER 3/4" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL. STRUCTURE INSTALLATION 3/4" MIN EDGE DISTANCE 1/4" MAX. SHIM SPACE NOTES: T. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 >MS OR DRILLING V INTERIOR SMS OR F DRILLING 'EW 1 /4" MAX. SHIM SPACE REVISIONS REV DESCRIPTION DATE I APPROVED 1 /4" MAX. SHIM SPACE T- INTERIOR 3/4" MIN. EDGE DISTANCE 0 #12 SMS OR 0 SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS EXTERIOR BACKER ROD & APPROVED JAMB INSTALLATION DETAIL SEALANT METAL STRUCTURE INSTALLATION SIGNED: 0410512017 A5'fERN ARCHIT&CYJR1 XI345 EasternESS EP IYtS)ONGf 12� ffl",/'.' "will W o f1,�g�/ +} y < 4RTIXR5, R6RVOA339t2 a. ktt SERIES 176 HRP 3-3-3 VINYL HORIZONTAL SLIDER WINDOW � bt 0AT NON — IMPACT I11" X 63" s INSTALLATIONd DETAILS ' OF � DRAWN: DWG NO. REV its s(}E 046 i f ill' ZONAL SCALE Dk'E£ NTS 0( 17/16 4 OF 6 £. ROBERTO LOMAS RE t432WOODEORt3 RC3LENltSVffLE, NC 27023 Lids R. Lomas P.E. FL No.: 62S'I4 434-688-0569 rtlamasC�tdamaspe.cI, REVISIONS REV DESCRIPTION DATE APPROVED CONCRETE/MASONRY 2 1/2" MIN. BY OTHERS EDGE DISTANCE 4 d' 1 1/4" MIN. EMBEDMENT 1 1/4" MIN. EMBEDMENT OPTIONAL 1X BUCK CONCRETE/MASONRY BY OTHERS SEE NOTES 3 - 7 � 1/4" MAX. Ag 1/4" MAX. SHEET 1 SHIM SPACE OPTIONAL 1X BUCK SHIM SPACE SEE NOTES 3 - 7 > ` r- SHEET 1 1/4" TAPCON BACKER ROD 1/4" TAPCON & APPROVED INTERIOR SEALANT 4 INTERIOR EXTERIOR 9 " q 71 p:: 2 1/2- BACKER ROD MIN. EDGE ---- & APPROVED e DISTANCE SEALANT u D€ s' !� 1/4" TAPCON EXTERIOR BACKER ROD & APPROVED JAMB INSTALLATION DETAIL 1/4" MAX. SEALANT CONCRETE/MASONRYINSTALLATION OPTIONAL 1X BUCK SEE NOTE 3 - 7 �a SHIM SPACE SHEET 1 � _ f SIGNED: 0410512017 e - 4 .a a' a dp 1 1/4' MIN. EASTERN AA-10N ORRt SYSTEMS EasreaN MErpE SYPPLY tttTp(tS 1Y{t 4titj4� q" � .A s a a EMBEDMENT < 16?64 DOMESTIC RVE v.4 � qqyy �✓ a e. < � ...n:u wrm•r.>.m a nx,r<,r. E&x}432224f'fLOR10k 333t2 qa T� +�%<��yy �9$y�tp..a��i^s>� . .. ,�' ° .<r. 2 1/2" M#N. SERIES 176 HRP 3-3-3 VINYL HORIZONTAL SLIDER WINDOW NON - IMPACT 111" X 63" 1e' 51 EDGE DISTANCE CONCRETE/MASONRY INSTALLATION DETAILS ?AT BY OTHERS DRAWN: DWG NO. REV ✓��" w�L �I}�i�xi?�a°k y� VERTICAL CROSS SECTION NOTES: 0 Q CONCRETE/MASONRY INSTALLATIONNTS INTERIOR AND EXTERIOR FINISHES, BYOTxERS, SCALE-- DA e fl2%17f16 : 5 OF 6 NOT SHOWN FOR CLARITY. 2PERIMETER AND JOlNTSEALANFBYOTHERS TOBE L. ROBERTO LOMAS RE Y434 WOODFORD RD 27023 Luis R, LomasP.E, DESfGPIEDfNRCCORDRNCEWOTHFtSFfiAE2fi2 mas0irlomas e. 43h688-d609 rtlomasC�ldomaspe:oom FL NO.:.62514 APPROVED SEALANT BEHIND FIN #10 WOOD SCREW 7/16" MI EDGE D€STA 7/16" MIN EDGE DISTANCE #10 WOOD SCREW APPROVED SEALANT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION WOOD FRAMING BY OTHERS _ 1/4" MAX. SHIM SPACE WOOD FRAMING BY OTHERS 1/4' MAX SHIM SPACE INTERIOR 1 1/4" MIN. (fig EMBEDMENT j(c #10 WOOD SCREW APPROVED 7/16" MIN SEALANT EDGE DISTANCE BEHIND FIN 1/4" MAX SHIM SPACE REVISIONS REV DESCRInON DATE RPPR4YEfl JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED 0410512017 — WOOD FRAMING BY OTHERS EASiE. N ARGMI' CC AL SVS EMS. az on sx s .:r 11 t F d r %'N Z (j `+*' 0 T ktxERS.�LDWen3's312 �� SERIES 176 HRP 3-3-3 VINYL HORIZONTAL SLIDER WINDOW � �� NON - IMPACT 11 1 °' X " e ; 1 'SAT INSTALLATION DETAILS £?P r DRAwN: DWG No. REv+Z7F#i ta` INTERIOR 0$ _ 04�6 r��7 t� �� 11.. AND EXTERIOR FINISHES, BY OTHERS, scuE' DATE Sn0E3S' 6 NTS 02j17j96 6 OF 6 NOiSHOWNFORCLARITY 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE Y'1fTHASTM E21t2 L. ROBERTOLOMAS RE 1432 WOODFORD RD LEWISVILLE, NC 27023 LUjg R. Lomas P.E. FL No,: 62 514 434-688-0609 rllomasCPirtomaspecom