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Home My WebLink About22-40535335 Eighth Street Zephyrhills, FL 33542 BAR-004053-2022 Phone: (813) 780-0020 1 Issue Date: 05/12/2022 I 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 subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. . WI! Complete 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 OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE P'W" 20n A PEfIT OFFICEf --- ITHOUT APPROVED INSPECTION 818-700-0020 City of ZephyrhillsPeODit Application Faxu13-780-0021 Building Department Date Received Phone Contact for |) ___2n | Owner's Name � � ' [}��V ' ( ��\��\c, r` `V Owner's Address |EA(` V=^\ Owner Phone Number Owner Phone Number Owner Phone Number JOBAoDRESS LDT# SUBDIVISION v i PANCEL|D# ^ ) (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW comrrx ADD/ALT [---} 8|0N [--1 �—� DEMOLISH E INSTALL �_] REPAIR PROPOSED USE F--1 8FR F—1 COMM E=l OTHER TYPE OF CONSTRUCTION [--1 BLOCK [—� FRAME �--1 STEEL F--| DESCRIPTION OFWORK BUILDING SIZE 8CI FOOTAGE �] HE|GHT MBUILDING VALUATION OF TOTAL CONSTRUCTION F--lELECTR|CAL =PLUMB|N8 [__1MECHAN|CAL =GAS FINISHED FLOOR ELEVATIONS AMP SERVICE �--| DUKEENERGY VALUATION OFMECHANICAL INSTALLATION [--1 ROOFING F—� SPECIALTY = OTHER FLOOD ZONE AREA =YES B��COMPANY SIGNATURE �`/!�_] Fseooensw YiN_] Address I Lio*nso# ELECTRICIAN COMPANY SIGNATURE nEo/arsREo �`/!��_j psEouxREw [_yiN_] Address Liuense# PLUMBER COMPANY SIGNATURE nEmureneo [,2� psscunRem [_ZLN _] Address Lioonue# MECHANICAL COMPANY SIGNATURE ncemrsnso �./!�_] rsscon*sw [_y|N _] Address Liconoe# OTHER COMPANY SIGNATURE nse/srEnso `Y/N_] peEoonnsw Address Linenoo# RESIDENTIAL Attach (2) Plot Plans; (2)sets nfBuilding Plans; (1) set orEnergy Forms; R+]-WPermit 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;YV Permit for new construction. Minimum ten (1V) working days after submittal date. Required nnaito.Construction Plans, GmrmwaerPlans wYSilt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2)sets o(Engineered Plans. °^~^PROPEnTvSURVEY required for all NEW construction. Directions Fill out application completely. Owner & Contractor sign back o[application, notarized hover $2sVV.aNotice ofCommencement isrequired. (#Cupgrades over $7sV0) — Agent (for the contractor) mPower of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Remofs if shingles Sewers Service Upgrades A/C Fenuma(PbVSumey/Footage) Driveways -Not over Counter Jnmpublic modeayo.nooUoROW NOTICE CJFDEED RESTRICTIONS: The undersigned understands that this permit may besubject to^deed"restrictions" which may bnmore 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 |avv, both the owner and contractor may be cited fore misdemeanor violation under state |ovv. 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. Fudhernoona, if the owner has hired u contractor or nontnaotuns, 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 been 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 tothe construction of new bui|dinDo, change of use in existing bui|dingo, or expansion of existing bui|dings, as specified in Pasco County Ordinance number8Q-U7 and 80-07. as amended. The undersigned also undenatandn, that such foes, as maybe due, will be identified atthe time of permitting. It in further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving o "certificate ofoccupancy" or final power release. If the project does not involve e certificate of occupancy or Ono| power release, the #aeo must be paid prior to permit issuance. Furthermore. if Pasco CnuntyVVater/Gevver 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): |fvaluation nfwork is$2.50O.O0nrmore, | certify that |, the opp|icant, 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", | certify that | have obtained a copy nfthe above described document and promise in good faith to deliver iitothe ''owner^prior tocommencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: | 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. | certify that no work or installation has commenced prior to issuance of permit and that all work will be performed to meet standards of all |owa regulating oonstruntion. County and City codes, zoning regulations, and land development regulations in the jurisdiction. | also certify that | understand that the regulations of other government oQenoioo may apply to the intended work, and that it is myresponsibility toidentify what actions | must take tobeincompliance. Such agencies include but are not limited to: - Department ofEnvironmental Protection -Cypress Bayheada, VVat|ond Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. ' Southwest Florida Water Management Distriot-VVe||s, Cypress Bayheade, Wetland Areae, Altering Watercourses. - Army Corps ofEngineere-SeavvaUn.Docks, Navigable Waterways. - Department of Health & Rehabilitative Servioes/Envivonmental Health Unit-VVe||a, Wastewater Treatment, Septic Tanks. ' U8Environmental Protection Agency -Asbestos abatement. - Federal Aviation Authority- Runways. | understand that the following restrictions apply tothe use offill: - Use offill ionot allowed inFlood Zone ''\y'unless expressly permitted. - If the fill material is to be used in Flood Zone ''A', it is understood that o drainage plan addressing a '' compensating volume" will be submitted at time ofpermitting which is prepared by professional engineer licensed by the State of Florida. - If the fill material in to be used in Flood Zone ''A" in connection with o permitted building using stem vva|| construction, | certify that fill will be used only tofill the area within the ebam vvm||. ' If 0| material is to be used in any area, | certify that use of such fill will not adversely affect adjacent properties. D use of fill is hound to adversely affect adjacent pnoperties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots |uoo than one (1) acre which are elevated by fill, on 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, | understand that e separate permit may be required for electrical work, p|umbing, oigno, vve||o, poo|a, air oondiUoning, gms, 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 igsuenoa, 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 berequested, in writing, from the Building Official for a period not toexceed ninety (8U)days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. by ,jr al wn to me as identification. INSTR#2022103603OR BK10609 PG2097 Page 1 of 1 05/06/2022 11:42 AM Ropt: 2453189 Rec: 1 O00 IDS: 0 00 IT: 0.00 Wilcki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller 0 Permit No. Property Identification No. THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Section 713, 13 of the Florida Statutes, the following information is provided in the NOTICE OF CONINIENCETENT. 1. Description of property (legal descriodon:) ALMA VkLAGE ESTATES PHASE I PS 19 PO 69 LOT 93 OR 6283 PG 1375 a) Street Address: 38514 PIEDMONT AVENUE. ZEPHYRHILLS. FL 33W 2. General description of improvements, Size for Ssze v"N-o'ivs to be instaj?eo 3, Owner Information a) \Name and address: PHU'PSEN JAY EDWARD & PHLIPSFN DEBBIE ANN 38-514 P!E--1,40NT AVE ZEPHYRHLLS, FL 3354U b) Name and address of fee simple titleholder (if other than owner) c) Interest in property 100% 4. Contractor Information a) Name and address: Reece 5043m 7181 30th Ave N gaint PeterSburg, F, 3371,� b) Telephone No., 727-522.3035 Fax No. (Opt.) 5, Surety Information a) -ante and address: b) Amount of Bond: c) Telephone No.: Fax No, (Oot,) 6. Lender a) Name and address: 7. Identity of person within the State of Florida designated by owner upon who notices or other document,,; may be served, a) Name and address: b) Telephone No.: - Fax NO. (Opt.) 8. In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 71 3. 130) (b), Florida Statutes: a) Name and address: b) Telephone No,: Fax No. (Opt) 9. Expiration date Of Notice Of Commencement _(the expiration date is one year from the date of recording -- specified): unless a different date is fiat `4 IT OF ih171er or O"Mr! or tor/Partner!Nianager V Print "Name fore inn this daN of 20 2z k, as Pcofauthori�"c leer, trustee, allome\7 in faet) for 4U N Otto I (nameofi;�" Ominstni Oul in,;;tnk nt No ear d). Kno%%n OR Produced Identir, I.n. — _U Wlje�"' Nutar.% Signatu Y—\c PC of Identification Prodi.l "� Name (print)__ C rificaGen pursuant to Section ,,ection 91525� Florida Statutes. U�ndcr ponalries orperjury, I declare that I haoe read the tOregoling and that it are true tD the best 01'my knowl'od e d . the facts stated VSNOI NotarY Pobfic State Of Florida ja Ro,helle LincOln UV COmmission #1141MCE 0D HH 187637 p,1013012025 = Corporate Lakeland Boca Raton 7181 30th Ave N, Saint Sarasota Fort Lauderdale Petersburg, FL 33710 Fort Myers Miami 866-717-8582 License#: CGC1 507607 www.reecewindows.com License#: CGC1 527975 Customer Information Debbie Philipsen 813-838-1480 Date: 04/16/2022 38514 Piedmont Ave deb2029@verizon.net Rep: David Carter Zephyrhills FL 33540 �roject Details This agreement is between Reece Builders/Windows, Inc. and Debbie Philipsen Total number of windows in the home 6 Total number of windows being installed 6 Ion -impact Windows Style Double Hung- Location Dining Room Size 52-49 Quantity 1 Interior Color 777-7 White Exterior Color White Grids No Grids Conservation Glass Style Double Hung- Location Bedroom 1 Size Interior Color Grids ILL 52-49 White Quantity Exterior Color White :I No Grids Conservation Glass F7ill Style Double Hung- Location Bedroom 2 Size 36-49 Quantity Interior Color White Exterior Color White Grids No Grids Conservation Glass Style F-7 Double Hung- Location Master Bedroom 1 Size 36-49 Quantity 1 Interior Color Grids White No Grids Exterior Color White Conservation Glass Style Double Hung- Location Family Room Size 36-50 Quantity 2 Interior Color Grids White Exterior Color White _J No Grids Conservation Glass Page Of Builders[Windows, Inc. Sbace 1972 Customer Name: NLLwS(F� »Bj� Date: it / Z6-- / Z-2— Measuied By: Dale No. LStyle l Location Size Grids TColor Panels Comments It.)rl/ I 1)11,/C— S t I f i- X tl NO v\j 2- D(-/ Q�/ 3/,�, X 49 3/8 T 3 x zAq -;/8 4- X .49 3/9 I-JY 3S5/, X 9 3 D X X X X X X X Grids: Alarm: Existing Windows Wood House Style Customer Understands Alarm Procedure: Vinyl Steel Aluminum Brick Wood 4 Block Company: REECE BUILDERS Job Description: WINDOWS Prepared By: JOHNNNY Client Name: PHILIPSEN Project Number: 19466 Design Data Building Data Wind Velocity (mph) 145 Mean Roof Height 18 Risk Category 2 Building Width (ft) 46 Exposure Category B Building Length (ft) 50 Directionality Factor 0.85 Roof Slope (x:12) 4 Internal Pressure Coefficient 0.18 Design pressures listed below are: Allowable Strength —OPENING MARK 1 OPENING DESCRIPTION DH LOCATION ZONE 4 OPENING ELEVATION 3 — OPENING DIMENSIONS MAXIMUM POSITIVE WIDTH (INCHES) HEIGHT (INCHES) PERSSURE (PSF) 52 50 21.8 MAXIMUM NEGATIVE PRESSURE(PSF) -23.7 2 DH 4 3 52 50 21.8 -23.7 3 DH 4_ 3 36 50 22.4 -24.3 4 DH 4 3 36 50 22.4 -24.3 5 DH 4 3 36 50 22.4 -24.3 6 DH 4 3 36 50 22.4 -24.3 Width of End Zone (a) in feet = 4.6 1-1.1� 11'-. STRUCTURES tNTERNAT*KAL, LLC UA*4ft r�okwm I 4/28/2022 10:22 AM 1/4/2021, Florida Building Code Online BCIS Home I Log In j User Registration j Hot Topics Submit Surcharge i Stats & Facts 4 Publications Contact Us 1 BCIS site map IF Links Search A r da Product Approval USER: Public User Proggct Approval Menu > Product or Application Search > —Application > Application Detail FL # FL28486-R2 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 Product Approval Method Regency Plus Inc 2000 Locust Gap Highway Mount Carmel, PA 17851 (570) 339-3374 tony@cwbyrpi.com Tony Procopio tony@cwbyrpi.com Tony Procopio 2000 Locust Gap Hwy Mount Carmel, PA 17851 (570) 339-3374 tony@cwbyrpi.com Windows Double Hung Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute 51anAff-d AAMA/WDMA/CSA 101/l.S.2/A440 Method I Option A Date Submitted 11/06/2020 Date Validated 11/09/2020 Date Pending FBC Approval hftps://www.floridabuilding.org/pr/prapp_dti.aspx?param=wGEVXQwtDqvsWZ7iutEqYpU7vOmfZjgUK99bH7YOlhw2605Lao3tlw`/`3d`/`3d Year 2011 1/2 1 /4/2021 Date Approved 11/20/2020 Summary of Products FL # Model, Number or Name Description u 28486.1 Series 8313 Vinyl Tilt Double Hung Series 8313 Vinyl Tilt Double Hung Window 53" x 77" Non j Window Impact Through Jamb Anchoring. j Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL28486 R2 C CAC NIO14261-R1.pp-df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/31/2022 Design Pressure: +50/-50 Installation Instructions Other: FL28486 R2 II RPLS0076 RevQ Series-8313-DH ss.p_df Verified By: Robert J. Amoruso, F.E. FL License No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL2$4$6 R2 AE PERNo2579 Rev2 FL2$486 8313 QH ss.pdf Created by Independent Third Party: Yes s--e[ text 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 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: RE https://www.floridabuildinq.orq/Dr/i)r am) dtl.aspx?param=wGEVXQwtDgvsWZ7iutEgYRU7vOmfZjqUK99bH7YOlhw2605Lao3tlw%Q3d%3d 2/2 SERIES 8313 VINVL TILT DOUBLE HUNG WINDOW r 53" MAX. FRAME WIDTH -1 d 6" MAX. O.C. (TYP.) NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. WOOD FRAMING, 2X WOOD BUCK, METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND CONCRETEIMASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER CONCRETEIMASONRY IS OPTIONAL. WHERE 1X BUCKS ARE USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND IX BUCK INTO CONCRETEIMASONRY SUBSTRATE. WHERE I BUCK IS NOT USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME INTO CONCRETEIMASONRY SUBSTRATE. 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. 4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO THE FOLLOWING. 4.1. AAMA/WDMA/CSA 101/I.S.2/A440-11. SEE TEST REPORT NO. NCTL-110-21524-2, DATED 10/16/18 BY NATIONAL CERTIFIED TESTING LABORATORIES, YORK, PA. 5. MATERIAL: 5.1. FRAME: EXTRUDED RIGID PVC 5.2, REINFORCEMENT: 5.2.1. GALVANIZED STEEL TUBE - TOP RAIL OF SASH AND INTERIOR MEETING RAIL. 5.22. U-SHAPED GALVANIZED STEEL - BOTTOM RAIL OF SASH AND EXTERIOR MEETING RAIL. 6. GLAZING: 6.7. GLAZING DETAIL AS TESTED: 22.1mm (0.870") NOMINAL O.A. IGU COMPRISED OF 2 LITES OF 3mm (0.119") TEMPERED GLASS AND 16.05mm (0.632") STAINLESS STEEL SPACER (TYPE SS-D). INTERIOR GLAZED AGAINST A (2)-LEAF DUAL DUROMETER BACK BEDDING AND A SNAP -IN (2)-LEAF DUAL DUROMETER RIGID VINYL GLAZING BEAD. 6.2. 6.3. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. ALTERNATE GLAZING MEETING THE REQUIREMENTS OF AAMANJDMA/CSA 101/I.S.2/A440 SHALL BE ALLOWED PER ASTM E1300 IN NON-HVHZ LOCATIONS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1116' OR GREATER OCCURS. MAXIMUM 9-3/8' MAX. ALLOWABLE SHIM STACK TO BE114". O.C. (TYP ,) 9. FOR ANCHORING INTO CONCRETE/MASONRY USE 3/16" FLATHEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2' MINIMUM EMBEDMENT INTO CONCRETE WITH 1 118" MINIMUM EDGE DISTANCE AND 1' MINIMUM EMBEDMENT INTO MASONRY WITH 2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/- V TOLERANCE. 6 MAX 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE#10 FLAT HEAD WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM . EMBEDMENT INTO SUBSTRATE WITH 3/4" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR O . C . (TyP •) LOCATIONS HAVE +L V TOLERANCE. 11. FOR ANCHORING INTO METAL STRUCTURE USE #10 FLAT HEAD SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 3/4" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/-1"TOLERANCE+ 12. ALL FASTENERS TO BE CORROSION RESISTANT. NOTES: 1. MAXIMUM TOP SASH SIZE: 49.063" X 37.188"; MAXIMUM BOTTOM SASH SIZE: 50" X 37" 2. MAXIMUM TOP SASH D.L.O.: 45.563" X 33.375"; MAXIMUM BOTTOM SASH D.L.O.: 46.813" X 33.188" 3.0.938" X 0.25" WEEP HOLE AT 1" FROM EACH END OF EXTERIOR SILL FACE. 4. 1.27" X 0.3" WEEP HOLE AT 3.625" FROM EACH END OF EXTERIOR SILL FACE. 5.0.375" X 0.375" WEEP HOLE AT EACH END OF INTERIOR SILL TRACK. 13, 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: 13.1. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 13.2. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI 13.3. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, MEDIUM WEIGHT WITH DENSITY > 117 PCF 13.4. METAL STRUCTURE: STEEL 18GA (0.0428'), 33KSi OR ALUMINUM 6063-T5 0.048" THICK MINIMUM TABLE OF CONTENT SHEET DESCRIPTION 1 ELEVATION, ANCHORING AND NOTES 2 INSTALLATION DETAILS 3 BILL OF MATERIALS DESIGN PRESSURE RATING (PSF) IMPACT RATING +50.0/-50.0 NONE m n M qP z Ja O ❑ �D Z U) 3 3W 00 a Zz D0 Z X no Z W a < a = 4 m Z > Z a d ❑ 0 a Lu U❑Z u W f- U J Z ❑ C G t90U}z W JF-Z_O a Q N W m LU WLu m Robert J. Amoroso, P.E. Florida P.E. No. 49752 tttQt{tlltf�rytFR`+ Slt6kE$ t 6 � St'A E OF a YP`'h PL11ttAu 1Ee��'�e. Digitally signed by Robert J. Aoruso, P.E. Date: 2018.11.21 10:45:00-05'00' PTC Producl Design Group, LLC PO Box 520775 Longwood, FL 32752-0775 321-690-1788 info@ptoowp.com FBPE Certificate of Authorization No. 25935 INSTALLATION SUBSTRATE BY OTHERS. SEE NOTES 1 TO 3 THIS SHEET. wit HE INS BY HEAD BEDDED IN SILICONE SEALANT IL-ju 1/4" MAX. SHIM SPACE PERIMETER SEAL BY QTHERS/ VERTICAL CROSS SECTION WOOD FRAMING, 2X WOOD BUCK, CONCRETE/MASONRY OR METAL FRAME APPROVED ED IN SEALANT MIN. EMBEDMENT, INTERIOR --SEE NOTE 5 THIS 1/4" MAX. SHEET. SHIM SPACE I INSTALLATION ANCHOR. WOOD SCREW SHOWN. SEE NOTE 5 L) THIS SHEET FOR ANCHOR TYPE w z REQUIRED. 0 n MIN. EDGE DISTANCE. SEE NOTE 5 THIS SHEET. z 0 VINSTALLATION 0 :z SUBSTRATE z EXTERIOR PERIMETER SEAL BY OTHERS. SEE NOTES 1 BY OTHERS TO 3 THIS SHEET. Z —WINDOW WIDTH -----� D U) < HORIZONTAL (JAMB) CROSS SECTION j< 0- 0 z z WOOD FRAMING, 2X WOOD BUCK, _j w 00 N CONCRETE/MASONRY OR METAL FRAME v u~ 2 z :) w 7, I— � APPROVED w 0 < 00 u L U _i 1_� ZU) INSTALLATION NOTES: 2 5;z 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: 1.1, WOOD FRAMING 12 STEEL STUD FRAMING AND 1.3. CONCRETE AND/OR MASONRY 2. SUBSTRATE OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO Of ui U) STRUCTURE. FRAMING AND CONCRETEIMASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL. WHERE IX BUCK IS NOT USED, DISSIMILAR R.b.'t P.E. MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR J.ive., Bonds P.E. 49752 MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF nrsttrary 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". "o' 5. SUBSTRATE ANCHORING METHODS: t. 5.1. FOR ANCHORING INTO CONCRETE/MASONRY USE 3/16' FLAT HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 I12"MINiMUM EMBEDMENT INTO CONCRETE WITH 1 118"MINIMUM EDGE DISTANCE AND 1" MINIMUM EMBEDMENT INTO MASONRY WITH 2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE -/- V TOLERANCE. Dig itolly's'jg,ned 5.2. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 FLAT HEAD WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A I 318"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 3/4'MINIMUM by Robert J. EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +/- 1" TOLERANCE. Amorusci, P.E. 5.3. FOR ANCHORING INTO METAL STRUCTURE USE #10 FLAT HEAD SMS OR SELF DRILLING SCREWS Date: 2018.11.21 WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL 10:44:42 WITH 3/4"MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND -05'00' INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE +1- 1" TOLERANCE. PTC Product Design Croup, LLC 6. INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY. PO Box Longwood,, FL 3220775 5 752-0775 321-690-1788 jnfo@pt,arp.wm 7. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH FBPE Certificate of Auffiorization ASTM E2112, No. 25935