The URL can be used to link to this page

Home My WebLink About22-5215r,% Zoity of Zephyrhill- 5335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 1 BAR-005215-2022 Issue Date: 11/15/2022 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. !I IIIIIIIIi"Pil IM1111FIR 111 11 111 I . 0 77NIWA1% T accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. A CONT OR SIGNATURE PEfAIT OFFICE[) PER IT EX -61IRES IN 6 MONTHS WITHOUT APPROVED WIMOV- 1 0r r0 0 0�r r r 91M.- 813-780-0020 City Of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permitting -- Owner's Name NA1 C\ I Owner Phone Number d 1 t Owner's Address 6 LQLQ Owner Phone Number® Owner Phone Number JOB ADDRESS LOT # SUBDIVISION PARCEL ID# , 1 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR ADD/ALT SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK ! 1 t 1 e BUILDING SIZE SQ FOOTAGE HEIGHT BUILDING $ VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $ AMP SERVICE DUKE ENERGY W.R.E.C. PLUMBING $ MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION GAS ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY t S SIGNATURE REGISTERED Y / N I FEE CUR LLLN -t Address \i License# ELECTRICIAN COMPANY SIGNATURE REGISTERED Y / N FEE CURREN Y / N Address License # PLUMBER COMPANY SIGNATURE REGISTERED Y / N FEE CURREN Y / N Address License # MECHANICAL COMPANY SIGNATURE REGISTERED Y / N FEE CURREN Y ! N Address License # OTHER COMPANY SIGNATURE REGISTERED Y / N FEE CURREN Address License # I�� 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 & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. Directions; 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" restriction which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with a applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If t contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violati under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for t intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-84 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) si portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as t contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pa • s Cou♦nty. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understan V 16111 1•.2, "2 lie is • age ................... ........... ---- LTITI-11 1*401111,14 Eta folojj I XJJ*k4 =MK#ar i tA 1110 A FLORIDA jURAT (F.S. 117.03) OWNER OR AGENT— 0) CONTRACTOR Subcribed and sworn to mW i Mor. met (ICZ �3r jji�rndjl f Subscribed and sworn to (or affirmed) before me this I 1-k ;J-4 b I I _1>y, ( by Who isle ro me or has/have produced Who is/are personally known to me or has/have produced nr�_as identification, as identification. P. No Public of N(i MI orinted or Commission Name of Notary typed, printed or stamped Notary Public State of Florida Cayla Rochelle Lii,,,ol, MyHCHQm,m78is3s7ioII D, Ex10/30/2025 INSTR#2022227817OR BK10711 PG742 Page 1 ovi 10/22t2D22 09:57 AM Rapt 2515973 Rec: 10.00 DS: 0= IT: 0.00 Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller WDSIDUMMAMMMOM Permit No. Property Identification No. 13-28-21-014040OW40X 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 COMMENCEMENT. 1, Description of property (legal descr"on:) MEADOW000, ESTATES RD 15 PIG 106 LOT 2 a) Street Address: 397'80 mEADoyvom LOOP, zEPwRH#tLs, FL 33m2 2. General description of improvements SUM FOR $1ZE WINDOWS TO BE INSTALLED. 3, 0,mier Information a) Name and address, MiTCHELL ROWENA A LOOP PH ILLS, FL & A5Q b) Name and address of fee simple titleholder (if other than owner) c) Intemt in property 100% 4, Contractor Inforrnation a) Narneandaddress: R-800am 7181 -ift Ave N Sakft Peters", FL U710 h) Telephone No.: 727-522-3035 Fax No. (Opt) S. Surety Information a) Name and address: b) Amount of Bond. c) Telephone No.: Fax No. (Opt,) 6. Lender a) Name and address. 7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may be reed; a) Name and address: h) Telephone No.: Fax No, (Opt.) K In addition to hirnself, owner designates the following person to receive a copy of the Lien is Notice as provided in S —iettt 713,13(l) (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 fi-om the date of recording unless a differelat date is Wei tied): WARNING TO S'rATE Of FLORIDA COUNTV OF PASCO Personally Known ORPNroduceriltice ihrml 7 — Notary Signature Type of Identification Produced bmtc� Name (print) Verification pursuant to Section 92.525, Florida Statutes, Under penalties of perjury, I do-clare'thaY have read the foregoing and that the facts stated in it arc true to the best of my knowledge and belief, NOWY PUbHC State of Florid,, CM&'cV'Ia ROefu�tle Linc-�;rj lillit OMMSSion FfC' 187837 E XP'1 oi3W2025 page: —t of Date: —"g "ggggWAL, A, Sarasota FL Orlando 941-355-5227 863-337-4762 Lauderdale Toll Free 754-203-91 ♦ 1Q.S6-Lt7-QRSq This agreement between Reece Builders and Address 0 C/3 IL00.4 City x State /--c zip 3 Mr. Email Mr Call# -:>-26 Mrs; Email Mrs: CeN ,V,is acreaviamt r-ii-,,irQicta 4 SIZE STYLE MAGIC 12LASS IMPACT r, L A- —SS LOW -F FRAME COLD VINYL FMME ...X GRIDS c. acec va Obscure -qlesa vFn CxPippialliju STEEL PANELS `Sill tmIs agreemem OTHER 3 k�7 �7 L is t7' gas fines Total Contract $ Price Down Payment Date Received Balance $ —PY/- To Be Paid ,4o revamping or nearing/ cotiong ducts NO removal of a1c system VoR �m-hook of alarm systems for Vee.IStI1g conditions C4edft Card See Separate Form Type Cash 0 Check 13 # 13 Cash or Check too" upon completion of work mumanna; is guaranteed to be as sp �ilied AI} wcrr toce co,7,p, ej,�d- e in a Manner accofdino to or work to t>e completed, and the financing agreement along with 'whatItems not to be Reece Widers to complete only the above work. I will make my final payment to Reece Builders, or authorize my finance company to make final payment if this is a finance transaction, at the time of completiO sr1bal agreements will not be author zed by the customer or US Reece Builders. In the event that an Item is not satisfactory at the time of completj do The remal der of this agreement voitill be paid in full at e time of pie OF THAT ITEM , TH USTOMER WILL ONLY WITHHOLD THE RETAIL VALUE the co p he customercan r*" ori!.y for final i ;ion. X Date 'Pold nspe a 7-1 Owner X Representative �Xlr�' Owner X BUYER'S RIGHT TO CANCEL: YOU, THE BUYER, MAY CANCEL THIS TRANSACTION AT ANY JE PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION. THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN EXPLANATION OF THIS RIGHT, Page of ........ ... Builders[Windows, Inc. * % f Since 1972 20963 0 IMMENAWAM14 No. No. style Style Location I Size Grids Color Comments OD-- � x 't NO WHITE NO 2 2LS x 97 3 2LS 7% x 7)b 4 2LS x 41 5 2LS X 3/4- X X X X X X X Grids: NO Alarm: Existing Windows REMIMM Customer Understands Alarm Procedure: Wood - Vinyl Steel - Aluminum Brick Wood - Block 9123122, 9:24 AM i-rWerty Appraiser- Ke=u twearon m Company: REECE BUILDERS Prepared By: JOHNNY Client Name: MITCHELL Design Data Building Data Job Description: WINDOWS Project Number: 20963 Wind Velocity (mph) 145 Mean Roof Height 18 Risk Category 2 Building Width (ft) 46 Exposure Category B Building Length (ft) 58 Directionality Factor 0.85 Roof Slope (x:12) 4 Internal Pressure Coefficient 0.18 Design pressures listed below are: Allowable Strength —OPENING MARK I OPENING ---LOCATION DESCRIPTION 2LS ZONE 4 --OPENING ELEVATION 3 — OPENING DIMENSIONS MAXIMUM POSITIVE WIDTH (INCHES) HEIGHT (INCHES) PERSSURE(PSF) 52 62 21.5 MAXIMUM NEGATIVE PRESSURE (PSF) -23.4 2 21-S 4 3 52 37 22.3 -24.2 3 21-S 4 3 73 38 21.7 -23.6 4 21-S 5 3 52 50 21.8 -28.6 5 2LS 4 3 73 62 21.0 -22.9 M- Width of End Zone (a) in feet = 4.6 STRUCTURES WTERNATONAL, LLC ft� uNte-M * 0--C4" P"Aw" , 10/19/2022 8:13 AM dFlorida Product USER: ,.b rero�u pub ic User Product Approval Menu > Product or Ap > ��p > Application Detail -p _p FL # FL11411-R9 Application Type Editorial Change Code Version 2020 Application Status Approved *Approved by DBPP. 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) Regency Plus Inc 2000 Locust Gap Highway Mount Carmel, PA 17851 (570) 339-3374 tony@cwbyrpi.com Tony Procopio tony@cwbyrpi.com Joe Korzenlecki 2000 Locust Gap Hwy. Mount Carmel, SD 17851 (570) 339-3374 joek@window-pros.info Joe Korzeniecki 2000 Locust Gap Hwy. Mount Carmel, PA 17851 (570) 339-3374 joek@window-pros.info Windows Horizontal Slider Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard AAMA/WDMA/CSA 101/I.S.2/A440 TAS 201 TAS 202 TAS 203 Year 2008 1994 1994 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL11411 R9 E-quiv EERNo2520 R?v2 FL11411 2000 5405 HS ss..pLf Product Approval Method Method 1 Option A Date Submitted 10/19/2021 Date Validated 10/20/2021 Date Pending FBC Approval Date Approved 10/26/2021 Summary of Products FL #, Model, Number or Name Description 11411.1 Series 2000 Series 2000 Vinyl Horizontal Sliding Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL11411 R9 C CAC NI006137-R9.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/31/2027 Design Pressure: +40/-40 Installation Instructions Other: FL11411 R9 II RPLS0055 RevB 2000 HS XOX ss.pdf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL11411 R9 AE PERNo2520 Rev2 FL11411 2Q00 5405 HS ss.pdf Created by Independent Third Party: Yes 11411.2 Series 5405 I Series 5405 Impact Vinyl Horizontal Sliding Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11411 R9 C CAC NI006383-R7.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 11/30/2027 Design Pressure: +55/-55 Installation Instructions Other: FL11411 R9 II EPLS0056 RevC 5405 HS XO ss.pdf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL11411 R9 AE PERNo2520 Rev2 FL11411 2000 5405 HS ss.pdf Created by Independent Third Party: Yes Sac:c E;E 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: WM eGhsck ..... REGENCY PLUS, INC. SERIES 2000 VINYL HORIZONTAL SLIDING WINDOIF 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 CONCRETEIMASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL. WHERE 1X BUCKS ARE USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETEIMASONRY SUBSTRATE. WHERE 1X BUCK IS NOT USED, INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME INTO CONCRETE/MASONRY 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 AAMA/NWWDA 101/I.S.2-97. SEE TEST REPORT NO. NCTL-210-2661-2 DATED 4/6101 BY NATIONAL CERTIFIED TESTING LABORATORIES, ORLANDO, FL FOR DETAILS. 5. MATERIAL: 5'1. FRAME: EXTRUDED RIGID PVC. 5.2. REINFORCEMENT: GALVANIZED STEEL TUBE - CENTER HOLLOW OF ACTIVE PANEL MEMBERS (RAILS AND STILES). 6. GLAZING: 6.1. GLAZING DETAIL AS TESTED: 7/8" NOMINAL O.A. IGU COMPRISED OF 2 LITES OF 1/8" TEMPERED GLASS AND DESICCANT STEEL SPACER. ACTIVE PANELS INTERIOR GLAZED USING SEALED INSULATING GLASS WITH A DUAL DUROMETER BACK BEDDING AND A SNAP -IN RIGID DOUBLE LEAFED DUAL DUROMETER RIGID VINYL GLAZING BEAD. FIXED PANEL INTERIOR GLAZED WITH A FOAM TAPE BACK BEDDING AND A SNAP -IN DOUBLE LEAFED DUAL DUROMETER RIGID VINYL GLAZING BEAD. 6.2. AS TESTED GLAZING MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. 6.3. ALTERNATE GLAZING MEETING THE REQUIREMENTS OF AAMAPMDMA/CSA 101/I.S.2/A440 SHALL BE ALLOWED PER ASTM E1300. 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 1/16" Oft GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. FOR ANCHORING INTO CONCRETE/MASONRY USE 3/16" HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/6" 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 +/- 1" TOLERANCE. 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 PAN 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 LOCATIONS HAVE +/- I' TOLERANCE. 11. FOR ANCHORING INTO METAL STRUCTURE USE #10 PAN OR HEX 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. 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 (NON-HVHZ) 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 14. APPROVED CONFIGURATIONS: XOX, OX AND XO. TABLE OF CONTENTS SHEET DESCRIPTION 1 NOTES 2 ELEVATION & ANCHORING 3 INSTALLATION DETAILS Q Z C} 2 m _, m Qa zw S�z 1- 2 cr SRO U OJ ~ Z o� N o � 0 8 N g U) cr W Robert J. Anroniso, RE Florida P.E. No. 49752 0�4. -. �t G E H S F-•-;PG�i. N 49752 ~ Y M - N .w ct"c20 10 P: �2 s�I ONAi Epa Digitally signed by Robert J Amoruso Date: 2018.02.02 13:33:02-05'00' PTC Product Design Group, LLD PO Box 520775 Longwood, FL 32752-0775 321-690-1788 in(d�pto-corp.com FBPE CeNficate of Authorization No. 25935 n1^ MAX rnxwc WIDTH r�m u . � | | | MAX O.C.� --~-'' MAX. | rMAX. SERIES 2000 VINYL HORIZONTAL SLIDING WINDOW XOX EXTERIOR VIEW DESIGN PRESSURE RATING (PSF) IMPACT RATING NOTES: 1. MAXIMUM ACTIVE PANEL SIZE: 35-3V4 X59-3/4^ u. MAXIMUM DLU.:35^X57-1/2^(FIXED LITE) l (1)1'1/2"X1/4"WEEP LOUVERS 5^AND 32"FROM EACH END. 4. (4)3M^X1/4^WEEP NOTCHES ATEXTERIOR OFSILL TRACK. *. <2>3/4''X1/4^WEEP NOTCHES ATINTERIOR TRACK ENDS. HARDWARE SCHEDULE A. (2) METAL CAM -TYPE SWEEP LOCK 11" FROM EACH END OF MEETING STILE B. (2) METAL KEEPER AT FIXED MEETING STILE C. GALVAN17FD STEEL REINFORCEMENT AT RAILS AND STILES OF ACTIVE PANELS Robert J. Amoroso, P.E, Florida P.E. No. 49752 49752 01 Digitally signed by Robert ] xmomso Date:2Vl0,0Zlg PTC~��x� �a��ma . MIN. EDGE DISTANCE. SEE NOTE 5 THIS SHEET. INSTALLATION SUBSTRATE BY OTHERS. SEE NOTES 1 TO 3 THIS SHEET. PERIMETER SEAL BY OTHERS EXTERIOR PERIMETER SEAL BY OTHERS INSTALLATION SUBSTRATE BY OTHERS. SEE NOTES 1 TO 3 THIS SHEET. INSTALLATION ANCHOR. WOOD INSTALLATION NOTES SCREW SHOWN. SEE NOTE 5 THIS SHEET FOR ANCHOR 1. APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: TYPE REQUIRED. 1.1. WOOD FRAMING 1.2. STEEL STUD FRAMING AND 1.3. CONCRETE AND/OR MASONRY MIN. EMBEDMENT, SEE 2. SUBSTRATE OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND NOTE 5 THIS SHEET. CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL. 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. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1116" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 1 /4" MAX. 5. SUBSTRATE ANCHORING METHODS: SHIM SPACE 5.1. FOR ANCHORING INTO CONCRETE/MASONRY USE 3/16' HEX HEAD TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2' MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/8' 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 +/- 1" TOLERANCE. 5.2. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 PAN 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 LOCATIONS HAVE -A 1" TOLERANCE. 5.3. FOR ANCHORING INTO METAL STRUCTURE USE #10 PAN OR HEX 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. 6. INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY, 7. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH ASTM E2112, INTERIOR MIN. EMBEDMENT, SEE NOTE 5 THIS SHEET. INSTALLATION ANCHOR. WOOD SCREW SHOWN, SEE NOTE 5 THIS SHEET FOR ANCHOR TYPE REQUIRED. MIN. EDGE DISTANCE, SEE NOTE 5 THIS 1/4" MAX. SHIM SPACE INSTALLATION SUBSTRATE BY OTHERS. SEE NOTES 1 MIN. TO 3 THIS SHEET. EMBEDMENT, SEE NOTE 5 THIS SHEET, MIN. EDGE DISTANCE. SEE 11111 INSTALLATION ANCHOR. WOOD NOTE 5 THIS SHEET. SCREW SHOWN. SEE NOTE 5 THIS SHEET FOR ANCHOR TYPE VERTICAL CROSS SECTION REQUIRED. WOOD FRAMING, 2X WOOD BUCK, CONCRETE/MASONRY OR METAL FRAME APPROVED 1 /4" MAX. SHIM SPACE 1210T. -PERIMETER SEAL EXTERIOR BY OTHERS WINDOW WIDTH HORIZONTAL (JAMB) CROSS SECTION WOOD FRAMING, 2X WOOD BUCK, CONCRETE/MASONRY OR METAL FRAME APPROVED Q r c2 0 m O r r_ Z �m Dw � D u_ c w 00 0 oZ R o t- o a w h — p w m N 0 w O O O �iof Z_ 6 to (9 ° >- Z Q Koouldz ..a M(L D. Z ZZ Ss n. 0 _j d a65 le Uu�j Ir Z:,wO`� w O U = Q O H w o h ZV7 o�>— N � o N w w w Robert J. A-.. P.E. Fbrlda P.E. No. 49752 ttt.. .........�,0 cv ............ pzj�ONA6�p Digitally signed by Robert J Amoruso Date: 2018.02.02 PTC Product Design Group, LLC PO Box 520775 Longwood, FL 32752-0775 321-690-1788 Info@p10- p.com FBPE Cedifimte ofAuthodzaflon No. 25935