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Home My WebLink About609 E 2 St (2)Revision -` f Response, to Comments IV E MAR 2 12017 BY: Ob— Permit Permit # 40-- Submittz Project Address: Ce F- SV Contact: —U Ph: 8 a Email: Lf -79 —a /71 a, Trades encompassed in revision: wilding Plumbing Electrical Mechanical Life Safety Waste Water Fax: City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 ail: bw ing@sanfordf1.gov General description of revision: ad 10 Ac7c,J ROUTING INFORMATION Approvals / 500 !1 CY (11 &PC, Department Utilities Waste Water Planning Engineering Fire Prevention Building Fax: City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 ail: bw ing@sanfordf1.gov General description of revision: ad 10 Ac7c,J ROUTING INFORMATION Approvals / 500 !1 CY (11 &PC, RECORD COPY PARTrTM SCHEDULE MASONRY WD. FRAMED o"TRUCTED EXISTI IIIALL TO RE?V.M EXISRD TODEt E88 An UINg Ij8V ro t9 q QJ C L Don Bdd R 6,a D..W Q S.M. PE Honda PAD 117521 Dort d AUK 128000 PA. B. 5107&7 DaBmy. H_ 9953 II II II A g O w NEW All I OING s E VETtBlON — 2 V 7 50 II HEPARJ' I e Z EL z LIVING EXISTR II I LIVING EXISTI F 0 > 0 `Qwoywypp LL Z III ggm8g v II o- IHM RIRRRG IDALL I I II I I L mRmatI. ALL eNrpzr€ 7STIW'so IgR8_ o o v 6E 2; h PROJECT N0.: W -T_Ai DATE 16 JuN 7016 DRAWN 81/: JTR b SHUT NO-' Y A-1 SECOND FLOOR PLAN SCALE: I/4. a li-. FIRST FLOOR PLAN I/4. SGALE: Ii_0. Florida Building Code Online Page 1 of 4 BCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map ' Links Search Fon a m Product Approval USER: Public User s ar, Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL17676-R4 Application Type Editorial Change Code Version 2014 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 t Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 _ 2 3 3 1bsitlinger@miwd.com LpING Authorized Signature Brent Sitlinger bsitlinger@miwd.com O Technical Representative Address/Phone/Email FPAR Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised American Architectural Manufacturers Association Steven M. Urich, PE E% Validation Checklist - Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 03/21/2017 03/21/2017 03/22/2017 04/03/2017 Year 2008 http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR6f .. 4/4/2017 Florida Building Code Online of Products FL # Model, Number or Name Description 17676.1 3540 SH 36x74 Fin Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-50 Other: LC-PG35. Units must be glazed in accordance with ASTM E1300-04. Page 2 of 4 Certification Agency Certificate FL17676 R4 C CAC APC(11355)C7327.01-109-47- 1.pdf Quality Assurance Contract Expiration Date 04/12/2022 Installation Instructions FL17676 R4 II Install - 3540 SH 36 x74 Fin.Ddf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.2 3540 SH 36x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R4 C CAC APC 3540 Fin 36x84.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation Instructions Other: LC-PG40. Units must be glazed in accordance with FL17676 R4 II Install - 3540 SH Fin 36x84.Ddf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Association Created by Independent Third Party: Created by Independent Third Party: Evaluation Reports Evaluation Reports Created by Independent Third Party: Created by Independent Third Party: 17676.3 3540 SH 40x66 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R4 C CAC APC A3485.01.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/26/2019 Design Pressure: +35/-45 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R4 II Install - 3540 SH Fin 40x66.pdf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Association Created by Independent Third Party: Created by Independent Third Party: Evaluation Reports Evaluation Reports Created by Independent Third Party: Created by Independent Third Party: 17676.4 3540 SH 44x63 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R4 C CAC APC 3540 Fin 44x63.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +40/-47 Installation Instructions Other: R-PG40. Units must be glazed in accordance with FL17676 R4 II Install - 3540 SH Fin 44x63.pdf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Association Created by Independent Third Party: Created by Independent Third Party: Evaluation Reports Evaluation Reports Created by Independent Third Party: Created by Independent Third Party: 17676.5 3540 SH 44x72 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R4 C CAC APC 3540 Fin 44x72.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/01/2017 Design Pressure: +35/-47 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R4 II Install - 3540 SH Fin 44x72.pdf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.6 13540 SH ( 44x84 Fin Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: LC-PG30. Units must be glazed in accordance with ASTM E1300-04. Certification Agency Certificate FL17676 R4 C CAC APC(10816)C7324.01-109-47-6.Ddf Quality Assurance Contract Expiration Date 04/12/2022 Installation Instructions FL17676 R4 II Install - 3540 SH Fin_44x84.Ddf Verified By: American Architectural Manufacturers Association http://www.floridabuilding.org/pr/pr app—dtl.aspx?param=wGEVXQwtDgvFGYZsj rZFR6f... 4/4/2017 Florida Building Code Online Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 117676.7 13540 SH I 52x84 Fin Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25/-25 Other: R-PG25. Units must be glazed in accordance with ASTM E1300-04. Page 3 of 4 Certification Agency Certificate FL17676 R4 C CAC APC 3540 Fin 52x84.odf Quality Assurance Contract Expiration Date 05/26/2020 Installation Instructions FL17676 R4 II FL17676 R1 II Install - 3540 SH Fin 52x84.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.8 3540 SH 3540 SH 36x74 Finless Frame Limits of Use Certification Agency Certificate Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL17676 R4 C CAC APC 3540 FLS 36x74.odf Approved for use outside HVHZ: Yes 07/27/2020 Quality Assurance Contract Expiration Date Impact Resistant: No Other: LC-PG40 08/28/2017 Design Pressure: +35/-50 Verified By: Luis R. Lomas, PE PE -62514 Installation Instructions Other: LC-PG35 Evaluation Reports FL17676 R4 II 08-012528 7.odf FL17676 R4 AE 511849B 1247.)d FL17676 R4 AE 511989 3540 FLS 36x84.odf Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Created by Independent Third Party: Yes Evaluation Reports FL17676 R4 AE 511854B 1252.odf Created by Independent Third Party: Yes 17676.9 3540 SH 36x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R4 C CAC APC 3540 FLS 36x84.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation Instructions Other: LC-PG40 FL17676 R4 II 08-01372 511989.odf Verified By: Luis R. Lomas, PE PE -62514 Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Created by Independent Third Party: Yes Evaluation Reports Evaluation Reports FL17676 R4 AE 511849B 1247.)d FL17676 R4 AE 511989 3540 FLS 36x84.odf Created by Independent Third Party: Yes Created by Independent Third Party: Yes 17676.10 3540 SH 44x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R4 C CAC APC 3540 FLS 44x72.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressure: +35/-47 Installation Instructions Other: LC-PG35 FL17676 R4 II 08-01247B 10.Ddf Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R4 AE 511849B 1247.)d Created by Independent Third Party: Yes 17676.11 3540 SH 48x96 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R4 C CAC APC 3540 FLS 48x96-pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2017 Design Pressure: +30/-30 Installation Instructions Other: LC-PG30 FL17676 R4 II 08-01371B 11.odf Verified By: Luis R Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R4 AE 511988B 1371.odf Created by Independent Third Party: Yes 17676.12 13540 SH 152x62 Finless Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: R-PG35 Certification Agency Certificate FL17676 R4 C CAC APC 3.540 FLS 52x62.odf Quality Assurance Contract Expiration Date 08/27/2017 Installation Instructions FL17676 R4 II 08-02269A 12.odf Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes http://www.floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgvFGYZsj rZFR6f... 4/4/2017 Florida Building Code Online Evaluation Reports FL17676 R4 AE 513015A 2269.pdf Created by Independent Third Party: Yes Page 4 of 4 17676.13 3540 SH 52x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R4 C CAC APC(10818)C7325.01-109-47 - 13.pdf Quality Assurance Contract Expiration DateApprovedforuseoutsideHVHZ: Yes Impact Resistant: No 04/12/2022 Design Pressure: +30/-30 Installation Instructions Other: R-PG30 FL17676 R4 II 08-02270A 13.pdf FL17676 R4 II Install Instructs - 3540 SH FIN 48x72 (As Verified By: Luis R Lomas, PE PE -62514 ASTM E1300-04. Created by Independent Third Party: Yes Verified By: American Architectural Manufacturers Evaluation Reports Association FL17676 R4 AE 513016A 2270.odf Created by Independent Third Party: Created by Independent Third Party: Yes 17676.14 3540 SH 52x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R4 C CAC APC 3540 FLS 52x84.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +25/-25 Installation Instructions Other: R-PG25 FL17676 R4 II 08-01514 512141.1)df FL17676 R4 II Install Instructs - 3540 SH FIN 48x72 (As Verified By: Luis R Lomas, PE PE -62514 ASTM E1300-04. Created by Independent Third Party: Yes Verified By: American Architectural Manufacturers Evaluation Reports Association FL17676 R4 AE 512141 3540 FIs 52x84.pdf Created by Independent Third Party: Created by Independent Third Party: Yes 17676.15 3540 SH 48x72 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R4 C CAC APC A2726.01.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/20/2019 Design Pressure: +35/-35 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R4 II Install Instructs - 3540 SH FIN 48x72 (As Tested).PdfASTME1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.16 3540 Triple SH 108x74 Fin Frame Triple CHS Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R4 C CAC APC(10817)C7327.01-109-47 16.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2022 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35. Units must be glazed in accordance with FL17676 R4 II Install - 3540 SH CHS Fin 108x74.pdf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an WEED 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: _ j W1 eCh k Credit • safe M=7777 1=1 i!h16GTCICS lm http://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEV XQwtDgvFGYZsj rZFR6f... 4/4/2017 ELEVATION Z typ. 52- o. c" max. 2Ttyp. T I 8" o. c. max. r a,±J, ALL FE 192 FLASHI BY OTHE Anchor See Section Det TERM WHICH G SHEATHING HEAD DETAIL JAMB DETAIL IZE HEADER AS NEEDED CAULK UNDER NAIUNG FIN ENTIRE PERIMETER BEFORE FASTENING. IM AS QUIRED DRYWALL go A 1-1 o —1-1 k,,HOWN WITH }" SHEATHING) MUST ACHIEVE 1-1/4" PENETRATION INTO STUD.s SILL DETAIL Notes 1. Installation depicted based off of structural test report 80319.01-109-47, specimen #1. 2. Wood screws shall satisfy the Notional Design Specification for Wood Construction for material type and dimensional requirements. 3. Wood buck installations are assumed 2x S -P -F (G=0.42) or denser. Buck width shall be greater than the window frame width. Tapered or partial width bucks are not allowed. Wood buck shall be secured to the structure to resist all design loads. 4. Wood screw lengths shall be sufficient to guarantee 1-1/4" penetration into wood buck. 5. Maximum shim thickness of 1/4" permitted at each fastener location. Shims shall be load bearing, non- compressible type. 6. These drawings depict the details necessary to meet structural load requirements. They do not address the air infiltration, water penetration, intrusion or thermal performance requirements of the installation. 7. Installation shown is that of the test window for the size shown and the design pressure claimed. For window sizes smaller than shown, locate fasteners 2" from comers and no more than 8" on center. Design pressures of smaller window sizes are limited to that of the test window. SIZE AND DESIGN PRESSURE CHART FASTENER TYPE AND SPACING SHOWN WILL ALLOW DESIGN PRESSURES UP TO +25.06 / -25.06 UNITS UP TO 52" x 84" SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) 7MINSTALLATIONINSTRUCTIONS I.M.R. 3/3/09 FASTENER SCHEDULE — FIN- 1 IN — orrxra °" Kmaxr 3540 Single Hung — Oriel NONE 1 s 1 Windows & Doors a «- Gratz, PA 3540-3240 SH FIN — Validator / Operations Administrator) MI Windows & Doors, LLC P.O. Box 370 Gratz, PA 17030-0370 Attn: Rick Sawdey AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings, by an AAMA Accredited Laboratory. 1. The listing below will be added to the next published AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTED AAMA/WDMA/CSA 101/I.S.2/A440-08 R-PG25-1324x2134 (52x84) -H COMPANY AND CODE GPD NO. SERIES MODEL & PRODUCTDESCRIPTION MAXIMUM SIZE TESTED 3540 SH (FIN) FRAME SASH MI Windows & Doors, LLC 6879 PVQO/X)(IG)(INS GL) 1324 mm x 2134 mm 1273 mm x 892 mm Coder MTL MODIF)(REINF)(TILT)(ASTM) 4'4" x 7'0") 47" x 2'11") 2. This Certification will expire May 26, 2020 (extended from May 26, 2015 per AAMA 103-14a) and requires validation until then by continued listing in the current AAMA Certified ProductsDirectory. 3. Product Tested and Reported by; Architectural Testing, Inc. Report No.: "B0319.01-109-47 Date of Report: June 20, 2011 Date: April 16, 2015 Cc: AAMA JGS ACP -04 '(Rev. 1/11) Validated for Certification JJ, 4-U- A40cid Laboratories, Inc. Authorized for Certification AmeridV Architectural Manufacturers Association TES: L I E -RODI_!'CT IO;hM HEREIN =S DESI"NED AND MANUF`CTURED 10 C A.P_Y NI, l.:rREOUIR ,1 -NTS Cr hE DI'G' .'Ori. vWOOD FRAMIPJG AND MASONRY OPEN;NG TO F D.ES' 6'NED AND ANCHORED TO RwRERC9 FANSFEP ALL Lt, t S -0 STr.U'CTU:.E FRAIMINC r VC M LN^1 GPENLNO S I- HE R,.SPC 15. I,.LY ,,F THE RRL.-1TE.CT CR FNGI dF R OF RF ORD. 3, 1X BUCKK )'VES V,%SSNRY G NCRELF1 IS OP'IONA!_. 4. WHERE SHIM OR ELI -k: iFCKN=SS IS LESS THAN d'AIIJCV,, MUST HE ANCHORED THROUGH HE FRAME IN :N ITH PdANU7ACTI f;ER'_i PL BL':SHF:i S`A_LA:10^1 INoCIL,C'iN_. ,1,C' -I RS SHAT_ BE SECUR'-LY FuS.EI ED Chl_CTL" INT;C MASONRY, Oiv: RF -E OR „T:-IER .,IR,,CTt_IFHI SUBSTRATE MATERIAL. H RE 'VVCOD BUCK THICKIJESS 15 ":/2' OR GREATER, BJ:,K SHALL R._ 7FCURELY FASTENED -0 1,1 SCNRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE VvNDOIN UNITS :MAY BE ANCHORED i,F„UCH IRAME 13 ,ECUR D WOOD 31UCK IN ACCCPDAN_E VAH, MANUFI'TUREF :II19DS.HED INSTALL^,TION INSTRUCTIONS. S 6HEFE IX 3U_K. IS NOT USED 'DISS611.U.R RI=``EEIAL MvJST BE SEP.AP,AT_D WITH APFR C D 01AIIN, O)'6A_MBRANE _L_(:,I,ON „FCOA I G OR VE6BRA.NL S 'HE H :PONSBILIi'Y OF T: -IE AFH -(ITEC- O, ENGIN,-ER C,7 RECORD. 7, BUCKS SHALL _XT ND BEYOND WINJ'.N iN,.FCR FACE SO THAT FULL FPAME SUPPORT I R,01VIDE'_l 8 SHIM AS REQUIRE) AT v9TP LOAD BEARING SHIM. SHIM YVHEPE S-PA,CE OF 1/i5' OR GREATER 'DCC'UP.. ..AXI UV ALLC ABLE SH.19 STACK TO BE 1/4 ', 3. .,HIM `;HALL H MADE ROM MATERIALS C ,?ABLE OF SUS A=H,N . . PPI I CABLE LOADS, LCCAT=D AND APPLIED IN A I IICKNLSS CADABLE OF `SI,SfAINING AR. LICA.BLE _C,,ADS. 10. I O'AD DO ,.ION FACTOR C.d 1 ; WAS IJSE_D FOR: INOOD ANCHOR CAILIULATON1. 1 RAP! M L' RIAL -_X1-RIJD ED RIGID P\":. 12. UV IS MUS" 13F t I AZ ) .-4 ASM 1 00-04.. 13. A=RROVED :I P T PPR -,T. TI/:= SYSTFIA IS FE_Qj;R-D FOP HI; PR:)DOLT IN WkD ECPNE DFB<IS REGiONS. 1 4. FOR ANCHORING ;NTC) 'A ,O'D =RAC'ING OR _X BUCK USE ,#"8 'ROOC SCREWS 4'JITH SUF ICI NI TO f IEVE A 1 1/4" MINIMUM EMBE7MEN1" INTO SIL T -1-A' I E. E ANCHOP.S. AS SHOWN I\ E 'A, ONS AND I' S X LAT ION DETAILS. A_BLL 01- CONIFNIS SHEI I NO. 1 SCh P ION N01 LS _.. L \ A T i'1 1 3 - S INSIAIIATION DETAI S. REN' SIGNS PFSCRFI GN DAIF Ap .ROV_D VISED IN 1ALIAI(II'l DLI:AILS 09/`.6/15 15_ FOR ANCHORING LITO MASONRY/CONCRETE USE. 3/16 TA,1CONS WITH TUF ICIENT IFN";H 0 ACHI.:VF A 1 , P4"' !V NIM_1M F_Iv1H .;A C..N'i INI _ SG">1 A`,i WI`H 2 1 MININJ" l IXA. DISTANCE. LOCATF ANCHORS AS Sf .,hN N FI EV'A.T ON_SA.ND IfJ:_,T LI_rTION DE_I'41 S. 1%. FOR ANH^,RING IN -C P.4E:r.L. 1TT:=?U ,iI,HE USE €03 Si.S 0R SELF f 1LLIN STEINS 4`J,.TH. SUFFICIENT LENGTH TO ArH.EVE ? IHRFADS MINIMUM REYOND STRU'21FURE IVF RI:C A..'_. OCATU, ANCHOR. AS 5`1:,,,N IN :I .AIIOIvS AND 1NSI U.... TI ;N L" I'AU..S. 17, ALI... FASTENERS TO BE -10PPOS1ON RF:;STANT. 181. INSTALLATION AN, IlORS StIA_L BE 14S'ALIFC I,, _-XrC IRCAINCL `W+111 ANCHOR MAN(, FACT I, RE R'S NS -Al I., T:,N INS RJCT;CNS AND AN, JP.' _',H :.. NOT H t SF-1IN U S7R TES Nf'H SFE\ - S LES? HAN THE 61NIA"U 4 S R:ENGTH SPECIE -ED RE! CW: A. WOOD - M:NIMUM SPE.,_E.0 01RA .: C 10= 0.42 H_ :;CDN k - 11 N MGM ,,.)611 dESSI\F S'R V_.IH iF i,1 'SI. MASONRY — R_NGTF CONFORMANCE TO ASTV C-90, GRAD rl TY 7 1 (OR r I A'.FR). F) MET, STRiJCTJ . : STFF 18 -GA, S,K s u . 1J 11NLh! G063 -T i, 8" -HICK MINIMUM SIGNED: 09/16/2015 M650IwDOWESTMARKETS AND SDOORS GRATZ, PA 17030 0370 J\S\ t9t11,L04111. v••6ENo' .s 0 X51SERIES3240/3540 FINLESS PVC SH WINDOW"*• STEEL REINFORCED - NON -IMPACT 52" X 72" r( 4TAYENOTES OF FS•4 G VALe 08 0221 o0F A Sj NAI`E NTS DA" 01 /0$/1 4 5 52" MAX r— =RAME 'v^;ID 1 4' MAX 1I / SEE ANCHOR CHART THIS '_,HF_ET FOR Lj N1 \ SIZE AND ANCHOR DUAN T ITY 22 / / MAX MAX. FRAk4F 0.0HEIGHT 1 / X SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 30PSF NONE REViSIDNS CESCP.1?TICK rt. "VISLD INSIAL'_A.I.0K DETAILS Number o/anchors required of each jamb Height Panel width (in) in) 24.0 30.0 36.0 42.0 1 48.0 52.0 24.0 2 2 2 2 2 2 30.0 2 2 2 2 2 2 36.0 3 3 3 3 3 3 42.0 3 3 3 3 3 3 48.0 3 3 3 3 3 3 54.0 4 4 4 4 4 4 60.0 4 4 4 4 4 4 66.0 4 4 4 4 4 4 72.0 4 4 4 4 4 4 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 3240/3540 FINLESS PVC SH WINDOW STEEL REINFORCED — NON—IMPACT 52" X 72" ELEVATION V. L. 08-02270 TDALE NTS 'ATE 01/08/14 s'12 OF 5 DAIS I A'FRCVED 09./ 16/ i 5 1 h.L. SIGNED: 09/16/2015 1R. Lo v •*\OENSFgcf 0 t 51 STATE OF F •. 0R10P • ' S/ONAL,' ?: 7/16„ MIN. EDGE DISTANCE RENS )NS PE.V CESCPI TION GTE APPPJ JAG A, F;"JISLD INSTALLATION DLIAILS F.L. N;OOD FRAMINGOR ND DOORSM650INDOWESTMARRKSTREET S R. Lo' GRATZ, PA 17030 0370 2X B'jr SERIES 3240/3540 FINLESS PVC SH WINDOW STEEL REINFORCED - NON -IMPACT 52" X 72" Y*= fid\ INSTALLATION DETAILS O•• $$ TATEE OF BY OTHERS i/;P*'cZpR10P 4" M:N. V. L. 08022 300E A f c6LEJMENI I APPROVF:/ MAX. _ MIT. PP,1F 06J MAX. iI,4 SPACE VL 4 G20 8 'WOOD SCREW`RcIM1!F 3 EM.-tiT R'= -104 020 T— IPEIN_0R MENT 7/16 MIN EDGE D STAN( INTERIOR I / GVL- - .; 1 020 LJ IL1111 i^ ' REIN PCEMENT ice I nl... II EXTERIOR APPROVED SEALANT WOOD FRAMING OR 2x BUCK BY OTHERS ERIOR G'VL-451-020 RL IN F OR', EkI_,'JI II- Nl SESILLTOBESE- A. BED OF APPROVED CN;ONSTRUCTIO.ADI IESIVE 1/4 MAX. ISHIM SPACE L I VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 8 V/00D SCREW WOOD FRAMING OR 2X BUCK BY OTHERS i APPROVED EXTERIOR SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 09/16/2015 ND DOORSM650INDOWESTMARRKSTREET S R. Lo' GRATZ, PA 17030 0370 GENq 0 95VSERIES3240/3540 FINLESS PVC SH WINDOW STEEL REINFORCED - NON -IMPACT 52" X 72" Y*= fid\ INSTALLATION DETAILS O•• $$ TATEE OF i/;P*'cZpR10PDRAMN V. L. 08022 300E A isjONAL1E SCALEE NTS °"rE 01/08/14 5 M ETAL BY CTHE%S PPf2OVED SEALANT 5 7 NOSED+.'JOE 1,14 IMAX. SHIM SPACE nn P.IU_ING REVs:1r F<,can it J v SLG INSl LLAIIJN CEIAILS S r'LV:% 1/4 VAX SHIM S -N -L EI'JFF OR^,FMFSAP; UL 4 hT y',, / I?ta \I .I dJ_> 0 :_? r`. I 8 V: N, INTERIOR I.—'VI G'0 LDGL SISTAACE — EINF0PC' FMENT Re 98 sms OR DRi aN`' / EXTERIOR INTERIOR 9Y OTti F' APPROVED EXTERIOR E .LANT SVL 45 02C Ll F r .EPAEDfT JAMB INSTALLATION DETAILrILl—/METALSTRUCTURE INSTALLATION APPROVE SEAL?.N M ETF STRUCTUF BY OTHEF 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 TO EE SET B: L 01 cP''CVED ISTRUC'T'CN A0,...1ESIVE 1/4 MAX. SHIM SPACE SIGNED: 0911612015 Nil WINDOWS AND DOORS 11!IIrj7j 650 WEST MARKET STREET o\ J\? R L.10Q! GRATZ, PA 17030 0370 1 r,•%GENS- 'p 51 *~ SERIES 3240/3540 FINLESS PVC SH WINDOW STEEL REINFORCED — NON—IMPACT 52" X 72" 04u— INSTALLATION DETAILS0,' TAT 4uCkEREV V 08— A02240 ALE NTS ogre 01/08/14 0E 5 NcREII- /MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 7 SHEET 1 APPROVED EALANI EXTERIOR APPROVED SEALANT OPT!')N iX 614;K SLE NOTE° 3-7 SHEET 1 CONCRETE/MASONRY BY OTHERS 2 / 7` MIN. ----J EDGE DISTANCE _I i d G I 01 i'4 MAX. SII'M, SPACF7.. RF 1045-020 RE.NFORCEMENT GV 1 —451-020 REr:FORCEMENT ERIOR 1 1/4" MIN. I_. I CVt..-451-020 REINFORCEMENT fi F% S.LL 1'0 BE Ste: 4IN A BED J APPROVED CONS AC'H SE 1 /4 MAX, H M SPACE IU-I—CJLs 1 b VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION RI VISIONS DESCRIpt ON R_VISED INSIAL-41101! _LIAIL` 1/4 MIN. EMBEDMENT CONCRETE/t4A50NRY BY OTIICRS OPIIONAL 1Y BUCK j• ° SCC NUT 3-7 <` S :EET 1 I 1/4 MAX. 3/16" .T.APCON ( . \' - 11M PACE VL -4 '1-020 REINFOR :EIJENT ti INTERIORn I I 2 t/2" ttlr. I 1 i t1la,_ EDGE DISTANCE E SS EXTERIOR APPROVED — ..._-........--- JAMB INSTALLATION DETAIL CONCRETE/MASONRY 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 MI WINDOWS ,AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 3240/3540 FINLESS PVC SH WINDOW STEEL REINFORCED - NON -IMPACT 52" X 72" INSTALLATION DETAILS DRAa'N: Dac N. Re: V.L. 08-02270 A CA.,_E NTS IDAr 01/08/14 SHM5 OF 5 Da APP.-,OV_D Ua/16i5 P.L. SIGNED: 09/16/2015 J\ S 1111111// v,•v GENSF9iR. 51X.T ATD* = Validator / Operations Administrator) MI Windows & Doors, LLC P.O. Box 370 Gratz, PA 17030-0370 Attn: Rick Sawdey AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION n This authorization is based on the successful completion of tests, and the reporting to the AAMA Validator of the results of the tests by an AAMA Accredited Laboratory. The product information below will be added to the next update of the AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTED AAMA/WDMA/CSA 1-01/I.S.2/A440-08 R-PG30-1324x1816 (52x72) -H COMPANY AND CODE CPD NO. SERIES MODEL & PRODUCT MAXIMUM SIZE TESTED DESCRIPTION 3540 SH (FINLESS) FRAME SASH MI Windows & Doors, LLC 10818 PVC)(O/X)(IG)(INS GL) 1324 mm x 1816 mm 1272 mm x 892 mm Code: MTL REINF)(TILT)(ASTM) 4'4" x 6'0") 4'2" x 2'11") This Certification will expire April 12, 2022 (extended from April 12, 2017 per AAMA 103-15) and requires validation until then by continued listing in the current AAMA Certified Products Directory. Product Tested and Reported by: Architectural Testing, Inc. Report No.: C7325.01-109-47 Date of Report: May 7, 2013 JGS/JTS ACP -04 (Rev. 6/16) Evaluated for Certification: March 7, 2017 h' 4;L A oci +tedLaboratories, Inc. Authorized for Certification: March 7, 2017 Ts 11""J American Architectural Manufacturers Association Florida Building Code Online Page 1 of 3 I ra BCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats & Facts ! Publications I FBC Staff ( BCIS Site Map Links ( Search Florida i Product ApprovalprUSER: Public User afit- Product Approval Menu > Product or Aoolication Search > Application List > Application Detail FL # FL18644-R1 Application Type Revision Code Version 2014 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 Date Submitted Date Validated Date Pending FBC Approval Date Approved 02/18/2016 v.date. set to reapply per SAUrich's req.zb.02/25/16 MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Fixed Certification Mark or Listing 16-2331 J OING 3 oR'D OfPAR American Architectural Manufacturers Association Steven M. Urich, PE F Validation Checklist - Hardcopy Received Standard Year AAMA/WDMA/CSA 101/I.S. 2/A440 2005 AAMA/WDMA/CSA 101/I.S. 2/A440 2008 Method 1 Option A 02/18/2016 02/25/2016 02/25/2016 http://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEV XQwtDquIGtg5 bCXRsfA... 4/4/2017 Florida Building Code Online Summary of Products Page 2 of 3 FL # Model, Number or Name Description 18644.1 3500 PW 81x63 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL18644 R1 C CAC MI Windows - 3500 PW B9102 Approved for use outside HVHZ: Yes 81x63.Ddf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 04/30/2021 Other: FW-LC50 Installation Instructions Verified By: Luis R. Lomas, PE PE -62514 FL18644 R1 II 08-02818.1)df Created by Independent Third Party: Yes Verified By: Luis R. Lomas PE -62514 Evaluation Reports Created by Independent Third Party: Yes FL18644 R1 AE 513666 F1910 2858.odf Evaluation Reports Created by Independent Third Party: Yes FL18644 R1 AE 513610.1)df Created by Independent Third Party: Yes 18644.2 3500 PW 81x63 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL18644 R1 C CAC APC 3500 FLS 81X63.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/18/2017 Design Pressure: +35/-35 Installation Instructions Other: LC-PG35 FL18644 R1 II 08-02818.Ddf Verified By: Luis R. Lomas PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL18644 R1 AE 513610.1)df Created by Independent Third Party: Yes 18644.3 3500 PW 60x96 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL18644 R1 C CAC APC - F1910.01.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/08/2020 Design Pressure: +50/-50 Installation Instructions Other: LC-PG50 FL18644 R1 II 08-02858.Ddf Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL18644 R1 AE 513666 F1910 2858.odf Created by Independent Third Party: Yes 18644.4 3500 PW 96x60 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL18644 R1 C CAC MI Windows - 3500 PW B9102 Approved for use outside HVHZ: Yes 96x60.Ddf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-60 04/30/2021 Other: LC-PG50 Negative DP= -60 Installation Instructions FL18644 R1 II 08-02859.1)df Verified By: Luis R Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL18644 R1 AE 513667.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone, 850-487-1824 The State of Florida is an AA/EEO employer. Cooyrioht 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: C9 M-01 etti"ec"ec -;*-r Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEV XQwtDquIGtg5 bCXRsfA... 4/4/2017 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. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FRAME 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 DESCRIPTION DATE I APPROVED 15. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" 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. 16. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #8 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. 17, ALL FASTENERS TO BE CORROSION RESISTANT. 18. 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 16GA (.060" THICK), 33KS1 OR ALUMINUM 6063—T5 .058" THICK MINIMUM 19. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. GEOMETRIC SHAPES ARE NOT LIMITED TO SHAPES SHOWN HEREIN. 20. THIS PRODUCT IS ALSO LABELED UNDER THE FOLLOWING NAMES: 350OPW, 350OPWCHS, 350OPWMULL, 3500SP, 3540PW, 3540PWMULL, 3540PWCHS, 3540SP, 3580PW, 3580PWMULL, 3580SP, S-350OPW, S-350OPWMULL, S-350OPWCHS, S-3500SP, S-3540PW, S-3540SP, S-3540PWCHS, 1255PW, 1255PWCHS, 1255PWMULL, 128CPW, 910SP, 3500HPPW, 3500HPPWMULL AND 3500HPSP. I TABLE OF CONTENTS 1 SHEET N0. DESCRIPTION NOTES 2 ELEVAT'ONS 3 7 INSTALLATION DETAILS MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 3500 PICTURE WINDOW 60" X 96" NON—IMPACT NOTES DRAWN: DWG NO. N. G. 08-02858 SCALE NTS IDATE 02/02/16 1SHEET OF 6 SIGNED: 02/11/2016 60" MAX. FRAME V,9DTH 6" MAX 24" MAX. O.C. I - 6" MAX 96" MAX. FRAME H.71GHT SERIES 3500 PICTURE WINDOW EXTERIOR VIEW FINLESS & FLANGE INSTALLATION DESIGN PRESSURE RATING IMPACT RATING 50.OPSF NONE NOTES: 1. MAXIMUM D.L.O.: 56" X 92" 2. (2) 1/4" X 1/2" 'NEEPSLOT AT 2 1/2" FROM END GLAZING CHANNEL. 3. (2) 1" X 1/8" ':NEE='SLOT AT 2 1/2" FROM EDGE OF SILL FACE SEE CHART #1 FOR NUMBERS OF .ANCHORS REVISIONS RE.: DESCRIPTION DATE I APPROVED CHART#1 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 3500 PICTURE WINDOW 60" X 96" NON -IMPACT ELEVATIONS DRAWN: D'.0 N0. N. G. 08-02858 SCALE NTS DATE 02/02/16 SHEE 2 OF 6 SIGNED: 02/11/2016 J\ S RI ILlo 9 moi. GENS• cn 0(,,(B 51 O TATE OF 40RIOP 'l'\: ONAL N\ Number of anchor locations require Frame Frame width (i n) Height in) 36.00 1 42.00 48.00 1 54.00 60.00 1 66.00 72.00 78.00 1 84.00 90.00 96.00 Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb 24.00 2 2 3 2 3 2 3 2 3 2 4 2 4 2 4 2 4 2 5 2 5 2 30.00 2 2 3 2 3 2 3 2 3 2 4 2 4 2 4 2 4 2 5 2 5 2 36.00 2 2 3 2 3 2 3 2 3 2 4 2 4 2 4 2 4 2 5 2 5 2 42.00 2 3 3 3 3 3 3 3 3 3 4 3 4 3 4 3 4 3 5 3 5 3 48.00 2 3 3 3 3 3 3 3 3 3 4 3 4 3 4 3 4 3 5 3 5 3 54.00 2 3 3 3 3 3 3 3 3 3 4 3 4 3 4 3 4 3 5 3 5 3 60.00 2 3 3 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3 5 3 5 3 66.00 2 4 3 4 3. 4 3 4 3 4 4 4 4 4 4 4 5 4 72.00 2 4 3 4 3 4 3 4 3 4 4 4 4 4 4 4 78.00 2 4 3 4 3 4 3 4 3 4 4 4 4 4 - 84.00 2 4 3 4 3 4 3 4 3 5 4 5 - 90.00 2 5 3 5 3 5 3 5 3 5 - - - 9 .001 3 5- - - MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 3500 PICTURE WINDOW 60" X 96" NON -IMPACT ELEVATIONS DRAWN: D'.0 N0. N. G. 08-02858 SCALE NTS DATE 02/02/16 SHEE 2 OF 6 SIGNED: 02/11/2016 J\ S RI ILlo9 moi. GENS• cn 0(,,(B 51 O TATE OF 40RIOP 'l'\: ONAL N\ 7/16" MIN EDGE DISTANCE WOOD FRAMINGAn— EXTERIOR APPROVED EDGE DISTANCE METAL STRUCTURE INSTALLATION SIGNED: 02/11/2016 OR 2X BUCK BY OTHERS1 1/4" MAX. EMBEDMENT 1/4" MIN METAL STRUCTURE v••*\GEAf ,Lp 0 51 7/16" MIN. 60" X 96" NON -IMPACT EMBEDMENT+ BY OTHERS BACKER ROD APPROVEDSHIM 1/4" MAX. SEALANT SPACE APPROVED SEALANT BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 8 WOOD SCREW EXTERIOR INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT BACKER ROD 1/4" MAX. & APPROVED SHIM SPACE SEALANT METAL STRUCTURE BY OTHERS 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 5/8" MIN APPROVED EDGE DISTANCE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 02/11/2016 1 1/4" MIN 1/4" MAX. EMBEDMENT SHIM SPACE I v••*\GEAf ,Lp 0 51 7/16" MIN. 60" X 96" NON -IMPACT EDGE DISTANCE FINLESS INSTALLATION DETAILS 8 WOOD 8 SMS OR SCREW SELF DRILLING SCREWS WOOD FRAMING REVISIONS DESCRIPTION DATE I APPROVED 1/4" MAX. SHIM SPACE INTERIOR INTERIOR OR 2X BUCK EXTERIOR BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION BACKER ROD APPROVED SEALANT SILL TO BE SET JAMB INSTALLATION DETAIL IN A BED OF WOOD FRAMING OR 2X BUCK INSTALLATION APPROVED SEALANT 1/4" MAX. 1/4" MAX. SHIM SPACE SHIM SPACE { INTERIOR 5/8" MIN. EDGE DISTANCE 8 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS BACKER ROD EXTERIOR APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 02/11/2016 M650WINDOWS DOORSTREET g IlioMARETJ`S y i/ GRATZ, PA 17030-0370 v••*\GEAf ,Lp 0 51SERIES3500PICTUREWINDOW 60" X 96" NON -IMPACT FINLESS INSTALLATION DETAILS TAT $ A OF ,t i'cFS:clOR10Q;` G'` DRAWN: DWG No. REv 08 502858 1,S ONAj1(G`.\\\\ SCALE DATENTS 02/02/16 3 OF 6 2 1/2" MIN ----III EDGE DISTANCE CONCRETE/MASONRY BY OTHERS a - 1 1/4" MIN. OPTIONAL 1X BUCK e •° EMBEDMENT SEE NOTES 3 — 7 SHEET 1 OO O BACKER ROD O 1/4" MAX. APPROVED SHIM SPACESEALANTo0 EXTERIOR 3/16" TAPCON INTERIOR VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION REVISIONS Il REV DESCRIPTION DATE I APPROVED CONCRETE/MASONRY SILL TO BE SET BY OTHERS IN A BED OF BACKER RODB APPROVED SEALANT APPROVED 0 ~ SHIM SPACE SEALANT o 0 1/4" MAX. OPTIONAL 1X BUCK SHIM SPACE SEE NOTE 3 — 7 DDo SHEET 1 v 0 2 1/2" o a CONCRETE/MASONRY BY OTHERS a ° a d a DISTANCE a d VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION REVISIONS Il REV DESCRIPTION DATE I APPROVED CONCRETE/MASONRY 1 1/4" MIN. BY OTHERS r EMBEDMENT MAX. OPTIONAL 1X BUCK1/4" SEE NOTES 3 — 7 0 ~ SHIM SPACE SHEET 1 o° 3/16" TAPCON INTERIOR v 0 2 1/2" o a MIN. EDGE a 0 DISTANCE o t BACKER ROD EXTERIOR APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY 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 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 3500 PICTURE WINDOW 60" X 96" NON—IMPACT FINLESS INSTALLATION DETAILS DRAWN: DWG NO. N.G. 08-02858 SCALE NTS IDATE 02/02/16 JIIEIEET4 OF 6 SIGNED: 02/11/2016 7/16" MIN EDGE DISTANCE WOOD FRAMING OR 2X BUCK METAL BY OTHERS 1 1/4" MIN STRUCTURE EMBEDMENT BY OTHERS APPROVED SEALANT BACKER ROD 1 /4'" MAX. APPROVED SHIM SPACE SEALANT o o EXTERIOR BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 5/8" MIN EDGE DISTANCE 1/4" MAX. SHIM SPACE 8 WOOD SCREW EXTERIOR INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT BACKER ROD 1/4" MAX. & APPROVED SHIM SPACE SEALANT M ETAL STRUCTURE BY OTHERS 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 8 SMS OR SELF DRILLING SCREWS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1 1/4" MIN. EMBEDMENT 7/1 fi" MIN. IN. EDGE DISTANCE 8 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS SILL TO BE SET IN A BED OF APPROVED SEALANT 1/4" MAX. SHIM SPACE INTERIOR EXTERIOR BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1/4" MAX. 1 /4"' MAX. SHIM SPACE SHIM SPACE 5/8" MIN. INTERIOR EDGE DISTANCE 7 o 8 SMS OR SELF DRILLING SCREWS M ETAL STRUCTURE BY OTHERS BACKER ROD EXTERIOR APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0211112016 REVISIONS DESCRIPTION DATE - APPROVED 2 1/2" MIN EDGE DISTANCE CONCRETE/MASONRY CONCRETE/MASONRY 1 1/4" MIN. BY OTHERS BY OTHERS EMBEDMENT a° 1 1/4" MIN. d EMBEDMENT OPTIONAL 1X BUCK 1/4" MAX. SHIM SPACE OPTIONAL 1X BUCK SEE NOTES 3 — 7 SEE NOTES 3 — 7 SHEET 1 SHEET 1 3/16" TAPCON o o INTERIOR BACKER ROD 4" MAX. APPROVED SHIM SPACE o SEALANT o o 0 3/16" TAPCON 2 1/2" EXTERIOR INTERIOR MIN. a EDGE DISTANCE ° Q SILL TO BE SET A BEDED OIINED BACKER ROD EXTERIOR BACKER ROD SEALANT APPROVED APPROVED SEALANT SEALANT o o 1 /4" MAX. OPTIONAL 1X BUCK SHIM SPACE JAMB INSTALLATION DETAIL SEE NOTE 3 — 7 SHEET 1 o Do CONCRETE/MASONRYINSTALLATION CONCRETE/MASONRY BY OTHERS a NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, a a - ° NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 02/11/2016 VETICAL S SECTION I WINDOWS ANDM650 I CONRCRETE/M SONORYINSINSTALLATION WET MA Nlo40,y/- . w\S G E030- STREETS sF ,s SERIES 3500 PICTURE WINDOW* 0 51 60" X 96" NON—IMPACT o't FLANGE INSTALLATION DETAILS f , TAT OF tv DRAWN: OwG N0. REV N.G. 08.502858 iFS' AiYs ONAL,S?X\ DATENTS 02/02/16 6 OF 6 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 IX 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. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #6 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 SHEET NO. DESCRIPTION NOTES ELEVAT'DNS INSTALLATION DETAILS. REVISIONS RN I DESCRIPTION. I DATE I APPROVED I 15. ALL FASTENERS TO BE CORROSION RESISTANT. 16. 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 0=0.42 17. GEOMETRIC SHAPES ARE ALSO APPROVED, APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. GEOMETRIC SHAPES ARE NOT LIMITED TO SHAPES SHOWN HEREIN. 18. THIS PRODUCT ALSO LABELED UNDER THE FOLLOWING NAMES: 350OPW, 3500T, 350OSDLITES, 3500SP, 3540PX, 3540T, 3540SDLITES, 3540SP, 3250PZ, 3250T, 325OSDLITES, 3250SP, 3240PW, 3240T, 3240SDILITES, 3240SP, 3500HPPW, 3500HPT, 3500HPSDLITES, 3500HPSP, 3580WP, 3580T, 358OSDLITES, 358OSP, S-350OPW, S -3500T, S-3500SDILITES, S-3500SP, S-3540PW, S -3540T, S-3540SDLITES, S-3540SP, M-350OPW, W-350OPW, W -3500T, W-354OPW, W -3540T, W-3540SDILITES, W-3540SP, 1255PW, 1255SP, 128OPW, 910SP, 1255HPPW, 1255HPT, 1255HPSDLITES AND 1255HPSP. MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 3500 FIXED WINDOW 96" X 60" NON -IMPACT NOTES DRAWN: DWI; NO. N.G. 08- x- 02859 SCALE NTS JDATI 02/04/16 1 SHEET 1 OF 3 SIGNED: 02/17/2016 R I IL o j/Zti v •ENScc9;% 0625TTATTcE dF w 0 REv rONA O G\' REVISIONS 96" MAX. FRAME W' -DTH REV DESCRIPTION DATE APPROVED 2" MAX 10" MAX { 2" MAX O.C. 2 10" MAX 60" / 0. C. MAX. fFRAME jHEIGHT SEE CHART #1 FOR NUMBER OF ANCHORS SERIES 3500 FIXED WINDOW 2" MAX EXTERIOR VIEW FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING 50.01-60.OPSF NONE NOTES: 1. MAXIMUM D.L.O.: 92" X 56" 2. (2) l" X 1/8" WEEPSLOT AT 2" FROM EDGE OF SILL FACE CHART #i Numbero anchor ocations required Frame Frame width (in) Height 36.00 42:00 48.00 54.00 60.00 66.00 72.00 78.00 84.00 90.00 96.00 in) H&S Jamb H85 Jambr63 H&S Jamb H&S Jamb H&S Jamb H&S Jamb H&5 Jamb H&S Jamb H&S Jamb H8S Jamb SIGNED: 02/17/2016 24.00 5 3 5 3 6 3 7 3 8 3 8 3 9 3 9 3 10 3 11 3 30.00 5 4 5 4 4 7 4 8 4 8 4 4 9 4 10 4 11 aMI WINDOWS AND DOORS42,00 5 5 5 5 6 5 7 5 8 5 8 5 9 5 9 5 10 5 11 S 650 WEST MARKET STREET`\ 48.005 6 5 6 6 6 7 6 8 6 9 6 9 6 10 6 11 6 GRATZ, PA 17030-0370 v•\C NSd' 54.00 5 6 5 6 6 6 7 6 8 6 8 6 9 6 9 6 10 6 11 6 SERIES 3500. FIXED WINDOW *• Oy6}61 60.00 5 7 5 7 6 7 6 7 7 7 8 7 8 7 9 7 9 7 10 7 11 7 g6" X 60" NON–IMPACT — r pF66.00 5 8 5 6 6 8 6 8 7 8 8 8 8 8 9 8 9 8 ELEVATION TA7C 72.00 5 8 5 8 6 8 6 8 7 8 8 8 8 8 9 8 - - - - - 78.00 5 9 5 9 6 9 6 9 7 9 8 9 8 9 - - - - - _ _ N ACW'N: Dwc No. OS -02859 REV//js ONA D aG\\\ 84.00 5 9 5 9 6 9 6 9 7 9 8 9 - - - - - - - - / 90.00 5 10 5 10 6 10 6 10 7 10 - _ _ SCALE NTS DArE 02/04/16 SHEET OF 3 96.00 5 11 5 11 - APPROVED SEALANT BEHIND FIN 6 WOOD SCREW 3/8" MIN EDGE DISTANCE EXTERIOR 3/8" MIN EDGE DISTANCE 6 WOOD SCREW APPROVED SEALANT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION INTERIOR REVISIONS DESCRIPTION WOOD FRAMING BY OTHERS 1/4" MAX. SHIM SPACE r WOOD FRAMING BY OTHERS 6 WOOD SCREW 1 1/4" MIN. EMBEDMENT APPROVED J SEALANT BEHIND FIN 3/8" MIN EDGE DISTANCE f 1/4" MAX SHIM SPACE INTERIOR EXTERIOR JAMB INSTALLATION DETAIL 1/4" MAX WOOD FRAMING OR 2X BUCK INSTALLATION SHIM SPACE NOTES: 1. INTERIOR. AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE WOOD DESIGNED IN ACCORDANCE WITH ASTM E2112 FRAMING BY OTHERS MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 3500 FIXED WINDOW 96" X 60" NON -IMPACT FIN INSTALLATION DETAILS DRAWN: DWG N0. N.G. 08-02859 SCALE NTS I DATE 02/04/16 1 SHEETS OF 3 DATE APPROVED SIGNED: 02/17/2016 R I LIL10 ' ll i v•\.NGENSF •c9 i% 0 51 TAT Jc REv 'i O i4:clOR\OP;•G`' CITY OF SANFORD BUILDING & FIRE PREVENTION AliC F PERMIT APPLICATION A PPlication No: / oT Documented Construction Value: $ D/ oq"+- n Job Address: Historic District: Yes No Parcel ID: 't1 Residential [6 Commercial Type of Work: New AdditionPq Alteration Repair Demo Change of Use Move , Description of Work: aKA AV TN 2-— Plan Review Contact /Person: ..V'C G :1 _ Title: 1 i(' Phone: t _7"l —S_71 Z Fax Vfi Email: Property Owner Information Name L'}l/a' —2— Phone: Street: tr'pDm " i Resident of property? City, State Zip: 116 f I e5z-7 I 1 Contractor Information Name VA4' Phone: S40,_ Street: Fax: r' City, State Zip: 147 State License No.: Architect/Engineer Information Name: r'J'a' Phone: io'"Li _"l ob'6 Street: .Su Y,1 Fax: City, St, Zip: L JZ ! E-mail: Bonding Company: Address: Mortgage Lender: "OY Address: '1 CL Atie WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5°i Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 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 permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Notafy Public - State of Florida Commission # FF 924079 My Comm. Expires Jan 26, 2020 Owner/Agent is Personally Known to Me or Produced ID >(- Type of ID Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 4=A--' i'll 1(0 Revised: Jame 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE BP# I(. - 2-551 Address: BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell p Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) REVISED: June 2014 ELECTRICAL PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Max Inspection Description Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final MECHANICAL PERMIT Min Max Inspection Description Mechanical Rough Mechanical Final GAS PERMIT Min Max Inspection Description Gas Underground Gas Rough Gas Final OWNER BUILDER STATEMENT/AFFIDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) Rev. 9.14.2009 I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that 1, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that a contractor is required by law to be licensed in Florida and to list his or her license numbers on all permit and contracts. I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my own use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within in 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates this exemption. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. I understand that i may not hire an unlicensed individual person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the licenses required by law and by city ordinance. 1 understand that it is a frequent practice of unlicensed persons to have the property owner obtain an 11 owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. 1, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. I understand that 1 may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on my building who Is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation for the employee. I understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 Property Address: %)"1* j 1 / r i` `-2,77 Ira I, -,-A Z- dodo hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed and agree to the conditions s+e .ified above. n Sigkature of\Owner Form of Identificatio Must be Photo ID) Date A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding I year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 I agree that, as the party legally and financially responsible for this proposed construction activity, t will abide by all applicable laws and requirements that govern owner -builders as well as employers. I also understand that the construction must comply with all applicable laws, ordinances, building codes, and zoningre ulations. I am of aware of construction practices and I have access to the Florida Building Codes. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial Services, and the Florida Department of Revenue. I also understand that I may contact the Florida Construction Industry Licensing Board at 1-850-487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for more information about licensed contractors. I am aware of, and consent to, an owner -builder building permit applied for in my name and understand that I am the party legally and financially responsible for the proposed construction activity at the address listed below. I agree to notify the building department immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and financial lossProfessionalRegulationandthebuildingdepartmentmaybeunabletoassistyouwithany that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers' compensation coverage. Property Address: %)"1* j 1 / r i` `-2,77 Ira I, -,-A Z- dodo hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed and agree to the conditions s+e .ified above. n Sigkature of\Owner Form of Identificatio Must be Photo ID) Date A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding I year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 THIS INSTRUMENT PREP`D Y: itrn.2 Name: r ':i f'1:1:tf:)i...::: Address: G C al OFi;)(: i:IRCU"i' COURT & (; )'HVI R.0Li_LP, NOTICE: OF COMMENCEMENT State of Florida l;'i' l)I'[)?_:i::? I:iY itc:i.a,;:a1,f:: County of Seminole Permit Number: ' Parcel ID Number. The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) OWNER INFORMATION: Name: Address: 2 , Fee Simple Titlle Holder (if other than owner) Name: Address: Z_ Name:U`t?$; 1 1tt1C 1-(ti q_rilt e Address:—(([1/" 1 2 ' ° w:' Persons within the State of Florida Designated by Owner upon whom notice or other documents may be serye;JasprovidedbySection713.13(1)(b), Florida Statutes. s = Name:h1.a Address: o In addition to himself, Owner Designates U3 of o 0 To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. z cc o O Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a z10 different date is specified) uas WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF t: v COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, Q FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A in O NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST ° x fa O INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY g BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. u Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the: T, my knowledge and belief. te re 2- c Ow er's Signature I Own is Printed Name RridaSt tute 713.13(1)(g): " The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead." State of ,0 County of Se%-iml 1 ( — The foregoing instrument was acknowledged before me this \—day of4, 20 Y - by -30( ` 1 `'o t `9 . Who is personally known to me me of person making statet t ( OR who has produced identification LJ type of identification produced: s 1/LF lJV1Z Ll.t_?z v Ey: 210 S lose z ANOREINA ARROYO s Notary Pubk • State of florl y,= My Comm. Expires Apr ®, 20 EaFF';••' CommlSSion # FF 110856 I City of Sanford Siding Permit Application Checklist FD All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. Copy of a contract, signed by the contractor and the property owner, indicating the documented construction value of the project. 1 Completed and signed Electrical Permit Application. (If electric meter must be removed) 4 Copy of applicable contractor's license issued by the State of Florida (if the contractor is the applicant). A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). fl' Completed and signed Owner Builder Statement / Affidavit (if the owner is the applicant). Two (2) copies of the floor plan indicating the locations of the siding installation. Completed and signed Statewide Product Approval Specification Form gl_ Two (2) copies of the manufacturer's installation instructions. These guidelines were compiled to assist the applicant in preparing a siding permit application and may not be complete. The applicant is required to meet all City of Sanford, state, and federal code requirements. Revised: February 2015 s City of Sanford Siding Permit Application Checklist All permit application packages must be complete prior to acceptance. You must check each raze; box to the left or indicate n/a on this submittal. A complete application package shall include the following: W) Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. D`-Copy of a contract, signed by the contractor and the property owner, indicating the documented SS construction value of the project. Completed and signed Electrical Permit Application. (If electric meter must be removed) Copy of applicable contractor's license issued by the State of Florida (if the contractor is the applicant). A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). Q 2 Completed and signed Owner Builder Statement / Affidavit (if the owner is the applicant). Two (2) copies of the floor plan indicating the locations of the siding installation. Completed and signed Statewide Product Approval Specification Form Two (2) copies of the manufacturer's installation instructions. Y 7 Contact person information entered in Naviline? VV,Application forms stamped received and initialed? These guidelines were compiled to assist the applicant in preparing a siding permit application and may not be complete. The applicant is required to meet all City of Sanford, state, and federal code requirements. Revised: February 2015