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HomeMy WebLinkAbout23-7017City of Zephyrhills 5335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 BAR-007017-20A13 Issue Date: 10/30/2023 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, 4 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. -aqT0F4 CONTf(ACTOR SIGNATURE PE 1 PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER I City of Zephyrhills Permit Application r-ax-81;3-/8U-0u27 Building Department Date Received (p� It Phone Contact for Permitting } , Owner's Name Owner Phone Number «% Owner's Address } Owner Phone Number Fee Simple Titleholder Name {� (�} Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS _ LOT# SUBDIVISION PARCEL ID# 0C)l - C) ?0C) - D WORK PROPOSED � NEW CONS7R RDD/ALT (OBTAINED FROM PROPERTY TAX NOTICE) SIGN DEMOLISH INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL -I DESCRIPTION OF WOE Ccl BUILDING SIZE �^ SO FOOTAGE = C HEIGHT UILDING $ VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL �"� AMP SERVICE PROGRESS ENERGY W R.E.C. =PLUMBING =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION op, P- =GAS ROOFING= SPECIALTY = OTHER 101 FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO SIGNATURE COMPANY 14ffC)I� t,�xii��ENslcNATURE REGISTERED Y 1 N FEE C Address -- ''`� License# ELECTRICIAN ( COMPANY SIGNATURE _.Ij REGISTERE© Y) N FEE CURREN Y / N Address 4 License # PLUMBER COMPANY SIGNATURE REGISTERED Y (N �FEE CURREN Y / N Address �,�,•_ _ T® License # MECHANICAL COMPANY SIGNATURE REGISTERED YIN �IEE.111�IENY / N Address License # OTHER COMPANY SIGNATURE REGISTEREn YIN FEE CURREN Y / N Address License YBBiRBN�RiRBtI.N.EftR6E"B��i'itt#3E[l�la�i�a�#Eep%t RESIDENTIAL Attach (2} Plot Plans; (2} sets of Building Ptans; {1) sat of Ene gy Forms; R-O-W Pe mit for new construction, Minimum ten {44} wb king days after subm ttal date. Requi ed onsite, Constructon Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities $ t dumpster, Sita Wark Pannit for subdivisions/large projects COMMERCIAL Attach {2) oomplata Sets of Building Plans plus a Lite Safety Page: (t }set of Ene gy Fo s. R-O-W Permit for new construction. Minimum ten (14} working days after submittal date. Required onsite, Construct on Plans, Stormwater Plans w/ Slit Fence installed, Sanitary Facilities & t dum ster 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. Dlrectlons: Fill out application completely. Owner & Contractorsign knack 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 )VER THE COUNTER PERMITTING (copy of contract required) 2eroofs if shingles Sewers Service Upgrades A/C Fences (Plot/SurveylFootage) Drivewaw-Nat over Counter lion public roadways -needs ROW 10- 1 ov-vvzu City of Zephyrhills Permit Application 1-ax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions, UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work. they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a 'certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a pen -nit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to Department of Environmental Protection -Cypress Bayheads, Weiland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. Southwest Florida Water Management District -Wells, Cypress Bayheads, Weiland Areas, Altering Watercourses. Army Corps of Engineers -Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency -Asbestos abatement. Federal Aviation Authority -Runways. I understand that the following restrictions apply to the use of fill Use of fill is not allowed in Flood Zone "Wunless expressly permitted. If f the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENC ENT MAY RESULT IN YOUR NP STAIN FINANCING, CONSULT PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU IN _ _ TE_ TO WITH YOUR OR AN ATTOPKJFZV mc:cn.. J; BI FLORIDA JURAT (F.S. 117.03) OWNER OR AGENT Subscribed and sworn to (or affirmed) before me this by Who is/are personally known to me or has/have produced as identification. Public Commission Name of Notary typed, printed or �stamped CONTRACTOF Subscribed and me this Who is/are personally known to me or has/have produced as identification, Notary Public %Om,ss,,on,No.,�11 Name of Notary typed, printed of stamped lk Wallat'"'ilis Omw fttmnaft at Loom kftmaft ff ft Lomm cw*aftd fw ft bvm%wneft BEN CHANG J§IZAR WE •N _IQA CHARLESTOwv AddMm wams In pmpww. - OWNER 4L CoWrodar CARROLLWOOD %MNDOW & DMR- 602ft~ 301 TAWA FL Ad*M cw Cwoscbx* TdWom MM: 813-625-7676 & Nwo W,1-7,777-771 k. dill 7 —7=1-- T77 I it 77,� kj-=17777-,!;0777;M,* om "wa VWX;1=61 Awl I , vt rk-'s Name of Owner / Occupant: Address: city: k/ f State; —Zip Code:, Contact #: Email: Y I o rom!u I Ion 11frats I I 1*171111,114'11*j ivation Address: Unit #: (` IL / / — , State: Zip Code: 5309 56th Commerce Park Blvd. "Address: i Tampa State: FL Contact ZipCode: 33610 'City: .. ........ . I Email- johnf@envirotrac.com John H. Ferrill 05 /18 /2010 Certifed Renovator Name: Date Certified: FIMM31 ir I acturer: I �ir Manufacture Date: Serial M. iration Date: amk� Manufacturer: Manufacture Date: Model; Serial #: xUl UE Serial #: Manufacture Date: Test Kit Documentation Form Page of Renovation Address: (L L' Unit M C I ty: State: ZipCode: Test Location # Test Kit Used: (Circle only one) Tikst.Kitki Test Kit # 2 Test Kit # 3 Description of test location: J f 'Result: Is lead present? (Circle only one) YES Presumed Test Location # Test Kit Used: (Circle only one) test Kit # 1` Test Kit # 2 Test Kit # 3 Description of test location: �,f j ./,J J'! ,Result: Is lead present? (Circle only one) YES Presumed Test Location # Test Kit Used; (Circle only one) 46S Kit #-I-, Test Kit # 2 Test Kit # 3 Description of test location: ,Result: Is lead present? •(Circle only one) YES Presumed Test Location # Test Kit Used: (Circle only one) e�tKit # Test Kit # 2 Test Kit # 3 Description of test location: I k "d ,,Result: Is lead present? (Circle only one) YES Presumed ,Test Location # Test Kit Used: (Circle only one) t Kit # 1 Test Kit # 2 Test Kit # 3 'Description of test location: ),Ie1,0 ,,'Result: Is lead present? (Circle only one) YES 091- Presumed 'Test Location # Test Kit Used: (Circle only one) 1�st Kit # 1,,' Test Kit # 2 Test Kit # 3 Mescription of test location: r Af ,:Result: Is lead present7 (Circle only one) YES Presumed Test Location# Test Kit Used: (Circle only one) TestKit#1 Test Kit # 2 Test Kit # 3 :1 ,Description of test location: �Result: Is lead present? (Circle only one) YES NO Presumed am. ; m wegamema m .. z . . . � ƒ \ 4 » U£„ \\ 22 22 »&„ _ \ � ,! /o —77 :z mp ./. �£ Job: 2,k o XMMEM�i- COLOR "Amt-f, c,F R IF-, Jk-- I9® 10-, Operation Width x Height x Leg Temp OBS WOCD EXT. TRIM INT. TRIM Notes leax 3 3, x 2 3 5 x x 4 — x x 5 bzo A I 'I X, x �lq x x 7 x x 8 x x 9 x x 1 x t. 173- -Al/ x 11 x x 12 x x 13-- x x 14 x x 1. X1 —x 16 x X. 17-- x —X 18-- x x 19 —x x 20 x x 21 x x NOTES: I 1630 -HORIZONTAL SLIDING WINDOW (XO) - FIN INSTALLATION MAXIMUM SIZE 74" X 50" DESIGN PRESSURE +/- 50 PSF • FIN ANCHOR SEE SHEETS 3 TO 4 1. Installations depicted satisfy the requirements of the Florida Building Code, Building 7th Edition (2020) for design wind pressures and overall sizes noted. 2. Wood bucks, wood framing, steel stud framing, concrete and concrete masonry are by others and shall be designed by the architect or engineer of record to resist the toads imported to them. 3. Wood buck strips and wood frames are assumed S—P—F (G=0.42) or denser. Buck width shall be greater than the window frame width. Tapered or partial width buck strips are not allowed. 4. Concrete masonry installations are assumed at least ASTM C90 normal weight hollow masonry units with a 1-1/4" wall thickness or normal weight concrete with a minimum compressive strength of f'c = 3,000 psi. 5. Metal stud frames are assumed to be a minimum 18 gauge 33 KSI steel. 6. Wood screws shall be corrosion resistant and meet the requirements of ANSI/ASME 818.6.1 7, Topcon masonry anchors shall have a minimum embedment of 1-1/2' or full penetration of concrete masonry unit shell. They shall also have a minimum of 2" edge distance. Install concrete masonry anchors per manufacturer's installation instructions. 8. TEKS screws shall be corrosion resistant and shall be ASTM A510 Grade 1018 or equivalent. 9. Maximum permitted shim thickness is 1/4". Shims shall be non —compressible and load bearing type. Every through —frame fastener shall have a shim. 10, Products are not impact resistant and require approved protection devices if used in wind—borne debris regions, 11. Not for use in High Velocity Hurricane Zone (HVHZ). CONTENTS Sheet 1 Notes and Elevations Sheet 2 Elevations Sheet 3 Fin Install to Wood Sheet 4 Fin Install to Steel Stud Sheet 5 Frame Install to Wood Sheet 6 Frame Install to Steel Stud Sheets 7-8 Frame install to Concrete or CMU Sheet 9 Installation Accessories 11_1�"MWM%u� Ai NO � 61 S STATr OF JoWh A. Reed, PE P /ONAVV0�' FL PE 68920 FL REG 33474 5 Leto Dr York, PA 17406 717446-1200 2 j22,09 07 Oe-61 , 27 -04'00' Notes and Elevations 702 W. Market St. Gratz, PA 17030 Drawing No.: 25440-7-1001 Project Ni).: 25440-7 Drawn By: JAR REV: - Date:09/06/22 I Sheet 1 of 9 4" 6-1/2" w I V V 0 74" Q 1630 HORIZONTAL SLIDING WINDOW (XO) — THROUGH —FRAME INSTALLATION MAXIMUM SIZE 74" X 50" DESIGN PRESSURE +/— 50 PSF V FRAME ANCHOR SEE SHEETS 5 TO 8 h A INSTALLATION CLIP 74" 4"6-1/2" V V 0 u m 0 1630 HORIZONTAL SLIDING WINDOWXO� — THROUGH —FRAME ENSTALLATlON MAXIMUM SIZE 74" X 50" DESIGN PRESSURE +/— 50 PSF Q FRAME ANCHOR SEE SHEETS 5 TO 8 STATE Of JosephA.v P" F. ReedFL y\ ybssig64 PE 58920 '�ro��Yqi° c^ Y L REG 74 Lem Or, York PA 17406 717-846-1200 t • rs •VN7,7777 Elevations MI Windows and Doors 702 W. Market St. Gratz, PA 17030 Drawing No.: 25440-7-1001 Project No.: 25440-7 Drawn Bv: JAR REV: - Date:09t06122 Sheet 2 of 9 #8 X 1-1/2- WOOD SCREW WOOD FRAMING OR 1-1/2* MIN 2X BUCK. SEE NOTE 3. 3/4" MIN 3/4- MIN WOOD FRAMING OR 2X BUCK. SEE NOTE 3. 1-1/2' MIN EEER 10 R U IL--u !N!E-R I QF EXTERIOR ��—L I A- others. Not shown for clarity. FEY—WIN00 1/2- MIN #10-16 TEKS SCREW EXMRI #10-16 TEKS SCREW 11/2' MIN MIN PENETRATION IS DRILL POINT + 3 THREADS (APPROX. 3/4') 18 GAUGE STEEL STUD. SEE NOTE 5. IS GAUGE STEEL STUD, SEE NOTE 5. MIN PENETRATION IS DRILL POINT + 3 THREADS (APPROX. 3/4-) INTERIOR Note-, others. Not shown for clarity, GAUGE STEEL STUD. E NOTE 5. — 1/2- MIN MIN PENETRATION IS DRILL POINT + 3 THREADS (APPROX. 3/4") #10-16 TEKS SCREW JAMBa" aaystttattrs.. Jmeph A, ROW, PE FL PE 58M FL RE G 33474 5 Leo Dr, Yo*, PA 17406 7174W6-1200 2022,09Z7 09,51 :27 -04-0fY 1630 Sliding Window - non Impact Fin Installation to Steel Stud MI Windows and Doors 702 W. Market St. Gratz, PA 17030 Drawing No.: 25440-7-1001 Project No.: 25440-7 Drawn By: JAR REV: - Date:09/06/22 Scale: NTS Sheet 4 of 9 WOOD FRAMING OR 2X BUCK. SEE NOTE 3. EXTERIOR 1/4- MAX SHIM WOOD FRAMING - OR 2X BUCK. SEE NOTE 1 1 " MIN EDGE DIST. 1-1/4" MIN PENETRATION O 1/4- MAX SHIM #8 x 2' SCREW INTERIOR WOOD FRAMING OR 2X SEE NOTE 3. INTERIOR #8 X 2- SCREW--\ \R1 _LL1 I h Lu I EXTERIOR 1/4- MAX SHIM JAMB EXTERIOR (2) #8 x 1/2" SCREWS 1/4" MAX SH -M-2336 FRAME CLIP OR HDO00063 STEEL STRAP ANCHOR (2) WOOD FRAMING #8 X 2" SCREWS OR 2X BUCK. 3" ANCHOR -TO -ANCHOR SPACING SEE NOTE 3, I" MIN. EDGE DISTANCE SILL (ANCHOR PLATE) Note: Waterproofing and interior finishes by others. Not shown for clarity. 1-1/4" MIN. PENETRATION 1" MIN EDGE DIST. A INTERIOR Jweph A. PE Reed , eedFIE FIL PE 58M FL REG 33474 5 Leigh Dr. #8 X 2" SCREW York, PA 174DB (SEAL HEAD) 717-846-1200 2022,09 07 09�51 V �"W 1-1/4" MIN. 1-1/4" IN, PENETRATION PENETRATION I" MIN. EDGE DISTANCE SILL (THROUGH FRAMg) 1630 Sliding Window - non Impact Frame Installation to Wood MI Windows and Doors 702 W. Market St. Gratz, PA 17030 Drawing No.: 25440-7-1001 Project No.: 25440-7 Drawn By: JAR RE V: - Date:09/06/22 Sheet 5 of 9 1/2" MIN. a=nr,F nisi _'1 MIN. PENETRATION DRILL POINT +3 THREADS (APPROX. 3/4") EXTERIOR INTERIOR 18 GAUGE STEEL STUD. SEE NOTE 5. #10-16 TEKS SCREW INTERIOR 18 GAUGE STEEL STUD. SEE NOTE 5. 4" MAX SHIM 10-16 TEKS SCREW EXTERIOR 1/4" MAX SHIM im MIN. PENETRATION DRILL PONT +3 THREADS (APPROX. 3/4"} 1/2" MIN. EDGE DIST, EXTERIOR INTERIOR Note: Waterproofing and interior finishes by others. Not shown for clarity. �sxsi€33a�i acrt�;, ep 4 A ,p � Note: 2" MIN EDGE DISTANCE Waterproofing and interior finishes by HEAD CONCRETE OR jr� others. Not shown for clarity. 4 CONCRETE MASONRY 4 SUBSTRATE. 4 SEE NOTE 4. a —a: a a a 1-1 2" MIN. 3/16" TAPCON ANCHOR /4 EMBEDMENT a 4INTERIORCONCRETE oR ONCRETE MASONRYSUBSTRATE. L 1 —1/4" MAX SHIM 0 SEE NOTE 4. (j®MIN 3/16" TAPCON ANCHOR EXTERIORANCE 1/4" MAX SHIM JAMB 1-1/2" MIN EMBEDMENT EXTERIOR ! 7ERIOR EXIERI07 OR INTERIOR (� }� Joseph A, Reed, PE '� r 1/4" MAX SHIM 6 1/4" MAX SHIM (IFL PE 58920 ��� (2) #S x 1/2" SCREWS 3/16" TAPCON ANCHOR FL REG 33474 M-2336 FRAME CLIP (SEAL HEAD) a Leigh Dr, - CONCRETE OR {1 / HDO00063 STEEL STRAP ANCHOR CONCRETE MASONRY ( 7174 A 270 (- (2) 3/16" TAPCON ANCHORS SUBSTRATE. 717-$46- ci 2022,09.07 :5117.04'09 ( 1 3" ANCHOR -TO -ANCHOR SPACING SEE NOTE 4. CONCRETE OR �p 1 � i ( 0 1630 Sliding Window - non Impact CONCRETE MASONRY SUBSTRATE, a a a Frame Installation to Gcncrete/CMU SEE NOTE 4, a a a T v a ® a 1-1/2" MIN. a 1-1/2" MIN. MI Windows and Doors v EMBEDMENT EMBEDMENT a4 b a. 2" M3 EDGE pIST. SILL (ANCHOR PLATE) a 4 702 W. Market St. a Ca Q Gratz, PA 17030 Drawing No.: 25440-7-1001 2" MIN. Project No.: 25440-7 EDGE QIST. Drawn By: JAR REV: - Date:09/06/22 SILL (THROUGH FRAME)Scale: NTS Sheet 7 of 9 INN-1191 CONCRETE OR CONCRETE MASONRY SUBSTRATE. SEE NOTE 4. 1X WOOD BUCK STRIP EXTERIOR 1/4- MAX SHIM 1X WOOD BUCK STRIP--� 2" MIN EDGE DISTANCE CONCRETE OR CONCRETE MASONRY SUBSTRATE. 4 4, SEE NOTE 4. 4 I-1Z2' MIN 1X WOOD BUCK STRIP EMBEDMENT N 4 4'1 4 A4 3/16- TAPCON ANCHOR N 4 1/4- MAX SHIM CONCRETE IIR--\ CONCRETE MASONRY SUBSTRATE. r SEE NOTE 4, 4 SILL 3/16- TAPCON ANCHOR EXTERIOR jj b 2" MIN EDGE DISTANCE it !NLER 10 R 1/4" MAX SHIM----' EXTERIOR 1/4- MAX SHIM 2) #8 x 1/2" SCREWS M-2336 FRAME CLIP 1X WOOD BUCK STRIP QR HDO00063 STEEL STRAP ANCHOR (2) 3/16- TAPCON ANCHORS 3" ANCHOR -TO-ANCHOR SPACING OE CONCRETE OR CONCRETE MASONRY SUBSTRATE, SEE NOTE 4. 4 1-1/2" MIN EMBEDMENT 4 4, EDGE DIST. SILL (THROUGH FRAME) 1-1/2- MIN EMBEDMENT 14TERIOR 3/16- TAPCON ANCHOR (SEAL HEAD) Note: Waterproofing and interior finishes by others. Not shown for clarity, A- STATr Joseph X Reed, PE Al ONA FL PE 58920 FL RE G 33474 5 Leigh Dr, York, PA 17406 717-846-1200 2022.09,07 09:51'27 -04'00 1630 Sliding Window - non Impact Frame Installation to Concrete/CMU 702 W. Market St. 1-1/2" MIN Gratz, PA 17030 EMBEDMENT Drawing No.: 25440-7-1001 Project No.: 25440-7 Drawn By: JAR REV: - Date:09/06/22 Scale: NTS I Sheet 8 of 9 6.000" 1.500" 0.187" DIA 00 0 FIELD DRILL C� .075"' FOR ANCHOR SIZE .063" 3.000" 1.500" L 0 0 Iq M-2336 FRAME CLIP 6063-T5 ALUMINUM 375' HD000063 ANCHOR STRAP COLD ROLLED STEEL (GALVANIZED) JoWh k Rked, PE FL RE 58920 FL RE G 33474 5 Leigh Dt "10A 41 York PA 17406 717-846-1200 2022.09 07 W.5127 -04'OY ,rdy rim —1nTI, I I; - 11 on IMP= Installation Accessories 702 W. Market St. Gratz, PA 17030 Drawing No.: 25440-7-1001 Project No.: 25440-7 Drawn By: JAR REV: - Date:09/06/22 I Sheet 9 of 9 Florida Building Code Online https://www.floridabuilding.org/pr/pr—app__dti.aspx'?paraiiv—wGEV.. Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 (717) 365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency Fenestration and Glazing Industry Alliance (formerly AAMA) Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA 506 2016 AAMA/WDMA/CSA 101/I.S.2/A440 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2017 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/08/2023 Date Validated 06/08/2023 I of 6 8/22/2023, 3:02 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr appAtl.aspx?pararn=wGEV.. Date Pending FBC Approval Date Approved 06/11/2023 fc I I �11 . FL # Model, Number or Name Description ------ ---- 21638A 1630 HS 96x53 Fin, Flange, Finless Frame XOX 1/4-1/2-1/4 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21638 RIO C CAC APC(I.61747)H_3121. .01,-_8_0_1-44- Approved for use outside HVHZ: Yes R01630HS(033127).pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +40/-40 03/31/2027 Other: LC-PG40 Installation Instructions FL21638-R10-11-215440- 1 1630 HS Non -Impact 96x53 XOX DP40.pdf Verified By: Joseph A Reed, RE PE-58920 Created by Independent Third Party: Yes Evaluation Reports H-21638RIO-AE.25,140-1. MI Windows 1.630 HS non- ._.._.. . .. ..... . . impact XOX96x53DP40.pdf Created by Independent Third Party: Yes 21638,2 1630 HS 96x48 Fin, Flange, Finless Frame XOX Equal Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21638-,RlOCCAC: 'AlPC_(,1,6744),fl�946.01-801-44- Approved for use outside HVHZ: Yes RO 1630 HS(0331127).pdf Impact Resistant. No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/31/2027 Other: LC-PG50 Installation Instructions FL21638R101125440-2 1630 HS Non -impact 96x48 XOX DP50.pdf Verified By: Joseph A Reed, PE PE-58920 Created by Independent Third Party: Yes Evaluation Reports FL ' 21638 R - 10 - AE 25440-2MI Windows .1,630 H.S.non-- Irnpllct. X0X96_x.4.8 DP50,,pdf Created by Independent Third Party: Yes 21638.3 1630 HS 120x63 Fin, Flange, Finless Frame XOX Equal Limits of Use Certification Agency Certificate Approved for use in HVHZ. No I'l-21638-RI0 C..-CAC ....AIPC(16745)H2.947.01-801-,44- Approved for use outside HVHZ: Yes RO 1630 HS(033127),pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure. +25/-25 03/31/2027 Other: LC-PG25 Installation Instructions FL21638--RIO II_ 254140-3 1630 HS Non -Impact .1 20x63 XOX DP25.pdf Verified By: Joseph A Reed, RE PE-58920 Created by Independent Third Party: Yes Evaluation Reports IFIL2_1638, RIO.. AE 25440- 3 MI Windows 1630 HS-non- Impact XOX 120x63 D.P.2151,pcif Created by Independent Third Party: Yes 21638.4 1630 HS 96x53 Fin, Flange, Finless Frame XOX Equal Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21638 -IO R-_ C -_ CAC--APC(16746)h1,3121.0l.-801-44- Approved for use outside HVHZ: Yes R01 _630 HS(033127),pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure; +40/-40 03/31/2027 Other: LC-PG40 Installation Instructions FL..21.638..Ri.0.-II--25440-4 1630 HS Non-Impact,96x53 X0X,DP40.pdf Verified By: Joseph A Reed, PE PE-58920 Created by Independent Third Party: Yes Evaluation Reports FL21638 RIO AE 25440-4 MT. Windows 1630 HS non - Impact XOX ,96x53,DP40,pdf Created by Independent Third Party: Yes 21638,5 lt3O HS 96x48 Fin, Flange, Finless Frame XOX 1/4-1/2-1/4 Limits of Use Certification Agency Certificate Approved for use in HVHZ, No fL2!638-,R10-C-CAC_,AIPC(16743)H2946.01-801-44, Approved for use outside HVHZ: Yes RO 1630 HS(33127),pdf I Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/31/2027 2 of 6 8/22/2023, 3:02 PM Florida Building Code Online littps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV., Other. LC-PG50 21638.6 1 1630 HS Limits of Use Approved for use in HVHZ- No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25/-25 Other: LC-PG25 21638.7 1 1630 HS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: LC-PG50 21638.8 1 1630 HS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: LC-PG50 21638.9 1 1630 HS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure. +35/-35 Other: LC-PG35 21638.10 1 1630 HS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Installation Instructions FL2J638, R10,11,25440-5,16301-IS Non -Impact 96x48 XOX DP50,pdf Verified By: Joseph A Reed, PE PE-58920 Created by Independent Third Party: Yes Evaluation Reports FL21638 RIO.­AE_ 25440-5, MI Windows 1,630 HS non - Impact XOX 96x48 DP50.pdf Created by Independent Third Party: Yes 120x63 Fin, Flange, Finiess Frame XOX 1/4-1/2-1/4 Certification Agency Certificate F-'L21638-_RI,O-,C-_CAC APC(16742)H29,47.01.-801-44- RO1630 HS(033127),pdf Quality Assurance Contract Expiration Date 03/31/2027 Installation Instructions FL2 1,638 _ R.1 `0 11 25440-6 1630 HS on Impact 12Ox63 DP2 5,pdf Verified By: Joseph A Reed, PE PE-58920 Created by Independent Third Party: Yes Evaluation Reports FL21638 RIO AE 25440-6 MI Windows 1630 H5 non - Impact XOX 12- -0 x 6-3 D P-2- -5, pdf_ - Created by Independent Third Party: Yes 74x50 Fin, Flange, Finless Frame, OX Certification Agency Certificate FL21638R1.0 -C-4:AC-APC(17426)1405.05-1.06-1.1- RO,1630 16(050228),ipdf Quality Assurance Contract Expiration Date 05/02/2028 Installation Instructions FL216138-RI110 II 125440-7 1630 HS Non -Impact ,74x.50 OX Verified By: Joseph A. Reed, PE PE-58920 Created by Independent Third Party: Yes Evaluation Reports FL2163811 RIO IAE 25440-7 MI Windows 1630 HS non - Impact OX 74x50 DP50.pc.f Created by Independent Third Party: Yes 110x63 Equal Light XOX Flange and Finless Frame Certification Agency Certificate FL21638 RIO -C,.CAC, ,APC,(!,-9021,2385-.03-106-12- RO 103. HS,(03272.5),,,pdf Quality Assurance Contract Expiration Date 03/27/2025 Installation Instructions FL2 1 638 RIO 11 25440-8 1.630 HS Non -Impact. I10x63 XOX DP50 DP35.pdf Verified By: Joseph A. Reed, PE PE-58920 Created by Independent Third Party: Yes Evaluation Reports FL21638 R2 10 AE5440-8 MI Windows 1630 HS non - Impact XOX 1IOx63 DP50,DP35,pd,f Created by Independent Third Party: Yes IIOx63 Fin Frame Equal Lite XOX Certification Agency Certificate FL216.38 RIO _CCAC. _APC(M.)2 ,j.9 3 8 5.0 3- 10 6­ 12 - , RO, 1630,HS1,(0312725),pff Quality Assurance Contract Expiration Date 03/27/2025 Installation Instructions FL21638 RIO - 11 2 5440-81, 16130 'HIS, Non -Impact l. I Ox63 XOX DP50 DIP35.pof Verified By: Joseph A. Reed, PE PE-58920 Created by Independent Third Party: Yes Evaluation Reports FL216381 RI0AE25440 8 MI Windows 1630 HS non - Impact XOX I IOx63 DP50, DP35,pdf Created by Independent Third Party: Yes 74x63 Fin, Flange, Finless Frame Certification Agency Certificate FL21638 RIO CCA(--,,,,A,PQ(18924)2343.02-106-12- RO 1630 HS(AL(JMPU,L.LRA,IL),(032725),-pdf I .3 of 6 8/22/2023, 3:02 PM Florida Building Code Online https://www.floridabLlilding.org/pr/pr _app_dtl.aspx?paranT=wGEV.. Impact Resistant: No Design Pressure: +50/-50 Other: LC-PG50 21638.11 11630 HS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +45/-45 Other: LC-PG50 Fin, LC-PG45 Finless/Flange 21638.12 11630 HS Limits of Use Approved for use in HVHZ. No Approved for use outside HVHZ,. Yes Impact Resistant: No Design Pressure: +30/-35 Other: LC-PG40 Fin, LC-PG30 Finless/Flange 21638.13 1 1630 HS Limits of Use Approved for use in HVHZ. No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +45/-45 Other. LC-PG50 Fin, LC-PG45 Finless/Flange 21638.14 1 1630 HS 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 Fin, Finless and Flange 21638.15 1 1630 HS Limits of Use Approved for use in HVHZ-. No Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date 03/27/2025 Installation Instructions FL21638 RIO 11 1630 HS 74x63 Non -Impact Installations - 2020 FBC,r)df Verified By: Joseph A. Reed, RE PE-58920 Created by Independent Third Party: Yes Evaluation Reports FL21638 RIO AE25048-1 MI Windows 16,30 HS non- .mpact 2020 FBC,pdf Created by Independent Third Party: Yes 72 x 53 Insulated Glass Certification Agency Certificate FL21.638 RIO C _CAC APC(I.5950)G2937,01-109-47- RO 1630 HS(091526),pdf FL21.638 RIOC CAC R01630 HS(99 5),pdf Quality Assurance Contract Expiration Date 09/15/2026 Installation Instructions FL21.638 R 10­ I'll pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL21.638 RIO -AE--513863,pdf Created by Independent Third Party: Yes 72 x 63 Insulated Glass Certification Agency Certificate F,L.21.638RI.O_C CAC, APC(I,5949)G29 .91-109-47- RO1630 HS(Q91.5,26),lpcjf FL21638 RIO C CAC APC(159 :i2q?2_91 -109-47- �53)G 1 RO 1.630 HS(091526),,p Af Quality Assurance Contract Expiration Date 09/15/2026 Installation Instructions FL21638.-"RIO .-11--O,S-0300l,p.df Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL21638 - RIO - AE - 513864.pdf Created by Independent Third Party: Yes 84 x 48 Insulated Glass Certification Agency Certificate FL..21.638,RIO CCAC APC(159,8)G2937.01-109-47- _ M - I --- RO 16,30,HS( 0915,26).pdf FL21638RIO C"CACAPC(,1.5 5 )G2922,01-109-47- _" 3 1 11 1 11- 1 '­ � 9, 2 RO, 1630 H - S(091526),pdf Quality Assurance Contract Expiration Date 09/15/2026 Installation Instructions FL21(,i3€3111,.Rio I...11....08-03002,pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports F:L21638RIO--,AE-,,51.3865.pdf Created by Independent Third Party: Yes 72 x 72 Insulated Glass Certification Agency Certificate FL21.638 RIO C CAC,,,APCI(,16699)HO4,51_,O[-,10,9-47- R0 1630 HS(042527�,pdf I I Quality Assurance Contract Expiration Date 04/25/2027 Installation Instructions FL21638 - RIO - 11 - 08-031415.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL21638 -RIO -AE--514056,pcif Created by Independent Third Party: Yes 120x63 XOX Flange and Finless Frame Certification Agency Certificate FL21638 RIO C CAC_ AP - C(j 8WZ)227602-106-12- RO 1630 HS(,0327,25),pof 4 of 6 8/22/2023, 3:02 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr app__dtl.aspx?pararn--wGEV.. Impact Resistant: No Design Pressure: +45/-45 Other: LC-PG45 Quality Assurance Contract Expiration Date 03/27/2025 Installation Instructions FL21638 RIO 11 25950-1. 1.630 HS Non -Impact, 120x63 X-0-XI-pdf Verified By: Joseph A. Reed, RE PE-58920 Created by Independent Third Party: Yes Evaluation Reports FI-21638R10AE25950-1 MI Windows 1630 HS non- Im,pact XOX XO,pdf Created by Independent Third Party: Yes 121638.16 1 1630 HS I 120x63 Fin Frame I 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 Certification Agency Certificate FL21638 RIO--CCAC , APC(1,8923)2276,02-;106-12- RO_1630 HIS(0327251).lpdf Quality Assurance Contract Expiration Date 03/27/2025 Installation Instructions F,L2-1638,,,,RI.0Il.,,,25950-1-1.-6-30HS--Non-ImpqcLI20x63 X 0 X" Pdf Verified By: Joseph A. Reed, RE PE-58920 Created by Independent Third Party: Yes Evaluation Reports Fl-216381 RI0-A.E.125950-I.M.1 Windows 163.0 HS non - Impact XOX XO.pdf Created by Independent Third Party: Yes 121638.17 11630 HS Impact I 110x63 XOX Flange and Finless Frame I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant" Yes Design Pressure: +50/-50 Other: LC-PG50 Missile Level D, Wind Zone 3. Glass consisted of 1/8" annealed exterior - spacer - 1/8" annealed / 0.090 PVB / 1/8" annealed. Glass was bedded in Pecora 896 silicone. Glass bite was 1/2". Certification Agency Certificate R0_1630 HS(0 2725),pdf K � Quality Assurance Contract Expiration Date 03/27/2025 Installation Instructions FL21638 R1 0 11 25950-4 1630 HS IFnpact110x63 XOX.pdf Verified By: Joseph A. Reed, RE PE-58920 Created by Independent Third Party: Yes Evaluation Reports F-1-21638 -IO R- AE - 25950-2 M1 Windows 1630 HS Impact XOX Xo.pff Created by Independent Third Party: Yes 121638.18 1 1630 HS Impact 173 x 48 Insulated Laminated Glass I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-50 Other: LC-PG50, Missile Level D, Wind Zone 3. Glass consisted of 1/8" annealed exterior - spacer - 1/8" annealed / 0.090 PVB / 1/8" annealed. Glass was bedded in Pecora 896 silicone. Glass bite was 1/2". Certification Agency Certificate FL2.1638....RI. O....0 CAC APc(j,6708)HO416-3.02-1.09--47 t630 HS(042627)_.pdf Quality Assurance Contract Expiration Date 04/26/2027 Installation Instructions FU163812IO,,..11-,08-03144.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL21638-- RIO-AE-5,14055,A.pdf Created by Independent Third Party: Yes 121638.19 11630 HS Impact I 74x63 Flange and Finless Frame I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: LC-PG50 Missile Level D, Wind Zone 3. Glass consisted of 1/8" annealed exterior - spacer - 1/8" annealed / 0.090 PVB / 1/8" annealed. Glass was bedded in Pecora 896 silicone. Glass bite was 1/2". Certification Agency Certificate FI-21638-,,RI.O,,.C,-CAC APC(20,538)NAIVER;ref, 2,38-5,03,,ref,,,2276,02,,WAJ.VER;,ref.,11-.17,66.02 1630 HS"(032:72 5) pdf Quality Assurance Contract Expiration Date 03/27/2025 Installation Instructions FL21638--, R10_11 25950-5_ 1630 1-1SIrnpact, 74,x63 X0,pdf Verified By: Joseph A. Reed, RE PE-58920 Created by Independent Third Party: Yes Evaluation Reports IFL21638 -- RIO - AE - 25950-2 MI Windows 1630 HS Impact XOX XO,r)df Created by Independent Third Party: Yes sack Next � 5 of 6 8/22/2023, 3:02 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.aspx?param wGEV... CO nta ,t_lts :: 2501 Blair_.$tone Rgad,_Tallahassee_ FL 32399_ Phone:. 850-4_$7_1824 The State of Florida is an AA/EEO employer. Copyright 200_7_2013_State,of Florida.: Privacy _Statement :: Accessitiility_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(i), 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: of R 6 of 6 8/22/2023, 3:02 PM NOTES: THE 'PODFICT SHOWN HEREIN IS UMIGNED AND MANUFACTURED TO COMPLY WITH REOU E M....NTS - 'LO?IDA BU!i D NG CODA. 2, V1000 BARING AND MASONRY CPEN,NG 70 BE DESUNED AND ANCHORED TO PROPER',.Y TRANSFER ALL /.PS T„ STRUCTURE. TEAMING AND MASONRY OPENING IS THE RESPONSIBI!JTY OF THE ARC T ECT OR ENGINEER OF GE_CORD. 3 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERF SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED iHRv.,CH TF-: TRADE IN P.CMrTDMCE WITH ;JikNUG.LCTURE R'S hUBL SHHD MTA. AT ON N RuCTILvS NC_IC.-, -HALL SM,,._!Y AS�NM �!EN'C.,M .NM2 V!ASON r, .,NCR - O.F. CITHFR 'RJCURAL SUBS A E II n ER 'IPSOD BUCK _.FK``FSE !S 11 112 0,R GREETER, SUCK SITAEF, B_ FCf.RE'L FASIEN,ED TO MASONRY, CONCRETE OR OTHER CTRUCTURAt_ SUr3SFRATE. WINDOW UNITS MAY BE ANCI10RE0 TIHROUGHl FRAME TO SFCU ! F WOOF.) BUCK IN ACCORDANCE WITH MANUFACTURER B-iSl INS ', F1Otil ',NSTRUCTIONS. o i, -R[ "X D_'- < S ,SED C _ M it'-'_RIA.LS 1,P.ST ..�FPAJIEZTFD lv:T ip'M0:' N ;V _, b S C,SR �T 3MM ML M _�tid N E >U JPT IS UV G. F, R ' 'NSTAI ON S AIM AS HEFEDI D. FOR FRAME NSAL,[ .ON S11,IM rC RMUeRED .47 AC',"NCHGR LCCAIIDN Al-Al-H LDiD _. ARIN3 Sr11M SHIM WH _ SPA L OF 1/16" OR VS DIP 2M a r_RI! _ A PRU GID PVC. J FNFS M ;ST 131 GIAZED PER ASTI SCiO. 7 APPOA,FD IMP Cl:'ROIEC IVE S Cf/ M 2U!RED -OR IS P' ODU N 'JlflD BORNE ,? 1 <. ' ONS. _N <="VNG - 'IX RL OK C F'P!S A' MI CNU ..N _U. Dt.F 0 F C0N1CNM SHE \— SG-RILN 2_ 3 ! a` _ _ElFjF 3 1 COMPONi N z N' 15. FOR ANCHORING THROUGH RN INTO METAL STRUC F1 JRE USE C/ SMS ON -1_F DRII I rN' SCREWS WITH Sur C=EN. LENGFH 10 ACH E/C J "! REEDS M N, Imo_' DEYCND S „C JRE INTER OR AIAE_ LOCA1- ANCHORS ORS A' S- ,J.IN__. NS 6 R ANCHORING "7OUC F°AM_ INTO WOOD ~tA N, OR 2X RUCK USE F8 ,=', SCREWS W(T1 SUFFICIENT _ NGTFi TO ACHIEVE A 1 /A' M N!M N, EN 'i,_ NIC S BS RAIL. LOCATE ANCHORS AS SHOWN IN EVAICNS AND NSI/IM N CE AI OR AN GRIN ROUGH FRAM INTO MASON RY/CO N RETC USE /16 f CL N " t MF C T LF -0 AC IEVE 4 /4 AI IMUN L.VEJM V °NM _j3-1RA .` N NU r, _D,_ � I +_ANC �OC/_T'E ANC�jCPS AS �. CVIN v __E✓ M 1)A{v.� im RI R_'j AMF INTO 1:4 �iRi�C6 SCREWS h l'H CIENJ I I NGT I TO4 F dE 3 - K, DS N !J!,' INTER jR WALLL O)MA'1E ANCHORS AS SOWN N EL J,A i2NS AND 1NSi F JN 19. ALL ;FASTENERS _.0 BE CORROS'ON RESISTANT. 20 �sT L „TICN , ,�,s s! /,I L BL NS�ALL Acc�.D,. I,F A>> ,. M,.n. IC�iv�`M CT._ �S .,ri0 ,.. _. .v � CLWi i 42 _ , R N'. 3f .... CIE PER F b1: / STRUCTURE. `ID ! 'EGA.U48'"3K T' Ml JR J'I NiM 6U6:5 _C Fli i CMiv` IC SH _ ARE .,� A� Tom,-�L. ..,,` C'✓E _ 3..0 _X,. N SF i.. SIGNED: 0712712021 Ml iQ' JMKET SR D�}dREETLC. 650 L1�� GRATZ, PA 17030-0370 SERIES 1620 SINGLE HUNG WINDOW REINFORCED f>"TfATV0F_'a'q'4' NON-IMPACT 52" X 63" NOTES 03751 `.R` AL�� NTS ' ` 07/26/262108 OF M L. ROBERTO LOMAS P. E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE, NO 27023 FL No.: 62514 434-688-0609 rIIomas@Idomaspe.com R�_' ISIONS DATE I APPROVED 52" 'FRAME MD'" 4" MAX 14 1/4 4" MAX MAX. 3.C. MAX It - I � I ( � -- i 14 114 MAX 0, C, 6,3 FRAME - ------ --- X FRAME INOTH 52" 3" MAX 3 MAX O.C. 3MAX MAX 0,C 63" j RAME (EIGHT -1-620-SH REINFORCED 1620 SH REINFORCED_ EXTERIOR VIEW EXTERIOR VIEW FINLESS & FLANGE INSTALLATION FIN INSTALLATION WHERE WATER PENETRATION RESISTANCE IS PEOUIPED WHERE WATER PENETRATION RESISTANCE IS NOT REOUPIED DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING +50,01-63.0PSF NONE +55,01-63.OPSF NONE 52" X 63" UNIT SHOWN. OTHER SIZES APPROVED AS LONG AS FRAME AREA DOES NOT EXCEED 22.75 FT' NOTES: 1. SASH SIZE: 49 112"X31114" 2. SASH D.L.O.: 46"X27314" 3. FOXED D.L.0.:47112"X27314" HARDWARE SCHEDULE A. A. (2) COMPOSITE CAM LOCK AT INTERIOR MEETING RAL, 7" FROM EACH END B. (2) METAL TILT LATCH WITH J-HOOK AT EACH END OF INTERIOR MEETING RAIL C. (2) METAL PIVOT PIN AT SASH BOTTOM RAIL. ONE AT EACH END D, (2) CONSTANT FORCE BALANCES, ONE AT EACH JAMB E. (2) PVC RECESSED NIGHT LATCHES AT FIXED LITE STILES, 6- ABOVE FIXED MEETING RAIL F. ALUMINUM REINFORCEMENT (M-2343) AT FIXED MEETING RAL I ALUMINUM REINFORCEMENT (M-2115) AT INTERIOR MEETING RAL H. ALUMINUM REINFORCEMENT (M-2266) AT SASH STILES I MI WINDOWS & DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 1620 SINGLE HUNG WINDOW REINFORCED NON —IMPACT 52" X 63" ELEVATIONS DRAWN. 6wC; FIE, A. R. 10 08-03751 77LE NTS I OAT[ 07/26/2021 1"2 OF 13 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISIVILLE, NC 27023 434-668-0609 rllcm,(a)]rlomaspe,com SIGNED: 0712712021 V 0 7 0 TAT _ Luis R. Lomas P.E. FL No.: 62514 REVISIONS DESCRIFT�ON ( DATE EORI V'AP D WOOD =RAVING OR 2X BuCK BY CTHERS BACKER RCD & APPROVED SEALANT IF,AC''KER R10"[1 & ,APPRC'✓F, SEA. ANT ;AAC CRAVIN OR 2X ?'' K _ '7/16" MIN. EDGE DISTANCE 1 �4' MIN. EV,8EDMENT 1/4' MAX. SHIM SPACE ,#8 WOOD SCRFW G I� L EXTERIOR, �'� t�l .i INTERIOR f _ I II. VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHONIN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 r4 " MAX_ M SPACE 1 1 /4" MIN. 1 /4" MAX. EMBEDMENT I� �-{ SHIM SPACE INTERIOR EDGE DISTANCE - SCREW y LJ WOOD FRAMING L OR 2X BUCK EXTERIOR BY O1HFRS JAMB INSTALLATION DETAIL BAC F-R ROD — WOOD FRAMING OR 2X BUCK INSTALLATION & APPOVF_0 INSTALL TWO ANCHORS THROUGH JHOOK T;;LIT INTO WOOD SUBSTRATE SIGNED: 0712712021 MI WINDOWS WEST �. AR l ilI1Lf WEST MSTREET ETL GRATZ, PA 1 7030-0370 7�Xj'r f Ne*-.,p V,* E SERIES 1620 SINGLE HUNG WINDOW REINFORCED ^`— 0 NON —IMPACT 52" X 63" FINLESS INSTALLATION DETAILS TAT F k• ': A.,R. 03731 NTS 07/26/202108 OF 13 Ilk L, ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NO 27023 Luis R. Lomas P.E. FL NO.: 62514 434688-0609 dlomasCd)trlomaspe.com Rnl SIGNS DESCRI.pTiON DATE 111R01rD METAL STRUCTURE By OTHERS APPRO'dED SEALANT 7 16" MIN, EDGE DISTANCE 1 /4" MAX SHIM SPACE 4 #8 SMS OR SELF DRILLING i SCREW 7 T EXTERIOR c INTERIOR JJ BACKER ROD Kr, APNRO`v=D SEALANT METAL STRUC UPE Bl' CT Rc 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 S;L-- TO BE q-T N A BED OF APPROVEDSEAL^.N 1/4" MAX. SH M SPACE 1 /4" MAX, SHIM SPACE INTERIOR_ 7/16" MIN. EDGE o+sTANc"__— PS SAS OR— S: E DR LNG49 SCPE'Als�-- ZJL --__= EXTERIOR E_ A Ate= P%, .. - JAMB INSTALLATION DETAIL _'� METAL STRUCTURE INSTALLATION INSTALL TWO ANCHORS THROUGH J HOOK INTO METAL SUBSTRATE SIGNED: 0712712021 MI LC. 65E0 WEST MAR ET STREET GRATZ, PA 17030-0370 «^�ti '�• SERIES 1620 SINGLE HUNG WINDOW REINFORCED NON —IMPACT 52" X 63" FINLESS INSTALLATION DETAILS �3 TAT OF - ,: INN DWG N Rry r ` AC(iRtilt' � `a AARF NITS°nr. 07/26/202708 s03741 OF 13 I01M. L. ROBERTO LOMAS P. E 14,32 WOODFORD RD LEWISVILLE, NO 27023 Luis R. Lomas P.E. FL NO.: 62514 434-688-0609 diomasgalrlomaspe.com 2" MIN. <eisiovs <<' `S ANC`- �'-- ---- «V UESC - uN GATE APPROVED CONCRE_'/MASONP.YBY OTHERS a a ° a1 1 /4" MIN. OPTIONAL. 1 X BUCK 4 E°S 3EDMEN T SEE NOTES 3 - 7 SHEET1 1/4" MIN. _ 1/4" MAX. - EMBEDMENT SHIM SPACE CONCRETE/MASONRY BACKER ROD }_ —� & F,PPROVED � r� 1/4,. MAX. BY OTHERS o I a SEALANT SHIM SPACE OPTIONAL 1 X BUCK - 3/16" TAPCON �._.= NOTES SHEET i INTERIOR Fi TAPVN EXTERIOR �Lim INTERIOR n ---"— LVi s U L t � EXTERIOR S,-- ! ----___------ I �� a f K", F h ..� lam ' / SFEEL,ANT \.\ BACKER EROD -J EA IT -- - -- c? r e K —� � 1i � H sI � SAC E IAMB INSTALLATION DETAIL SEE NOT- \ S. ` FFI CONCRETE/MASONRY INSTALLATION INSTALL ONE ANCHOR THROUGH J HOOK INTO MASONRY SUBSTRATE ONCRI BY -9 e �� SIGNED: 0712712021 A T_ ___ -_= MI WINDOWS & DOORS, LLC.lttIrtl� VERTICAL CROSS SECTION 650 WEST MARKET STREET �,,i�a;! i GRATZ, PA 17030-0370 CONCRETE/MASONRY INSTALLATION SERIES 1620 SINGLE HUNG WINDOW REINFORCED = #ems E3V-OF-; NON-IMPACT 52" X 63"FINLESS INSTALLATION DETAILS -'AT; NOTES: c--ham: Pare PO A.R. 08-03751 i. INTERIOR AND EXTERIOR NOT SHOWN FOR CLARITY.INtSHES,BYOTHERS, s`'A-= NTS "r''` 07/26/2021 `E 5 OF 13 ,ff AL 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 L.ROBERTOLOMASP.E Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 _.. 434-688-0609 rltomasC2i)1rlomaspe. m FL No.: 62514 Rf VIS10NS 9ESCRIP7ION , DATF APPROVED 7/16" MIN_ EDGE DiSTA:NCE CD Bur -P - — OP. 2X SUCK BY OTHERS 1 1/4" MIN. EMBEDMENT BACKER RODC - MAX, & APPROVED �� �� SEALANT SHIM SPACE - �� i - #8 WOOD SCREW I r ,� `._; � u, EXTERIOR T INTERIOR r'L2 "' K `7 x Q PR c SEALANT `Ai CD ZINC 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 SILL TO BE SF i IN A BED OF PROVED iAl-AN 1 /4 " N;Ax. 'i"!M SPACE 1 1 /4" MIN 1 /4" MAX. EMBEDMENT �� SHIM SPACE INTERIOR i EDGE ('fSTAN..F Y Vv CA 2X, ,G WOOD I RAMII'V .� RS CK JAMB INSTALLATION DETAIL I.,r.'..P`r RO APPROWOOD FRAMING OR 2X BUCK INSTALLATION R- VS� SEALANT INSTALL TWO ANCHORS THROUGH JHOCK INTO WOOD SUBSTRATE SIGNED: 0712712021 MI WINDOWS tR oi}ORPEETLC.}}0}7if0/ 6 MKET E151s"ct GRATZ, PA 17030-0370 y�.y� SERIES 1620 SINGLE HUNG WINDOW REINFORCED 0 =' NON -IMPACT 52" X 63" = FLANGE INSTALLATION DETAILS '�pqy AT OF SING NCO R'cti s5.A- A.R. 08-03751 — ��/S{#""i SCALE KITS 07�26�2021 "�-�6 OF 13 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 Luis R. LOMOs P.E. FL No.: 62514 434-688-0609 'llomasg(rlomospe.com REVISIONS DEECR1PTioN DATE I APPROVED M ETAL STRUCTURE BY OTHERS APPROVED SF_ALANT _ 7116" MIN. �,CE DISTANCE 14" MAX_ SHIM SPACE f } H8 SMS OR 13EL`r DR'L!JNG SCRDN it EXTERIOR INTERIOR 7 a, `J 1 M A TRJ—"-R BY Fjh Rc 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 1 /4' MAX. SH:'r SPAC` i INTEROOf 7/16 Mint. - _ EDGE DISTANCE �� !C Lg SIDIS UP i 1 ii IF` — EXTERIOR A S R1 OIRFC < Ou �� H AFP R DEED JAMB INSTALLATION DETAIL SEALANT METAL STRICTUREINSTALLATION INSTALL TWO ANCHORS THROUGH J HOOK INTO METAL SUBSTRATE MI WINDOWS & DOORS, LLC. 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 1620 SINGLE HUNG WINDOW REINFORCED NON —IMPACT 52" X 63" FLANGE INSTALLATION DETAILS DRAWN: DWG NO RE`! A.R. 08-03751 — ^LE NTS I-fT 07/26/2021 1SHE``' 7 OF 13 L. ROBERTO LOMAS P. E. 1432 WOODFORD RD L EWISVILLE. NO 27023 434-688-0609 rllomasC&/rtomasperom SIGNED: 0712712021 "IPIffill , Luis R. Lomas P.E. FL No.: 62S14 2" MIN, EDGE DISTANCE COX TF-./MASONRY BY OTHERS� °° a 1 1/4" MIN, EMBEDMENT OPTIONAL 1 X BUCK SEE NOTES 3 -- 7 SHEET 1 J APR ✓E.D tir ��—.` /4 MAX. J SttiJ.NT li ;[=T� S} hA SPACE 3/16" TAPCON INTERIOR D;C BE SET I I BED OF BAC 'KER POD APPROVED EALANT %% NT f v .: T z - Ceti AETL./I r 'ONRY BY OTHERS VERTICAL CROSS SECTION 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 REVISIONS 7DESCP P'(ION DATE A(�'F'ROVED 1 1/4" MIN - EMBEDMENT CONCRETE/MASONRY — C HERS i OPTIONAL 1 X BUCK SEE NOTES 3 - 7 �! !� 1/4" MAX. SHEET- 1 SHIM SPACi= I � INTERIOR i 'APCGN ! ', a I I L" a i N_ I r �E1 'LL1 EXTERIOR / JAMB INSTALLATION DETAIL eACDER 7 0 - CONCRETE/MASONRY INSTALLATION SEA �, ' INSTALL ONE ANCHOR THROUGH J HOOK INTO MASONRY SUBSTRATE SIGNED: 0712712021 MI WINDOWS0 LC. i ittQ)4v MARKET STREET 65WEST �� {��r GRATZ, PA 17030-0370 SERIES 1 620 SINGLE HUNG WINDOW REINFORCED #^ # NON -IMPACT 52" X 63" 0� 0y FLANGE INSTALLATION DETAILS -'1}� [pj OF gam^ AfR. 08 03751 NTS 07/26/2021 S OF 13 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NO 27023 Luis R. Lomas P.E. EL NO.: 62514 434-668-0609 rllcmast?alrlomaspe.com AP P P'OVED SEALANT 3EHIND FIN f#6 WOOD SCREW 3/8" MIN EDGE DISTANCE L 'I EXTERIOR INTERIOR s I I nli i 1 I� I "i IF 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 WOOD FRAMING BY OTHERS /4" MAX. iHIM SPACE f 1 /4" 1,2AX SH I S''ACI REV;SIONS ESCR PTIOV Dl -1 1 APPROVED 1 /4" MAX SHIM SPACE WOOD FRAMING �\ BY OTHERS if 6 `vNJCiO SCPFW f INTERIOR 1 1/2" -, MiN. � MeEDMENT I sl -Nr , P 3/8" MIN _ EXTERIOR ._ S .. _ ------ JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION INSTALL TWO ANCHORS THROUGH J HOOK INTO WOOD SUBSTRATE SIGNED: 0712712021 MI lOWSMKET &R DGORREETL�, �IILIjjlf 650 `' 'f� GRATZ, PA 1 7030-0370 SERIES 1620 SINGLE HUNG 'WINDOW REINFORCED NON -IMPACT 52" X 63" � FIN WITH J CHANNEL INSTALLATION DETAILS ?AT OF • �' DRAWN: D J�, ^!C. it E`✓ flld44s �S OR110 A.R. 08 03751 -Y V �{A TONAL cn-E NTS ° TE 07/26/2021 '"`rT9 OF 13 L. ROBERTO LOMAS P. E Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 FL NO.: 62514 434-688-0609 rllomascdMomaspe. cam REMSiONS A P P RSVF D SEAL-AN7 BEHIND EIN #6 SMS OR SELF DRILLING SCREW 3/8" MIN EDGE DISTANCE G EXTERIOR INTERIOR 3 8" V 1 N 0 A N CI S FI Il UNG ISCIRL N xx VERTICAL CROSS SECTION RI`-iTR__EfL APOVFI� _MIFTAL RU )RE INSTALLATION S , FAt AN I3D-I,Nll IN NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BYOTHEPS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 METAL STRUCTUR­ PY 0—FRS 1 /4" MAX, SHIM SPACE 4 MAX SH11M SPAC.E ,/ETAL �SIR _'Jl,'E,RE cy 1' /4" MAX SHIM SPACE METAL STRUCTURE BY OTHERS #6 SNAS AIR SE DRILI rNG SCREW z2'PPO V-i S - ,ALFN, EE-IN'D _DG JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION INSTALL TWO ANCHORS THROUGH J HOOK INTO METAL SUBSTRATE MI WINDOWS & DOORS, LLC. 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 1620 SINGLE HUNG WINDOW REINFORCED NON -IMPACT 52" X 63" FIN WITH J CHANNEL INSTALLATION DETAILS 2RAWN A. R. 08-03751 SC -'LE NTS 1"' 07/26/2021 ET,S OF 13 L. ROBERTO LOMAS P. E 1432 WOODFORD RD LEWISVILLE, NO 2.023 434-688-0609 r1lomasginlomaspecom SIGNED: 0712712021 \x\%jttIH/jj// 41 N 0 TAT i'laF 1;*0... NAL Luis R. Lomas P.E. FL Na.: 62514 ApRROl E'D SEALANT DE..ND FIN 6 WOOD SCREW 3/6" M;N —.DG_ DISTANCE E OW 1 EXTERIOR i � ') INTERIOR M II I sl 1/2" MIN Ar Pf" lL D _ EMBEDMENT SEALANT NINI, F!N VERTICAL __CROSS _SECTION _FRAMING WOOD OR 2-X BUCK INSTALLATION NOTES: t. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 ,NOCiD -RA.WNV Bv HER _ 1/4' MAX. SHIM SPACE '/4" VAX to RRiMINT By OTHIFIRS, REVIS#ONS DESCRIPTION DATE APPROVED 1 /4" My X SHIM SPACE WOOD FRAMING BY OTHERS i Al #6 WOOD SCREW INTERIOR 1 1 /2" ( UJ EMBEDMENT jC"i rPROvF D_.. % �n - --- A T rNS F C 7 -- i —_ 3 3' Mlti EXTERIOR ESCE RN E JAMB- INSTALLATION DETAIL V✓OOD FRAMING OR 2X BUCK INSTALLATION INSTALL TWO ANCHORS THROUGH J HOOK INTO WOOD SUBSTRATE SIGNED: 0712712021 M) WINDOWS &R ndORREET�C.Rit)fLl2XYXf 6 WESTMKET GRATZ, PA 17030-0370w*•i$'. SERIES 1620 SINGLE HUNG WINDOW REINFORCED NON—IMPACT 52" X 63" FIN INSTALLATION DETAILS #�6 AATErOF_;'�L CRAWN we No Re _4 037511 — AAR` f�xij70MALSE NTS AT`- 07/26/202106 OF 13 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NO 27023 Luis R. Lomas P.E. FL NO.: 62514 434-688-0609 rlfomasC&lrlomaspe.com ACPROVE j ti B HJND T,N #6 S;US OR SELF DRILLING SCREW 3/D' WN EDGE D'I'STANCE EXTERIOR �i 1, �� INTERIOR - -- S7 L� _ c / 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 ,0MS REV ?ESCR f'�N ."Jk'_. .F. c0`✓FC. rj,_ AIL S? BY OTF`RS 1/4" MAX_ SHIM SPACE ----! 1 /a" MAX SHIM SPACE METAL STRG'CiURE BY OTHERS #6 SMS OF SELF D'R? LINC SCREN, AP ROVL D SIALA NJ- B'HiNC IN 3 / 8' M I N EXTERIOR EDGE DISTANCE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION INSTALL TWO ANCHORS THROUGH J HOOK INTO METAL SUBSTRATE VAX t -AL SIGNED: 0712712021 Py C CEPS MI WINDOWS & DOORS, PLC. 650 WEST MARKET STREET ` \ . 9 GRATZ, PA 17030-0370 SERIES 1620 SINGLE HUNG WINDOW REINFORCED 4** 0 NON —IMPACT X L FIN fNSTALLATION ON DETAILS tiRAvdN'. Lu.., rt:E'✓ i. s /Q CORaESi v`b. A Rf ONAL �,flj j/1111110 NTS ''`'" 07/26/202108 503751 OF 13 L. ROBERTO LOMAS RE Luis R. Lomas P.E. 1432 WOODFORD RD LEWIS VILLE, NC 27023 FL No.: 62514 434-688-0609 r0omas@14omasUe. com D 7r- 3 13/16" 7 11 0 HEAD/JAMB FIN INSTALLATION EXTRUDED PVC (V-1007) �-- 3 3/16" �J iL .i 3/1 6" 'AMC' HEAD/JAMB FIN INSTALLATION WITH J-CHANNEL EXTRUDED PVC (V-1006) i II 1 2 3/16' MEETING RAIL EXTRUDED PVC (V-1016) 'I /R" STILES REINFORCEMENT ALUMINUM 6063-T5 (M-2266) 3 1--- } _j A 3 5,8„ I I_ SILL FIN INSTALLATION EXTRUDED PVC (V-1012) 3 1/4" - - D E_ I� Io Ji 3 5/8„ j SILL FIN INSTALLATION r WITH J-CHANNEL EXTRUDED PVC (V-1011) _BOTTOM SASH/TOPRAIL EXTRUDED PVC (V-675) hr 3/D" + y'�rn `III -- — MEETING RAIL REINFORCEMENT ALUMINUM 6063-T5 (M-2343) 3 3/16/16" ID � i rprE2 5/16" HEAD/JAMB FINLESS 2 1 BOTTOM SASH/STILE EXTRUDED PVC (V-670) 16 LOCK RAIL REINFORCEMENT ALUMINUM 6063-T5 (M-2115) EXTRUDED PVC (V-1008) HEAD/JAMB WITH FLANGE_ EXTRUDED PVC (VE-000025) REVISIONS REV I DESCRIPTION I DATE I APPROVED 1 3 1 /4" 1 2 1/8" SILL FINLESS EXTRUDED PVC (V-1013) 3 1/d" IDIi �Rjt � 2 5/8„ --r f ° F��� °� c SILL WITH FLANGE EXTRUDED PVC (VE-000021) :F i r a l.. 3j16" r BOTTOM SASH/BOTTOM RAIL _GLAZING BEAD EXTRUDED PVC (V-672) RIGID PVC (V-676) MI WINDOWS & DOORS, LLC. 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 1620 SINGLE HUNG WINDOW REINFORCED NON -IMPACT 52" X 63" COMPONENTS DRAWN. DWG NW. REv A.R. 08-03757 - 77 NTS °ATL 07/26/2021 1SHEET 13 OF 13 L, ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NO 27023 434-688-0609 diomasgIrlomaspe.com SIGNED: 0712712021 Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online https://www.floridabuilding.org/pr/pi,app_dtl.aspx"param--wGEV.. BCIS Home Log In I User Registration Hot Topics Submit Surcharge 1 Stats&Facts Publications Contact Us BCIS Site Map Links Search Product Approval r a USER: Public User Product Appmvw M-nu > Product or ApplicaUon Search > Application List > Application Detail FL # FL21637-R13 Application Type Editorial Change 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 MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 (717) 365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Fenestration and Glazing Industry Alliance (formerly AAMA) Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA 506 2016 AAMA/WDMA/CSA 101/1.S.2/A440 2011 AAMA/WDMA/CSA 101/l.S.2/A440 2017 Equivalence of Product Standards Certified By Product Approval Method Method I Option A Date Submitted Date Validated 02/28/2023 02/28/2023 I of 4 8/22/2023, 3:06 PM Florida Building Code Online hops.//www.floridabui Iding.org/pr/pr _app_dtl.aspx?paranrwGEV... Date Pending FBC Approval Date Approved 03/03/2023 Summary of Products FL # Model, Number or Description Name 21637A 1620 SH 37 x 7CI,,, lated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21637 R_13 C CAC A_PC_(16572) 1620 S-it_1032427).Pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/24/2027 Design Pressure: +50/-67 Installation Instructions Other: LC-PG50 FL21637 R13 Il 08S-03159B.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL21637 R;1,3 AE._51407£C,p1f Created by Independent Third Party: Yes 21637.2 1620 SH 48 x 96 Insulated Glass Limits of Use —-- — Certification Agency Certificate -- Approved for use in HVHZ: No FL21637 R13 C CAC APC_(16574) 1620 SH_-(032427).pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No ( 03/24/2027 Design Pressure: +35/-45 Installation Instructions Other: LC-PG35 FL21637 R1,3 II 08-03160A pelf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports Fi-21637 R13 AF_-514079A,pdf Created by Independent Third Party: Yes 21637.3 1620 SH 48 x 84 Fin Frame Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21637R;13 C: ( ACM APC( 16015)C _ 516.03 1.09 47 _R0 162.01 Approved for use outside HVHZ: Yes SH,_(101426),pdf Impact Resistant: No FL21637,Rz3 C CAC APC(1(30`i4)G1519.0-109-47-RO 1620 Design Pressure: +45/-45 Slf,_(_101426),pdf Other: LC-PG50 Fin, LC-PG45 Quality Assurance Contract Expiration Date Finless/Flange 10/14/2026 Installation Instructions FL21637 R13 II 08-02998C,odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports F1.7.1637 R1,3 AF 5(3861._C,pof Created by Independent Third Party: Yes 21637.4 1620 SH 52 x 75 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21637 R13 C CAC APC(1,E:016 and 16055).pdf l Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/14/2026 Design Pressure: +50/-50 Installation Instructions Other: LC-PG50 FL21637­R13 II 08-02999C,pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL21637 R13 AF.523862C.-pdf Created by Independent Third Party: Yes i 21637.5 1620 SH 48x84 Fin, Flange, Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21637 R1' C CAC APC(28875)K7840,0-109-47. 16205_H-(030625).pdF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/06/2025 Design Pressure: +50/-50 Installation Instructions Other: LC-PG50 FL21637 R13 II Q£-03734x2 pdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL21637 R1,3 AC 51.4882.pdf Created by Independent Third Party: Yes 21637.6 1620 SH 52x63 Fin, Flange, Finless Frame - 2 of 4 8/22/2023, 3:06 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl. aspx?param--wGEV... Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Impact Resistant: No Design Pressure: +50/-63 Other: LC-PG50 21637.7 1620 SH Impact Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-63 Other: LC-PG50, Missile Level D, Wind Zone 3. Glass to be bedded in Pecora 896 sealant. Certification Agency Certificate FL21637 -RI,3,_,C--.CAC. ,.APC(18894)19-1.9,02-106-12-RO--1620 SH(03191215).pdf Quality Assurance Contract Expiration Date 03/19/2025 Installation Instructions FL2_1637 R1.3 11,08-03751,pof Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports F1216371 R13 AE111514904,pdf Created by Independent Third Party: Yes 52x63 Fin, Flange, Finless Frame Certification Agency Certificate F,L21637-,RI,3....,C....CAS .,..,APC(18896)1919.102-106-,1,2-RO 1620 SH(031925),pcif Quality Assurance Contract Expiration Date 03/19/2025 Installation Instructions FL21,63 7 R I 3.....11.....08-0.370..3,x..2.,pclf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports F1,21.637 R13 AE 51.4845.pdf Created by Independent Third Party: Yes 21637.8 11620 SH Impact 152 x 75 Insulated Laminated Glass Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Impact Resistant: Yes Design Pressure: +50/-50 Other: LC-PG50, Missile Level D, Wind Zone 3. Glass consisted of 1/8" annealed exterior - spacer - 3/32" annealed / 0.090 PVB / 3/32" annealed. Glass was bedded in Pecora 896 silicone. 21637.9 1 1620 SH Impact Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-70 Other: LC-PG50, Missile Level D, Wind Zone 3, glass was bedded in Pecora 896 silicone. Certification Agency Certificate FL21637 R13 C CAC . APC (16230) 1620 SH (122726).pdf Quality Assurance Contract Expiration Date 12/27/2026 Installation Instructions FIL-2163-17--R1,3--11--08-0,3042B"pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL21637 R1.3AE_,513921B,pdf Created by Independent Third Party: Yes 38 x 75 Fin and Finless Frame, Insulated, Laminated Glass. Certification Agency Certificate FL21637R13 C CACMI Windm&­,, - 1620 SH (Fin Finless) (9.a) Impact Feb. 2023,(ext.5) 181,43,pdf Quality Assurance Contract Expiration Date 05/15/2028 Installation Instructions FI-21637 R1,31108--03454Bpd1 Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports F L2 1637 - R11131111 AE 51.44167B.1pcif Created by Independent Third Party: Yes 21637,10 1620 SH Impact 48x84 Fin, Flange, Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ- No FL21637 R13 C,-,('-ACAPC(19135),LI782,02-109-47-RO,1620 Approved for use outside HVHZ: Yes Sll,(071025),pdf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-50 07/10/2025 Other: LC-PG50. Glazing bedded in Pecora Installation Instructions 896 silicone FL21637_R13,I1 08-03668A.pdf 1 Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL21637 R1.3 AE.514785A,pof -Created by Independent Third Party: Yes [Bacc] lNe x tl Contact Us :: 2601, Blair Stone Road,_ Tallahassee FL 32399 Phone. ,850-487-1824 The State of Florida is an AA/EEO employer. Copyright 20072Q13, Stato,pfRarida, :: Privacy 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 3 of 4 8/22/2023, 3:06 PM Florida Building Code Online https://'www.floridabLiilding.org/pr/pr app_dtLaspx?param--wGEV.. 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, ES., please click befe- Product Approval Accepts: M a W R Is 4of4 8/22/2023, 3:06 PM