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HomeMy WebLinkAbout19-21753 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 21753 BUILDING PERMIT is �.� -- - %, _ y{PERMIT INFORMATION LOCATIONINFORMATION Permit Number: 21753 Address: 38231 4TH AVE Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): . Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est.Value: Parcel Number: 11-26-21-0010-16400-0160 Improv. Cost: 8,295.00 r OWNER`1NFORMATION Date Issued: 9/24/2019 Name: SCAGLIONE, JACK Total Fees: 127.50 Address: 6720 MAYBOLE PL Amount Paid: 127.50 TEMPLE TERRACE, FL 33617 Date Paid: 9/24/2019 Phone: 813-504-1647 Work Desc: 19 WINDOW REPLACEMENT S/S :..CONTRACTORS :' ` ;APPLICATI'ON`FEES LIPTON WINDOW & DOOR BUILDING FEE 127.50 Ins ections Re uir FOOTER 2ND ROUGH PLUMB MISC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. 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 such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe 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, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications 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. &-, 641�& ONfRAC OR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permittin Owner's Name ................ .... ............ ' I 1 '3 e___ wner Phone Number 1 0 z/Z Owner's Addressl 4720 Owne one Number FL ?%17 Owner Phone Number r JOB ADDRESS 3 F,;I I Ll LOT# SUBDIVISION PARCEL ID# 2 00/1) 4A D 16 D (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR R ADD/ALT SIGN DEMOLISH e INSTALL REPAIR PROPOSED USE Q SFR Q COMM OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME STEEL Q _J DESCRIPTION OF WORK r-A-4krA ^A ftl--) -�m r 6 '-7_(? BUILDING SIZE SO FOOTAGE HEIGHT 14411 I 111,144- BUILDING 17D VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL AMP SERVICE 0 DUKE ENERGY W.R.E.C. =PLUMBING 1$ =MECHANICAL VALUATION OF MECHANICAL INSTALLATION =GAS 0 ROOFING F__1 SPECIALTY = OTHER IGOFINISHED FLOOR ELEVATIONS FLOOD ZONE AREA AYESS NO & .......... �64 6 HHHHHHHHHHHHH HHHHH! ?022 HAHHHHHH!HH++ BUILDER p p 7 COMPANY SIGNATURE . REGISTERED Y/ N FEE CURREN Address hv-. 0 3 License# Fe-_ic 125 S ELECTRICIAN COMPANY SIGNATURE REGISTERED LU N_J FEE CURREN Address License PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN LYLN J Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN LILN_j Address License# I I RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new-construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/tilt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. ..... ........ Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (AIC upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING: .(topy'6f contract required) Reroofs if shingles Sewers ,'Se'Nlc6 Upgrades A/C -Fences(Plot/Survey/Footage) Driveways-Not over.Counter if on publi6roadways..needs ROW 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 I, 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 permit 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, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency-Asbestos abatement. Federal Aviation Authority-Runways.. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone W" unless expressly permitted. If the fill material -is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I 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 COMMENCEMENT MAY RESULT IN YOUR _PAYING=TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTO Subscribed and sworn to(or affirmed)before me this Subscribed a a rn to or a ed)before me this by b-/V�/`S by Who is/are personally known to me or has/have produced Who is/are personally known to me or has/have produced as identification. as identification. Notary Public Notary Public Commission No. Commission No. Name of Notary typed,printed or stamped Name of otary tyded,printed or§fA( GG 346275 i ,:• s June 18,2023 Bonded 14ru Troy Fain Insurance 800-385.70t9 Plan Review Windows & Doors .1.). Need.',niandfacturing installation specifications 2) Must meet sections 11308 and R612 of the.201.7 F.B.C. 3) If.windows are to be installed inside the historical district,.they will need to be approved by'the.historical:committee. 4) No other work shall-be permitted (framing, plumbing;'and.rriechanical) unless otherwise . . specified-: 5:) This is for replacement (glass for glass) only. ff you wish to eha.nge from screen or vinyl: wi.ndowsto glass,then additional information is required. 6.) All windows to wall connections shall be.left visible for inspection'. 7) -All labeling and stickers:shall.remain.:on windows until final'.inspection: 8:). :No work-shall start without permit first:. iptuii vvmuuw anu uoor WINDOW Ui h+IUE-`127-372-2455 438 Merchant Ave#103 >' ' .,`.. =; 1 FAX-813-435-5360 )dessa,FL.33556 ' ''''+ `4 ` LIC#CBC1268461 1 AcK 1 u-.-? Customer Name Hcme Phone VVork CCU �$�.31 t-til•i (�� Zl✓�k�c�t,'3�..1-t-�i.<� �(.... `y3�t-•l.� instaf:Address City State Zip email BiNryg Address ifc;ffereni: k�� �JE-+�rCv5,-1L���1i C) AOL •CXDM, Section A-Description of Work to be Performed: I S s VDjc-1ER�-1-,> Ms:: $ Q : wro Qcx.vS "ib LCO= low•-x AG6 l.� ` aoQ blk I UP rwv {'mot' 1VQ_ ttitOia (LLLZr�r =S D(79'SZs=`-� y "Jor ZL vA t7G OF• DGt7i2-6 Ali! C:v '11i"- ustyOJ+<� l�C:.1-s�?Ufi�L ,. '�N •trl._ �+-�,i 1-�.-. LS�C..t.1� �t'7 f� `�'/+ry �L i Section B-Additional Work Customer agrees to the terms of payment as follows: No additional work will be performed unless specified here. Total List Price(all above) Additional Work(Section B) �u Permit&•bispdsal F.ee:.$ , $220.00 c Total.amount S saciezv C- (,004 Custom Order Deposit 50% y LAOCD V Balance to be paid to Installer on completion L-i ag Any balance over 10 days will be subfect to a finance charge of 1-1%%per month,which is an annual percentage rate of 18% NOTICE IQ CUSTOMER-CANCELLA I N RIGHTS YOU MAY CANCEL THIS CONTRACT AT ANY TIME BEFORE MIDNIGHT OF THE THIRD BUSINESS DAY AFTER RECEIVING A COPY OF THIS CONTRACT.IF YOU WISH TO CANCEL THIS CONTRACT,YOU MUST EITHER: 1. SEND A SIGNED AND DATED WRITTEN NOTICE OF CANCELLATION BY REGISTERED OR CERTIFIED MAIL, RETURN RECEIPT REQUESTED; OR 2. PERSONALLY DELIVER A SIGNED AND DATED WRITTEN NOTICE OF CANCELLATION TO: Lipton Window and Door 2438 Merchant Ave#103 - Odessa,FL.33556 If you cancel this contract within the three-day period as stated above,you are entitled to a full refund of your deposit money.Refunds will be made within ten(10)business daysof the company's receipt of the cancellation notice. Additional Terms:The Company plans to provide labor and materials to complete the above work for the amount shown,AND IN ACCORDANCE WITH AND SUBJECT TO THE ADDITIONAL TERMS,CONDITIONS AND EXCLUSIONS ON THE OTHER SIDE OF THIS CONTRACT,which are incorporated in full herein. NOTICE TO OWNEW' o not sign this contract if blank.Youare entitled to a e6p}of{he'contmct at the time you sign. Sales Representative Date - ©4ner J� Date While Copy-Original Yellow Cop"y-Customer Pink Copy-Office 19138936 OR BK 9957 PG 274 Page 1 of 1 INSTR#20 2081963 Rec:10.()0 DS:0.00ro i 0.00 08116/2019 08.43 AM Rcpt: Nikki Alvarez-Sowies,Esq.,Pasco County Clerk&Comp er Permit Number _ Parcel ID Number NOTICE OF COMMENCEMENT State of Florida County of Pinellas THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property,and in accordance with Section 713.13 of the Florida Statutes,the following Information is provided in this NOTICE OF COMMENCEMENT. 1.Description of property(legaldescrfpffon): r_ dtr Z!gC;A S.tiri.'" 's •4, rry6,$4 Lc-x—S, 1 12 a)Street Vab)Address: '3S.'n I. LtI6 A-\cs Z Plt�',� 24 LAB _ 2.13eneral description of improvements: 3,Owner Information or Lessee information if the Lessee contracted for the improvement: a)Name and address: iAQ< SGAi,s' LIONS G7;;t0 MAY eQIr,:: t7L RZ-J-XLC- -tr4P-.k(;(- F=L. 33bt7 b)Name and address of fee simple titleholder(if different than Owner listed above) c)Interest in property'. Cw AjL--C 4.Contractor information a)Name and address: LIPTON WINDOW AND DOOR,2438 MERCHANT AVE 9103,OOESSA FL 33556 b)Telephone No.: 727-372-2456 Fax No.:(optional) 5.Surety(if applicable,a copy of the payment bond is attached) - a)Name and address: b)Telephone No.: c)Amount of Bond: ; 6.Lender a)Name and address: b)Telephone No.: _ 7,Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes: a)Name and address: b)Telephone No.: Fax No.:(optional) _ ka.ln addition to himself or herself,Owner designates of to receive a copy of the Lienoes Notice as provided In Section 713.13(1)(b),Florida Statutes. b)Phone Number of Person or entity designated by Owner: S.Expiration date of notice of commencement(the expiration date may not be before the complat(on of construction and final payment to the contractor,but will be 1 year from the date of recording unless a different date is specified): 20 WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION 713.13,FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY,A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON t THE JOB SITE BEFORE THE Ft T INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COM £N WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. _ 1 Under aI ry,I clan at I have read the foregoing notice of commencement and that the facts stated therein arelic.) the best of my knc edg nd b lef. I o ne Ownee3 or Lessees(Authorized OMeert0irectodPa edManager) (Pri Name and Provide Signatory's Title T egoing strumen was edged before me this i t day of { 4 f,t. f l 4T ,20 tC� b as (typo of authodiy,e.g.otrtcer,lntsEee,attorney in fact) as a f. (Name of Porsonj (type of authodty....e.g.oe)t:er,trustee,attorney in fact) for _ (name of party on behalf of whom instrument was executed). P onalty wn Produced ID ❑ y �� T Notary Signature Print name JAMES KIrVt?I HOVtiELL MY COMMISSION# 143C0 - EXPIRES,August:31,.2019- --- - pwrwattoNrlServ,ce cr7m - - Mori xrae/53 i i i STATE OF FLORIDA,COUNTY OF PASCO THIS IS TO CERT[FY i HAT THE FOREGOING IS A '"' , j TRUE AND CORRECT COPY OF THE DOCUMENT , ON FILE OR OF PUBLIC RECORD IN THIS OFFICE s WITNESS MY NAND AND OFFICIAL SEAL THIS d. 2L __-- --DAY OF CLER COMPTROL ER DEPUTY CLERK 1 �' tea® 0 11F, S Fi -h X.7 S rq 1A BCIS Home I Log In i User Registration Hot Topics Submit Surcharge I stats&Facts ; Publications Contact Us BCIS Site Map ! Links i Search b�Iprida omvik i Product Approval USER:Public User fwii`t>! ;r,a Product Approval Menu>Product or Application Search>Application List>Application Detail ® i>f. FL# FL21637-R4 Application Type Revision Code Version 2017 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 i bsitlinger@miwd.com p,-•, 'I AUG 1 PLAA Authorized Signature Brent Sitlinger dam; tZ A , ILLS bsitlinger@miwd.com .ff��t Technical Representative Address/Phone/Email a '�Y{t {�jt!DA FJU'L[)'N j""'r"PF?EVAlc'N Quality Assurance Representative Hr C� ECrR/C CODe Address/Phone/Email ��'� N�E� ®�ZEP��f�W�C1� Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE �'- Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA 506 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2011 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 07/14/2019 Date Validated 07/14/2019 Date Pending FBC Approval Date Approved 07/17/2019 Summary of Products FL# Model, Number or Name Description 1620 SH 48 x 84 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21637 R4 C CAC APC 16015.pd Approved for use outside HVHZ:Yes FL21637 R4..0 CAC APC 160S4.pd Impact Resistant:I N9_A Quality Assurance Contract Expiration Date Design Pressure:V +45/=45 10/14/2021 Other: LC-PGSO Fin,LC-Pd45 Finless/Flange Installation Instructions FL21637 R4.Tj 08-02998AI.pd- Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL21637 R4 AE 513861AI.pff Created by Independent Third Party: Yes 21637.2 1620 SH 52 x 75 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21637 R4 C CAC APC 16016.pAf Approved for use outside HVHZ:Yes FL21637 R4 C CAC APC 16055.p f Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 10/14/2021 Other: LC-PG50 Installation Instructions FL21637 R4 11 08-02999A2,pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL21637 R4 AE 513862A2.p Created by Independent Third Party: Yes 21637.3 11620 SH 37 x 72 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21637 R4 C CAC APC 16572spAf Approved for use'ou'iside HVkZ6-Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/24/2022 Design Pressure: +50/-67 Installation Instructions Other: LC-PG50 FL21637 R4 11 08-03042A3.pd Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL21637 R4 AE 513921A3.pd Created by Independent Third Party: Yes 21637.4 1620 SH 48 x 96 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21637 R4 C CAC APC 165749pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/24/2022 Design Pressure, +35/-45 Installation Instructions Other:LC-PG35 FL21637 R4 11 08-03160.p�df Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL21637 R4 AE 514079.pd Created by Independent Third Party: Yes 21637.5 11620 SH Impact 38 x 75 Fin and Finless Frame, Insulated, Laminated Glass. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21637 R4 C CAC APC(18143)L820.05-106-12-RI 1620 Approved for use outside HVHZ:Yes all(051523),pdf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-70 05/15/2023 Other: LC-PG50, Missile Level D, Wind Zone 3,glass was Installation Instructions bedded in Pecora 896 silicone. FL21637 R4, 11 08703454.pd Verified By: Luis R. Lomas,PE PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL21637 R4 AE 514467.pd Created by Independent Third Party:Yes ....................... 121637.6 j 1620 SH Impact 52 x 75 Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21637.R4,C CAC,APC 16230.p�df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date REVISIONS REV DESCRIPTION DATE • APPROVED A REVISED ANCHORS 02/27/18 R.L. NOTES: 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO 2. WOOD FRAMING AND MASOONNYYUILDING CODE.OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY REQUIREMENTS OF THE FLORIDASUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2" 3. 1 X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE DETAILS. ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #8 SMS OR SELF DRILLING INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18. ALL FASTENERS TO BE CORROSION RESISTANT. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. THE ARCHITECT OR ENGINEER OF RECORD. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS ALUMINUM 6063—T5 FU=30KSI .048" THICK MINIMUM PROVIDED. 20.GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR IN SHEET 2. GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR 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. SIGNED:0212712018 MI W I�NDOWSWESTM RKET DOORREET LC .�`�J�55R 11Lo:���i'% GRATZ, PA 17030-0370 `�••��GENq SERIES 1 620 SH REINFORCED *• 0 NON—IMPACT 47 1/2" X 83 1/2" NOTES �0, TAT OF ey` TABLE OF CONTENTS DRAWN: Dwc N0. REV •F(OR10P>:� � SHEET NO. NOTES DESCRIPTION R.L SCALE NTS DATE 11/30/16 08 SHEET0298 OF 11 A SjpNA`1 %G�`\` 2 — 3 ELEVATIONS L.ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE.NC 27023 Luis R. Lomas P.E. 4 —11 INSTALLATION DETAILS 434-666-0609 rllomas@Irlomaspecom FL No.: 62514 REVISIONS REV DESCRIPTION DATE APPROVED A I REVISED ANCHORS 02/27/18 R.L. 47 1/2" FRAME WIDTH 47 1/2" FRAME WIDTH 4" MAX 4" MAX 12" MAX 12" MAX O.C. O / O.C. O / 1 // // Chart Number of anchor locations required Frame Frame Width(In) Height 18.00 24.00 30.00 36.00 42.00 47.50 83 1/2" 83 1/2" (in) Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb FRAME FRAME 24.00 2 3 3 3 3 3 4 3 4 3 5 3 HEIGHT HEIGHT 30.00 2 3 3 3 3 3 4 3 4 3 5 3 36.00 2 4 3 4 3 4 4 4 4 4 5 4 4200 2 4 3 4 3 4 4 4 4 4 5 4 48.00 2 5 3 5 3 5 4 5 4 5 5 5 54.00 2 5 3 5 3 5 4 5 4 5 5 5 60.00 2 6 3 6 3 6 4 6 4 6 5 6 66.00 2 6 3 6 3 6 4 6 4 6 5 6 Q / / 7200 1 2 7 3 7 3 7 4 7 4 7 5 7 IL JI 78.00 2 7 3 7 3 7 4 7 4 7 5 7 83.50 2 8 3 8 3 8 4 6 4 8 5 8 4" MAX 4" MAX 1620 SH REINFORCED 1620 SH REINFORCED RECTANGULAR FOR NUMBER DESIGNER FOR NUMBER EXTERIOR VIEW OF ANCHORS EXTERIOR VIEW OF ANCHORS REQUIRED REQUIRED FINLESS&FLANGE INSTALLATION SEE CHART #1 FINLESS&FLANGE INSTALLATION SEE CHART #1 DESIGN PRESSURE RATING IMPACT RATING ±45.OPSF NONE SIGNED:0212712018 471/2"X83 112"UNIT SHOWN.OTHER SIZES FRAMEAREADOESNOTEXCEE02754V AS LONG AS MI WINDOWS STMARKDOORET REETLC F. ----/047/��i/ GRATZ, PA 17030-0370 `v••��GENSF NOTES: 1. MAXIMUM SASH SIZE.44314"X419116" SERIES 1620 SH REINFORCED =*4. 1"TAyiT0,.6�2. MAXIMUM D.L.0.:423/4'X38" NON—IMPACT 47 1/2" X 83 1/2" (,FINLESS & FLANGE ELEVATIONS �o HARDWARE SCHEDULE A. (2)RECESSED CAM LOCK 6 7/8"FROM STILES AT SASH INTERIOR MEETING RAIL DRAWN: DWC N0. REV . --—--,G��`� B. (2)METAL PIVOT BAR IN CORNERS OF STILES AND BOTTOM RAIL R.L. 08-02998 A /i/s/0NAL"�\\\ C. (2)SURFACE MOUNTED TILT LATCH AT CORNERS OF STILES AND INTERIOR MEETING RAIL SCALE NTS DATE 1 1/30/16 SHEET 2 OF 11 ��/111.111110 D.ALUMINUM REINFORCEMENT(M-2343)AT FIXED MEETING RAIL L.ROBERTO LOMAS P.E. E.ALUMINUM REINFORCEMENT(M-2115)AT LOCK RAIL 1432 WOODFORD RD LEWISVILLE,NC27023 Luis R. Lomas P.E. .. ALUMINUM REINFORCEMENT(M-2266)AT STILES 434-688-0609 rllomasCaldemaspe.com FL No;; 62514 REVISIONS REV DESCRIPTION DATE APPROVED A REVISED ANCHORS 02/27/18 R.L. 47 1/2" FRAME WIDTH 47 1/2" FRAME WIDTH 3" MAX H I 8 0 CAX 3" MAX 3" MAX 8 O.C.MAX 3 MAX 3 MAX 3" MAX O 8" MAX 8" MAX AX O.C.0.0 /// T_ 83 1/2" 83 1/2" Chart#2 FRAME FRAME HEIGHT HEIGHT Number of anchor locations required Frame Frame Width(in) Height 18.00 24.00 30.00 1 36.00 1 42A0 47.50 (in) H&S Jamb H&S Jamb H&S Jamb H&S Jamb H&S Jamb H8S Jamb 24.00 3 4 4 4 4 4 5 4 6 4 7 4 30.00 3 4 4 4 4 4 5 4 6 4/ 7 4 36.00 3 5 4 5 4 5 5 5 6 5 7 5 4200 3 6 4 6 4 6 5 6 6 6 7 6 48.00 3 7 4 7 4 7 5 7 6 7 7 7 �( 54.00 3 7 4 7 4 7 5 7 6 7 7 7 60.00 3 8 4 8 4 8 5 8 6 8 7 8 66.00 3 9 1 4 1 9 4 9 5 9 6 9 7 9 3" MAX 3' MA� 7200 3 10 4 10 4 10 5 t0 6 10 7 10 78.00 3 10 4 10 4 10 5 10 6 10 7 10 8J.50 3 11 4 11 4 1 11 5 11 6 11 7 1 11 1620 SH REINFORCED 1620 SH REINFORCED RECTANGULAR FOR NUMBER DESIGNER FOR NUMBER EXTERIOR VIEW OF ANCHORS EXTERIOR VIEW OF ANCHORS FIN INSTALLATION REQUIRED FIN INSTALLATION REQUIRED SEE CHART #2 SEE CHART #2 DESIGN PRESSURE RATING IMPACT RATING ±50.OPSF NONE SIGNED:02/27/2018 471/2"X 83 FRAME AREA DOES NOR EXCEED 2Z54SIZES V AS LONG AS MI s oNDOWS WESTM RKDOORREET LC \ S 1R.ILD�/?�, ET ST NOTES: GRATZ, PA 17030-0370 `v�•��GENS�9(p��� 1. MAXIMUM SASH SIZE:443i4"X419n6" SERIES 1620 SH REINFORCED —*• 0 5 *= 2. MAXIMUM D.L.0.:423/4'X38" NON—IMPACT 47 1/2" X 83 1/2" �,�„//�� ey�` EE FIN ELEVATIONS ��0• TAT OF e�� HARDWARE SCHEDULE O� A. (2)RECESSED CAM LOCK 6 7/8"FROM STILES AT SASH INTERIOR MEETING RAIL DRAWN: DWG NO. REV _�jFs B. (2)METAL PIVOT BAR IN CO C. (2)SURFACE MOUNTED TILLTRNERS LATCHOAT CORNERS OF STILSTILES ANDOES AND INTERIOR MEETING RAIL RALE NTS DATE 1 1/30/16 08 SHEET ELT 38 OF 11 A �� ONA j1����`� D. ALUMINUM REINFORCEMENT(M-2343)AT FIXED MEETING RAIL L.ROBERD LOMASLEWISP.E. E. ALUMINUM REINFORCEMENT(M-21 15)AT LOCK RAIL 1432WOODFORDRDLEWISVI Luis R. Lomas P.E.LLE.NC27023 FL No.: 62514 F. ALUMINUM REINFORCEMENT(M-2266)AT STILES 434-688-0609 rllomasCOlrlomaspe.com 141 REVISIONS REV DESCRIPTION DATE APPROVED WOOD FRAMING A REVISED ANCHOR 02/27/18 R.L. OR 2X BUCK BY OTHERS BACKER ROD 4- MAX. & APPROVE SEALAND SHIM SPACET E�j 1 1/4" MIN. F 1/4" MAX, C=)53 EMBEDMENT SHIM SPACE I IN 1/2" MIN. cm HEAD TO BE SET EDGE DISTANCE IN A BED OF APPROVED SEALANT #8 WOOD E RE F—M WOOD FRAMING EXTERIOR QM INTERIOR SCREW 0 0 M E3 OR 2X BUCK EXTEfttdR BY OTHERS BACKER RD SILL TO BE SET & APPROVED SEALANT IN A BED OF APPROVED SEALANT BACKER ROD JAMB INSTALLATION DETAIL APPROVED F-I 1/4" MAX. WOOD FRAMING OR 2X BUCK INSTALLATION SEALANT SHIM SPACE WOOD FRAMING OR 2X BUCK BY OTHERS A VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED:0212712018 NOTES: MI WINDOWSLLC 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 650 WEST MARKET STREET 0 4i Y NOT SHOWN FOR CLARITY. GRATZ, PA 17030-0370 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SERIES 1620 SH REINFORCED 0 NON-IMPACT 47 1/2" X 83 1/2" 1 FINLESS INSTALLATION DETAILS STATE- 60 OF �0. DRAWN; DWG NO* REV R.I'D R.L. 08-02998 A ig -­-*1 SCALE NTS I—E 11/30/16 1-EEr 4 OF 11 L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 434-668-0609 rJlOmaS@Jrfomasp9,com FL NO..: 62514 41 REVISIONS REV DESCRIPTION DATE APPROVED A REVISED ANCHORS 02/27/18 R.L. 1/4" MAX. METAL SHIM SPACE STRUCTURE BY OTHERS �� ❑� APPROVED SEALANT 1/4" MAX. o�J SHIM SPACE D HEAD TO BE SET IN A BED OF 1/2" MIN. INTERIOR APPROVED SEALANT EDGE DISTANCE E �o #8 SMS OR �❑ £70 EXTERIOR �L�J��� SELF DRILLING E3 a Q INTERIOR DSCREWS METAL EXTERIOR , STRUCTURE BACKER ROD BY OTHERS & APPROVED SILL TO BE SET SEALANT IN A BED OF APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION BACKER ROD 0 & APPROVED SEALANT �� 1/4" MAX. SHIM SPACE METAL STRUCTURE —� BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SIGNED:02/27/2018 1.NOTES.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, MI 50 ESTP MARKDETOOSDT STREET LC \����J\`?,GENl�'t,,yii�� NOT SHOWN FOR CLARITY. `v,'�\ S�•,tf� 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE SERIES 1620 SH REINFORCED *• p 5 *= DESIGNED IN ACCORDANCE WITH ASTM E2112 NON-IMPACT 47 1/2" X 83 1/2" € y4v FINLESS INSTALLATION DETAILS299 ��p• TAT OF DRAWN: DWG NO. REV %�'°�c.S, 1pR10P GSA R.L. NTS DATE 11/30/16 08 sOEE 58 OF 11 A //'0/OIIIAl1110?\\\\ L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434.688-0609 rllomasCalrlomaspe.com REVISIONS REV DESCRIPTION DATE APPROVED CONCRETE/MASONRY A REVISED ANCHORS 02/27/18 R.L. BY OTHERS OPTIONAL 1X BUCK ° d d 1 1/4" MIN. 1/4" MAX. SEE NOTES 3 — 7 ° EMBEDMENT SHIM SPACE SHEET 1 CONCRETE/MASONRY BY OTHERS BACKER ROD 5577 1/4" MAX. & APPROVED 9 SEALANT � SHIM SPACE ° =sRMR OPTIONAL 1X BUCK SEE NOTES 3 — 7 ° HEAD TO BE SET SHEET 1 IN A BED OF INTERIOR APPROVED SEALANT ° 3/16" TAPCON EXTERIOR ��lti��� INTERIOR ° a ❑ ❑ 2" �� n O MIN. EDGE o ° DISTANCE EXTERIOR SILL TO BE SET BACKER ROD O IN A BED OF BACKER ROD & APPROVED APPROVED SEALANT & APPROVED SEALANT SEALANT _ 1/4" MAX. JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK O SHIM SPACE SEE NOTE 3 — 7 4q ❑ CONCRETE/MASONRYINSTALLATION SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, CONCRETE/MASONRY NOT SHOWN FOR CLARITY. BY OTHERS ° 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE a ° ° ° DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED:0212712018 d: MI WINDOWS & DOORS, "LLC ���«tili11J�ijf 650 WEST MARKET STREET `�\�\5 R'•-L.d�///� GRATZ, PA 17030-0370 1 •��GENS VERTICAL CROSS SECTION CONCRETE/MASONRYINSTALLATION SERIES 1620 SH REINFORCED *• D, 61 NON—IMPACT 47 1/2" X 83 1/2" — ( r FINLESS INSTALLATION DETAILS TATE OF ,•�= DRAWN: DWG NO. REV �I�,�A 4 Rt..*\c�\\ R.L. NTS DATE i t/30/16 08 sOEE 68 OF 11 - A `//UU /1NA1 1%\\\�� L ROBERTO LOMAS P.E. LUIS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434-688-0609 rllomas@Irlomaspe.com Ar REVISIONS REV DESCRIPTION DATE APPROVED WOOD FRAMING A REVISED ANCHORS 02/27/18 R.L. OR 2X BUCK BY OTHERS BACKER ROD ��u 5511 1/4" MAX. & APPROVED 21 SHIM SPACE SEALANT 1 1/4" MIN. F 1/4" MAX. o� EMBEDMENT SHIM SPACE INTERIOR HEAD TO BE SET 1/2" MIN. IN A BED OF EDGE DISTANCE APPROVED SEALANT �o Nab ys wooD EXTERIOR INTERIOR SCREW lu❑ J LLLLJJJJ WOOD FRAMING OR 2X BUCK EXTERIOR BY OTHERS BACKER ROD CUD SILL TO BE SET & APPROVED D IN A BED OF SEALANT APPROVED SEALANT BACKER ROD JAMB INSTALLATION DETAIL & APPROVED _ 1/4" MAX. WOOD FRAMING OR 2X BUCK INSTALLATION SEALANT o SHIM SPACE WOOD FRAMING -� OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED:0212712018 NOTES: 1. NTERIOR AND EXTERIOR FINISHES,BYOTHERS, MI 6 oNDOWS MARKET DOORSTREET LC �`JS RiICIo�/////� NOT SHOWN FOR CLARITY. GRATZ, PA 17030-0370 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE SERIES 1620 SH REINFORCED �'*• Oy6ptl� __ DESIGNED IN ACCORDANCE WITH ASTM E2112 NON-IMPACT 47 1/2" X 83 1/2" _FLANGE INSTALLATION DETAILS ; STATOff` DRAWN: DWG N0. REV ,� L. RAC NTS DATE 11/30/16 08 SDHEE778 OF 11 A ///ssjONAI,0�G`�\ L.ROBERTO LOMAS P.E. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 LUIS R.FL NO L 6z514 434-688-0609 rllomas@lrlomaspe.com 41 REVISIONS REV DESCRIPTION DATE APPROVED A REVISED ANCHORS 02/27/18 R.L. 1/4" MAX. METAL SHIM SPACE STRUCTURE BY OTHERS APPROVED 5577 SEALANT tl 1/4" MAX. o� SHIM SPACE HEAD TO BE SET IN A BED OF INTERIOR 1/2" MIN APPROVED SEALANT . EDGE DISTANCE N-b- APPROVED #8 SMS OREXTERIOR INTERIOR SELF DRILLINGSCREWSEXTERIOR METAL STRUCTUREBACKER ROD BY OTHERS & APPROVED SILL TO BE SET SEALANT OIN A BED OF SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION BACKER ROD & APPROVED - SEALANT ^� 1/4" MAX. �J SHIM SPACE METAL STRUCTURE BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SIGNED:02/27/2018 SET NOTES: INTERIOR AND EXTERIOR FINISHES,BYOTHERS, MI W IONDOWS WEST MARKDOORREET LC NOT SHOWN FOR CLARITY. GRATZ, PA 17030-0370 `r••��GEMS%L,gcS��± 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE SERIES 1620 SH REINFORCED = 4TAY OySl26lDESIGNED IN ACCORDANCE WITHASTME2112 NON—IMPACT 47 1/2" X 83 1/2"FLANGE INSTALLATION DETAILS E OF DRAWN: DWG N0. REV R.L.LE NTS DATE 11/30/16 OS soEET88 OF 11 A // S�ONA11�C,\`\\ L ROBERTO LOMAS P.E. LUIS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 434-688-0609 rllomasCalrlomaspe.com FL NO,: 62514 REVISIONS REV DESCRIPTION DATE APPROVED CONCRETE/MASONRY A REVISED ANCHORS 02/27/18 R.L. BY OTHERS n ° ° 4 a .. OPTIONAL 1X BUCK ° ° .' SEE NOTES 3 - 7 a ° 1 1/4" MIN. 1/4" MAX. SHEET 1 EMBEDMENT SHIM SPACE CONCRETE/MASONRY ��� BY OTHERS BACKER ROD I—I & APPROVED �a 1/4" MAX. 9 SEALANT ❑� SHIM SPACE e �¢ OPTIONAL 1 X BUCK SEE NOTES 3 - 7 HEAD TO BE SET SHEET 1 Va IN A BED OF INTERIOR APPROVED SEALANT ° "3/16 TAPCON a ° D ° Ova o e� a® �❑ EXTERIO � � � INTERIOR I? Ci ❑ ° D 2 MIN. d EDGE DISTANCE EXTERIOR BACKER ROD D SILL TO BE SET ° IN A BED OF BACKER ROD & APPROVED APPROVED SEALANT & APPROVED SEALANT SEALANT 0 0 1/4" MAX. JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK SHIM SPACE SEE NOTE 3 - 7 CONCRETE/MASONRYINSTALLATION SHEET 1 L� NOTES: 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, CONCRETE/MASONRY NOT SHOWN FOR CLARITY. BY OTHERS 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE a ° DESIGNED IN ACCORDANCE WITH ASTM E2112 °a ° a • °. ° SIGNED:0212712018 MI WINDOWS & DOORS, LLC \01111I'll/7//� 650 WEST MARKET STREET ���\\g P, ip�fi�� VERTICAL CROSS SECTION GRATZ, PA 17030-0370 v•��G E N 5�.9��i� CONCRETE/MASONRYINSTALLATION SERIES 1620 SH REINFORCED NON-IMPACT 47 1/2" X 83 1/2" ? ' FLANGE INSTALLATION DETAILS �S', STATE OF .tU DRAWN: DWG NO. REV ��'cF•�<p,R10P•�'��� SCALE NT$ DATE 11/30/16 08 s0EET98 OF 11 A NAL1��G�\\ L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434-688-0609 rllomas@hlomaspe.com REVISIONS APPROVED REV DESCRIPTION APPROVED SEALANT REVISED ANCHORS 02J27fi8 R.L. BEHIND FIN 1 1/4" MIN. A EMBEDMENT #6 WOOD WOOD SCREW FRAMING BY OTHERS 1/4" MAX. 1/4" MAX SHIM SPACE WOOD FRAMING SHIM SPACE 3/8" MIN j BY OTHERS EDGE DISTANCE �a�o� #6 WOOD J SCREW INTERIOR 1 1/4" MIN. N INEMBEDMENT 00 T_ I SEALANT 3 E2 BEHIND FIN EDGE DISTANCE 3/8" MIN EXTERIOR EEXTERIORINTERIOR APPROVED 0 JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION ED 0 1/4" MAX 0 FSHIM SPACE NOTES: 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NOT SHOWN FOR CLARITY. 3/8" MIN 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE EDGE DISTANCE DESIGNED IN ACCORDANCE WITH ASTM E2112 #6 WOOD WOOD SIGNED:0212712018 SCREW FRAMING MI WINDOWS & DOORS, LLC 1 1/4" MIN. BY OTHERS APPROVED EMBEDMENT 650 WEST MARKET STREET GRATZ, SEALANT PA 17030-0370 E •BEHIND FIN VERTICAL CROSS SECTION SERIES 1620 SH REINFORCED 0 5 WOOD FRAMING OR2X BUCK INSTALLATION NON-IMPACT 47 1/2" X 83 1/2" FIN INSTALLATION DETAILS TAT DRAWN: DWG NO. R.L. 08-029 98 0 L SCAL:NTS DATE 11/30/16 15HEET 11 OF 11 WO L.ROBERTO LOMAS P E. Luis R. Lomas P.E. 1432 ODFORDRDLEWJSVXLENCA,27023 434-688-0609 rilmas@lrto�spe.com FL No.: 62514 "Ilk BCIS Home I Log In ; User Registration Hot Topics Submit Surcharge s Stats&Facts Publications Contact Us I BCIS Site Map i Links Search j JI Product Approval EUSER:Public User dbor Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL21638-R3 Application Type Revision Code Version 2017 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 i Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 (717) 365-3300 Ext2560 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 American Architectural Manufacturers Association Validated By Steven M. Urich, PE i Validation Checklist- Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA 506 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2011 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 07/22/2019 Date Validated 07/22/2019 Date Pending FBC Approval Date Approved 07/25/2019 Summary of Products FL# Model, Number or Name Description -216 3 8-.-1, 1630 HS 72 x 53 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21638 R3-.0 CAC APC 15950.pAf Approved for use outside HVHZ:Yes FL21638 R3 C CAC APC 15951.pd Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +45/-45 09/I5/2021 Other:LC-PG50 Fin, LC-PG45 Finless/Flange Installation Instructions FL21638 R3 11 08-03000-p�df Verified By: Luis Roberto Lomas 62514 Created by independent Third Party: Yes Evaluation Reports FL21538 R3.8E 513863.pff Created by Independent Third Party: Yes 21638.2 1630 HS 72 x 63 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21638 R3-C CAC APC 15949.pllf Approved for use outside HVHZ:Yes FL21638 R3 C CAC APC 15953.pff Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +30/-35 09/15/2021 Other: LC-PG40 Fin, LC-PG30 Finless/Flange Installation Instructions FL21638 R3 II 08-03001,p_df Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL21638 R3 AE 51,3864.p-d_f Created by Independent Third Party: Yes 21638.3 1630 HS 84 x 48 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21638 R3 C CAC APC 15948tp�df Approved for use outside HVHZ:Yes FL21638 R3 C-CAC APC 15952.pAf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +45/-45 09/15/2021 Other: LC-PG50 Fin, LC-PG45 Finless/Flange Installation Instructions FL21638 R3 II 08-03002.pAf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL21638 R3 AE 513865.pdf Created by Independent Third Party:Yes 21638.4 1630 HS 72 x 72 Insulated Glass ___[ Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21638 R3.0 CAC APC 16699.p�ff Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/2S/2022 Design Pressure: +30/-30 Installation Instructions Other:LC-PG30 Fin, Finless and Flange FL21638 R3 IT 08-03145.pd Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL21538 R3 AE S14056.pd Created by Independent Third Party: Yes ........................ ........--...................... ................................ 21638.5 11630 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 R3 C CAC APC(16747)-5133-41.p-d-f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/31/2022 Design Pressure: +40/-40 Installation Instructions Other: LC-PG40 FL21638 R3 11 08-03059 513941.of Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL21638 R3-AE 513941.pd Created by Independent Third Party:Yes 21638.6 1630 HS ......................... 9b48 Fin, Flange, Finless Frame XOX Equal Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21638 R3 C CAC APC(16744)-.51394-4.pAf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date REVIS;ONS REV DESCRIPTION DATE APPROVED NOTES: 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO REQUIREMENTS OF THE FLORIDA BUILDING CODE. SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 3. iX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE INSTALLATION DETAILS. 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #8 SMS OR SELF DRILLING ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY 1 ALL FASTENERS TO BE CORROSION RESISTANT. 9. 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE, WINDOW UNITS MAY MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,OOOPSI MINIMUM. THE ARCHITECT OR ENGINEER OF RECORD. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS ALUMINUM 6063—T5 FU=30KSI .048" THICK MINIMUM PROVIDED. 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR 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, SIGNED: 1211312016 MI WEs OOLAKESIDD PDOOYR Y LAC \\\\J\S11tR L00//// FLOWER MOUND, TX 75028 i�,'v\GEHSF9(p SERIES 1630 HS REINFORCED *• o 5 k� NON—IMPACT 72"' X 53'" NOTES TAT OF 74 TABLE OF CONTENTS CRAWN: DWC N0. REV i0'�`�c•5;'cfr7Rtt1? 03000 SHEET NO. DESCRIPTION RALE DATE OS SHEET ONA't \\�\ 1 NOTES NTS 11/30/16 1 OF 10 2 ELEVATIONS L.ROBERTOLOMASP.E. LUIS R. Lomas P.E. 1432 WO ODFORD RD LEWISVILLE.NC 27023 FL No.: 62514 3 — 10 INSTALLATION DETAILS 434-688-0609 rllomas@blomaspe.wm REVISIONS REV DESCRIPTION DATE APPROVED 72•• MAX FRAME WIDTH 72" MAX FRAME WIDTH 4" MAX �� 15° MAX O.C. � 4" MAX 3•• MAX F 7 8" MAX O.C. � 3" MAX I HARDWARE SCHEDULE 4" MAX 3 MAX A (2)METAL LOCK WITH KEEPER 14'FROM TOP AND BOTTOM RAIL / T B. (2)SASH WHEELS 1 IZ FROM STILES ALONG BOTTOM RAIL C.ALUMINUM REINFORCEMENT(AE-000162)AT INTERMEDIATE JAMB D.ALL. NUM REIINF 8" ORCEMENT(M•2115)AT SASH LOCKING STILE 1 MAX O.C. f 53" 53" MAX 15" X O MAX X O FRAME MAX O.C. ..��tt�� FRAME HEIGHT HEIGHT (�� NOTES: '—V 1. MAXIMUM SASH SIZE:35518^X50' 2. MAXIMUM D.L.O.:32 1/16"X 48 114" 4" MAX 3' MAX 1 1630 SN REINFORCED 1630 SH REINFORCED EXTERIOR VIEW EXTERIOR VIEW FOR NUMBER FINLESS&FLANGE INSTALLATION OF ANCHORS FININSTALLATION FOR NUMBER REQUIRED OF ANCHORS SEE CHART 1 REQUIRED DESIGN PRESSURE RATING IMPACT RATING H DESIGN PRESSURE RATING IMPACT RATING SEE CHART #2 t45.OPSF NONE +50.01-60.OPSF NONE Chart#1 Number of anchor locations required Frame Frame Width(in) Height 36.00 4200 4&00 54.00 60.00 66.00 72.00 (in) Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb 24,00 3 3 4 3 4 3 5 3 5 3 5 3 6 3 30.00 3 3 4 3 4 3 5 3 5 3 5 3 6 3 36.00 3 3 4 3 4 3 5 3 5 3 5 3 6 3 42.00 3 4 4 4 4 4 5 4 5 4 5 4 6 4 SIGNED: 1211312016 48.00 3 4 4 4 4 4 5 4 5 4 5 4 6 4 53.00 3 a 4 4 4 4 5 4 1 5 4 5 4 . 6 4 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY \\\���$ R• L(j�////� Chart#2 FLOWER MOUND, TX 75028 .��GENs'9d,if Number of anchor locations required SERIES 1630 HS REINFORCED =*• 0 61 Frame Frame Width(in) NON—IMPACT 72" X 53" Height 3600 azoo 46.00 54.o 60.00 66.00 72.00 ELEVATIONS TAT OF (in) H&S Jamb H&S Jamb H&S Jamb H&S Jamb H&S Jamb H&S Jamb H&S JambO: ttJ. 24.00 5 A 6 4 7 4 7 4 8 4 9 4 10 4 DRAWN; DWG NO. REV FiS F(pR pP \•�\��` 36.00 5 5 6 5 7 5 7 5 8 5 9 5 10 5 SCA'E NTS DATE 11/30/16 08 -E o20 OF 10 ////s1pNA`S��`\\\ 42.00 5 6 6 6 7 6 7 6 8 6 9 6 10 6 L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 48.00 5 7 6 7 7 7 7 7 8 7 9 7 10 7 1432 WOODFORD RD LEWISVILLE,NO 27023 53.00 5 7 6 7 7 7 7 7 8 7 9 7 10 7 434-688-0609 rllomas@lrlomaspe.com FL No,: 62514 1&' MIN. REVISIONS EDGE DISTANCE REV DESCRIPTION DATE APPROVED WOOD FRAMING OR 2X BUCK BY OTHERS 1 1/4" MIN. EMBEDMENT 1 BACKER ROD �a 1/4" MAX. & APPROVED SHIM SPACE SEALANT 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE 1 INTERIOR /{8 WOOD SCREW 1/2" MIN. �� o EDGE DISTANCE ❑ EXTERIOR INTERIOR #8 WOOD �� 0� � o SCREW M OSILL TO BE SET WOOD FRAMING �� R� �j IN A BED OF OR 2X BUCK EXTERIOR u APPROVED SEALANT BY OTHERS o�BACKER ROD BACKER ROD & APPROVED a 1/4" MAX. & APPROVED SEALANT SEALANT r SHIM SPACE wooD FRAMING OR 2X BUCK JAMB INSTALLATION DETAIL BY OTHERS WOOD FRAMING OR 2X BUCK INSTALLA TION VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 1211312016 NOTES: MI FLOWER MOUND, TX WINDOWS AND DOORS LLC R. .Lo 900 LAKESIDE P 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, PARKWAY NOT SHOWN FOR CLARITY. `v�.�\G E N q .J, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE SERIES 1630 HS REINFORCED *• 0 51 *'� DESIGNED IN ACCORDANCE WITH ASTM E2112 _ - NON-IMPACT 72" X 53" FINLESS INSTALLATION DETAILS TATE OF �� DRAWN: DWC N0. REV <ORM" SALE NTS DATE 11/30/16 OS SGHE o30 OF 10 lll�?\\\\ L ROBERTO LOMAS P.E. LUIS R. Lomas P.E. 1432 WOODFORO RD LEWISVILLE.NC 27023 FL NO 62514 434-688-0609 rllomas@lrlomaspe.com 2 1/2' MIN- R......S CONCRETE/MASONRY EDGE DISTANCE —r- REV DESCRIPTIpN DATE APPROVED BY OTHERS 1 a 1/4" MIN. OPTIONAL 1X BUCK ° ° °d EMBEDMENT SEE NOTES 3 — 7 SHEET 1 —T 1 1/4" MIN. 1 f4" MAX. BACKER ROD EMBEDMENT SHIM SPACE & APPROVED 1/4" MAX. SEALANT SHIM SPACE CONCRETE/MASONRY o (� BY OTHERS o QO Il 3/16" TAPCON v Il OPTIONAL 1X BUCK a u SEE NOTES 3 — 7 SHEET 1 INTERIOR 3/16" TAPCON v o0 EXTERIOR INTERIOR o [T c c ° P 2 1/2" �� C SILL TO BE SET EDGE v ° � � 13 BACKER ROD IN A BED OF DISTANCE ° & APPROVED o� APPROVED SEALANT SEALANT o EXTERIOR OPTIONAL 1 X BUCK 1/4" MAX. SHIM SPACE SEE NOTE 3 — 7 �q o SHEET 1 1 BACKER ROD & APPROVED CONCRETE/MASONRY SEALANT BY OTHERS JAMB INSTALLATION DETAIL d dQ °. ,' a CONCRETE/MASONRY INSTALLATION d ° ° 4 ° SIGNED: 1211312016 ORS VERTICAL CROSS SECTION M) WS t'gOO�AKESIDE�PARKWAY WAY LLC \����\$l1R �lpll'11 CONCRETE/MA50NRYINSTALLATION FLOWER MOUND, TX 75028 •y��EN3�9J'�'`:- SERIES 1630 HS REINFORCED =*' � 0,.�OF NON—IMPACT 72" X 53"NOTES: FINLESS INSTALLATION DETAILS 'yU TA4� 1, INTERIOR AND EXTERIOR FINISHES,BY OTHERS,NOT SHOWN �� 2. PERIMETERAFOR CLARITY. DRAWN;NOJOINTSEALANTBYOTHERST08E R.L. pwcNp. 08-03000 / S��A G\\� DESIGNED IN ACCORDANCE WITH ASTM E2112 7j/ SCALE NT$ 10ATE 1 1 /3O f 1 6 SHEET 5 ()F 10 III 11,411' L ROBERTOLOMASRE. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434-688-0609 rllomas@lrlomaspe.com REVISIONS REV DESCRIPTION DATE APPROVED 1/2" MIN. EDGE DISTANCE WOOD FRAMING OR 2X BUCK —� BY OTHERS 1 1/4" MIN. EMBEDMENT I 1 f BACKER ROD 1/4" MAX. 1 1/4" MIN. 1/4" MAX. & APPROVED !I SHIM SPACE EMBEDMENT SHIM SPACE SEALANT [� ALJ INTERIOR D1/2" MIN. o0 EDGE DISTANCE O #8 WOOD SCREW #8 WOOD A SCREW EXTERIOR INTERIOR WOOD FRAMING E3 OR 2X BUCK EXTERIOR BY OTHERS BACKER ROD SILL TO BE SET & APPROVED IN A BED OF SEALANT APPROVED SEALANT BACKER ROD JAMB INSTALLATION DETAIL & APPROVED 1/4" MAX. WOOD FRAMING OR 2X BUCK INSTALLATION SEALANT o SHIM SPACE WOOD FRAMING —� OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 1211312016 NOTES: MI WINDOWS AND LLC � i1I /1. \ 'bRLO//..NTERIOR AND EXTERIOR FINISHES,BYOTHERS, 9OLAKESD PARKWAY ` NOTSHOWN FOR CLARITY, FLOWER MOUND, TX 75028 416ENy+-'Q�T��` 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE SERIES 1630 HS REINFORCED ,�.*• p,,r �j 1F=_ DESIGNED IN ACCORDANCE WITH ASTM E2112 NON—IMPACT 72" X 5 FLANGE INSTALLATION DETAILS ' TAT E OF DRAWN: DWG N0. REV ����•'�[OR10P+\'��\� scAL- DATE 08$O�E000 ���— ���is`rJ�A(A ii \�� NTS 11/30/16 6 OF 10 L ROBERTO LOMAS P.E. P.E.Luis R. Lomas 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No,: as P 434-688-0609 rllomas@lrlomaspe.com ' REVISION$ REV DESCRIPTION DATE APPROVED 3/4" MIN EDGE DISTANCE c 1/4" MAX. METAL SHIM SPACE STRUCTURE BY OTHERS 1/4" MAX. APPROVED SHIM SPACE SEALANT 3/4" MIN. oo INTERIOR D EDGE o 0 DISTANCE ❑ #8 SMS OR 77 SELF DRILLING SCREW # �❑ o C o 8 SMS OR SELF DRILLING R EXTERIOR INTERIOR SCREWS t= E3 METAL EXTERIOR STRUCTURE BACKER ROD BY OTHERS & APPROVED SILL TO BE SET SEALANT IN A BED OF O APPROVED SEALANT JAMB INSTALLATION DETAIL o�BACKER ROD METAL STRUCTURE INSTALLATION & APPROVED SEALANT ^� 1/4" MAX. SHIM SPACE METAL STRUCTURE BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SIGNED: 12/13/2016 DOORS 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, M 19 0 LLAKESIDES: WIDOWSDPARKWA LLC `-N, RILL/p NOT SHOWN FOR CLARITY. FLOWER MOUND, TX 75028 `�••�\GENS .'9in�� 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE SERIES 1630 HS REINFORCED *' O y6�251 *- DESIGNED IN ACCORDANCE WITH ASTM E2112 0 NON—IMPACT 72" X FLANGE INSTALLATION DETAILS �q1� TAT OF tr✓ DRAWN: DWG NO. REV I�ir+s ZORtOP SCALE NTS DATE 1 1/30/16 08 s0E 000 OF 10 NMONA�t�?\\\` L.ROBERTO LOMAS P.E. LOI$ R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.• 62514 434.686-0609 rllomas@Irlomaspe.wm - REVISIONS REV DESCRIPTION DATE APPROVED 2 1/2" MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS a 1 1/4" MIN. n OPTIONAL iX BUCK ° 4 EMBEDMENT4 SEE NOTES 3 — 7 SHEET 1 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE CONCRETE/MASONRY BACKER ROD BY OTHERS & APPROVED 1/4 MAX' ° SEALANT SHIM SPACE v o ° OOPTIONAL 1 X BUCK 3/16" TAPCON SEE NOTES 3 — 7 a D SHEET 1 INTERIOR 3/16" TAPCON a ' EXTERIOR INTERIOR 2 1/2" MIN. SILL TO BE SET EDGE v ° a� BACKER ROD IN A BED OF DISTANCE & APPROVED o� APPROVED SEALANT , SEALANT EXTERIOR 1/4" MAX. OPTIONAL 1X BUCK �EJ SHIM SPACE SEE NOTE 3 — 7 �qp BACKER ROD SHEET 1 & APPROVED SEALANT CONCRETE/MASONRY JAMB INSTALLATION DETAIL BY OTHERS ° CONCRETEIMASONRY INSTALLATION SIGNED: 1211312016 MI WINDOWS AND DOORS LLC \���11I111111��� 1900 LAKESIDE PARKWAY `\\\J�5 R••Ld�/���// VERTICAL CROSS SECTION FLOWER MOUND, TX 75028 �,•v�G�MSF9cP,�� CONCRETE/MASONRY INSTALLATION SERIES 1630 HS REINFORCED =*�•�.J 0„6�6/1� NON—IMPACT 72' X 5 �.p�{t4v7 LcntD7 = FLANGE INSTALLATION DETAILS AILS TAT OF NOTES: i0• �4 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, DRAWN: DWG NO. REv ii�.n�s'c<ORIV. NOT SHOWN FOR CLARITY. R.L. 2. PERIMETER AND JOINT 08 SEALANT s DATE SDET8 DESIGNED IN ACCORDANCE WITH ASTM E2112 NTS 1 1/30/1 6 6 OF 10 L ROBERTO LOMAS P.E. LOTS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE.NC 27023 FL Nc:: 62514 434-688-0609 rllomas@)lrlomaspe.00m REV SIONS REV DESCRIPTION DATE • APPROVED APPROVED SEALANT BEHIND FIN 1 1/4" MIN. EMBEDMENT #6 WOOD WOOD SCREW FRAMING BY OTHERS r 1/4• MAX. 1/4° MAX —L SHIM SPACE SHIM SPACE 3/8" MIN ���o� WOOD FRAMING EDGE DISTANCE ❑ BY OTHERS �E�] #6 WOOD o SCREW INTERIOR 1 1/4 0 MIN. �oo ❑ EMBEDMENT 00 EXTERIOR INTERIOR �❑ E3 o o APPROVED �n^� l� a SEALANT 1� Qr E3� BEHIND FIN 3/8" IN EXTERIOR EDGE DISTANCE o JAMB INSTALLATION DETAIL 4 I 4" MAX WOOD FRAMING OR 2X BUCK INSTALLATION r qp❑� 1 SHIM SPACE 3/8" MIN �— IIIIIp EDGE DISTANCE #6 WOOD WOOD SIGNED: 1211312016 SCREW FRAMING MI WINDOWS AND DOORS LLC ++1111Ir1Iii APPROVED EMBEDMENT BY OTHERS 1900 LAKESIDE PARKWAY `\��J\r?R•L�41//// SEALANT FLOWER MOUND, TX 75028 `�v• \GENS+�.9p BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION SERIES 1630 HS REINFORCED �'*• 0 5 FIN WITH JO CHANNEL TINSTALLATION DETAILS �,A, TAT- NOTES." OF 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, �O. tU NOT SHOWN FOR CLARITY. DRAWN: DwG NO. REv i'c •FCpR+OP••�' 2 PERIMETER DESIGNEDINACO JOINT SEALANT BY CORDANCEWITHASTME2IS�OBE scALE NTS DATE 11�30�16 08 5030HEET 90 OF 10 /�Ss/ONAl11 ?G\\\\ L ROBERTO LOMAS P.E. LDIS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL NO.: 82514 434-688-0609 rllomas@Irlomaspe.mm REVISIONS REV DESCRIPTION DATE APPROVED APPROVED SEALANT BEHIND FIN 1 1/4" MIN. EMBEDMENT #6 WOOD WOOD SCREW FRAMING Y OTHERS 1/4" MAX. F SHIM SPACE 1/4" MAX 3/8" MIN j SHIM SPACE EDGE DISTANCE WOOD FRAMING BY OTHERS #6 WOOD O SCREW INTERIOR 1 1/4" MIN. ❑ EMBEDMENT 00 EXTERIOR INTERIOR APPROVED C3 SEALANT BEHIND FIN MIN EDGE DISTANCE EXTERIOR JAMB INSTALLATION DETAIL 1/4" MAX WOOD FRAMING OR 2X BUCK INSTALLATION p-. SHIM SPACE 3/8- MIN EDGE DISTANCE #6 WOOD WOOD SCREW FRAMING 1 1/4" MIN. BY OTHERS SIGNED: 1211312016 APPROVED EMBEDMENT o\11111111/1�' SEALANT MI WINDOWS AND DOORS LLC BEHIND FIN VERTICAL CROSS SECTION 1900 LAKESIDE PARKWAY ro R.•LO WOOD FRAMING OR 2X BUCK INSTALLATION FLOWER MOUND, TX 75028 NOTES: SERIES 1630 HS REINFORCED 0 61r 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NON—IMPACT 72" X 53" FIN INSTALLATION DETAILS NOT SHOWN FOR CLARITY. TAYM117 . .4- Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE 'iF �'4 10'?� DRAWN: No. REV - OR% .­x DESIGNED IN ACCORDANCE WITH ASTM E2112 R.L. 'IWO 08-03000 19 -...-;�" '//��7/09AL V SCALE NTS DATE 11/30/16 1 SHEET 10 OF 10 L.ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 Luis R. Lomas P.E. 434-686-0609 rllcmas@Ir1orPaspa.wm FL Nc4.: 62514 0 Yj City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: j ullj C�C� Date Received: In 11q Site: ' } Permit Type: � . o Vj— 1 t�l v S 51,W e Sir Z� Approved Who comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. Ka vin —Plans Examiner Date ctor and/ omeowner (Required when comments are present)