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Home My WebLink About20-22402 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 22402," BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 22402 Address: 5047 17TH ST 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: 11-26-21-0010-21300-0030 Improv. Cost: 5,300.00 OWNER INFORMATION Date Issued: 2/03/2020 Name: MOREL, MATTHEW & LORRAINE Total Fees: 105.00 Address: 5751 13TH ST Amount Paid: 105.00 ZEPHYRHILLS, FL. 33542-6107 Date Paid: 2/03/2020 Phone: 813-997-9346 Work Desc: REPLACE 15 WINDOWS S/S CONTRACTORS APPLICATION FEES CARROLWOOD WINDOW & DOOR , INC. BUILDING FEE 105.00 P0 V � V 3110 � I 2 ` 4- Ins ections Required FOOTER 2ND ROUGH PLUMB MI INSU TI EILIN 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. COr4TPOR 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-813-78 -0021 Building Department - ------------ .._.-Date-Received - i. ------ -- ----- - - Phone Contact for for Permitting Owner's Name M09?THEW 0f1j�QA�IV BRED I Owner Phone Number Owners Address �77 1 S r/r�a�i Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address ��j .I_ JOB ADDRESS .55021? l /m S� ZF,P/�YRur 33S Q LOT# 3 1 SUBDIVISION PARCEL ID# �21P-2/-0040-2136V-CO 30 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE SFR = COMM = OTHER TYPE OF CONSTRUCTION �BLOCK = FRAME = STEEL = DESCRIPTION OF WORKr+[ �OG�.r _a7rE BUILDING S ZE SQ FOOTAGE= HEIGHT -rv-rr it-r- e*e�r�r-a-r-r-ire-re+rr�+rre-re-e-r-e-rrrrr�-�r-e-�+e+*-r�-r�-e-e-r-e-r- BUILDING $ 300 ^� VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. ov �I/ 1 L q 7jF � =PLUMBING $ 1�' // =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION �v =GAS = ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA AYES NO L1 BUILDER "P ANY SIGNATURE REGISTERED I Y 1 N FEE CURREN Y/N Address r ,R� Uf WY 301 IA..*, License# Z�' 1P_3-5& ? O ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N Address I License# PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Address License# MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREn Address License# OTHER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Address License# RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal data. Requirad onsito.Construction Plans.Stormwater Plans w/Silt Fens 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. -..r.-:-i-i-i.4-i-i-i-i.i-i-i-FI-.F.1-i.i-i-i-l-F.1-b.l-i.i-i-i-Fl-i.J-i.i-i-i-1-f.F-6.i-i.i-••.-.-. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500) •• Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" ______-which.may_lie more-restrictive_than-County_regulations...The-undersigned-assumes-responsibility-foFsomplianee-with-arty-------- - 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 Black"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/WastewaterTreatment. - 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"V"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__ CONTRACTOR Subscribed and sworn to(or affirmed)barora me this Subsaib a d to,(o afnrn bef by Who is/are personalty known to me or has/have produced o is/ a perso known to me or has/have prod d _as identification. as identification. Notary Public Notary Public Commission No. Corn ion No Name of Notary typed,printed or stamped Name of Notary ty d ' ES JACpUELINE Bp 2 Cotnmissan#GG 276457 0 DON Det�mber 12, 7010 .""'„I BandedTM�ttmy Film Htsun 12.'31/2019 Pasco County Property Appraiser Generalized Building Schematic y 5 3 - OPM U STG1 BAS01 FCPOI ff Foi?a1 J search.pascopa.co m/sketch.as px?pid=273823&bid=273823 7 5 h1b/7 h)E hit , j � ropy Iy; bb REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 09/16/15 R.L. B I REVISED PER NEW REQUIREMENTS 08/06/19 R.L. NOTES: 15. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2" MINIMUM EDGE REQUIREMENTS OF THE FLORIDA BUILDING CODE. DISTANCE. 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 INTO METAL STRUCTURE USE #8 SMS OR SELF DRILLING SCREWS WITH TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 17. ALL FASTENERS TO BE CORROSION RESISTANT. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .048" THICK MINIMUM MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 19. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN N SHEET 2. COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO_THAT FULL FRAME SUPPORT IS PROVIDED. 8. SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE ALL WORK SHALL COMPLY WITH PREVAILING SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4... CODES FLORIDA BUILDING CODE, 9. SHIMS SHALL BE MADE FROM MATERIALS CAPABLE OF SUSTAINING APPLICABLE LOADS, NATIONAL ELFCTRIC CODE, LOCATED AND APPLIED IN A THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. AND THE CITY OF ZEPHYRHILLS 11. FRAME MATERIAL: EXTRUDED RIGID PVC. ORDINANCES 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. REVIEW DAY E I�__94471. 14. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE CITY OF ZEPHYRHI ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. PLAN EXAMINER SIGNED:0810612019 MI 650 WINDOWS AND MAD ET STREET LLC. GRATZ, PA 17030-0370 ``,••�.`GENSF•S+ SERIES 3240/3540 FINLESS PVC SH WINDOW A-TAT 0POF STEEL REINFORCED — NON—IMPACT 52" X 62"TABLE OF CONTENTS NOTES ��0, �{{L[Q` SHEET N0. DESCRIPTION DRAWN: DWG N0. REV ��'��.5'PZORIDt G�� 1 NOTES SCALE DATE 08 02269 B �QNAL`E� 2 ELEVATION NTS 01/09/14 1 OF 6 3 — 5 INSTALLATION DETAILS L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 6 COMPONENTS 434-688-0609 rllomas�Momaspe.com REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 09/16/15 R.L. B REVISED PER NEW REQUIREMENTS 08/06/19 R.L. I— 52" FRAME WIDTH ^I 4" MAX. I I SEE ANCHOR CHART THIS SHEET FOR UNIT SIZE AND ANCHOR Number of anchors required at each jamb QUANTITY O Height Panel width(in) (in) 30'0 36.0 42.0 48.0 62.0 22" 62" 24.0 2 2 2 2 2 MAX. FRAME 30.0 2 2 2 2 2 O.C. / HEIGHT 36.0 3 3 3 3 3 48.0 3 3 3 3 3 48.0 3 3 3 3 3 64.0 4 4 4 4 4 60.0 4 4 4 4 4 tj X 62.0 4 4 4 4 4 4" MAX. SERIES 3540 FINLESS PVC SINGLE HUNG WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING +35.OPSF NONE 52"X 62"UNIT SHOWN.OTHER SIZES APPROVED AS LONG AS FRAME AREA DOES NOT EXCEED 22.38 FT2 NOTES: 1. SASH SIZE.,50 1116.X30 7116" SIGNED:0810612019 2. D.L.0.:48118"X27112" MI 6I50 OW`EST MAAND ETDOORS,REETLLC. \\\\\�SIRIICO GRATZ, PA 17030-0370 V•��pEHSF9s�-'� SERIES 3240/3540 FINLESS PVC SH WINDOW *• 05� STEEL REINFORCED — NON—IMPACT 52" X 62" ELEVATION ��1, TAT 0 FF iu HARDWARE SCHEDULE ��,p• ,� .�� DRAWN: DWG NO. REV i [pR10P•\�� B.(2)PVC SURFACE MOUNTTILTILATCH AT INTERIOR MEETING RA EACH END AT INTERIOR G RAIL KEEPERS c.L. DATE 08 02269 B � s�pNAl1��G�`\\ C. (2)COIL BALANCES AT EACH JAMB NTS 01/09/14 2 OF 6 D.(2)METAL PIVOT BAR AT BOTTOM RAIL ENDS L.ROBERTO LOMAS P.E. E. STEEL REINFORCEMENT(GVL-451-020)AT SASH RAILS AND STILES 1432 WOODFORD RD LEWISVILLE,NC 27023 Luis R. Lomas P.E. F. STEEL REINFORCEMENT(RFACMS-020)AT FIXED MEETING RAIL 434-688-0609 d/omas@ldomaspe.mm FL No.: 62514 41 REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 09/16/15 R.L. WOOD FRAMING B REVISED PER NEW REQUIREMENTS OB/O6/19 R.L. OR 2X BUCK BY OTHERS BOO' 1/4 MAX. APPROVED SHIM SPACE SEALANT o HEAD TO BE SET 1 1/4" MIN. 1/4 MAX. IN A BED OF APPROVED EMBEDMENT SHIM SPACE CONSTRUCTION ADHESIVE ::5:< 7/16" MIN. EDGE DISTANCE o INTERIOR #s WOOD SCREW Q WOOD FRAMING ED OR 2X BUCK BY OTHERS APPROVED EXTERIOR SEALANT EXTERIOR INTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION �E SILL TO BE SET IN A BED OF APPROVED CONSTRUCTION ADHESIVE APPROVED �� SEALANT 1/4 MAX. SHIM SPACE E. WOOD FRAMING SIGNED:0810612019 OR 2X BUCK BY OTHERS MI WINDOWS AND DOORS, LLC. \\0\111111� 650 WEST MARKET STREET �� 5 O,y� GRATZ, PA 17030-0370 ENs� VERTICAL CROSS SECTION SERIES 3240/3540 FINLESS PVC SH WINDOW f*4. "TMOIF 0 51 *= WOOD FRAMING OR 2X BUCK INSTALLATION STEEL REINFORCED — NON—IMPACT 52" X 62" =,-A off_ INSTALLATION DETAILS � NOTES: 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, DRAWN: DWG NO. 08-02269 REV 2.PERIMETER AND JONOT SHOWN FOR IN SEALANT BY OTHERS TO BE SCALE DATE SHEET �NAt1��` DESIGNED INACCORDANCE WITHASTME2112 NTS 01/09/14 3 OF 6 L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NO 27023 FL No.: 62514 434-688-0609 rllomas�lalrlomaspe.com REVISIONS REV DESCRIPTION DATE APPROVEO METAL A REVISED INSTALLATION DETAILS 09/16/15 R.L. STRUCTURE B REVISED PER NEW REQUIREMENTS 08/06/19 R.L. BY OTHERS 1/4 MAX. SHIM SPACE - 0008 APPROVED SEALANT 0 0 HEAD TO BE SET IN A BED OF APPROVED CONSTRUCTION ADHESIVE _ 1/4 MAX. SHIM SPACE 7/16" MIN. INTERIOR EDGE DISTANCE E� Q #8 SMS OR SELF DRILLING SCREWS 0� METAL STRUCTURE BY OTHERS APPROVED EXTERIOR EXTERIOR INTERIOR SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SILL BE SET EllB IN A BED OF APPROVED CONSTRUCTION ADHESIVE APPROVED SEALANT 1/4 MAX. DO�o SHIM SPACE METAL STRUCTURE SIGNED:0810612019 BY OTHERS VERTICAL CROSS SECTION MI slso WINDOWS AND MAD EDOO STREET LLC. `\\\J\S 1R••L p�ii�� METAL STRUCTURE INSTALLATION GRATZ, PA 17030-0370 \�••\\GENSFgs''= SERIES 3240/3540 FINLESS PVC SH WINDOW *�• 0 51 STEEL REINFORCED — NON—IMPACT 52 X 62" _,o �` INSTALLATION DETAILS �qJ• $TAT OF NOTES: �0x", A, Q; DRAWN: DWI NO. REV / CQR1O�'\ 1.WTERIORAND EXTERIOR FINISHES,BYOTHERS,NOT SHOWN FOR CLARITY. V.L. OS-02269 B ��is 2.PERIMETER AND JOIN SEALANT BY OTHERS TO BE SCALE NTS DATE O1/09/14 SHEET4 OF s � ////III DESIGNED IN ACCORDANCE WITH ASTM E2112 L ROBERTO LOMAS P.E. LUIS R. LOTOS P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 F L N o.: 62514 434-688-0609 r1lomas@Irlomaspe.00m REVISIONS REV DESCRIPTION DATE7 APVROVED CONCRETE/MASONRY I. ° A REVISED INSTALLATION DETAILS 09/16/15 R.L. BY OTHERS B REVISED PER NEW REQUIREMENTS 08/06/19 R.L. OPTIONAL 1 X BUCK ° ° d d ° 1 1/4" MIN. SEE NOTES 3-7 EMBEDMENT SHEET 1 CONCRETE/MASONRY KHEAD BY OTHERS APPROVED1/4 MAX. SEALANT � SHIM SPACE OPTIONAL 1X BUCK SEE NOTES 3-7 TO BE SET SHEET 1 IN A BED OF APPROVED 1/4 MAX. CONSTRUCTION ADHESIVE 3/16" TAPCON • ° SHIM SPACE INTERIOR 0 9 E 2" MIN. EDGE DISTANCE ° EXTERIOR INTERIOR APPROVED EXTERIOR SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION SILL TO BE SET IN A BED OF APPROVED NOTES: APPROVED CONSTRUCTION ADHESIVE 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, SEALANT NOT SHOWN FOR CLARITY. 0 0 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE 1/4 MAX. DESIGNED IN ACCORDANCE WITH ASTM E2112 OPTIONAL IX BUCK SHIM SPACE SEE NOTES 3-7 OOO� SIGNED:08/O6/20i9 SHEET 1 MI WINDOWS AND DOORS, LLC. �IIII��I/iii� 650 WEST MARKET STREET \�\y R'•L0?�ZZ�i� CONCRETE/MASONRY GRATZ, PA 17030-0370 ��v•%r, NS••',p F• _ BY OTHERS ° ° a ° SERIES 3240/3540 FINLESS PVC SH WINDOW py6 *= STEEL REINFORCED — NON—IMPACT 52" X 62" =9 �� INSTALLATION DETAILS :_A, TAT OF d ° O� DRAWN: DWG NO. REV �F 'cCOR10Q' VERTICAL CROSS SECTION SCALE NTS DATE 01/09/14 08 soEE?59 OF 6 B '///Ss�OIIIAIII�?G\`\ CONCRETE/MASONRY INSTALLATION L.ROBERTO LOMAS P.E. LDIS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE.NC 27023 FL No.: 62514 434-688-0609 rllomasC)lrlomaspe.com REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 09/16/15 R.L. B REVISED PER NEW REQUIREMENTS 08/06/19 R.L. 3 1/4" 2 7/8" 1 13/+ 32'. 6� 29/32" = g/18 1 9/32.. OO T + MAIN FRAME SNAP IN SILL PVC(V-634NF) PVC(V-661) 1 3/4" 1 1/4" T_ � 1 13/32" + 2 1/16' a6 1 1/16" 25/32" 9 SASH RAIL FIXED MEETING RAIL PVC(V-451) PVC(V-321) 1/2" 29/32" -{----{ LIFT BEAD MEETING RAIL REINFORCEMENT PVC STEEL.019-THICK(RF-104S-020) 1/4 _Lj 23/32" �1 1/16" 19/32" H T_ SIGNED:08/06/2019 GLAZING BEAD SASH REINFORCEMENT PVC STEEL.020"THICK(GVL-451-020) MI WIND OWE S MAD EDOORS, LLC. \`��\\S 1RI(;LI0 GRATZ, PA 17030-0370 ••�GENS • v F• SERIES 3240/3540 FINLESS PVC SH WINDOW _*• 0 5 *- STEEL REINFORCED — NON—IMPACT 52" X 62" COMPONENTS - �0• TAT OF DRAWN: DWG NO. REV �[ORIOP G\�'\•� SCALE NT$ DATE 01/09/14 OS SHEET 69 OF 6 B /�// fVAl.l��\\�` L.ROBERTO LOMAS P.E. P.E. P Lomas 1432 WOODFORD RD LEWISVILLE,NC 27023 Luis R.FL No L as 434-688-0609 r1lomas@Irlomaspa.mm Florida Building Code Online https:Hfloridabuilding.org/pr/pr_appjtl.aspx?param=wGEVXQwtD... g ESCIS Home Log In t Us.,Registration Hot Topics Submit Surcharge Stats&Facts j Publications Contact Us BCIS Site Map Links Search b d Product Approval USER:Public User Product Approval Menu>Product or Application Search>Anolication List>Application Detail FL# FL17676-R11 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 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 American Architectural Manufacturers Association Validated By Steven M. Urich,PE 3 Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year 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 09/29/2019 1 of 5 1/6/2020 1:00 PAI Florida Building Code Online https:Hfloridabuilding.org/pr/pr_app_dtI.aspx?param=wGEVXQwtD... Date Validated 10/17/2019 Date Pending FBC Approval Date Approved 10/18/2019 Summary of Products FL# Model,Number or Name Description 17676.1 3540 SH 36x74 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC(11355)C7327 01-109-47- 1 odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2022 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35. Units must be glazed in accordance with FL17676 R11 II 08-03347A.odf ASTM E1300-04. Verified By: Luis R. Lomas,PE PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL17676 R11 AE 514337A.pdf Created by Independent Third Party: Yes 17676.2 3540 SH 36x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC 3540 Fin 36x84.1)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation Instructions Other: LC-PG40. Units must be glazed in accordance with FL17676 R11 II 08-03348A.odf ASTM E1300-04. Verified By: Luis R. Lomas,PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R11 AE 514338A.odf Created by Independent Third Party: Yes 17676.3 3540 SH 40x66 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC(5299)A3485 01-109-47-RO 3540 Approved for use outside HVHZ:Yes SH(082624).odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-45 08/26/2024 Other:R-PG35. Units must be glazed in accordance with Installation Instructions ASTM E1300-04. FL17676 1111 II 08-03349A.odf Verified By: Luis R. Lomas,PE PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL17676 R11 AE 514339A.pdf Created by Independent Third Party:Yes 17676.4 3540 SH 44x63 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC 3540 Fin 44x63.1)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +40/-47 Installation Instructions Other:R-PG40. Units must be glazed in accordance with FL17676 R11 II 08-03350A.odf ASTM E1300-04. Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R11 AE 514340A.Ddf Created by Independent Third Party:Yes 17676.5 3540 SH 4402 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC 3540 Fin 44x72.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/01/2022 Design Pressure: +35/-47 Installation Instructions Other: R-PG35. Units must be glazed in accordance with FL17676 R11 II 08-03351A.pdf ASTM E1300-04. Verified By: Luis R. Lomas,PE PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL17676 R11 AE 514341A.odf Created by Independent Third Party:Yes 2 of 5 1/6/2020 1:00.PM Florida Building Code Online https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtD... 17676.6 3540 SH 44x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL17676 R11 C CAC APC(10816)C7324.01-109-47-6.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/12/2022 Design Pressure: +30/-30 Installation Instructions Other: LC-PG30. Units must be glazed in accordance with FL17676 R11 II Install-3540 SH Fin 44x84.pdf ASTM E1300-04. Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 17676.7 3540 SH 52x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC 3540 Fin 52x84.1)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +25/-25 Installation Instructions Other: R-PG25. Units must be glazed in accordance with FL17676 R11 II 08-03354A.pdf ASTM E1300-04. Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL17676 R11 AE 514344A.pdf Created by Independent Third Party: Yes 17676.8 3540 SH 36x74 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC 3540 FLS 36x74.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2022 Design Pressure: +35/-50 Installation Instructions Other:LC-PG35 FL17676 R11 II 08-01252B 7.pdf Verified By: Luis R. Lomas,PE PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL17676 R11 AE 511854B 1252.pdf Created by Independent Third Party:Yes 17676.9 3540 SH 36x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC 3540 FLS 36x84.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2020 Design Pressure: +40/-50 Installation Instructions Other: LC-PG40 FL17676 R11 II 08-01372B.pdf Verified By: Luis R. Lomas,PE PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL17676 R11 AE 511989B.odf Created by Independent Third Party: Yes 17676.10 3540 SH 4402 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC 3540 FLS 44x72.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2022 Design Pressure: +35/-47 Installation Instructions Other: LC-PG35 FL17676 R11 II 08-01247C.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R11 AE 511849C.Ddf Created by Independent Third Party: Yes 17676.11 3540 SH 48x96 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11—C CAC APC 3540 FLS 48x96.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2022 Design Pressure: +30/-30 Installation Instructions Other: LC-PG30 FL17676 R11 II 08-03353A.pdf Verified By: Luis R Lomas,PE PE-62514 3 of 5 1/6/2020 1:00 PM Florida Building Code Online https://floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtD... Created by Independent Third Party:Yes Evaluation Reports FL17676 R11 AE 514343A.pdf Created by Independent Third Party:Yes 17676.12 3540 SH 52x62 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC 3540 FLS 52x62.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/27/2022 Design Pressure: +35/-35 Installation Instructions Other: R-PG35 FL17676 R11 II 08-02269B.pdf Verified By: Luis R. Lomas,PE PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL17676 R11 AE 5130156.1)df Created by Independent Third Party: Yes i 17676.13 3540 SH 52x72 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC(10818)C7325.01-109-47- 13.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2022 Design Pressure: +30/-30 Installation Instructions Other: R-PG30 FL17676 R11 II 08-02270B.odf Verified By: Luis R Lomas,PE PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL17676 R11 AE 513016B.pdf Created by Independent Third Party: Yes 17676.14 3540 SH 52x84 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC 3540 FLS 52x84.1)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/26/2020 Design Pressure: +25/-25 Installation Instructions Other: R-PG25 FL17676 R11 II 08-01514B.pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R11 AE 512141B.pdf Created by Independent Third Party:Yes 17676.15 3540 SH 48x72 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC(12775)A2726.01-109-47- Approved for use outside HVHZ:Yes RO 3540 SH(073024).pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-35 07/20/2024 Other: R-PG35. Units must be glazed in accordance with Installation Instructions ASTM E1300-04. FL17676 R11 II 08-03352A.pdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL17676 R11 AE 514342A.pdf Created by Independent Third Party: Yes 17676.16 3540 Single Hung 36x84 Fin Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC(18225)G1596.01-109-47-RO.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/05/2021 Design Pressure: +35/-35 Installation instructions Other: LC-PG35 FL17676 R11 II 3540 Single Hung-non Impact.pdf Verified By:Joseph Reed PE-58920 Created by Independent Third Party:Yes Evaluation Reports FL17676 R11 AE 22480-1 MI Windows and Doors 3540 SH.pdf Created by Independent Third Party:Yes 17676.17 3540 Single Hung 52x62 Fin Frame 4 of 5 1/6/2020 1:00 PM Florida Building Code Online https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtD.. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC(17188)1405.04-116-11-RO.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/05/2022 Design Pressure: +35/-35 Installation Instructions Other: R-PG35 FL17676 R11 II 3540 Single Hung-non Imoact.gdf Verified By: Joseph Reed, PE PE-58920 Created by Independent Third Party:Yes Evaluation Reports FL17676 R11 AE 22480-1 MI Windows and Doors 3540 SH.odf Created by Independent Third Party: Yes 17676.18 3540 Triple SH 108x74 Fin Frame Triple CHS Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC(10817)C7327.01-109-47- 16.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/12/2022 Design Pressure: +35/-50 Installation Instructions Other: LC-PG35. Units must be glazed in accordance with FL17676 R11 II 08-03355A.odf ASTM E1300-04. Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R11 AE 514345A.Ddf Created by Independent Third Party: Yes 17676.19 3540 Triple Single Hung 10802 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC 1359.06.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/05/2021 Design Pressure: +35/-45 Installation Instructions Other: R-PG35 FL17676 R11 II 08-03218B.Ddf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R11 AE 514171B.Ddf Created by Independent Third Party:Yes 17676.20 3540 Twin Single Hung 73x71 Finless Frame Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17676 R11 C CAC APC F1902 01-109-47-RO 3540 Approved for use outside HVHZ:Yes SHTodf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +35/-40 11/03/2020 Other: R-PG35 Installation Instructions FL17676 R11 II 08-02997B.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17676 R11 AE 513853B.pdf Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone,850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement;:Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click here. Product Approval Accepts: �Xu_ � eC_ Credit Card Safe r. 5 of 5 1/6/2020 1:00 FI\^. REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/10/15 R.L. NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO 8 REVISED ANCHORING NOTES 06/07/17 R.L. COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY ANCHORING NOTES: TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION SHEET 3. FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 2) FOR ANCHORING INTO CONCRETE USE 1/4" ELCO ULTRACON 4) APPROVED IMPACT PROTECTIVE SYSTEM JS NOT REQUIRED FOR THIS TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS SHOWN IN INSTALLATION DETAILS SHEET 4. DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED 3) FOR ANCHORING INTO METAL FRAMING USE #10 SMS OR SELF UNDER SEPARATE APPROVAL. DRILLING SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 3 THREADS 6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. WINDOWS AND DOORS, INC. 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE 3) FOR ATTACHING WINDOW UNITS TO MULLION USE SELF DRILLING MIN LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE MULLION WALL. LOCATE WINDOW OR DOOR UNIT. SCREWS IN ACCORDANCE WITH WINDOW ANCHORING SCHEDULE AS 8 UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE SHOWN IN WINDOW SEPARATE APPROVAL UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS 4) ALL FASTENERS TO BE CORROSION RESISTANT. ANCHORED AS SHOWN HEREIN. 9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED 5) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN TO THIS DOCUMENT. THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, DESIGN PRESSURE TABLE INSTRUCTIONS: TYPE 1 (OR GREATER). 1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE D. METAL STRUCTURE — STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 5063—T5 FU=30KSI .048" THICK MINIMUM CHAPTER 16. 2) PRODUCINE T TORIBUTARY BE INSTALLED•DTH AND MULLION N SEE FORMULA FORTRIB (gL(gJJ�22LOWy SHALL COP�PLI'If1l17FI + (.VAILING 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARy,.y 'Af-LORIDA BUILDING CODE, THE INTERSECTION OF ROW AND COLUMN CONT, O�N�AuLNELECTRIC CODE, SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MNI b"rFh"N6ITY OF ZEPHYfflILLS FOR PRODUCT IN STEP 2. OR��NCES MULLION RATING MUST BE EQUAL OR GREATER THA`'-vey 1vt'1 DESIGN PRESSURE OBTAINED IN STEP 1. REView SIGNED: 1011612017 TRIBUTARY WIDTH = W1 + W2 CITY MI WINDOWS AND DOORS, LLC ��%%Rl11/i/j/. 2 PI P�Y�H�L ZQ 650 WEST MARKET STREET �5 0� �-�1�V � I►q�A'�� GRATZ, PA 17030-0370 •��CENS�?d' MIN 5765 VERTICAL MULLION _*4"TATPOF 0y� *= 83" MULLION SPAN �TABLE F CONTENTS GENERAL NOTES �.A• •,Lj` SHEET NO. DESCRIPTION i0.c`�•�` P DRAWN: DWG NO. REV //i�s �0110•G� 1 NOTES SCALE DATE 08 SHEET a �iiij`S�pNAL1E�Z 2 CONFIGURATIONS AND DP CHART NTS 01/11/12 1 OF 4 3 INSTALLATION DETAILS L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE.NO 27023 FL NO.: 62514 4 COMPONENTS 434-688-0609 rllamas@lrlomaspa.com REVISIONS 107 3/8' 107 3/B' 107 3/8' REV DESCRIPTION DATE APPROVED COMBINED WIDTHT COMBINED WIDTHT COMBINED WIDTH A REVISED INSTALLATION DETAILS 06/10/15 R.L. W1 W1 W1--{ W2 8 REVISED ANCHORING NOTES 06/07/17 R.L. 83" HILA/ 83" �/ / 83"FRAME FRAME WINDOW FRAME WINDOW WINDOW HEIGHT WINDOW HEIGHT WINDOW HEIGHT (MULLION (MULLION (MULLION SPAN) SPAN) / / SPAN) FW_ 107 3/8" 107 3/8" 107 3/8" COMBINED WIDTH COMBINED WIDTH COMBINED WIDTH 1 W2 F 1 W2 W1 W2 83 // // WINDOW // 83„ // // WINDOW // 83.1 // // WINDOW FRAME ll WINDO FRAME FRAME WINDO HEIGHT HEIGHT OW WINDOWHEIGHT WINDOW / WINDOW (MULLION / (MULLION / (MULLION SPAN) / / SPAN) / / / SPAN) L7W1 W, W, 107 3/8" 107 3/8" 107 3/8" COMBINED WIDTH t7COMBINED WIDTH L7COMBINED WIDTH APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107318"AS SHOWN HEREIN. Desi n pressureratin s Mullion Tributarywidth(in) SIGNED: 10/16/2017 span(in) 18.13 25.50 36.00 42.00 48.00 52.13 25.00 120.0 120.0 120.0 120.0 120.0 120.0 MI WINDOWS AND DOORS, LLC \\�SR.-(Lp�//i� 37.38 120.0 120.0 120.0 120.0 120.0 120.0 49.63 120.0 120.0 113.8 107.8 105.4 105.3 650 WEST MARKET STREET `�\J\ R1 /ice 62.00 120.0 103.2 81.8 75.3 71.1 69.2 GRATZ, PA 17030-0370 `�,••��GENs�•9cp 65.63 120.0 96.1 75.6 69.1 64.9 62.8 5765 VERTICAL MULLION 41TAT 0 9572.00 113.6 85.8 66.7 60.5 56.3 54.1 83" MULLION SPAN � 954 71.3 54.5 49.0 45.0 42.9 APPROVED CONFIGURATIONS AND RATING CHART OF DRAWN: DWG NO. REV %O 'c�0R10P LARGE AND SMALL MISSILE DIMENSIONS N CHART ARE FRAME DIMENSIONS AND DDO NOT SCALE DATE oaSH ET 2 B INCLUDE FLANGE NTS 01/11/12 2 OF 4 L.ROBERTO LOMAS RE Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434-688-0609 rlfcmas@Irlomaspe.xm REVISIONS 1" MIN. EDGE DISTANCE REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/10/15 R.L. MASONRY/CONCRETE 17 R.L.B REVISED ANCHORING NOTES 06 07 --4- BY OTHERS / / 4 1 1/4" a° MIN. EMBEDMENT a ° — -^-I I i I SECT5765 1/4" ELCO ULTRAGON MULLION TAPCON SECT5768 CLIP SECT5768 CLIP SECT5765 MULLION #lD SMS OR SELF DRILLING I I SCREW I I METAL STRUCTURE BY OTHERS SECT5768 CLIP 1/2" MIN. #10 WOOD SCREW EDGE DISTANCE I VERTICAL CROSS SECTION 1 3/8"f MIN. _ I L METAL INSTALLATION � I �S` � �� EMBEDMENT I �' t WOOD FRAMING/ � rl/ SIGNED: 1011612017 2X BUCK 1/2" MIN. BY OTHERS EDGE DISTANCE MI WIN650DWE T MA D ET DOORS, LLC STREET \\\`\\ Rt!t 00 /i VERTICAL CROSS SECTION MASONRYJCONCRETE AND WOOD FRAMING GRATZ, PA 17030-0370 .``�•�1�ENty+�9��y INSTALLATION 5765 VERTICAL MULLION .`*• NOTES: 83" MULLION SPAN g, INSTALLATION DETAILS q3 TAT CSE �. 1) FOR FRAMING INSTALLATION USE ALL FOUR HOLES IN INSTALLATION CLIP. DRAWN: DWG 110. REV FOR MASON RYCNCRETE INSTLLATIO 44 2) AT EACH END/OFO INS A LATIONA CLIP.INSTALL USE H OTWO scALE NTS DATE 01 f 1 1 f 12 LES V.L. OS so 30 OF 4 B ,/�MONA{.t TAPCONS PER CLIP. CLIP INSTALLATION L.ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE,NO R7023 Luis R. Lomas P.E. 434-686-0609 Tllomas@Irlemaspe.cam FL No.: 62514 REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/10/15 R.L. B REVISED ANCHORING NOTES 06/07/17 R.L. 0.212" J�j 3.800" 1 �:::] 1.125" f_ SECT5765 MULLION ALUMINUM 6005-T5.125"THICK 4.624" -j 1.891" 0.843" 0.781 " 1.562" O O -� J� 17 4X 00.171" 0.375" --I 1.000" SECT5768 CLIP ALUMINUM 6063-T5.093"THICK SIGNED: 1011612017 MI WINDOWS AND DOORS, LLC `\\\J�5 /R.Lo Iz 650MARKET STREET GRATZ, PA 17030-0370 `�v•*\GEIV NS�.9�+ 5765 VERTICAL MULLION =*• IAT 583 MULLION SPANCOMPONENTS yp OF �ty\ DRAWN: DWG NO. REVORIDP;G� �\ SCALE GATE Oa s01440 B // S�ONA�1�N\\\\ NTS 01/11/12 4 OF 4 L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC27023 FL No.: 62514 434-688-0609 r1lomas@14omaspe.00m Florida Building Code Online https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtD... 777 I mr, .d�{a..`,_ , .�"ktd.S.w•$.�.1. "_..a.. _ °N _W._ "`-rrv' z: EMS Home ! Log In User Registration ( Hot Topics i Submit Surcharge Stats&Facts Publications Contact Us„i BCLS Site Map Links Search �Eorida «f `Product Approval USER:Public User v;r;awP{t..Y. Product Aporoval Menu>Product or Aoolication Search>Aoolication List>Application Detail FL# FL15353-R4 Application Type Editorial Change Code Version 2017 Application Status Approved 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 Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer F7� Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Luis R Lomas, PE the Evaluation Report Florida License PE-62514 Quality Assurance Entity American Architectural Manufacturers Association Quality Assurance Contract Expiration Date 12/31/2020 Validated By Steven M.Urich,PE I Validation Checklist-Hardcopy Received Certificate of Independence FL15353 R4 COI FLCOI.odf Referenced Standard and Year(of Standard) Standard Year AAMA 450 2010 Equivalence of Product Standards Certified By Sections from the Code ' of 3 1/6/2020 1:05 P\, Florida Building Code Online https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtD... Product Approval Method Method 1 Option D Date Submitted 06/19/2019 Date Validated 06/19/2019 Date Pending FBC Approval 06/27/2019 Date Approved 08/13/2019 Summary of Products FL# Model,Number or Name Description 15353.1 5764 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R4 II 08-01448B.pdf Approved for use outside HVHZ:Yes Verified By: Luis R Lomas,PE PE-62514 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8"x 84". Max mullion FL15353 R4 AE 512072B.pdf span: 104-1/4". Created by Independent Third Party: Yes 15353.2 5764 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R4 II 08-01439B.odf Approved for use outside HVHZ:Yes Verified By: Luis R Lomas,PE PE-62514 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8"x 84". Max mullion FL15353 R4 AE 512063B.odf span: 83" Created by Independent Third Party:Yes 15353.3 5765 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R4 II 08-01449B.pdf Approved for use outside HVHZ:Yes Verified By: Luis R Lomas,PE PE-62514 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8"x 84". Max mullion FL15353 R4 AE 512073B.pdf span: 156-3/8" Created by Independent Third Party: Yes 15353.4 5765 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R4 II 08-01440B.odf Approved for use outside HVHZ:Yes Verified By: Luis R Lomas,PE PE-62514 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8"x 84".Max mullion FL15353 R4 AE 512064B.pdf span: 83". Created by Independent Third Party: Yes 15353.5 CM-18514 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R4 II 08-01442B.pdf Approved for use outside HVHZ:Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:Max single window size: 52-1/8"x 84". Max mullion FL15353 R4 AE 512066B.odf length-83". Created by Independent Third Party:Yes 15353.6 CM-18520 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R4 II 08-01451B.pdf Approved for use outside HVHZ:Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Max single window size-52-1/8"x 84".Max mullion FL15353 R4 AE 512075B.pdf span- 156-3/8" Created by Independent Third Party:Yes 15353.7 CM-18523 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R4 II 08-01452B.pdf Approved for use outside HVHZ:Yes Verified By: Luis R Lomas,PE PE-62514 2 of 3 1/6/2020 1:05 PM 'Florida Building Code Online https://floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtD... Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size-52-1/8"x 84".Max mullion FL15353 R4 AE 512076B.Ddf span- 104-1/4". Created by Independent Third Party: Yes 15353.8 CM-18531 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R4 II 08-01443B.Ddf Approved for use outside HVHZ:Yes Verified By: Luis R Lomas,PE PE-62514 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8"x 84". Max mullion FL15353 R4 AE 512067B.odf span-83" Created by Independent Third Party:Yes 15353.9 CM-18532 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ:No FL15353 R4 II 08-01453B.Ddf Approved for use outside HVHZ:Yes Verified By: Luis R Lomas,PE PE-62514 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size-52-1/8"x 84". Max mullion FL15353 R4 AE 512077B.Ddf span- 156-3/8" Created by Independent Third Party: Yes 15353.10 CM-18533 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R4 II 08-01444B.Ddf Approved for use outside HVHZ:Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8"x 84". Max mullion FL15353 R4 AE 512068B.0f span: 83" Created by Independent Third Party:Yes 15353.11 CM-18534 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R4 II 08-01454B.Ddf Approved for use outside HVHZ:Yes Verified By: Luis R Lomas,PE PE-62514 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8"x 84". Max mullion FL15353 R4 AE 512078B.Ddf span: 156-3/8". Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your a-mad address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emaits 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: �Ch�ck Credit Card Safe 3 of 3 1/6/2020 1:05 PNI ,� P City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: rr 0 /(Wj 0 Date Received: Site: 6dY7 / 7V ST Permit Type: Approved w/no comments:El Approved w/the below comments: Denied w/the below comments: F1 This comment sheet shall e-kept with the permit and/or plans. JAN 2 9 2o2V Kalvin S rtzer—Plans Examiner Date Contract Kr or Homeowner (Required when comments are present) INSTR#2020018457 OR BK 10047 PG 1 8 Page 1 of 1 02/03/2020 12:38 PM Rcpt:2131493 Rec:10.00 DS:0.00 IT:0.00 Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller Permit No. Pamel ID No 11-26.0010.21300-0030(CARD:001 OF 001 ) NOTICE OF COMMENCEMENT Stale of County of THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real property,and In accordance with Chapter 713,Florida Statutes, the following information Is provided In this Notice of Commencement 1. Description of Property:Parcel Identification No.CITY OF ZEPHYRHILLS PB1 PG54 LOTS 3&4 BLOCK 213 Street Address: 6047 17TH STREET,ZEPHYRHILLS,FL 2. General Description of Improvement REPLACE(15)WINDOWS SIZE FOR SIZE 3. Owner Information or Lessee Information ifthe Lessee contracted for the improvement LORRAINE MOREL 5751 13TH ST Name ZEPHYRHILLS FL Address City state Interest in Property. OWNER Name of Fee Simple Titleholder. ._._..._(U.ddferemLftm-OvmerJisledabove: ._ -..__�_ --- - •• Address CARROLLWOOD WINDOW 8 DOOR City State �4 4. Contractor. 1 Name r1 'ak 6025 N US HWY 301 Tampa FI „e,• o Address CIty State Contractor's Telephone No.: 813-626-7675 5. Surety: Name om�• 7 y� '`; Address City State �® Amount of Bond:S Telephone No.: $• •. 6: Lender:' Name Address CIry -state .- Lenders Telephone No.: -•- - .. 7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7),Florida Statutes: Name 'Address City State Telephone Number of Designated Person: W a. In addition to himself,the owner designates of— Q I— U —t J to receive a copy of the Uenors Notice as provided in Section 713.13(1)(b),Florida Statutes. U) W LL (n r O U LL- Cr Telephone Number of Person or Entity Designated by Owner. CJ C) 2 O } 9. Expiration date of Notice of Commencement(the expiratlon date may not be before the completion of construction and final payment to the — 0 U) J (N J -- - - -' corifrectur;out cute oe crie year rrcm iice'Gal'e oMacomik/g.ui8ess u YL••Ob'rarii'd6lo i�aai;CGad): LU WQ WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNERAFTER'THE EXPIRATION OF THE NOTICE OF COMMENCEMENT W ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713. PART I. SECTION 713.13. FLORIDA STATUTES,AND CAN o• IY W Z J RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE lta O = Q Y RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT u- 1— O — WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. W LL- W W Under penalty of perjury,I declare that I have read the foregoing notice of commencement and that the fad W s stated therein are e to the best :E } O c) O U r of my knowledge and belief. �Q STATE OF FLORIDA c r Cp fV�, - Q �T CO/{�/>__ I C9 = U OZ J COUNTY OF PASCO L�Q s �^'�' t X`l►11 3 s d/i s rn 1 I— J Q Sf natu of Owner or Lessee,or Owners or Lessee's Authorized '— Officer/Director/Partner/Manager a � LU m z 0 O � X0: Lt_ = ¢ N Slgnaa,,toory''s��Tiitle/Office I� 0 W O O p LIJ The foregoing instrument was acknowledgedbefo me this�dayof 2020by O O r as - 7 10 (type of authority,e.g.,officer,trustee,attorney In tad)for r Z (A ✓ (mama of party on behalf 0 whom sWmem -executed). 0 (n Q J W Q Personally Known I]QR Produced Identification Notary Signature vl J W Fed �kRIV), Name(Print)�r z H H H O Type of Identification Produced - } In�P S �i Z m ••..- DOLLY SANTORA X, Notary Public-State of Frorica Apo; Commission?GG 3425 Z6 ?a µy Comm.Expires Jur 6.2023 Bonded through National Notary Assr. wpdetalbcslnaticecammencement_pcO53048