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Home My WebLink About21-3291City of ! ill 5335 Eighth Street Zephyrhills, FL 33542 BNR-003291-2021 Phone: (813) 780-0020 Issue Date:.= Fax: (813) 780-0021 Permit Type: Building New Residential 04 26 21 026Q QOOQQ Q410 36812 Yesler Dr v \ `•;- \\\ \, .\ \\.\ \ \ti \ v \\,\ \\ r `\. S \ vy v t \ v v t-t � �. Name: LINKS AT CALUSA SPRINGS LLC Permit Type: Building New (Residential} Contractor: K FIOVNANIAN FLORIDA Gass of Work: SFR Construct OPERATIONS LLC Address: 2301 Lucien Way 260 Building Valuation: $215,946.00 MAITLAND, FL 32751 Electrical Valuation: $6,300.00 Phone: Mechanical Valuation: $5,200.00 s Plumbing Valuation: $5,900.00 a Total Valuation: $233,346.00 Total Fees: $15,322.14 Amount Paid: $15,322.14 Date Paid: 12/21/2021 12.31:53PM CONSTRUCT SINGLE FAMILY 3,280 SQ FT .oK, v � ?�v y v t v A � v > ' v � � \ , ��1C V�`\v `t1 \. v\ ��:` v r� �� ,l vA\.v \{S. v � x v ti♦ t i��y t > Electrical Plan Review Fee $35.75 3/4 Water Meter Fee (Cale) $732.71 Mechanical Permit Fee $66.00 Electrical Permit Fee $71.50 Driveway Fee $45.00 Public Safety Impact Fee -Police $254.00 Public Safety Impact Fee -Admin $26.35 Plumbing Plan Review Fee $34,75 Mechanical Plan Review Fee $33.00 Irrigation 3/4 Meter (Cale) $732.71 SIF 1 percent Fee $83.28 Water Connection Residential Fee $1,010.00 Building Permit Fee $1,119.73 Address Fee $30.00 Plumbing Permit Fee $69.50 School Impact Fee - Single Family $8,328.00 Building Plan Review Fee $559.86 Sewer Connection Residential Fee $2,090.00 EIN PECTI N FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. "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 add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE Ilr IT OFFICE jj6jQ%q " i%i 813-780-0020 City of Zephyrhills Permit Application Building Department Date Received 407 257-6940 nan==CCaxn= nor Phone Number 407-257-6940 Owner's Name ovines Address LIC en Way, Ste 26Q, Haitian FL 327 1 Owner Phone Number Fee Simple Titleholder NameEN/A:Owner Phone Number wsw S�PRING� 04 26 21 0260-00000. 0 $UBDIVISION [LJ:N:KS:�ATCAL�USA PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR INSTALL ADDIALT REPAIR SIGN DEMOLISH PROPOSED USE SFR X E] COMM OTHER TYPE OF CONSTRUCTION E)-D BLOCK E:] FRAME STEEL 32-130 DESCRIPTION OF WORK BUILDING SIZE TOTAL Under 1444- MBUILDING U3 =qraR VALUATION OF TOTAL CONSTRUCTION MELECTRICAL rASERVICE 150 PROGRESSENERGY W.R.E , C. 6,300 =00]MP [R-]PLUMBING E5,900,QQ MUATION OF MECHANICAL INSTALLATION MECHANICAL E5,200.00 VAL =GAS QU ROOFING SPECIALTY OTHER FINISHED FLOOR ELEVATIONS =q�-7q FLOOD ZONE AREA =YES MM:] NO - -- ............ -- ........ AIR FLOW DESIGNS, INC. CAC181 23 250 Jasmine Rd., Cat:11"i'll'11,11:1,11Y FL 32707 IH-17" I tit I H7 RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set ofEnergy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction plans, Starmwater Plans w/ Slit Fence installed, Sanitary Facilities & I dumpstw, Site Work Permit far subdvisionsliarge 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 & I 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 (copy of contract required) urvey/Footage) Reroofs if shingles Sewers Service Upgrades AIC Fences (PIOUS L RRE, shall be a minimum of 8" above the road elevation raid art engineered site plan, 2. Lots shall be graded to comply with R401,3 of theF.B,C. 3. Croiropaction test required if 24" or more of fill dirt is brou'ght in at any one, place. 4. Tie in survey required before pouring concrete, 5Driveways require a R,O,W.rise permit. All 4 sides of driveway thru the sidewalk shall have expansion material. 6All sefoacks shall be met. 7, All property markers shall be uncovered and marked at time of first inspection. 8, All A.D.A. requirements shall be met. 9. No electric, plumbing, mechanical, or framing shall be covered without an inspection and approval first, 10. All Garages shall comply with section R302.6 of the F.B.C. (Fire Separation). I I. Appliances shall not be installed in a location where subject to mechanical damage unless protected by approved barriers. M303.4 of the F,B,C 12, Water heaters shall comply with section P607.3 of the F. B.C. 12. Foundation supports forkC units shall be raised at least 3" above finished ,rade, M1308,1 14. Return air in all bedrooms. F.B.C. M1620.4 15. Smoke detectors are to be installed in accordance with R313,1 of the F.B.C. M All glazing requirements are to be in accordance with R308.4 of the F.B.C, 17. All means of egress are to be in accordance with R311 of the EB.C. 18. "Green gypsum board" shall not be used as a backer in showers or tubs, R702.4.2 F.B.C. 19. Combination-ty e AM breakers are required at all locations requiring an AM type breaker. P 20. Carbon monoxide alarri-is will be required in new construction that uses fossil -burning heating or appliances or air attached garage, They shall be installed in accordance with the FRC, 21. All plumbing, mechanical, and electrical shall be separate fi-oin unit to unit. This includes all under&7ound plumbing and electric. 22, All 2016 N.E.C, Codes will be enforced. 23, Tamper- Resistant Receptacles in accordance with 406.11 of the 2016 N.E,C 24. In accordance with the Land Development Code, lots shall be sodded before final at least 10 feet around the structure. 25, R403,53Hot water pipe insulation Insulation for hot water pipe with a minimum thermal resistance (R-value) of R-3 shall be applied to the following: Piping V, inch (191 rnm) and larger in nominal diameter. Piping serving more than one dwelling unit. Piping located outside the conditioned space. Piping from the water heater to a distribution manifold, Piping located under a floor slab, Buried in piping, Supply and return piping in recirculation systems other than demand recirculation systems, 25. Blower door test shall be provided before C.O. 26. a,11 dynes. 27. ernift be re inaL 28. F.F.E.-Finished Floor Elevation F.B.C- Florida Building Code 6�Edition R.O.W.-Right of Way A.D.A.- Americans with Disabilities Act N.E.C.- National Electric Code (2016) L;Ily OT /_ePr1yIrIII16 1" [ I I Building Department Owner'sName Ilia KSAT' CALUSAS Owner's Address 2301 Lucien W2\1 5tp M Fee Simple Titleholder Name Fee Simple Titleholder Address JOB ADDRESS 4 SUBDIVISION WORK PROPOSED 111W CONST11 INSTALL PROPOSED USE SFR X TYPE OF CONSTRUCTION BLOCK Owner Phone Number Owner Phone Number Owner Phone Number FARCEL �100 ADDIALT SIGN DEMOLISH REPAIR Comm OTHER FRAME STEEL DESCRIPTION OF WORK INEW SINGLE FAMILY BUILDING SIZE TOTAL Under Root — SQ FOOTAGI!Jj�� HEIGHT IZDBUILDING VALUATION OF TOTAL CONSTRUCTION [�DELECTRICAL AMP SERVICE150 PROGRESS NERDY W,R.E.G. ZDMECHANICAL F$ ----------- I VALUATION OF MECHANICAL INSTALLATION =OAS ROOFING SPECIALTY OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES X NO BUILDER COMPANY SIGNATURE REGISTERED I Y/lid FEE CURREN YIN Address License ELECTMOIAN COMPANY SIGNATUO REGISTERED L7=Y I =N FEE CURREN YIN Address License# COMPANY REGIST ig�� SIGNATURE ERED Y/N FEE CURREN YIN Address P,O. 3 License MECHMICAL COMPANY SIGNATURE REGISTERED Y I N FEE CURRYIN CURREN �� Address License # OTHERRCEO FER COMPANY SIGNATURE REGISTERED YIN FEE CURREN YIN Address License # nSIDENTIAL AtWch (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/ %t Fence installed, Sanitary Facilities & I dumpster Site Work Permit for subdiAsionsfiarge projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page. (1) set of Energy Forms. R-O-W Permit far new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, storm ter Plans wl Silt Fence installed, Sanitary Facilities & I 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. _rTT_rrrr_rT-rT_rTT Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement Is required. (AIC upgrades over $7600) 1 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 Sbwers Service Upgrades A/C Fences (Plot(Survey/Footage) Driveways -Not over Counter if on puhfic roadways. needs ROW Yqpj" personally know flq�r hasthave produced identification. —Notary Public Commission No. G 31812 CON Subscribed and or affirmed before me this byJAbAS OWIE CLARK ave produced as Ident1fication. d. Notary Public Commission No. Sara (Rivera Sarah j Rivera Name of o rrName of Notary typedr rt o s m PRv+L SARAH J RIVERAnug SARAH J RIVERA in da State o on - State of Florida Notary Public Notary Public Commission # GG 331812 Commission # GG 331812 My Comm. Expires May 7, 2023 My Comm. Expires May 7, 2023 dF v .11' Bonded through National Notary Assn." Bonded through National Notary Assn. DESCRIPTION: LOT 41, LINKS AT CALUSA SPRINGS, AS RECORDED IN PLAT BOOK 81, PAGES 74-79, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. THE PROPERTY DESCRIBED HEREON IS LOCATED IN FLOOD ZONE "X" PER FLOOD INSURANCE RATE MAP NUMBER 12101CO289F, EFFECTIVE DATE SEPTEMBER 26, 2014, COMMUNITY No. 120235 PANEL 0289 F. wu LEGEND: Wy- -a— 'P: —.--E 0.E6=a0daaTER0a CN'wm — .-Mrrau� re -Mld�w� — = .1m. — abc=SEaTft --T"— .—WTee StasEi IRPYRW WATER VALVE E0.9CA�NT pg�F.. —m— .— ' I .' a." =--1— -'RE EA�dKT —ITM ar7 A =WuSET -Ur—ME -CO-R rlrl� I�A- ma— ---aa.— 66 SOD AND CONCRETE CALCS Total Sod Area in Total Lot Area in Square Feet ± Total RAV,1od Total Card. Walk Square Feat t (InClUdas rpht,4-way area beaw Square Feet t Square Feet vs property Me and back of Curb) U01 42 A05.,311 I Grade SVaa C.O.- ?'ei'aael "aa-bs ao" 99, vsa BASIS OF BEARINGS: THE CIL OF R/W OF YESLER DRIVE BEARS N.14'35'32"W. PER PLAT. 413 40,471' 'T �z 0 0 0 30 4A7 Poap..d 304 P7T Lot Tree 47 0N 40,47' Em NO EXISTING TREES per approved GRADING PROPOSED TREES & DRAINAGE PLAN. SHOWN ON LOT PER Drainage TREE PLANTING PLAN. Flow Arrow Sidewalks & Gutters per approved PAVING GRADING AND DRAINAGE PLAN -A. 5-250 2825 N/A --279--7 N/A Datum Conversion �F A/C Pad A,q Punt Proposed Lot NGVD 1929 - 0.84'= (NAVD 1988), :,ay TotaIqComFDdVe:,ay Total Core, Apron a Total R/W Walk Square Square Lot Grading Type S ue der S uare der Square Square Feet S Feet i "t± Coverage (PAGP) VERTICAL DATUM NOTE: lif!111 �291 THE ELEVATIONS SHOWN HEREON -----N—/A----T —N/A —9 3-0 -/a —AM ARE REFERENCED TO NOVO 1929. in ffljmcflmzmz�� =�Mjk`!U Email T DAIE OF SCOU R. POKER FLORIDA REGISTERED LAND SURVEYOR NO. 5185 Survey Date: NIA hN Engineering & Surveying Corporation 8515 Palm River Road Tampa, Florida 33619 (813) 621-7841 (813) 684-1832 (fax) www.lesc.com I LB. # 3913 0WOM rl 14 I PASCO COUNTYj FLORIDA Permit No. Date Permitt—edT — — 'C -liulider Name/Owner Name /—A Control # County Parcel No. WSubDiv: Address/Location ClaSsificationfrype of Use I-wk TRANSPORTATION IMPACT FEE Rate: Sq. Ft Unit: —4-26—c— Exempt El Ves E] No How Determined Impact Fee Amount one No. _ TAZ: Account (056) SingIO-Farnily Detached House Amount $ �7-& (057) Mobile Home --f�t (058) Other Residential 123) Collection Fee Exempt Yes D No How Determined 60 Land Account Land Credit — Land Total Recreation Account Recreation Credit Recreation Total Zone TOT ALAMOUNT Exempt El Yes D No How Determined LI if FEE Land Account' Land Credit Land Tote . I Facility Account . Facility Credit Facility Total Exempt Dyes No How Determined . Total AMount-'-'� L---" TOTAL AMOUNT EAU ------------ Checked By -4MITTIAGOIFFICE0 PASC0001 AcknoWedfoemont below doas not lmPly aCCOPtOrWA Of Concurrence, but slmDlv rerArAlk ?1 1 &LIA(Irs"L �-, 1-TU'lWillal i R * I �1 14 i; 0.4 1 RECEIPT NO, -.DATE BY -'lorida Building Code Online https;,`/tloridabuilding,or /pr/pr app dtl.aspx?pararn= w(,je:VXQ tf) v ��`S2 �r,'� ra Yru� V''�;�tiy AZ't l��i',a��sZ`� ��'ylz�;,��''L'�.r�1�,�Z�yj�{k,��, ti�L��Ci}�tt�tt}k ��L��`ir ��, �; � '"� .._,�. �k �t••<. i; sCTS Hrome Log In User Regetrator Hot Topics Sttbmr, Surcharge StatS & Facts Pubiicatiorni Contact Us BC15 Site Map tanks Search e�,)Product Approval 7USER: Public user dboria01 r .t vct in f w 1 m 4iv F o4v;A Qr,sppN,,AkVn .;. yr Q" ` .a�`tt .,. 4ESd i.iti[ > Application De ad Ft. # FL22363-R6 Application Type Revision Cade Version 2020 Application Status Approved *Approved by DBPR. Approvals by RBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Masonite International Address/Phone/Email 1955 Fow°rs Road SHALL€ West Chicago, IL 601 0D Rp .r A x (song 663 3667 t � l �N � E 6 � � � �� Cir )D ssCheeiber tmastHiteAM Ciro'0F,' ,y Authorized Signature Steve Schreiber O IDt A ��E's sschreiber@masorilte.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Sobcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) DATE, tp � Hy AN Exterior Doors y . Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute X ASTM E1886 2013 ASTM E1996 2014 ASTM E330 2002 TAS 202 1994 Equivalence of Product Standards Certified By Florida Building Code Online Date Validated Gate Pending FBC Approval Date Approved FL # 223611 L* w https.`tloridabuildin�-Y.or&�,ipr'l)i'_app__dtl.aspx` param—w(iUVXQwtl)... 11/23/2020 11/29/2020 Fiberglass Side -Hinged Door Unit 6'-8" Opaque I/S Single Door Limits of Use Approved for use in HVHZ,. Yes Approved for use outside HVHZ: Yes Impact Resistant. No Design pressure: +60/-65 Other* Evaluated For use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed. 3` 0" x 6-8" max nominal size. Hurricane protective system required in HVHZ, but not in the Wind Borne Debris Region. See DWG-MA-Wi.0187 for details. Certification Agency Certificate Quality Assurance Contract Expiration Gate 05/31/2025 Installation Instructions Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports 1`11,22363 R6 A!", 51401141B,pq'f Created by Independent Third Party: Yes 22363.2 Fiberglass Side -Hinged Door Unit ; 6'-8" Opaque 0/5 Single Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ. Yes Impact Resistant: No [resign pressure: +60/-60 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirement, do exceed the design pressures listed, T-0" x E'µ8" max nominal size, Hurricane protective system required in HVHZ, but not in the Wind Borne Debris Region, See DWG-MA-WL0187 for details, 22363.3 ; Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ, Yes Approved for use outside HVHZ: Yes Impact Resistant, No Design Pressure: +50/-50 Other, Evaluated for use In locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed. 12`-0" x 6'-8" max nominal size. Hurricane protective system required in HVHZ, but not in the Wind Borne Debris Region. See DWG-MA-WL0187 for details, 22363.4 I Fiberglass Side -Hinged Door Urdu Limits of Use Approved for use in HVHZ, Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-40 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed, 12'-0" x 6'-8" max nominal size, Hurricane protective system required in HVHZ and the Wind Borne Debris Region, See DWG-MA-WL0189 for detail', Certification Agency Certificate Quality Assurance Contract Expiration bate 05/3112025 Installation Instructions F t,x. ,:fit. 3 R6 11 FL'018 ,pri Verified By: National Accreditation & Management Institute Created by independent Third Party: Evaluation Reports Created by independent Third Party: Yes 61•8" Opaque I/$ or O/S Single or Double Door w/ or w/o Sidelites .... Certification Agency Certificate FL2236',`3 flit C CAC N1013717,17 R4,pal Quality Assurance Contract Expiration Date 05/31/2025 Installation Instructions lL r',,36 €R6 iI 410187 pdt Verified By: National Accreditation & Management Institute. Crenated by Independent Third Parity: Evaluation Reports i ,'d6... R6 At, f 4Q0tB pfit FL2Z363 rR6 i?;E 51 gat 1,, B .t,?r Created by independent Third Party: Yes 6'-8" Glazed I/5 or 0/5 Single or Double Door w/ of w/o Sidelites Certification Agency Certificate f R(t ,. l,A Quality Assurance Contract Expiration Date 05/31/2025 Installation Instructions R ,.,5 ,,,, 3t R6 a l ; s ,. 189, rFf' Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports s i, ° „ 63 Fit} AE a 1 r0t 8133,puif 5 t ram„ \*,i,rtj, Created by Independent Third Party: Yes 22363.5 ! Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ. Yes 6-8" 3/4-1-tie Glazed 1/5 or O/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate 4t,''+f F; t... CAC' tgltit3;x>?.%4A r',3,'=0 1 . Florida BUilding Code Online protective system required in HVHZ and the Wind Horne Debris Region, See DWG-MA-WL0193 for details, littps-.//foridabLiildiii car/prfpr_app_dtIasps`7pardrn=wGE;VXQwtI)... 22363.6 ! Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ. No Approved for use outside HVHZ.* Yes Impact Resistant. Yes Design Pressure.. +50/-50 Other. Evaluated for use in locations adhering to the Florida Building Code, excluding the High Velocity Hurricane lone, and where pressure requirements do exceed the design pressures listed, 12'-0" x 6'-8" max nominal size. Hurricane protective system not required it the Wind Borne Debris Region, See DWG-MA-WL0195 For details. 223 3 R6 At 51<a004 3t',.pdf Created by Independent Third Party: Yes 6-8" Impact Glazed I/S or 0/5 Single or Double Door wJ or w/o Sidelites Certification Agency Certificate Quality Assurance Contract Expiration Date 05/31/2025 Installation Instructions Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Yes 22363.7 Fiberglass Side -Hinged Door Unit 8'-0 ` Opaque I/5 Single Door Limits of Use Approved for use in HVHZ. Yes Approved for use outside HVFlZ. Yes Impact Resistant. No Design pressure: +60/-65 Other* Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed, 3`-0" x W-O" max nominal size, Hurricane protective system required in HVHZ, but not in the Wind Borne Debris Region, See DWG-MA-WL0188 for details. Certification Agency Certificate r1,22 363 R6 t CAa _, t 1 1371 f.,1F r s,F,wi Quality Assurance Contract Expiration Date 05/31/2025 Installation Instructions Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports t: 22363 R6 rAL 3.14009(3 p,If F1,22363 R6 AE 51 013t Fall Created by Independent Third Party: Yes 22363,8 Fiberglass Side -Hinged Door Unit W-0" Opaque O/S Single Door, (Limits of Use Approved for use in HVHZ. Yes Approved for use outside HVHZ. Yes Impact Resistant: No Design Pressure: +60/•60 Other. Evaluated for use In locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed. X-0" x 8`-0" max nominal size. Hurricane protective system required in HVHZ, but not in the Wind Borne Debris Region. See DWG-MA-WL0188 for details. 22363.9 i Fiberglass Side -Hinged poor Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ. Yes Impact Resistant. No Design Pressure. +50/-50 Other: Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed. 12`-0" x R-0° max nominal size. Hurricane protective system required in HVHZ, but not in the Wind Borne Debris Region, See DWG-MA-W1.0188 for details. z _ 22363.10 Fiberglass Slde Hinged Door Unit Limits of Use Approved for use in HVI-1l Yes Approved for use outside HVHZ. Yes Impact Resistant: No Design Pressure. +40/-40 Other; Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, Certification Agency Certificate FL22333 R6 C FCC. rH01 17 3` €,3,,,cJ0 uaiity Assurance Contract Expiration bate 05/31/2025 Installation Instructions t: ..,: .,, Es„ 'tit !. slt,t "s Sys t}i.i Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports yy Created by Independent Third Party: Yes 8'-0" Opaque 1/5 or O/S Single or Double Door w/ or w/o Sidelites Certification Agency Certificate Quality Assurance Contract Expiration hate 05/31/2025 Installation Instructions Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22 3'6 R air; 5141Ci r d Created by Independent Third Party: Yes 8`-0" Glazed I/5 or O/S Single or Rouble Doom w/ or w/o Sidelites Certification Agency Certificate Quality Assurance Contract Expiration Date 05/31/2025 Installation Instructions Verified By: National Accreditation & Management Institute Florida Butilding Code Online hit ps:,"Ifl oridahu I Id i ng.org/pr/pr app_ dtl.aspx?paraiii--wGEVXQwtf).,, 22363,11 i Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZz No Approved for use outside HVHZ, Yes Impact Resistant, Yes Design Pressure, +40/-45 Other: Evaluated for use in locations adhering to the Florida Building Code, excluding the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed, 12'-0" x 8'-0" max nominal size. Hurricane protective system not required in the Wind Borne Debris Region, See DWG-MA-WL0196 for details. 22363,12 i Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ. No Approved for use outside HVHZ: Yes Impact Resistant, Yes Design Pressure, +45/-40 Other: Evaluated for use in locations adhering to the Florida Building Code, excluding the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed. 12'-0" x 8'-0" max nominal size, Hurricane protective system not required in the Wind Borne Debris Region. See DWG-MA-WLQ196 for details, 22363.13 i HPC Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHIZ; Yes Approved for use outside HVHZz Yes Impact Resistant; No Design Pressure., +47/-47 Other, Evaluated for use in locations adhering to the Florida Building Code, Including the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Hurricane protective system required in HVHZ and in the Wind Borne Debris Region, Door top rails stamped "HRC", See DWG-MA- WL0192 for details, 8'-0" Impact Glazed 1/5 Single or Double Door w/ or w/o Sidelites Certification Agency Certificate FL22_ 63 R(5 C CAC, N101,3,71,7,Q9 Quality Assurance Contract Expiration Date 05/31/2025 Installation Instructions Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22,36,`� R6 AE 514Q'071-3pdf rL223(u3 R6 A ' E 514011B,palf Created by Independent Third Party: Yes 8'-0" Impact Glazed O/S Single or Double Door wit or w/o Sidelites Certification Agency Certificate R(i p,lf Quality Assurance Contract Expiration Date 05/31/2025 Installation Instructions FLZ2363 R,6 11 FLQJy)6,pd1 Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL22363 R6 Are 5140(i7b,ptif Ft-e236,3 R6 At-, 514011Bpaf Created by Independent Third Party: Yes 8'-0" Glazed I/S or O/S Single or Double Door wl or w/o Sidelites Certification Agency Certificate Quality Assurance Contract Expiration Date 05/31/2025 Installation Instructions F1,222363 R6 11 FL0192,pc)1! Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports 31p,3 RG A[ 514()Q)7B,paf Ft,22,',363 RE) AE 1,c 14011 B,ptlf Created by Independent Third Party: Yes 22363 14 1: HPC Fiberglass Sude-Hinged Door 6'-8" Glazed I/S or 0/5 Single or Double Door wl or w/o i Unit Sidelltes Limits of Use Approved for use in HVHZ; Yes Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure: y 50/ - 50 Other; Evaluated for use in locations adhering to the Florida Building Code, including the High Velocity Hurricane Zone, and where pressure requirements do exceed the design pressures listed. 12'-0r' x 6'-8" max nominal size. Hurricane protective system required in HVHZ and the Wind Borne Debris Region, Door top rails stamped "HPC", See DWG-MA- WL0191 for details, Certification Agency Certificate F'L22,363 R6 '(-, CA(; N1013717,02 R,S' Quality Assurance Contract Expiration Date 05/31/2025 Installation Instructions fl�L,2236,3 R6 11 tL0191,p,,Jt Verified By, National Accreditation & Management Institute Created by Independent Third Party; Evaluation Reports FL22363 RO AE 51,10086,p�'If F,L22363 R6 A�,,, 514(,)12B pW Created by Independent Third Party: Yes oi'ty6a Vh 2041 blair ytorie Road, Talalracsee Fi_ 32399 PM , 1- one 850 -4 87 I624 Ai;,CxSsjcIc `statement , I y $o4 t Me, t ivefkprid $tyberen� Under Florida Ow, eirarl addresses are prid4c. recortis it you do not want your a mail ad0reys reeasecl in response to a FBWO-,szouts eciriesirt co not Send eiecrromc Mail to this entlo,. Instead, corffi tact the orrice try phone or by pixaloonal mail, If you have any cluesto,s, grease contact 850 487,1395, *pursuant to section455 .2 75(l), Florida statutes, effective October I; 2012, IK:ensees licery,ecl under Chapter 455, R5. must provide the Department will'. an ernall address if they have one, The errialls; provoled rniv be used to, offithil communicabori with tie licensee However email addresses are public record If you do not w6h to Supply a per',iDnal 11 u� th. n.11-1,Pr 1 111, .1 11 1, — —H., 11 1 " — I ., rl—I., Iv, — & _� NOTICE OF PRODUCT CERTIFICATION to .part°. Masonite International Corporation Certification cation No.: 113717.17-R4 ' ry 1955 Powis Road Certification Date, 5/12/2017 •t Chicago, IL 60185 Expiration Date: 05/31/2025 Revision Date. 11/ 1/2020 Product: Fiberglass Opaque Inswing or Outswing Door w1 'r?CBd wId3 4)n-it3p:3#'t Rated +%i3d4.'.l3tE:s y (" o `r me € r t£`orldwi e Eoor#lposite name' unless ss noted) Specification: 'rAS 2I12-94J.4.. S'T ".:3 30- j'ASTM 18 6-05/1. 9.a/ASTM 1996- /14a lmpac t: Missile Level D Non -impact Glazing: Insulating glass (Tempered) e of Product c erti icafiaon- is only valid if the NAMI Certification Label has been applied to the product as described within this docunsent. The certti-scatirona la2seE represents for its' to the applicable specification and that all certification criteria has been satisfied. This Product has been approved for listing within N AMI"s C;erfsrie(t Product Listing #nicerf i1cation.ca . MI's C ert#fncs,!tq n Prc£� m is accredited be The .A erica## National Standards Institute (ANSI). Inewino Glazed Structural 1 Water Missile `lest Report Number #ratacsrn or for Maximum Design g Nest Impact Drawing Number & @'## 5k'MaB. i @.#E' size Pressure Pressure Rated C t Comments _ �+''^J�.Ti { > ,$3 OE3"iU'i:C `t'S9"'� G%' 'r-y-S))-ii t3ti,.5 !�3E a O's t)l.7i Hle ` 4v� ,Y, zr3 }.' "tili. _(j(s ... filst 5 c� _fb_, ul ,.=,.;11'11. M s}A.y. fl, Pi'` x I'C" }) fUti%:„- 6 ..-..,�. vv.. 5 3 A N X' €Fs .,,Eli,"uC 01A)i 0 ..w xv ,si'!_' _._.....� ati! i.x.Iur }>it.iaix .i1$ bi.i.S t €9j X"i-$ � x °; �. �pc3quc f3 i :%i ➢ V, "4, {i;t `,x:7 'S35} ()f 3)ar''' .i yQ's Al'N, 34 .'.iYl abic 2. J 4'',,'}s;SCr Li:; s.daCx> s} l da'`'ibs �'t i)n-. P.c}£3d->u,S .. r ., .,4„ ,. ,1 �{ rMt tNXs13' !:}g i£;tt c.3IsS+'.ets Sic3et3iC ,'-sA f 1 , 'f ' d`t "3 0" , f;".3_. �Slcic'.?;<u °ti C: � �.... !�"' Opaque i.)Of>i ,, {3 ix":i {�x�.' ',£),`5 33S? 6,+3";.:.'_ E.00rycs a<;,ai(. !tx2s i":i-I6: �.ix ".^,iE"{J+Xf fk. If "tik�-`. <, xl.rh d's "riflcli§' t•9arn.d '7ti'"*Li3TC rS t ' ,`)9C'i£i li4'-'+v <0 21s Opaque D003 WO" x 87 }i ps F i➢ow-'i' cs t t3 )% Opaque Door {, x 6S + 50" its ) rfs 6,0 P 1 E)OOr Yee 11_M vu 0! ,ra; Al Nc 10900 0€; W1,�3. a rWW ;97- ;33>sLISLE;S kilazc i zitiehle .� K( . 63i)!C£}tc3a ,Rttf- 12' ,x 6X'' Sn lelrte Glared Sidef to Sidel#tesNo {`x ^rite f ., „,+. i�l(').ii4iL lti41? ....',,,... H_ f r�,3t `35. ` D ,'=3.M Jb . £. �_76, §3 ,.v. �;>1' {i s },,> t Eft,z>i" 'f is _ 'SSd e Sizs 0azed SI#tf'hic M. a is: 1 3."' k Via > _. P. i'S25 }'+a,":, Side:.lac.: No irasSs.a U €zt>. 33'±£t, 'v4,� aLbiln :�_ sup9er £�#3i4Y ¢.e a� mr eTA. ta-,bold 2 -Aym i- Oxas injz `7)'#fi4^3hokl _i-tf -Dam {}1iY3.ing'f #frE' h otd 4-W-1815 S-°ks't3219#W1Ett f'ro T4 "rhresfas}fd 6-Dz 1t tiS HP Oi#1+SWEfltSf,' ii#ir£tihofU National Accreditation & Manavement Institute, Inc,147 4 George Washington Memorial Highway/Haves, VA 23072 'Tel, (8 4) £s 4-51241Fax. (804) 684-5122 NAMT AUTHORIZED SICa ATURE: z J, MASONITE 149' MAY OVER1,L, FRAME WIDTH, 2 " MAX. 35,37�5" MAX FISERGR L45S DWUNIT PA, - WIDTh NE 375" IAAX BLE DOOR WITH WrrHOUT SIDELAES WIAS7PAGAL FRAME VODJ�-, Lr.E "N LCx-ATlOms ADHER11w, TO 'URNG CODE AND PRESSURE S DETERMINED BY ASCE 'IMUM, VIR BVLDWI- AND OTHER SMUCTURZS, M DIE DESIGN PPIESSURFS USMO, N THE MGH VELOCIrf HURRZONE H 'EcTn't Sys'Em (sIf+,JT-!ERs) 6 PEIT'wRED, � -SORNE DEBRIS REGON, N THE WIND SYSTEM (SHV-ERS) IS REQUIRED, .E FLAME SPRFAC MOM Cr SC E2 OPEr, 'W)EX OF BID PER ASTM E84 W OESnMATM' FACMG LITE FRAU1, LME ASBY 01929 7S2 'F > 551, -F 740 '' > $50 'F 4r 0,SS M G-T7 til3haM 02 3 53A% ASTM 3-27 ar -717 00 J OF 'WORLDWIDE 4;OMPOSSF7E MAME (WHERE JI-FO), LW D1929__j 779 caladxft- -Alm I -�7-1 -16% —DF-1 MEN-SfLE UR NGT�1, AFTER WFATHERMC `DE7H01j 7112, XENON ARC v I if fl g H ji q d 1 —J j LA:ii0—WS& GEkERk NONIU- LOCAVONS a DETNLS OrATIONS I. DUALS < SL KURT 3,1,!-THAZOR FLOPIDA 156533 OWG_MA-FLO189 Lid ol kum x 2" #10 x 5/8' x 2' #10 x 5/8" #10 x I' #10 x 2-112" 10 x 1" #10 x 5/8*"� DEIkL--!Cf T R O/S THRESHOLD I 1,75" aiRl 1 '0.7- T TH ESHOLD dGH DAM O/S THRESHOLD I 1 A37' T as ce YsEEEwL Y D 'D' 2" DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. iEE OVAIL rm "�ASTRAGAL RETAJNER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375' THROW TRAGA M mm EG 9 0 SEE DETAIL 'C' SHT. 2 LUAIL JALYSIS FOR LOADING CONDITIONS PREPARED, D SEALED BY ROBERTO LOMAS, PE 162514) WITH THE LOWEST (LEAST) RO RATING FM THE DIFFERENT FASTENERS ISIDERED FOR USE. JAMB, HEAD, AND FASTENERS ANALY7ED FOR THIS UNIT INCLUDE SCREWS, 1/4- TAPCONS, AND #10 TEK SCREWS. SHIM MUST BE PLACED IN SHIM SPACE AT EACP )CATION. TAPCON EDGE DISTANCE MIN 2-1/2' EW EDGE DISTANCE MIN 3/4-- TEX SCREW EDGE 4IN 1/2" ,3' cl! SEE DETAILj I I I 1.25 MIN 0.25" TYPICAL MASONRY ANC40R INSTALLATION 1111 h� I 191 [4 101 Z01,111Q9091 9 F SCREW SINGLE SHEAR DESIGN VALUES COME FROM A, NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT " MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE :MBEDMENT OF 'KS BY OTHERS MUST BE ANCHORED PROPERLY TO LOADS TO STRUCTURE. )ESIGN VALUE STRENGTH OF ANCHORS 155 LBS. HARDNARE 5LHED'"T 1, KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED C T CENTERTLJIIN'IE X ULL MID SE 2. 4' X 4�" FULI MORTISE BUTT HINGES. a�MCORRUrATED 11OX2" WOOD SCREW r EACH END 6* FROM EACH ENE) AND 7* OC AND 12 OC 1.25, AMf CAULK CL MIN 0.25 MAX 't ix BUCK MASONRY COMBINATION WOOD COMBINATION WOOD ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) Oka* (3"r (4"rX SHIM EkCH END VCH EW IL -1 1- N' TYPICAL WOOD BUCK ANCHOR INSTALLATION INTEGRAL WOOD INTEGRAL WW MULLION (CHS) MULLION (CHS) �-z ISME N.T.S. I 5 NOTICE OF PRODUCT CERTIFICATION 3 G e§ g g g p ?�la"is#iti3ti itrt4'1'1'2tltiilal trr34it"sitr£339 Certification ication Nor.- N1 13717.04- 3 Company: Certification Hate: 0511212017 19 i ars Road West Chicago. 11, 60185 Expiration Date: 0-5!3112 25 Revision hate. 07r27/2020 rv, Fiberglass Glazed Inswing or Outswing Door .1 and w/o Non -impact mated Sidelites Product- 1,ess Stdelrtes (fc/W lod Flame orWorldwide 3i4 Liteof Less Doors w/ and w/oFull-Lite or Y..orttositi` Frame' unless noted) Specification: TAS 202-94/ASI'M.33 -02 Glazing: Insulating Glass (Tempered) 'I'lie label Cert§fns2ti0o i,abel has been applied to the product as des£ribtil within this clr cunient. certification represents irf p r<xtaact certification- is onit valid of the NAMI has, been satisfied..) This product iias been approved for fisting es ittilaa .�.'4l l's Certified Product @,istin fortuity to the applicable speelflca9acara seed tlsat all £ertlrl£atatiri £rl8es is lis, The American National standards Institute (,'�NSI), grew "f satttait sla. ;4 1's C €rtafication Pol-ra is accredited T Structural water tsstle Zest Report Number t�as tti; Glazed Design I west Impact Drawing Number as att am or oraxs ti Size Pressure Pressure Rate Comments Outs •trl#t €) ii �. ',." _..... 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Max `'r'i. ' 59 f U [5Door-No iTLN 10112, 1 �6 }i913 18. 41 ,.,1 .'i 3<'."vf4 �G ,.. i]?4Lkt S f asxS Srfa 3 i" x b R v,'Sidelim 1a L te v iG irxhcs MA-=L(-' _ u3i-Ua aMax ! -- 3-iia-Dasu Outs"ing Threshold 4-Nt-3�r2� °s-iltvrid'7a`$tte 4'rr� T4't"#srestienid 6-r�enuac�i; UP dT¢szxwia� tdaresis#�£ci isny�er oul", inn i hzeshalt9 2-33ennaes 7-Srraes out,wjn'r resiaeiid & Management Institute, Inc.f47 4 George Washington Memorial Highway/Hayes, VA 23072 National Accreditation Tel: (804) 684®5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: t)ll MASONITE. yrr :3/4�-LTITE :FIMBERZGLASS DOOR Ulyrr WrM/ 3LE DOOR WTH / WITHOU7 SIDELITES ! USE -N ',O'-A'frA* ADiEPWr TO tjflLrAmr CODE AW VOIERF PRESSURE AS 1--ERWMED BY ASCE 7, UNMUM FOP, SL4LDfNGS AND OTHER STPUURES, EFE THE DIESION PPES-SUPFS 1?-Wr, Z IN' T,'fE HiCH VELOCITY hVRRICANE ZOVE (H"Z), DTECTNE SYSTEM (SHI17ERS`' S REQUIRED �o iN T-,E W#0-80PNE OZ5MS REGfOk o-,EcTP,E Sys-TEM (SKmEes) Is Qtoui�ED CORE FLARE SPRfAD ',NOEX Of 50 _vELOPSO X OF W PER ASi M E84, ,"hot" DESKWATtM FACING LITE F}2A*E -115 FMF FM D1929 , "Ell' ! 752 " > 6501 740 'f A —111. W. Z 0,77 021143�. 53 41— T— F L2L�47—i _�_ASTW, D,638 3 2% DIFF 7-17 WG 3F WORLDW0E COMPOS9E FRAME (WHERE TION OlFsrKATKIN Rguu ifmp —!ASW Di-929 —,779i > 550 TENISPLE S7RENOTH AFTEIR WEATHER,'NG YFNIDN APC METt40C I 149' MAX .90`RAJ-' FRkMF WON 21 ' MAY 36,375' MAX, 21- MAX 37.5- MAX PANE-1-1 WIDiH D.LAJ—I FRAME 'WIDIN' 'WIASTRAGA-I q E -X Ls z 13 [3 E]r H L ---------- 31 Q2 —lB I f-S, &ogvlj.&�P M T DESCRIJIUM ].:0- �TCNS & �—DETkLS LOCAMONS & OETNLS WNW* I ,(LRT SALT' OR FLORIDA H.E. #56533 5 31 x 2" #70 x 5/8- 2' #10 x 5/8' #10 x 2-112" #10 x I" #10 x 8,* , DAL 'C" 0.962®1 cn11-11 T THRESHOLD BUMPER OZ5 THRESHOLD 1 !=!7n 1 .75' T THRESHOLD HIGH DAM O/S jHRESdOL SEE DETAJLfi — as -D' fip 2" Dff-AIL 'E' ASTRA ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHO�W. 1.4-37" till T HP O/S TEj9E5d0-L- EE DETAIL C. ra -"ASTRAGAL D RETAINER BOLT HOLE MUST BE DRILLETHROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW • TRAqAt 64, fall — JwAm- N.T.S. sr: Sws Ctac 9f: CALL ALYSIS FOR LOADING CONDITIONS PREPARED, ) SEALED BY ROBERTO LOMAS, PE 62514) WITH THE LOWEST (LEAST) ;ITING FROM THE DIFFERENT FASTENERS SIDERED FOR USE- jAMS, HEAD, AND FASTENERS ANALYZED FOR THIS UNIT INCLUDE SCRM, 1/4- TAPCONS, AND #10 TEK SCREWS, SHIM MUST BE PLACED IN SHIM SPACE AT EACH )COON, TAPCON EDGE DIST - ANCE MIN 2-1/2". EW EDGE DISTANCE MIN 3/4 , TEX SCREW EDGE AIN 1/2-. 3' ra SEE DETAL D' SW. 2 1.25 0.25' MIN TYPICAL MASONRY ANCHOR INSTALLATION INTO STEEL STRUCTURE MUST BE SUFFICIENT TO THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE SCREW SINGLE SHEAR DESIGN VALUES COME FROM A NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT ' MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MBEDMENT OF :KS BY OTHERS MUST BE ANCHORED PROPERLY TO LOADS TO STRUCTURE. )ESIGN VALUE STRENGTH OF ANCHORS 155 LOS- HMQ�ME_ac - - L 1KWIKSET SERIES D S 0 ADD 40GRADE 3 CYLINRICAL LATCH AND SERIES 980 GRADE 1 DELOCK HARDWARE TO BE INSTALLE1 98 C NTE F AT5-1/2- CENTERL),11,NE. T . X ULL Mo T 2. 4" X 4y FULL A�MORTISE BUTT HINGES. TED #rlq N X2- WOW SC 3. 1.25* l"Xl4UEoARCRrE D F"RoM ITHOCEND MIN s" AND 7' OC as A TO WLK ACIW LA CAULX CL i 1X SUCK MASONRY comem-noN WOOD COMBINATTOW-WOuD HOR INSTALLATION MULLION (BOXED) MULLION (BOXED) (3"N&IX EACH END INTEGRAL WOOD MULLION (CHS) (4W 4" Sg�12' WS EACH END A INTEGRAL WW 9. _&� I m NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation 1955 Posvis Read Certification Date, 5/1212017 West Chicago, IL 60185 Expiration Date: 05/31t21125 Revision hate; 117127121120 Product: Fiberglass erglas Glazed Inswing ort Out Door wa/ and / utapl peat Rated Idelttes m (wfWood Frame or Worldwide Composite Frame' aunlessate � rM rr, Specification: TAS 2112941ASTM :330 02 Glazing: Insulating Glass (Tempered p�. ' f Product .86'fi �. {fira$ifdd3"' 3.s only valid if the :fix � MI CerSdi4Cation i,abei has been applied to the product as drscrilwd Anlrin this 4t{5caramr, The Ct rft�C:iiifk5i id°f5£i rCt#rYSL'£3:3 product f1?Zt(kYYik38Yy p#4 L'Sii +0� jJ�3Cd�iY.L' _ AEAMI`s ri �eriifiicatiOn PrO ram is 9"or iis3ssa�; sroil#fia ?`d,4 is C er4ifseCl T's'€ar4nc4 t�staag at err re.:s�ru£��rtif�ra. i£.�c rae� g ,cad that all eertifWa€inn criteria has been saTinSrl+#(t. is irRi3i9Rt8 teas isreu ysp�,q�nar¢[$ The :1.meria2ts ' tdional Standards Ins9itu a (,� structural Water Missile Test Report Number Isasv ° t� a cd maxim uln Design "Pest Impact Dra lrl �icaraal>er � ratlaart ,to, 6 uixwat ag Or a az Pressure Pressure Rated Comments � o _ Iis s �Cs aL rj _. �; tb x, -0- £40 -4C) st v . � 5#)"tiC"ilk Sri? 9t M?i`(S i3iEila tie #tC i'S3f'{3" x :i V gic °it ➢ i"or $rc8ati ll't<Vf MAi�Ltit }- ' Glazed d)' # t; 40 40 7`+ £,tit't)i_I # 1i3 ti"' ar£ i> 4ti E '�#r. 3 l)" 8 7' Ws is .) �.'- M.Lxs taut Y Panel :die '^ix Anchor �., _.___ < - �" ;_40/ 0 is 3ti) �'3 ? 6' 4i , { `1 i ! h:f fl 3 i➢ i 7 '1 $ t '.wC !7a S� {} r i.; '�{ G ia3 i9.at7Y. m il'°, all?1Y313}1 pancl 13ft able .., a-�}'-4.ti 3.? 5,ssr � fl t, f) � 8 f' Ar+,(0 3rP - 7 ATLNC € 0,_0 -9 � 33S. t: W-ix.tt it_ -=i X %3 0 1YRi avl aXk 3'iS# i PanelSize S.hic - Anciiwr i. ..£ Iox'h {i,3Ix,G� �...., / 49 ii3f s..3Ci4i ia4k S3tiii F dix£ ss /v f;' S, 4) t`ii'Cf3£ 3 #7 ` x �..i�„ v Side)rtc ide it 7;'a ry nc)Yrar f3 ai + i)ir£ Mn Y Lt93 >it I — _..__.f.--�1*.�—..,�.�—_�.-4 ,.% r4f' Door -No No :7 LNC 0223,01"; i.,'`ic. {)f 33 C'. 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(04) 634-512411;ax; (04) 61 -5i122 ------------ 0 0 0 rz 77 377, Fri M W!" i FINO IVIONI W®R, WA-1 )TECTWE SYSTEM (SHUnERS tS RECAARED. D IN TIJE WOW-BME DOW REOIDN. )TECTM SYSTEM (SHUTTERS) 6 REOURED. CM FLAME SPREAD RtM OF 50 vaoPED vjDa of So PER ASTM E84, . LO CL 00 14r W MWL FW WiW MAX 21' MAX 36.375' MAX.37.5" PANEL WD77q 7 MAX. C) c� Z:a V) S; W/ASTA-AL FRAME *70TH 'c fu 2:- u ,j r uj Ga JIon DWBLE DOOR LAU WZMWN5 KVRT EALTHAZOR FLORMA P.E. #56533 IDWO. W. sws I