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WS-18-2413`gNORES Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795 2204 FCORION Permit NO. WS-9-18-2413 Permit Type: Windows/Shuttem er rk Classification: Window/Door Replacem Permit Status: APPROVED issue Date:'9/18/20'18 1 Expiration: 03/10/2019 Project Address Parcel Number Applicant 1020 NE 107 Street 1122320280720 Miami Shores, FL 33138- Block: Lot: MARCO & SONIA ZEPEDA Owner Information Address Phone Cell MARCO & SONIA ZEPEDA 1020 NE 107 Street 305-891-5587 MIAMI FL 33161-7355 1020 NE 107 Street MIAMI FL 33161-7355 Contractor(s) Phone Cell Phone FLORIDA HOME IMPROVEMENT (954)792-4415 Type of Work: REPLACE 10 WINDOWS No of Openings: 10 Additional Info: Classification: Residential Scanning: 3 Fees Due Amount CCF $12.00 DBPR Fee $3.00 DCA Fee $2.00 Education Surcharge $4.00 Permit Fee $200.00 Scanning Fee $9.00 Technology Fee $16.00 Total: $246.00 In consideration of the issuance to me o pertaining thereto and in strict conformity v accepting this permit I assume responsibi required for ELECTRICAL, PLUMBING, ME OWNERS AFFIDAVIT: I certify that a construction and zoning. Futhermore/1 Valuation: $ 19,768.00 Total Scl Feet: 0 Available Inspections: Inspection Type: Window Door Attachment Final Review Building Pay Date Pay Type Amt Paid Amt Due Invoice # WS-9-18-68839 09/18/2018 Credit Card $ 246.00 $ 0.00 rmit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations I ns, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In Ijwprk done by either myself, my.agent, servants, or employes. I understand that separate permits are *t:tW-iN-b9ws, DOORS, ROOFING and SWIMMING POOL work. s-ai6curate and that all work will be done in compliance with all applicable laws regulating contractor to do the work stated. September 18, 2018 Authorized Signature: Owner / icant / Contractor / Agent Building Department Copy September 18, 2018 1 RECEIVkk Miami Shores Village SEP Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 201 BUILDING Master Permit No. \NJS l 13 PERMIT APPLICATION Sub Permit No. ME BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [-]MECHANICAL ❑PUBLIC WORKS [] CHANGE OF [:]CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: j c�gjn 1 F I c�"'l `�i-�-� eA- City: Miami Shores County' Miami Dade Folio/Parcel#:_ i 1 - � - h sr - p-1 (],_Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood tone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): e oe r.[ a Phone#:�C� �i - S 8'7 Address: � ��� n N "' 1 C� -� City: �. Sl c,T--e State: - IF i p: 1 to I Tenant/Lessee Name: N/A Phone#: N/A Email: NIA CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT 954_7924415 Address: 4070 SW 30 AVE Phone#: City. HOLLYWOOD FL State: Zip: 33312 Qualifier Name: WAYNE T. BURNETT Phone#: State Certification or Registration #: CGCO61890 Certificate of Competency #: DESIGNER: Architect/Engineer: N/A Phone#: NIA Address: N/A G ty: N/A _State: N/A Zip. N/A Value of work for this Permit: $ I c'1 1 to Square/Linear Footage of Work: I SS L4 _ 9 I Type of Work: ❑ Addition ❑ Alteration ❑ New © Repair/Replace ❑Demolition Description of Work: REPLACE j Specify color of color thru tile: Submittal Fee $ Permit Fee $ _ / • CCF S CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ ---- -- eortd $ (Revised02/24/2014) TOTAL FEE NOW DUE _, Bonding Company's Name (if applicable) N/A Bonding Company's Address N/A city N/A State N/A Zip N/A Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address N/A city N/A State N/A Zip N/A Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $15oo, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first Inspection a prove occurs seven cti days after the building permit is issued. in the absence of such posted notice, the Inspection will not be approved and a reinspection fee will be charged. Signatur OWNER or AGENT The foregoing instrument was acknowledged before me this 3 o _ day of vS 20 ( o �b Y wh ersonail own to me or who has produced as identification and who did take an oath. NOTARY PU,BUC: SIgnature44L_____�_ CONTRACTOR The foregoing instrument was acknowledged before me this day(, offSL V — 20 ll by ' T `�'" — o is personally bpwn to me or who has produced as Identification and who did take an oath. NOTARY PUBUC: Print _ %� �/�bl `e� 61 f1l,0V ,.o..._ Print: Seal: e� I ABDIEL R. CASTI .0 ' MY COMMISSION # GG 079600 Seal EXPIRES: March 6, 2021 Bonded Thru Notary Pudic Unde-Wftm .. OoF�.• APPROVED BY r t Plans Examiner MY COMMISSION # GG095745 'fer EXPIRES April 19, 2021 Zoning Structural Review (Revised02/24/2014) Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for. Windows. Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Qualifier/Owner Signature Date Print Name Flatda ib.. retp ra..ntA...oi.Ya6 aew�d Tm MF711264"ll Llasaa Ma C6C Mato r tlaNpfs >Isael Ore. Thl: aoi.Iafr�ss 3 tm.ra tkeal! S 1 -x i MOscoftant Win iSoas Carasat S,�I MumI1p �. v C ?� cl 1 a4 .ph..-3as-73 -62-Y bona: 3c5-33(umcm LV Address City State Zip This tbrO= to mtde End eritemd lift tbb -2LL day of—"IJ7• 204by and lretweert Ftorkaa ilk A.eodl.taa. utc Q a F-ft tsrparados l Varibactne or "P I and ownter(s) twn above of the reddertm located at the address Omd above rOwner). Ibtill l , - --'ar 45 a to perform the wort dt mAbed below okarsMm an � on htih� tow 1) Remove � usib lobo mpisce& INOTE: pAromed leems sm Ykeltr b be dastaled) skbtb m noses kom sett Fired � Prgm Ott as oeonmy to nroelve mpleoaerorrt unks On ITa lrwab aye bwflbd- an dsatauer 3) NMOOM FVA ErmW Morm ftm__ mmwm VkM IrrWtid d difis numb dean the M" Is mom" own siege road ads abler. ktWk _ Ahaokatm ktsulalad. _� Alttadram Non4a@Ljdad Os awihtaiwdt Dose the wome 4) Dnm_ FHA E mW Okem Saw _ Atur*= hsutl K _ AksRau Mbw&m*bd •mow d.sr r rdrfN.d &M=V( X AfoN- or ( i Qdmr..wktem Tm 111000010 a.yt r rTrlla artaa� a e e VA RIAF AAF FAA or Qr, I [ tNhrraaty: r LUmLf *ffj s S) watt NOT to be raptaatd- m A.I MIS QAF LA RIM o GryA Q 4 INITIAL NFAE M we and 06. 6) NapplicaWr reoft .V rrtutbwpm*and/or!trltr srRh.1yNIt1Ai l F 7) Spegq ' t� litai�rirr-:�.... ...a ..._Ir,r. _ . � � _ r_e.0 ••r.,._ r. m QemmuPlobdebbandprovitfr - - rtao®ry �r and iaorrartn. 9) lf"WkWftlntM-L- moftcalmKIM0211311 wort rdthinLays ddtsr amocuion ofthe Gantraet Alta-Comramaement M to and abed as endvtrto nxeapkle ar Wart tteetndtrawN*� ahsrtke Commeeteerfett case Contrau Prloe Tate TOTAL fRrGE for N Labor and ssatarials Oncku is any appnmbk dbomunt) b �S i 1 S � # Balance p S TM Ctrtrtract Prloe fantracbr will prtvkk to Owners Flod Welverand Aeleaae of List and eontrames Fktd ton- suhabntbll 1st 1 " to the Torms htdtala 'in rltaater MI. Florida Rehms (MMI. tlyde arAt{>jOrvrrolecbmgpprY�l��Dgi�aboreita4neAWPssmaeroalL�YeNroidrdsae�rra►rirpoprcernent and Netlaatfba0mtlri*Aasr�t+MktiakFataad kyOnrmt el. Osnst� Thar rrariearynserrteaeawkaseFei�� attwtnitade.wrssbf lo hbeh. MLws are aeadal taaaapr rate oaataetatow rise yar rt� tiw� kb Presort few b� ryas. ay Tba tirsadri dsnrsob atbdrdss rob tsawe istNevrtmrt assateR ateyaabMs rtot�or eMmaie aeelaRrt as yawpraPerpatetosusd M fbrsdesd ore if ttae d..acs.r. A rwe vas tstderserad s1 Prtrirbtr M We easswetadbsmtrf denassb Nte4ewe e� ThIscm*M matatm the "th Corfratt of the pattles. It my not ke tibrrstd a=Ir but adf by a skned cheop order or ether w ttl en araestdatef The volver by any party of a I I of any provision of tltb rsataraet shag not apesae or be oanUtwd m a welter of any subsequentbreadt byanvariv. IN WfrKM WHEREOF, the Parties hereto have ametrrted this contract, under say, as of the day and year Nrf above wrlttan. You Mn Mgjw a" aaasd Nils bansac-- at mry tires prior to midr ftM m to M*d baalaaas day ~ go rids of *& bommmllon. On the aifachad Mdl= of QOCdi s on ftm for m aspbegsM of tads dart _ owner 4.(�(_. J _ r• r t t t �f 1� i,�t 1tE�7rS callumor ;Krafu!Q&0fi7w-vd (NrasaTwo) I (SiptstaedOwtta) ffi'_ LANE HIMM Omens As adatipn Maims: YES( No ,w Nome: Property Search Application - Miami -Dade County Page 1 of 1 ;E1:7 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2232-028-0720 Property Address: 1020 NE 107 ST Miami Shores, FL 33161-7355 Owner MARCO ZEPEDA &W SONIA Mailing Address 1020 NE 107 ST MIAMI SHORES, FL 33161-7355 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,266 Sq.Ft Living Area 1,914 Sq.Ft Adjusted Area 2,090 Sq.Ft Lot Size 12,296.7 Sq.Ft Year Built 1949 Assessment Information Year 2018 2017 2016 Land Value $271,381 $271,381 $201,597 Building Value $122,892 $122,892 $122,892 XF Value $0 $0 $0 Market Value $394,273 $394,273 $324,489 Assessed Value $226,1451 $221,494 $216,939 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Assessment Cap Reduction $168,128 $172,779 $107,550 Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). (Short Legal Description 32 52 42 MIAMI SHORES ESTATES PB 47-58 LOT 1 BLK 5 LOT SIZE 94.590 X 130 OR 19887-4460 08 2001 1 Generated On : 8/29/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $176,1451 $171,494 $166,939 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $201,145 $196,494 $191,939 City Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $176,145 $171,494 $166,939 Regional Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $176,145 $171,494 $166,939 Sales Information Previous OR Book - Price Qualification Description Sale Page 19887 08/01/2001 $186,500 Sales which are qualified 4460 00000- Sales which are disqualified as a result 10/01/1999 $0 00000 of examination of the deed 17081- 10/01/1995 $125,000 Sales which are qualified 1888 13463- 10/01/1987 $80,000 Sales which are qualified 1789 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: https://www.miamidade.gov/propertysearch/ 8/29/2018 5 ` \�/�`a 51 FP ; = q h ' (GCp - GCp V (mph) 175 1620 FBC for HVHZ, or Fig. 26.5-1a Risk Catcgory 11 Tablc 1.5-I, pagc 2 Exposurc C Suction 26.7 Kd 0.85 TAW 26.6-I,pagc 250 Kit 1 Ngurc26.8-I, pagc252 GCpi 0.18 -0,18 0.55 pitch of roof 3112 14.0 deg - dtua 14.0 d g,- 0 Specialty EngineerinOFF CE g Consultants Inc 1599 SW 30 Avenue, Suite 1120 `�` i. • • *Dooms Boynton Beach, FL 334326 \ •••��� • FL. CA p 0Ram 09217 d Intstuctions and limitations of Use M � J Uj �/ i 4��i..�ii • - ��Pirrm ten ea of height and not less than T-0" ed to tyn zone with the majority of the x to be used. area of components to rounded t 'gAin L Q � t ^ G nable then lace in Zone 5 . n not be less than 10 sf. / 12 I No reduction is taken for slopes less than 10 degrees. �^ . ..a Area ofwm ncnt Area ofwm nun Arw ofwm nun Arcs ofwm nun Arm ofcon wn t Arw ofwm nun A-ofwm nun Arcs ofwm tun t Arcs ofwm non Arwofwrateat ' Area ofwm nun I0.0 sf 15.0 sf 20.0 sf 25.0sf 30Usf 35,0sf 40.0sf 45.0 sf 50.0 sf 55.Usf 60.11 sf Mean Roof Hu n Zone 4 Zone 5 one 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone! 40.1 40.1 38.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 36.2 35.8 35.8 35.4 35.4 35.0 35.0 I5 -43.4 -53.6 -42.2 -51.3 -41.8 -50.6 -414 -49.8 -41.0 -49.0 -40.6 -48.3 -40.2 -47.5 -39.8 -46.8 -39.4 -46.0 -39.0 -45.2 -38.6 -44.5 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.6 37.6 37.2 37.2 36.7 36.7 36.3 36.3 35.9 35.9 35.4 35.4 16 -44.0 -54.4 -42.8 -52.0 -42.4 -51.3 -42.0 -50.5 -41.6 -49.7 -41.1 48.9 -40.7 -48.2 -40.3 -47.4 -39.9 -46.6 -39.5 -45.8 -39.1 -45.1 41.1 41.1 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.1 38.1 37.6 37.6 37.2 37.2 36.9 36.8 36.3 36.3 35.9 35.9 17 -44.6 -55.1 -43.4 -52.7 -42.9 -51.9 -42.5 -51.1 -42.1 -50.4 -41.7 -49.6 -41.3 -48.8 -40.8 -48.0 -40.4 -47.2 -40.0 -46.4 -39.6 -45.7 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38A 38.1 37.7 37.7 372 37.2 36.8 36.8 36.3 36.3 18 -45.1 -55.7 -43.9 -53.3 -43.5 -52.6 -43.0 -51.8 -42.6 -51.0 -42.2 -50.2 -41.8 -49.4 -41.3 -48.6 -40.9 -47.8 -40.5 -47.0 -40.1 -46.2 42.1 42.1 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.6 37.6 3Z2 37.2 36.7 36.7 19 -45.7 -56.4 -44.4 -54.0 -43.9 -53.2 -43.5 -52.4 -43.1 -51.5 -42.7 -50.7 -42.2 -49.9 -41.8 -49.1 -41.4 -48.3 -41.0 -47.5 -40.5 -46.7 42.6 42.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.4 39.4 38.9 38.9 38.5 38.5 38.0 38.0 37.6 37.6 37.1 37.1 20 -46.2 -57.0 -44.9 -54.5 -44.4 -53.7 -44.0 -52.9 -43.6 -52.1 -43.1 -51.3 -42.7 -50.5 -42.3 -49.7 -41.8 -48.9 -41.4 -48.1 -41.0 -47.2 43.0 43.0 41.6 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 38.4 38.0 38.0 37.5 37.5 21 -46.6 -57.6 -45.3 -55.1 -44.9 -54.3 -44 4 -53.5 -44.0 -52.6 -43.6 -51.8 -43.1 -51.0 -42.7 -50.2 -42.3 -49.4 -41.8 -48.5 -41.4 -47.7 43.4 43.4 42.0 42.0 41.6 41.6 41.1 41.1 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 38.8 38.8 38.4 38.4 37.9 37.9 22 -47.1 -58.1 -45.8 -55.6 -45.3 -54.8 -44.9 -54.0 -44.4 -532 -44.0 -52.3 -43.6 -51.5 -43.1 -50.7 -42.7 -49.9 -42.2 -49.0 -41.8 -48.2 43.8 43.8 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 40.6 40.6 40.1 40.1 39.6 39.6 39.2 39.2 38.7 38.7 38.3 38.3 23 -47.5 -58.7 -46.2 -56.2 -45.8 -55.3 -45.3 -54.5 -44.9 -53.7 -44.4 -52.8 -44.0 -52.0 -43.5 -51.2 -43.1 -50.3 -42.6 -49.5 -42.2 -48.7 44.2 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6 38.6 24 -48.0 -59.2 -46.6 -56.7 -46.2 -55.8 -45.7 -55.0 -45.3 -54.1 -44.8 -53.3 -44.4 -52-5 -43.9 -51.6 -43.5 -50.8 -43.0 -49.9 -42.6 -49.1 44.6 44.6 43.2 43.2 42.7 42.7 42.2 42.2 41.8 41.8 41.3 41.3 40.8 40.8 40.3 40.3 39.9 39.9 39.4 39.4 38.9 38.9 25 -48.4 -59.7 -47.0 -57.2 -46.6 -56.3 -46.1 -55.5 -45.7 -54.6 -45.2 -53.8 -44.7 -52.9 -44.3 -52.1 -43.8 -51.2 -43.4 -50.4 -42.9 -49.5 45.0 45.0 43.5 43.5 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.2 41.2 40.7 40.7 40.2 40.2 39.7 39.7 39.3 39.3 26 -48.8 -60.2 -47.4 -57.6 -47.0 -56.8 -46.5 -55.9 -46.0 -55.1 -45.6 -542 -45.1 -53.4 -44.7 -52.5 -44.2 -51.6 -43.7 -50.8 -43.3 -49.9 45.3 45.3 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 42.0 42.0 41.5 4L5 41.0 41.0 40.5 40.5 40.0 40.0 39.6 39.6 27 -49.2 -60.7 -47.8 -58.1 -47.3 -57.2 -46.9 -56.4 -46.4 -55.5 -45.9 -54.6 -45.5 -53.8 -45.0 -52.9 -44.6 -52.0 -44.1 -51.2 ,4].811 1146p 45.7 45.7 44.2 44.2 43.7 43.7 43.3 43.3 42.8 42.8 42.3 42.3 41.8 41.8 41.3 41.3 40.8 40.8 40.4 40.Q,%5 A�1 9 28 49.5 -61.2 -48.2 -58.5 -47.7 -57.7 -47.2 -56.8 -46.8 -55.9 -46.3 -55.1 -45.8 -54.2 -45.4 -53.3 -44.9 -52.4 -44.4 Z. p3 /' 46.0 46.0 44.6 44.6 44.1 44.1 43.6 43.6 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.1 41.1 40.7 ��� ••40 40.2, 29 -49.9 -61.6 -48.5 -59.0 -48.0 -58.1 -47.6 -57.2 -47.1 -56.3 -46.6 -55.5 -46.2 -54.6 -45.7 -53.7 -45.2 -52.8 -44.8 .0 - 46.3 46.3 44.9 44.9 44.4 44.4 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 41.9 41.9 41.4 41.4 40.9 0. 40.5 40. .•••TJ JO -50.3 -62.1 -48.9 -59.4 -48.4 -58.5 -47.9 -57.6 -47.4 -56.8 -47.0 -55.9 -46.5 -55.0 -46.0 -54.1 -45.6 -532 -45. -i.3 44.6 -51.4 ST OF SEP052018 .. .. . . . .. .. : . ....... ..... x .fa •• •• • r sk 695/8X491/8 •. • • • •• ••• •• (+/-60) FL 16736.1 FLORIDA • • • . • • • • • • • • • • . • • 7-D 0 s KIT CIS 69 3/4 X 49 1 /8 (+/-60) FL 16736.1 a- 35 1 /2 X 37 (+/-60)(FLLj \16736.1 �fS 69 3/4 X 49 (+/-60) FL/! 16736.1 NS EEv O MS 69 3/4 X 49 1/8 (+/-60) FL 16736.1 LI 10 Nlo— ENTRY sb - 35 3/8 X 49 1 /8 V 5 (+/-60) FL 16736.1 5,10 35 1 /4 X 49 (+/-60) FL 16736.1 16736.1 l9 NS y ..7 y -D F.EC B,:TH �L (!� t; F/- 35 1/2 X 37 60) FL 16736.1 FEC, 3, 69 3/4 X 49 1 /8 (+/-60) FL 16736.1 U �s C.� L� J 0s `' 69 3/4 X 49 (+/-60) FL 16736.1 S it Af i r ro 1/4/2018 Florida Building Code Online in 3 BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search FI 'da 1 Product Approval rUSER: Public User d 4 Product Approval Menu > Product or Application Search > Application List > Application Detail • FL # FL16736-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext245 kpine@cws.cc Kevin Pine kpine@cws.cc Jay Lathrop 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Arturo Monteverde 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext221 amonteverde@cws.cc Windows Horizontal Slider sees•• • sees** •e•• • • •••• •e•••• •• •• ••e••• of • sees sees•• • sees•• • sees•• • sees•• sees•• • • • sees•• sees•• Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer n Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE RJ Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-09 2009 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By https://www.floddabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TgPohLz6ontOd5HABPugYUIXizzFJrTCXAp/o3da/o3d 1/2 1 /4/2018 Sections from the Code Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 09/28/2017 09/29/2017 10/03/2017 12/12/2017 FL # Model, Number or Name Description 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 74" x 63", XO or OX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16736 R2 II CWS-871C.pdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, 74" x 63", DP +/- 60 psf. Outer lite in FL16736 R2 AE EvalReport87112.pdf I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes Glass complies to ASTM E1300-04. 16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 111" x 63", XOX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16736 R2 II CWS-869C.pdf 666606 Approved for use outside HVHZ: Yes Verified By: Lucas A. Tuber 58201 so** • • • • • • Impact Resistant: Yes Created by Independents'M Party: Ye,6 • • •' Design Pressure: +60/-60 • • 0 Evaluation Reports Other: Large Missile, 111" x 63", DP +/- 60 psf. Outer lite in • • • • • • • • • • I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent 1rfl"rty: Yes ' ; • • 0; Glass complies to ASTM E1300-04. • • • • • • • • •••••• • • ••••• •• •• • •••••• • Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-4A7-1824• ""' • • The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accdslibilitu•Statement•:•Refnd 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 regt a%t, 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 pubic 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 h=. Product Approval Accepts: ® ® _ h c Credit Card Safe hftps:lAwm.floddabuilding.org/prlprapp_dtl.aspx?param=wGEVXQwtDqu8oblp/o2flZm6TgPohLz6ontOd5HABPugYUIXlzzFJrTCXAg/o3d*/o3d 2/2 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 871C August 29, 2017 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact (HVHZ), XO or OX 74"x63" unit size with design pressures of +/-60 psf (Fin or Flange window) Manufacturer: Custom Window Systems, Inc. 1900 SW 44`h Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6`b Edition (2017) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2) Approval drawing CWS-871 C, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3887-1, -IA, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201, 202, 203 `94, ASTM E 1886 `02/04/05, ASTM E 1996 `04/06/09, and AAMA/WDMA/CSA ."". 101 /I. S.2/A440 `08 • • • • 4) Supplemental Calculations to support CWS-871C, signed and sealed by Lijr.",& Turft:r L. •I•••• • Installation: Units must be installed according to approval document CWS-871 Ci.• • • • • Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-87IQ. •„• • • Achieves design pressures of +/-60 psf ` ' • Is Large Missile impact resistant and does not require the use of shutters • • • • May be used in the High Velocity Hurricane Zone • Requires Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. 16-1117.02, • • • • Requires Quanex (Milron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206. 1Ot t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 66' Ed. (2017) Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. p140RE Wi Lucas : —+ • No 58201 Turner = 2017-08-30 z x 16:09+20:00 • STATE of 8/29/2017 'SOT'+..c r<•* R 1 p'••e; t' Lucas A. Turner, P.E. 0'+rs/ONA� It FL PE #58201 . ... . . .•. % • % •. • . . • . . . . . . • • • • • • HORIZONTAL SLIDER - LARGE MISSILE IMPACT • • • • • • • ••• • • *&NERAL NOTES: 1.THEPRODUCTSHOWNHEREINISDESIGNEDANDMANUFACTURED �O COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT • • • GITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND • IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED • •IN4lSTM E 1996 PER THE FBC. ••• 29w 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWWCWS.CC • • • • • • • • • • • • • • • • • • •• ••• 75 1/4' MAX. OVERALL FLANGE WIDTH 74' MAX UNIT WIDTH —33" GLASS DLO • A I I 64 1/4' MAX FLANGE B 63' MAX UNIT O HEIGHT _ I I 58 13/16' GLASS DLO I C TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ........... 1 SECTION VIEWS & GLAZING DETAILS....2 EXTRUSIONS & B.O.M...............................3 C ANCHOR SCHEDULE & NOTES................4 INSTALLATION DETAILS ...........................5 X' I I I r Ill la A — 33' GLASS DLO 36 5/16" MAX SASH WIDTH — 2. GLAZING OPTIONS: (SEE SHEET 2) 8200 PVC 3. CONFIGURATIONS:'OX', "XO'. HORZ. SLIDER • • • •• ••• • • • • • • • •• • 4. DESIGN PRESSURE RATING: IMPACT • • • • • • • • • • -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND • GLASS TABLES ASTM E-1300-04e01/09. • • • • • • • • • • • -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATERINFILT Z Q 3 TEST gRESSURE AND GLASS TABLES E300 g O O Q ASTM 04e0 �pTION Z w w-10 Lu Z w 5. 33 w O ZOz LL'--t co O X 3 ANCHORAGE: THE 1/3% STRESS INCREASE HAS NOT BEEN USED LL F w Z}Z IN THE DESIGN OF THIS PRODUCT. SEE SHEET 5 FOR ANCHOR Z Z = m a = Of DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O OHO D_ w Z F D- B ANCHOR CALCULATIONS. 0 Z- Z j Z ¢ 00V�jZ�L1- z 0 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT } M 0 LL a O w - = O z REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL THIS Q U) U ~ Z OPERATION OF PRODUCT, BUT 0 MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w O y o w u> w FLYING DEBRIS. a z= a 0 -1 N N 599/16' 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT O Ir w�0 axe} _ w w 3 w a MAX. SASH USED AT FIXED MEETING RAIL AND HEAD/SILL. o ~ D HEIGHT 8. SERIES / MODEL DESIGNATION HS-8200. �I�uu�4p �����p1DREW 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: �� VP: sF'• QG� B X = OPERABLE SASH, O = FIXED SASH Z v : No 58201 : 1 5 C 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR 5 D LOCATION. ' 9'; STATE OF 5 11. EXTERNAL WEEP SLOT = 114" x 1" LOCATED 4' FROM BOTH ENDS. "�'•,e °( ,, , Or•_,F4� MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING 74" x 63" +/- 60 PSF I LARGE MISSILE IMPACT LucasTurne r 2017-09-22 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 13:58-04:00 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS \ /\ ADE 10/10/13 DWG N: CWS-871 REV.: C SCALE: 1:15 SHEET 1 OF 5 INTERIOR SECTION A -A SECTION C-C ALTERNATE FIN FRAME .. .. . . . .. .. . . . ... . . . . ... • • • • •• •• •• • • • • • • • • • • • 1' PRIOR • • 11 *1 vAND SILL IS SIMILAR. HEAD IMPACT HOOK (TYP.) MDSPAN OF SASH (ITEMS 35 & 36) HEAD IMPACT HOOK AND JAMB ROTARY LOCK LOCATIONS 1:20 ROTARY LOCK (TYP.) ONLY ENGAGED PRIOR TO HURRICANE FORCE WINDS. LOCATED AT THIRD POINTS (ITEM 27) 7/8' OVERALL 1/8' ANNEALED or TEMPERED 7/16' AIRSPACE 5/16' LAMI 1/9' ANNEALED = DUPONT PVB INTERLAYER 1/8' ANNEALED I I PURFECT GLAZE'H' I ' SIKAFLEX 552 GLASS TYPE A 1:1 —1/2' GLASS BITE QUANEX DURASEAL IG SPACER WINDOW SYSTEMS ffl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT s z 3 Qz3 - ow0 ¢Woo o z�z>00W3m IL Pw� �3�x z zx�zd U z U)z -Fv)a. Z n zjUw Q z0NZO�.O � Q3awO�OZ WQ ' Z W OO�W��WtAW LL V1W 0-1rnI- a O wP0 a.x a D_ w t"NO'� W ", O��•. %% P 58201 :13 •/STATE OF ;Au 4L, 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 EET DESCRIPTION: SECTION VIEWS AND GLAZING DETAIL AWN BY: DATE: AIDE 10/10/13 IG #: REV.: CWS-871 C ALE: SHEET 1:2 2 OF 5 PARTS LIST ITEM PART # DESCRIPTION 1 H-1497 Reinf. Sash Meet. Rail 2 H-1699 Reinf. S.B.R./S.S.R. 3 H-1836 Meet. Rail, Fxd. 4 H-6052 Sash Top/Bot. Rail 5 H-6048 Main Fr., SH, w/ Fin., PVC 6 H-6050 Sash Meet. Rail, PVC- 7 H-6051 Sash Side Rail, PVC 8 H-6049 Main Fr., SH, w/Fig., PVC 9 P3029 Screen Pull Tab 10 P3033 Screen Sorinq. SS 11 P3113 IScrew Support, PVC 12 P3218 Screen Frame 13 P3228 Screen Spline, .155 Dia., Blk. 14 P-4754 Screen Frame Comer Key 15 P3342 Seam Sealer, SM-5504 16 P3352 Set. Blk., 85 Dur., 1/8" x 5/8" x 2• 17 P3429 Wstp., 0.270 x .187 back FinSeal, 18 P3539 #8 x 3/4" Square TEK 2 Zinc 19 P-4730 #8 x 1/2' Truss PH TEK 2 Zinc 20 P3752 CaD Pluq. 1/2" Hole 21 1 P-6250 ISpring Lock, Impact, PVC 22 P-4779 lRoller, Tandem 23 P-4051 #8 x 1 1/4 Ph FH TEK, Wht. 24 P-4069 Keeper, Impact, PVC 25 _ P-4479 Weep Corer w/ Flap 26 P-4638 #8 x 2 1/2 Ph Truss SMS 27 P-4958 Rotary Lock 28 P-4952 Keeper, Rotary Lack 29 P-4959 Wstp., 0.420 x .187 back Fi 30 P-4633 113arrel Fastener 31 S-1112 Reinforcement, Head 32 S-1498 Reinf. S.B.R./S.S.R, 34 S-1776 Roller Track 35 S-1999 Frame Hook, Head, Impact 36 S-2000 Panel Catch, Head, Impact 37 S-6005 Anti Lift 38 S-6013 Scm. Adapt., w/ Nib, PVC 39 S-6014 Scm. Adapt., PVC 40 S-6063 Fixed Rail Cover 41 S-6064 Glazing Bead 42 GLASS SEE SHEET 43 jPurfect Glaze "H", SikaFlex 552 VENDOR . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... 041 tMAL 31/8" • M Alum • . • • • • • • Alum • � � 8 Alum • • •• • • • • 1/16" • • Mikron PVC 211/16" 39/16" 21/8' 1/16' Mikron PVC Mikron PVC • • • • • • Mikron PVC � • • • • • • • t" Mikron PVC PV8 FF&MSFL.N+6(1g • • • • FIXED RAIL - 1836 Summit • • • • • • • 000 • • PVC FRAME FIN-6048 Hurley r�23/16' 115It6'�I- g/t6, Team Plastic Rubber FrankLowe Uftrafab Fastenal Fastenal M&M Interlock M&M Fastenal Interlock Sullivan Sullivan Uftrafab Fastenal it s tollForm 7 ^ 4 U1116 5/8" q11 5/16" Nylon "qubber 1/16' 1/16" L" S PVC SASH MTG. RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC F0(ED RAIL COVER- 6063 Steel Steel VyIon Vybn Steel Vybn Steel Znc Znc Steel Keymark Alum Keymark Alum Keymark Alum Mikron PVC Mikron PVC Mikron PVC Mikron PVC Mikron PVC CARDINAL GLAS! Henkel / Sika Silicon 5/8'� � 3/16' '• O L ,/t6• SASH MTG. RAIL-1497 6•—� 15/16' 35 3/4' j� 7/8' 3/16• L 1/16" r 3 PLAN VIEW-1999 HEAD IMPACT HOOK- 1999 T 1/16• S.B.RJS.S.R. - 1498 3/16" O 1/4' 41 5/8" T 36 — 5/8" ' PVC GLAZEBEAD - 6064 J— PLAN VIEW-2000 PANEL IMPACT CATCH - 2000 CORNER CONSTRUCTION &I CORNER WELD (ALL SIDES) 1:8 is I-RhU Mtt I INU KAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 314' � 2 SASH REINF. - 1699 7/16' 1 1/4' 34 1116' ROLLER TRACK - 1776 1l2' 1 1/8"-j 3/16" I 38 �F-3"►I---}-1/2" 1/16" T- 11 PVC SCREEN CATCH - 6013 I SCREW SUPPORT-3113 5/16" 39 1/16' PVC SCREEN SUPPORT - 6014 LINE ITEMS NOT USED: NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 33 7/6" 1 T—J— 31 9/16" GLAZE BEAD-{1112 3/8' t 5/t 6' -�I� 1 J„ 3 1/16• PVC ANTI -LIFT - 6005 WINDOW SYSTEMS L 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT 5 P z 3 Qz3 Ow0 Qwan w o ZOZ W=fit 3= Z Fw3ZZ0WLL Z=2a _ a-�wO U> OHO uwdPya �Z Q p �UN ZUZOUILapw-MOz3 $^ z w L u- Coawvlw zU)a. O-jr�l- 0 n. _~w w3w� F-o o .�rvsNO�W Oft._ zz- 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 BOM AND EXTRUSIONS ADE 10/10/13 VG #: REV.: CWS-871 C :ALE: SHEET 1:2 3 OF 5 12 1/2' MAX O.C. ( 6" MAX. (TYP.)- 6' MAX (TYP.)- 17" - MAX O.C. (TYP.) . . ... . . . ... .. .. . . . .. .. . . . ... . . . . ... 3" (TYP.) 3" (TYP.) I I I I O I I I I I I I v 1 I 1 X 11 1 1 1 I a�l ANCHOR LAYOUT - (FLANGE) • SEE VOTE 2 • :.4' MAaG hp.) • 4- MAX (TYP.) �:IN AI,� �O„• • • • • • H (T•YPyi • • • (TYP.) �8' MAX O.C. (TYP.) , • • • I I I I O I I , I I I X I al I I I I I ANCHOR LAYOUT - (FIN) EE NOTE 2 INSTALLATION ANCHOR (TYP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 5. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 5. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA200(FLANGE WINDOWS), FMA/WDMA250(BOX WINDOWS), FMA/AAMAIWDMA300(EXTERIOR DOORS) g9effm 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT Z 3: QZ3: OWO aw0o W zk 0? wzw, o aw3}0-3m U. H W ZO OI-Z 2 g Q �_PR U Uyl-ZdFya Z Q -ZU�Z5�jU� Q 0 } �WgxOZ W u-0 WUOJ coF z- a � _~� W3wf4 a a Ir a i 0%P. .... P G.�1GE7VSFG�ti�� ?v r No 58201 QE STATE OF :4u41` S ,S'ONA1 EN��. z:;'I-, 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 ANCHOR SCHEDULE AND NOTES ADE 1 10/10/13 CWS-871 C :ALE: SHEET 1:20 4 OF 5 SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT - BY INSTALLER INSIDE AND OUT SEALANT BEHIND - FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY AGSTALER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 . . ••• . . . ... .. .. . . . .. .. . . . ... . . . . ... T TYPICAL HEAD ANCHORAGE SEE TAPE I • • SUBSTRATE • • • • • BY OTHERS MN. EDGE DIST. 'li4"jSHol* SEE TABLE 1 SEE TABLE 1• EDGE DIST. MIN. EMBEDMENTMIN. SEE TABLE 1 SEE TABLE 1 INSTp�L1iiTIT A jC:FjpSEETTVLE •• •IO t/4" MAX SHIM •• • • • 1/4" MAX SHIM MN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. \ SEE TABLE 1 AA 1 VERTICAL SECTION 5 TYPICAL SILL ANCHORAGE `- PERIMETER SEALANT BYNSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER I5 BBl HORIZONTAL SECTION TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FZUBSTRATE TYPE ANCHOR TYPE MIN. EMB FLANGE CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1-1/T 1-1/8" FLA FLANGE 17 PCF MIN. CONCRETE (2.85 KSI MN.) 3/16" fiVN TAPCON 1" 3116" ELCO ULTRACON 1" FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" FLANGE 2XMN. SOUTHERN PINE (G=0.55) 3/16" ITW TAPCON OR ELCO ULTRACON 1 3/8" 7/8" FLANGE 2XMN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE 16 GAUGE (0.060") MN. STEEL STUD (33 KSI YIELD MN) #10-16 HLTI KW IK-FLEX OR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/16" FLANGE 1/8" ALUM. (6063•T5 MIN.) OR 1/8" STEEL (33 KSI MN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/16" FIN 2XMN. SOUTHERN PINE (G=0.55) #8 WOOD SCREW 1-1/2" 1/2" WINDOW SYSTEMS Lk-_— MIN. EDGE DIST. SEE TABLE 1 SUBSTRATE BY OTHERS 1900 SW 44TH AVE. SEE TABLE 1 FLORIDA 34474 WWW 1/4" MAX. SHIM CWS.CC 8200 PVC T HORZ. SLIDER IMPACT SEE TABLE 1 N=q 11 :5z az0 a W PERIMETER SEALANT Z Lu 0 a 0 w - ? BY INSTALLER INSIDE AND OUT w 9 Z O Z tY F- Q In O w 3 ao INSTALLATION ANCHOR Z Z}Z Z= m Q~ Lu o_ SEETABLE1 O OHO �_F-Of SEALANT BEHIND FIN INSTALLER v O y ern i s in a ZOO � j U BY \ ZpZ K-CHORIZONTAL SECTION 5 Q �- LL M O O LLZ 3 O F F Z- TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION H } 0 3 p C6 F W O LL(n Co uj J(nH W�p a 0 w�0 w=g� a a W3a PERIMETER SEALANT BY INSTALLER INSIDE AND OUT 0 HORIZONTAL SECTION 5 BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. y� r 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 INSTALLATION DETAILS I ADE 10/10/13 TG #: REV.: CWS-871 C :ALE: SHEET 1:2 5OF5