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WS-15-1972 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-240767 Permit Number: WS-8-15-1972 Scheduled Inspection Date: October 01, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: ENGEL,JERRY AND SARAH Work Classification: Window/Door Replacement Job Address:351 NE 105 Street Miami Shores, FL Phone Number Parcel Number 1122310130290 Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Phone: (954)792-4415 Building Department Comments REPLACE 16 WINDOWS WITH IMPACT SIZE FOR SIZE. Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed 91 Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. September 30,2015 For Inspections please call: (305)762-4949 Page 10 of 32 � ;° nS r, Miami Shores Village ,p 10050 N.E.2nd Avenue NE •••• "'""� Miami Shores,FL 33138-0000 K ,h a1r 3 a\a r `zey ,a Phone: (305)795-2204 Ston► Y �y Expiration: 02/09/2016 Project Address Parcel Number Applicant 351 NE 105 Street 1122310130290 JERRY AND SARAH ENGEL Miami Shores, FL Block: Lot: Owner Information Address Phone Cell JERRY AND SARAH ENGEL 351 NE 105 Street MIAMI SHORES FL 33138- 351 NE 105 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone $ 32,776.00 Valuation: FLORIDA HOME IMPROVEMENT (954)792-4415 _.......... ..... _ _..,,, Total Sq Feet: 0 Type of Work:REPLACE 16 WINDOWS WITH IMPACT SIZE Available Inspections: No of Openings: 16 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $19.80 Invoice# WS-8-15-56608 DBPR Fee $3.90 08/06/2015 Check#:20821 $50.00 $279.60 DCA Fee $3.90 Education Surcharge $6.60 08/13/2015 Check#:20760 $279.60 $0.00 Permit Fee $260.00 Scanning Fee $9.00 Technology Fee $26.40 Total: $329.60 In consideration of the issuance to me of this rmit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with th, plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING, EC �NI L,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that II a ore inf4[matior}is aecurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futh ab6ye-named contractor to do the work stated. August 13, 2015 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy August 13,2015 1 Miami Shores e Villagc�l 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 �T44 ..F\\BC 20� BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. ®BUILDING ❑ ELECTRIC ❑ ROOFING ® REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL F-1 PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 3•S1 c `OS _S City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: .mac Construction Type: Flood Zone: BFE: FIFE: OWNER:Name(Fee Simple Titleholder): Phone#: 71'�3- � t7 Address: 3S� P` f OS 5 City: State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: o2,a� 1�orvc�l(�^�� ' �5 Phone#: Address: y D--to SJ 3o iyy 4J6 City:�D:qqJ State: Zip: 33.31 Z Qualifier Name: W LL., T• O �- Phone#: I State Certification or Registration#: C`} 0b Q 9 O Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: a �' Permlt: r�ValuR,o1VQr $ V Square/Linear Footage of Work: Type pf work: z A?tdition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Pes¢riptioNof Work 4_4 bL .� •,e;. _ � W�n-�l7� � J C.V_ �� .LST "� -1--1y/,.f'l,,) Specllvvwotwcolorthru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Edu tion Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ G; �(v `C (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address _ City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby ma btain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the 4 a of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdi ."$understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATER ; ,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I cert tnaiall the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating co strwfibon 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 co ition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a opy 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 whic occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not I approv and a r inspection fee will be charged. Signat"Oi�� Signatur 6;�4 K—TT--� RrAGENT CONTRACTOR The f;going instrument as acknowledged before me this The foregoing instrument was acknowledged before me this day of .1 1 20 l by 2 day of�S k 20 1 r by hZpersonally known 12� cT G who is personally known to me or who has prod c d as me or who has produced as identification nd d- take an oath. \Z,���iiNiHUlridentification a who did take an oath. GpNZAte iii NOTARYPU LI `���C`O•..•••••••. �41QTARY BLI 2,201? 79���c% �- 1,20 i'� ~S. y t> r Sign: = i• Print: �' Seal: ��i''90�9, rIfy ....W P� eal: ' /tr,ue�tI 717 APPROVED BY (l Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) E w FHA- DIAGRAM SHEET FQoric4s Qies`n+e-azr..S�ro�rcteeu�rn�. MEASURiNGTfCH MEASURE DATE t•, • G GI&OMER'S NAME FHA LEAP tYiJtY M TYPE OF PROPERTY ROOtt Hft asHT FLOOR NUMBER TOTAL#OF FLOORS E.v tarp/ ��!5 5 ,�1ov�e � ' �2 •L rl -L- ky lb — _._... __�.... - i i L. i Iz _ Lam.- .._—}._..t�.�_ --..._..._. _.. 4•— -._`_ _- -_-' •i•-r•••-r - �•-i.-....._t.�.. • i 9 •• . ,�. CLIENT INFORMATION PROJECT INFORMATION SPECIALTY ENGINEERING CONSULTANTS, nc 1599 SW 30th AVE. INSPECTOR NOTE FLORIDA HOME IMPROVEMENTS ENGEL RESIDENCE SUITE20 NEW STRUCTURAL COMPONENTS WERE 4070 SW 30 AVE 351 NE 105TH STREET BOYNT N BEACH, FL 33426 DESIGNED BASED ON THE FBC 2014, HOLLYWOOD, FL MIAMI SHORES, FL BUILDING CODE AND �cA. #oosziiD - PALM BEACH ASCE 7-10, 175 MPH (3 SEC), EXP. C. NEW WINDOW BUCK TO EXISTING FRAMING (6561 — 752 — 5440 OFFICE 561 — 752 — 5542 FAX EXISTING INTERIOR GYPSUM BOARD EXISTING LAP SIDING NOTES OVER PLYWOOD SHEATHING 1. ALL WOOD TO BE MINIMUM S.Y.P. No. 2Flt 2. ALL FASTENERS TO BE GALVANIZED OR EQUIVALENT FINI 3. WATERPROOFING AND FLASHING, BY OTHERS .3 5. NOTIFY THIS ENGINEER OF ANY DISCREPANCIES. EXISTING WOOD FRAMING MEMBERS EXISTING INSULATION COP i . . .... ...... NEW 1X4 FASTENED TO EXISTING EXISTING E? T RIOR MOLDING TO REMAIN EXISTING LAP SIDING OVER PLYWOOD SHEATHING SEP 1 015 • •• ••••• NEW WINDOW FLANGE, '•'•• •••• """ WOOD FRAMING MEMBERS • INSTALL PER APPROVED NOA W 2 ROWS OF 8 x 3 �•••�� • / # " WOOD SCREWS ® 8" O.C. •••••' NEW 1X4 FASTENED TO EXISTING WOOD FRAWNG MEMBERS •• •• • W/ 2 ROWS OF #8 x 2" WOOD SCREWS ® 8" O.C. FILL GAP WITH PLYWOOD, FASTEN WITH NEW 1X4 FASTENED TO EXISTING GORILLA EXPANDING GLUE. WOOD FRAMING MEMBERS NEW WINDOW FLANGE, W/ 2 ROWS OF #8 x 3 l,U S - CS INSTALL PER APPROVED NOA WOOD SCREWS ® 8" O.C. EXISTING METAL C U77 NRTI Shores Village ' D 8Y {.. D E NEW WINDOW FLANGE, PT INSTALL PER ADPROVED NOA EXISTING EXTERIOR ___- -- - ✓ MOLDING TO REMAIN EXISTING 2X FRAMING MEMBER FASTEN TO comp ANCE WITH ALL FEDERAL EXISTING STUD W/ #8 x 6" WOGD SCREWS 12" O.C. `";! Miami Shores Village 6 2015 Building Department �� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 �, -- -- - Tel:(305)795-2204 Fax:(305)756-8972 j� INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201 BUILDING Master Permit No. wS1 5_ 11 2- PERMIT APPLICATION Sub Permit No. (BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: 33136 Folio/Parcel#: ZZ31.013• C Z-cl Is the Building Historically Designated:Yes—N O Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): .5A 2A f4 E-WQ-ie_ Phone#: Address: ,3-51 N•e• 1Q5 ST' City: r1►P, tnI State: x- Zip: 3313 3 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Ft_OCIOA 4•{I)()C 10PI00VErie-K[T Phone#: ct5-4,-1CIZ144t5 Address: LAO-70 50 AUE City: 9OL3,4 u--,Cw State: FU Zip: 3331 Z Qualifier Name: WPN tdE i' l50e*je7- Phone#: a54--1Q ZUy t5 State Certification or Registration#: (.bc OUB t8g0 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 32,-1-1f— Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New 19 Repair/Replace ❑ Demolition Description of Work: QZP1 �Z )(o W t V4000?? UD I I f1 PACr S IZ.i✓ FOC- 51 Ze Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address _ City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip 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$2500, 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 which occurs seven (7) 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 Signatu OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 4 day of 20 I5 by 4 day of 20 19 by SAZA W ,who is personally known to WP VNO T- , 0eUklk�Twho is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Vt Sign: Sign: 5«: W Print: Print: Seal: a0`:0':��g AWONIOW AM Seal: * * MY COMMISSION#FF 164915 EXPIRES:October 1,2018 -41,-,0"41Bonded Thru Budget Notar;,-oe he APPROVED BY / r6 Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami-Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On:6/2/2015 Property Information Folio: 11-2231-013-0290 Property Address: 351 NE 105 ST Owner JEROME ENGEL SARAH C ENGEL Mailing Address 351 NE 105 ST MIAMI SHORES,FL 33138-2021 Primary Zone 1000 SGL FAMILY-2101-2300 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds I Baths/Half 4/2/0 Floors 2 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,676 Sq.Ft Taxable Value Information Lot Size 14,375 Sq.Ft 2015 2014 2013 Year Built 1925 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2015 2014 2013 Taxable Value $339,138 $336,050 $341,806 Land Value $240,350 $172,500 $192,510 School Board Building Value $187,217 $183,710 $185,102 Exemption Value $25,000 $25,000 $25,000 XF Value $29,512 $29,840 $30,168 Taxable Value $364,138 $361,050 $366,806 Market Value $457,079 $386,050 $407,780 City Assessed Value $389,138 $386,050 $391,806 Exemption Value $50,000 $50,000 $50,000 Taxable Value $339,138 $336,050 $341,806 Benefits Information Regional Benefit Type 2015 2014 2013 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Assessment Taxable Value $339,138 $336,050 $341,806 Cap Reduction $67,941 $15,974 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption $25,000 $25,000 $25,000 Previous OR Book- Sale Price Page Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County, g School Board,City, Regional). 07/01/2003 $465,000 21556-2485 2008 and prior year sales;Qual by exam of deed Short Legal Description 04/01/1988 $125,000 13656-0635 2008 and prior year sales;Qual by FIRST ADD TO PASADENA PARK I exam of deed PB 6-82 06/01/1971 $37,500 00000- 2008 and prior year sales;Qual by LOTS 1 &2&S1/2 LOT 3 BLK 12 00000 exam of deed LOT SIZE 115.000 X 125 OR 13656-635 0488 1 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 hftp:/twww.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 6/2/2015 a Specialty Engineering Consultants,Inc. AUG /� C6r o S 1599 SW 30 Avenue,Suite#20 a'.. Wind Velocites in South Florida F1 G y Boynton Beach,FL 334326 Dude B;ou arJ Pulm Beach y. t a a FL.CA#009217 Ruk Cat-I 165 I5f 156 Low risk to humans(f hods 5Rhk Cal 2 175 1711 1711 Single FamilyRe,adenoes Risk Cat.3&4 186 1811 1811 Iz-aual Fuc Il - GCp,1) Intstuctions and limitations of Use _ 1 Charts rovida wind ressures based on the mean roof he Lo t.And shall not exceed 60'-0". 2 Desi n ressures are for an enclosed builindin shutters or other im act resistance rotection required). v(mph) 175 1620 V13C f,x.I IVI IZ,or i'ig.26.5-la 3 User shall determine the mean root hei ht, Eave height+Roof Peak 2. Risk C'aegory II '1'ahle 15-1.page 2 4 End zone distance is the lessor of 10%of len lh,1D%of width,or 40%of the mean roof height and not less than 3'-0" Espo,aae C S-am 26.7 5 If 50%of a component is in a articular zone then that com nent is considered to be in zone with the meor' of the area.If questionable then lace in Zane 5 KJ 0.85 fable 26 6-I,page 250 6 Each com onent window,door,mullion has a tributa area that is area to be used.Area of com nems to rounded down but shall not be less than 10 sf. Kzt I Figure 2C.R-I,page 252 7 For NOA's that re Wre a Kd�1.0 then mule I [he values listed herein by 1.18. GCpi 0.18 -0.18 0.55 8 Wind pressures are based on Allowable stress design. pimp ol'roed 3/12 14.0 degrees 9 Desi n pressures listed herein are valid for Exposures B and C and a sure D.(max roof he ht 30 than 14D degrees 10 Charts and values listed herein are onlyvalid when s ned,dated,and sealed b Gary a McDou le PE#56214 or Mark LeBlanc PE#35683 11 Wind design pressures are calculated in accordance with ASCE 7-10,Method 2 12 No reduction is taken for slo es less than 10 degrees. Arca ofcom orient Arca ofcom orient Area ofcom mens Arcaof com onem Area ot'eom nenI Area ofcom nen1 Area ofcom onent Area ofcom onent Area ofcom onent Area ofcom n nt Arca nfann onent 120 sf 15 n sf 20.0 sf 25 0 sP 30.0 sf 35.0 sf 40.0 sf 45.0 sf 501(1 of 55,0 sf 6(1.(1 sf Mean Raof II la Zone 4 Zane 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zane 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 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 15 -43.4 -53.6 -42.2 -51.3 -41.8 -50.6 -41.4 -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 40.6 40.6 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 36.8 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 38.1 38.1 37.7 37.7 37.2 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 -4Z8 -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 37.2 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 -4L8 -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 -53.2 -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 41.9 414 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 1 -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 -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 -54.2 -45.1 -53.4 -44.7 -52.5 -44.2 -51.6 -43.7 -50.8 -43.3 -49.9 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 42.0 42.0 41.5 41.5 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 -43.6 -50.3 45.7 45.7 44.2 44.2 40.0 •4917• 0 43.3• •43.) •�.8 42.8 42.3 42.3 41.8 41.8 41.3 41.3 40.8 40.8 40.4 40.4 39.9 39.9 28 -49.5 -61.2 -48.2 -58.5 X47.7 .7• •-4 2 X56. �43 6.8 -55.9 -46.3 -55.1 -45.8 -54.2 -45.4 -53.3 -44.9 -52.4 -44.4 -51,6 -50.7 46.0 46.0 44.6 44.6 46.1 641.1• •43#6 • 016.1 I 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.1 41.1 40.7 29 -49.9 -61.6 -48.5 -59.0 -4.� - .10 •-476 • X57. 7.1 -56.3 -46.6 -SS.S -46.2 -54.6 -45.7 -53.7 -45.2 -52.8 -44.8 %N2. 0449.4 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 42A 41.9 41.9 41.4 41.4 40.9` �0 • •• •' • / �j' 30 -50.3 -62.1 -48.9 -59.4 -48.4 -58.5 -47.9 -57.6 -47.4 -56.8 ""=SS"4" "=46.5" =SS O -460 =$4.r - -d3.6 - --5-3 -45 5;-,• G ♦` • • • • • • • • • • • • DATECC *� ••• • •• • • • 1 �. (STAT 1111 S •.•,R*.•��C .. . 1111 . . . . . •�• i• •i ••• •i• i• •i SljiU1 C1 1000MPLIANCEWITH ALL FEDERALCOPY ;j�NA; JS[A 11 AIND COUNTY RULES AND REGULATIONS MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE/COMPARISON CHART Address:351 NE 1o5 ST MIAMI SHORES FL 33138 Permit No. Opening Window, Door Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Mullion Product Acceptance# Design Pressure Pressure Size Yes/ No Yes/ No Yes/No 1 WINDOW FL16177.1 +70.0 -70.0 +45.0 -60.2 391/8 x 481/2 NO NO YES 2 FL5823.1 +67.5 -67.5 .1. -48.8 391/8 x 70 3/4 5 6 .t, �• y .L .L .L .L �• J• 7 .j, FL16177.1 +70.0 -70.0 391/8 x 71 8 FL5823.1 +67.5 -67.5 .j, .1, 39 x 71 9 .l. 11, .1, .l, .l• -60.2 1l .l, �, .l• 10 .1, FL16177.1 +70.0 -70.0 .l, -48.8 24 x 401/2 11 .j, FL5823.1 +67.5 -67.5 .1, .j, 391/8 x 71 12 39 3/8 x 70 3/4 13 391/4 x 70 3/4 �, .l• .l• 14 391/8 x 70 3/4 J• .l• .l• 15 391/8 x 71 16 .1, FL16177.1 +70.0 -70.0 .l, -60.2 391/8 x 331/2 J• .L .L .. ... .. . . . .. . . . . . . . . . . . .. . . . .. .. ... . . . . . . . FHA- DIAGRAM SHEET �'can�.Iezrssatro.rore�amrnm MEAStJR1P1GTECH� MEASt}ItE GATE T•p.v w -,712 /e- Q15Y mws NAME FHA LEAD YPE NUMM TOF PROPERTY ROOF HEIGHT FLOOR AIumm TOTAL#OF FLOORS C,v 69-e VVV t _ ..__._ •• _i .• •r•••� • I F. • ' �• �— a �.r—tom.__._ .— a.^— i --ji !� _ } { —t• 3 yi y i ��• •ice;_r•�� �— ,�_ _. �.�t_�"—�—�..�_._ .__ .. . - 3 ..._..3! f t- y � — .�...—•a_. —_� j ' — .ice+.—�—:-_ ^-•-�{---;— � 1 -/••-- -i V -C Florida Building Code Online Pagel of 2 (��d eC[5 Home ! Lop In User Repktratbn Mot Topics Submit Surcharge Stats a Facts ...inti.,,:,r t 4 mri' r u Busines (0, QOUSPR:product Approval Professite'a "111 User Regulation Product Aeeroval Menu>Prod+ or Aool •tier m.rh>Apahcatiun List>Appaudon DeW FL# FL16177-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekossocws.cc Authorized Signature Koss Erin ekaes0cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekossocws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 0060 ,)lathrop@cws.cc • • • • 0000 000000 Category •• • •••••• •• Subcategory ***:*a •• • •••••• 000.00 0 • • 0000•• Compliance Method Evaluation •••• •••• • • Report from a Florida Registered ArchiLEct or a licen�eda Florida Professional Engineer 6041• •• • ••••• Evaluation Report-Hardcopy Receivetl••••• 94141:416 •••••• •• •• •• • 0000 • Florida Engineer or Architect Name who developed Lucas A.Turner •••••• • ••• the Evaluation Report • • • • • • • • 0000•• Florida License PE-58201 •••••• Quality Assurance Entity Keystone Certifications,Inc. • • • •••••• Quality Assurance Contract Expiration Date 07/21/2020 •••• Validated By Steven M.Urich,PE 63 Validation Checklist-Hardcopy Received Certificate of Independence FL16177 R1 COI EvalReo CWS-8128( H--x100 IMP.NoSillAnch) odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/1.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr app_dtl.aspx9param=wGEVXQwtDgvyf4ngAXhlOy... 6/24/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/14/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Sunmeary of Products FL# Model,Number or Name Description 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Limits of Use Installation Instructlores Approved for use in HYHZ Yes FL16177 RI II CW$- 2B(SH-8100 IMP NoSillAnch)adf Approved for use outside HYHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+70/-70 Evaluation Reports Other.SH-8100 PVC Impact,no sill anchors required. FL16177 III AE DuPont PVB NOA 13-0129 27, Safety glazing required on outer lite above 30 ft.in HVHZ. FL16177 RI AF EvalRen CWS-812B(SH-8100.IMP Glass compiles to ASTM E1300-04. NoSillAnchl.odf F 16177 RI AF Q ray nex(Mlkron) NOA -1017 02 odf Created by Independent Third Party:Yes —0-- 1940 North Monroe Street.Tallahassee FIL 32399 gam:850487-1924 The State of Florida is an AA/EEO employer.Coovriaht 2007-21113 state of Flory.::EdidjQ 5UWW n ::&&MWhUML5UWMW:: Under P"We low,small addresses are public records.gyou do not want your urmar address rWesed In response to a POW-nerds request,do not send decOorrlc mall to this errtky.Instead,contact the office by phone or by traditional mall.If you have any questions,please corrtaet 850.487.1395.-Pursuant to Section 455.275(1),Flodde Statutes,elhctive October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address It they have one.The emalls provided may be used for official communication with the licensee.lbwever small addresses are pudic record.If you do not wish to supply a personal address,plope provide the Deparhnent with an small address which nn be made avallable to the pudic.To determine It you are a licensee under Chapter 455,F.S.,pease click h8R• Product Approval Accepts: •••• sccurtit tisr.rRxa • • • • 0000 0000•• • • • • 0000•• •• • 0000•• • 0000•• • • • 0000•• 0000 0000 • • 0000 0000 00.00 • •00••0 0604 •••0• •• •• 0• • 0.0••0 • •00.0• • • • • • 0 •0.0.0 0000•• • • • 0000•• • 0 • http://www.floridabuilding.org/pr/pr_appdd.aspx?param=wGEVXQwtDgvyf4ngAXhlOy... 6/24/2015 URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 812B April 18,2015 Product Description: Series 8100 PVC Single Hung,Large Missile Impact,517/8"x 613/4"unit size, +/-70 PSF,no anchors in sill Manufacturer: Custom Window Systems,Inc. 1900 SW 44`s Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005(4). This product complies with the requirements of the 5th Edition(2014)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-81213,signed and sealed by Lucas A. Turner,P.E. 3) Test Report NCTL-210-3815-1 A,-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 1886-02104/05, 1996-02/04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440-08 4) Supplemental Calculations to support CWS-81213,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-812B. Limitations of Use: This product: • May be used in O/X configuration in sizes and with max.glass DLO heights as shown in CWS- 812B • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Temp@i. .• •,••�. required above 30 ft in HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB-1/EAA)2nboarddite. • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.271 ...... ....:. • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A.•Ic2A91'7.02t • .... .... . . t I have evaluated the interlayer and framing materials in these Dupont and Quanex'1QUAs and fih0•• ••;••. that they comply with the requirements of the 5s'Ed.(2014)Florida Building Codb*Mf dl'e in thi9':'. product. •• .• •• • •..... • Certification of Independence: I do not have,nor do I intend to acquire,nor will I icquirg,a finapthd o• ,• , interest in Custom Window Systems or in an company manufacturing or distributin u for w i •••••• Y Y P Y 8 g'IIT'4a 4'� � Cll. this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial AVI Aft in any other entity involved in the testing or approval process of this product. ��t►��fy���If�f ���+ p1DRE4y rrr�� �*%VPS'vv� N SF'•;Q.y��r I-j No 58201 st * s 4/18/2015 V: .Q Lucas A. Turner,P.E. sTATlr of :w' FL PE#58201 •'�•;% o a+9 *`# Lucas A. Turner r+19111#410 � 2015-04-18 22:20-04:00 SINGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES: 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED `'`'�('� f�J` ,','' TO COMPLY WITH THE FLORIDA BUILDING CODE(FOC).CURRENT VVI M EMS EDITION INCLUDING THE HIGH VELOCITY HURRI:ANE 70NE(HVHZ)AND 19W SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL HM IMPACT USE AS DEFlNED OCALA,FLORIDA$4474 IN ASTM E 1998 PER THE FBC. WWW.CWS.CC 2.GLAZING OPTIONS:(SEE SHEET 2) 53 V8'MAX OVERALL RANGE WIDTH 3.CONMGURATKWS:'O/X'. 8100 PVC 517/8,MAX UNIT WIDTH SINGLE HUNG 4,DESIGN PRESSURE RATING: 47 11!16'GLASS DLO .NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND IMPACT GLASS TABLES ASTM E-1300-04. A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER N N INFILTRATION TEST PRESSURE AND GLASS TABLES i;s �3 ASTM E-1300-04. MAX MA _ __ I S.ANCHORAGE:THE 3311396 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR x F OVERALL I FI DETAILS.W INDLOAD DURATION FACTOR Cd-1.8 WAS USED FOR WOOD : HEIGHT ANCHOR CALCULATIONS. i ZNZ B O B 26 VGLAlC e.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE a O DLO NOT REOU97Eo. a I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT � w D W MAX I I USED AT FIXED MEETING RAIL AND JAMB. o a UNIT HEIGHT S.SERIES 1 MODEL DESIGNATION SH-8100. 9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING: X=OPERABLE SASH,O-FIXED SASH 30 311 r 26 ® d Z MAX. Ire 10.SECWN CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR N H I `, I SASHGLASS N DRE 4 4 HEIGHT Z DLO ` W W %T //" I 6 11.EXTERNAL WEEP SLOT=1/4'x 1-1l4'LOCATED 4'FROM BOTH ENDS. �►`c, ...... G�'L44 No 58201Lucas x 4 I i S TurnerA or ID STATE OF ho n - -- - 2015-0411s�&%.I O RSO e ` A 15:15-04:00 +q;ONA1-�•` 461/16` N►rp•rr� GLASS DLO z 4a w 4111/2015 MAX SASH WIDTH LUCAS A.TURNER,P.E. FL PE#58201 •• ••• • • • • • •• 1239 JABARA AVE- NORTH VENORTH PORT,FL 34288 • • •• • • • • • PH.941-380-1574 • •• • • • • ••• • • • • • • • • • • H N]N: •• ••• •• • • GENERAL RTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES a ELEVATIONS.....1 •)ESICN PRESSURE DRAWN W. DATE-. GLAZING DETAIL................................2 • • 1MAXP UNIj NZE • • IMPACT RATING BAT 0&18!12 SECTION VIEWS.................................3 :'RATING EXTRUSIONS 6 B.O.M........................4 • ANCHOR SCHEDULE a NOTES.........5 ••• 51-7/ "1C -3/4' •• ••�l-70 PS>= LARGE MISSILE IMPACT CWS-812 B INSTALLATION DETAILS.........-.........8 SHEET 1:15 1 OFB ••• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • wry 1800 SW 44TH AVE. li OCALA,FLORIDA 34374 W W W.CWS.CC 8900 PVC SINGLE HUNG IMPACT � F ao I 71r OVERALL INSULATED BASS WT OVERALL INSULATED GLASS 5 tAT'ANNEALED OR TEMPERED 118"ANNEALED OR TEMPERED Cil 07 to + 7116'AIRSPACE 7118'AIRSPACE 5116'LAMINATED GLASS 5118'LAMINATED GLASS fA — I�FRo 1 I 18"ANNEALED 118'ANNEALED w 0: .000"PVB INTERLAYER BY DUPONT .09V PYB INTERLAYER BY DUPONT 4 118"ANNEALED 118"ANNEALED 8 w OURABEAL BY TRUSFAL DURASEAL SY TRUSEAL 4 PURFECT GLAZE"W OR SIKAFLEX 552 PURFECT GLAZE"H"OR SIKAFLEX 552 D] Q g 1 1W GLASS BRE 1 t!2'GLASS BITE �a0�•0OSw,,�4 l` Ne v i Ne55209 1�i 1 1 s���� sTATe of r"g1a �,yF���o a:o F Q�?•r O 7� FIXED UTE SASH UTE 4111!2015 LUCAS A.TURNER,P.E. FL PE 6 58201 .. .•• • . • • • •• 1239 JABARA AVE. • • • • • • • • • NORTH PORT,FL 34288 • • •• • • • • • PH.841-38D-1574 • • • •• • • ••• • • CO.: • • • • • • • TDEs0RP1 •• • •• • • • •• GLAZING DETAILS Ei ••• •i• ••• ••• ••• ••• BAT 06/18/12 •• • • •• • • • • • • CO.: •• • • • • • • • CWS-812 8 SHEET 1:1 2 OF 8 ••• • • • • ••• • • INTERIOR N�INDOYV 1800 SW 44TH AVE. OCALA,FLORIDA 34474 wW W.CWS.CC 81W PVC i ® SINGLE HUNG IMPACT In N_ t � 3 1 1 1 4 g ~ } SECTION 11-B w m NOTE:LEFT SIDE SHOWS FDO:D SECTION VIEW, a O RIGHT SIDE SHOWS SASH SECTION VIEW. w O W 1 d Q o ¢ w � T � 1 MTERIOR m < Q 9 2 6 �dN•pJ1ORE aa'yy i•.J' ��C E k�G`7�'r •Ne 58201 ����i 1 3ro• 9Q L STATE OF 1 •yORI�lO�r``, 'y s�ONA 1 �``• z�- t 6 4/11/2015 2 LUCAS A.TURNER,P.E. FL PE*58201 •• ••• • • • • • •• 1238 JABARA AVE. • • • • • • • • • NORTH PORT,FL 34288 • • •• • • • • • PH.841-380-1574 • •• • • • • ••• • ; • • • • • • • • • 31t Tpµ SECTION A-A SECTION VIEWS • ••• • • • • • • • • • • • • • • • BAT 06(18/12 NOTE: ITEMS NOT SHOWN FOR CLARITY: •• • • •• • • • • • • 20,25 28,3837,44,51-52,55-56,64,87-88 • •• • • • • • • • CWS-612 B SHEET 72 3OF6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PARIS LRT FRAME CORNER �5/[lCIIJ1(i REM PART# Main Fr..S VENDOR MATERIAL 3 118'---�{ CONS71RUCDON 1 H-0031 Mein Fc,SN,vr/ .,PVC Heed Mikron 'A 2 MP H-GOW n Fr.,SH, PVC,8111 Mikron Vinyl t 15ne WINDOW SYSTEM 3 H40W M�1 Fr.,SH, PVC L.Jb. Maw vinylt ,--26116' 1900 SW 44TH AVE. 4 H-003/ n Fr.,SH,WFlp.,PVC,R.Jb. Mk w Vin I 2 OCALA,FLORIDA 34474 6 5-1577 Impact mark Ak•n 3 1 r e WWW.CWS.CC 8 H-6027 Sash Most.Rab,PVC Miran I 211116` 1 1il8" 15V 9 1497 TOMSash ohoash Meet.Reil KMkron Alum I 1/16" iJ1� 1/18' CORNERWELD $100 PVC t0 B Sash Bottom Rall,AVC Mkron Virryr 111E (ALL 61bE9) � 12 H-0004 Sash Sld Bal.Roll Mkron Vinyl 1 I SINGLE HV 13 8-1498 R•Ird.S.B.R./5. . -8831 PVC SASH BTM. -8026 PVC SASH TOP RAILEll27 IMPACT NG 14 S-0084 .Bd.,718` Mixon Vi1ry PVC FRAME FLANGE RAL � 18 8-6013 Scm. vdM.PVC,Hork. Mkfon Vicryl 19 S-6014 SCm. PVC,Ved. Mkron VkvI 20 -0029 Sash Stop/Filler,PVC,Vert. Mkron VnTj 1 112' eZ Iu 23 H-1699 ReInlarcement,SBR Keymark Alum 7/9' 1 3flr a o 24 P-2190 once 881 9116 1 Y FF 25 P-3059 Sash CMI, V B81 Plastic 8 FD(EI)MEETING RAIL m m 26 F WM Take Cli BSI SS l�'/l 1 sre 2119 ins' w 27 P-40N Lock,irn PVC kRrebck 1116„ SCREWED TOGETHER MATH m w 28 4089 Impact,PVC Interlock mac OUTERFRAME n 30 P3215 Weep W/Flap Gow Plastic REINF.,IMPACT HOOK-1112 1� I u) 32 P-3429 Wst .,0270 x.187 beck FklSeal,G Ultraleb PVC SASH SIDE RAR.-8004 FlXM RAIL-iow W O 37 P-4638 #8 x 2-1/2 PH Mod as,type A,TEK 2 Fasteft 81001 a SSS 38 1 P 9768 #8 x 0.825 Ph PH SIMS Hub 81001 15118• 8118, ,� T 39 -4051 W#8 x 1.250 Ph FH TEK,WN. Hub City Slow 117, �11911 � w r r 1 1/7 40 P4264W#8x3/4 FH PN Md#B Hrsd,TEK, Hub dY Steel �_ � I 44 P3752 Senn Sealer,S ole Schnee ?Ar 1 s to 45 P9752 PI ,1/2" 84/ Nylon '/18 t/ts' m 'a z 47 P943a Skalox 552 or P~Glaze 1 H0rke V1s• r_ 48 P-3W So.Slit.,85 DIs.,1/8-x 5W x 2` F.Lme Rubber PVC SASH STOP-a= PVC SCREEN CATCH-6013 PVC FDfED RAIL COVER-8063 PVC SCRE94 SUPPORT-6019 pasltwrratq 51 P-3861 Ternporary Ubl.RrFRC4 4•aURE1ygir 52 P-3613 CWSLbI. Pro Label 53 'GT�s v�C'ENEF~•;Q 4j GLASS 54 Fahixec SFS SHEET GLA 3/16` 314 5f8' v4• ;?' Ne 58201 } S i Girl ,r '*S 58 P9281 Dun�eet 15118' 1n6• 1' 9 718' ocQ 62 P3218 Screen Frame, riz. Alimetal Aum T 1fir �— � tn6' 9 S STATE OF (W' 54 P3321 msen Frame,Vert. AllmetallFd um REINF.S.B.FLMS.R.-1490 REINF. BTM RAIL-lose REINF.TIP RAIL-1497 B4 P-3321 Screen Frame mer Key Alimetel Plestkt PVC GLAZING BEAD-e084 65 P-35B1 Screen Cloth,18 x 16 FI a Bonenue Fiberglass 66 P-3228 Screen ll Too 55 Dia.,Bk. Daps 1 rrylhInIO 67 P3029 Pull ab Summl Alum 68 P9033 Screen n ,SS Flre .Semen SS 4/11/2015 70 P-W 13 raw SuppoA Mow T.Plastics brr LUDAS A.TURNER,P.E. 71 H-18M Alum.Fbred Full Keymalk Alum 0 9n 8• FL PE#58201 72 S-6063 Cofer,Fixed Rao Mkmn Vinyl O 1239 JABARA AVE- 73 -1112 Reinforcement,Impact Hods KsymarlP •Alem• • • • •• NORTH PORT,R 34288 7a P-9541 #8 x 1/2•,Pan Head,TEK terrel St i i PH.841-31574 • •• • • • • •• 1!SIB" 112' LINE ITEMS NOT USED: •• • i ••: 000 • • S 518" 5,7,11,15-17.21-22,29,31,33 38,41 43,48,49 50,bS,57-81,89 �17-71 Imo--3 BOM AND EXTRUSIONS 7B" SCREW SUPPORT-3113 " • 0:0• • • IMPACT HOOK BAT 06/18/12 • • • • • • • 411grj• uwa—M REV.— •• • • •• • • • • • • CWS-812 B NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 LftCSS C"ERW%VbTtIe,• ••• ••• SHEET 1:2 40F8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • s'•MAX('TvP.) 17•MAX D.C.(TVP.) WINDOW 1T1'3TBiS S'MAX(TIP.) 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC SEE NOTE z O,� V� ^ 101/7 I I V 00 PVC MAX O.C. mPa SINGLE HUNG O -�-- INSTALLATION IMPACT ANCHOR(Trp.) j ao 101!7 0 z > MAX O.C. W p c ( TYP.) CL C [�jLpj7 w cc Saco 4-(TVP.) -- -- -- m c g C,(TVP.) NO ANCHORS REQUIRED IN SILL ,4gAtmwrq AdCkIQR AYOUT-(FLANGE) •' $F• �� v! Ne 55201 � !i +yi NOTES S9� STATE OF 1,4u A 4ir" 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED M SRL 8� 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USN4G LOAD BFARNG SHAHS. MAX ALLOWABLE SHIM STACK TO BE 1/4'. USE SHAu1S WHERE SPACE GREATER THAN 1/15-IS PRESENT. LOAD BEARING SHIMS SHALL BE 4NpNNq�„ AAS CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SRE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. 4/11/2015 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 LUCAS A TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#5820I S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE W 1239 JABARA AVE - SPECIFIED MMIIjFACT�ffIERN6 INSTALN►4T ION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH ORT,FL 34288 SPECIFIED IN TABLE 1,SHEETS. • • • • • • • • • PH.94180-1574 ANCHOR NT TO SUBSTRATE SHALL BE BEY014 5.NSTAL AE IONSDTO OLD CONCRETE OR OROUT++ W Y� T T 1 X WOOD BUCKS BETWEEN TU OPENINGS, HE PRODUCT AND T NT SHALL BE BEYOND 8 SKS,IF USED,INTO SUBSTRATE. SWEt DESCRIPTION: INSTALATK)NS TO HOLLOW CMU REQUIRE THE E. USE 1X BETWEEN THE PRODUCT AND SUBSTRATE, ANCHOR SCHEDULE AND NOTES 7.A MINIMUM CENTER TOCENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:S'FOR MASONRY,1”FOR WOOD AND METAL S.WOOD OR MASONRY OPENINGS,BLACKS AND B $TE SHALE LY DES&xoA=HE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SAT 08/18/12 SUBSTRATES SHALL MEET THE MINIMUM STRENG �Fl& MENTS,S TOWN iN TABL€1,SHEET&CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. - •• • • •• • • • • • • CWS-812 B 9.SEALING AND FLASHING STRATEGIES FOR OVERALL VMTER;IVMSTANCEOFMSTALLATION SHAFL ITE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 10D(FIN WINDOWS),FMA/AAMA 2OWFLANOE WINDOWS), A"DMR 250(BOXNINDOVAR FMA/AAMAMPoMA 300(EXTERK)R DOORS) LE: SHEET 1:15 5OF6 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • TYPICAL HEAD ANCHORAGE (/ n1h(l4f}ill�nvf MN.EMBEDMENT YYMW SYIL7'E�'M MIN.EDGE DIST, SEE TABLE 1 SUBSTRATE SEE TABLE 1 BY OTHERS 19W SW 44TH AVE, 144 MAX SHIM SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS SEE TABLE WWW.CWS.CC MN.EMBEDMENT PERIMETER SEALANT SEE TABLE 1 BV INSTALLER MIN.EDGE SIN EETABLEDIST. ��PVC SEALAINSIDE NT BEHIND SINGLE HUNG NSiALLATKXVANCHOR SEALANT BEHIND SEE TABLE i FLANGE BY INSTALLER 114'MAX SHIM IMPACT h N_ WW ao PERIMETER SEALANT F BY NSiALLER INSTALLATION ANCHOR-- ` > SEETABLE1 NSIDEANDOUT w ¢t iri SEALANT BEHIND E BY INSTALLER a CONTINUOUS DOUBLE 3/16'BEADS OF B HORIZONTAL SECTION cn $ O Z � TREMGLAZEU1600SEALANT AROUND 6 TYPICAL JAMB ANCHORAGE o O Q PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER S2 a 1/L"MAX SHIM SEALANT BEHIND G FLANGE BY WALLEfl ir PERIMETER SEALANT BY INSTALLER MIN.EMBEDMENT m ' INSIDE AND OUT SEE TABLE 1 iitiN III Hlup ai PtivREW TI'(►i SUBSTRATE BY OTHER6 r .viG E Ns�ti� '6�.I SEE TABLE 1 j= ? N• 5ffi01 SS MIN.EDGE DIST. C*� * _* SEE TABLE 1 vt A VERTICAL SECTION :'94 STATE OF -AU 6 TYPICAL SILL AAICHOMGE !60'n%'R t 4►J? 'jb BjONA4�aii' y►►►/nnld+�i 4/11/2015 TABLE 1:APPROVED INSTALLATION FASTENEtiq SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A #58201.P.E. FL PE 858201 CONCRETE(20 KSI MN.) 9/18'IIYY TAPGCN 1-1/2' 1.1/8' BY(INSTALLER SEALANTPERIMETER z 1239 JABARA AVE. HOU-OW OR OROUT-FILLED CMU(117 PCF MN.) 3/1 B' • • @. • • • 2' INSIDE AND OUT NORTH PORT,FL 34288 PH.941 980.1574 CRETE(2.85 KSI MIN.) 3116°LRCO ULTRACON•• • • • • 1' e BOX (FRAME N6TALLATXXV ��� GROUT UT-FILLED CMU(ASTM C-90) 3118'EL UL • • s •i-i14' • 21/2 HEAD AND SILL SIMILAR FOR BOX INSTALLATION 2X MN.SOUTHERN PINE(0-0.56) 3118' TA t-3IBINSTALLATION DETAILS . 7/8" OR ELOO ILTRAODN FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 2XMINL SOUTHERN FINE(6.0.65) 810 WOOD SCREW 1.318` 7/8' UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: RAWN : 16 GAUGE(0.060')MN.STEEL STUD 810•&6 HLy XWK-FU X6R RW FULL THREAD BAT 06/1S/12 (33 NSI YIELD MN) TEKS I ELF-BRLLNG SCREW* •THRRUb odjr • • 7/16' MIN.1/4'FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED IAr ALUM.(6063-T6 MN.)OR 81 QQADE SELrrT RBIG/• •FUtL THREAD• • INSIDE AND OUT,FULL PERIMETER,BY INSTALLER, CWS-812 B 118•STEEL(33 KSI MN.} #18 W SOgXyy • • • L L TH EA • • 7/16' PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENT'S AS SHOWN FOR FLANGE WINDOWS. SHEET 12 BOF6 • •• •• • • • •• •• ••• • • • ••• • • Florida Building Code Online Page 2 of 3 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/14/2015 Date Validated 04/21/2015 Date Pending F8C Approval 04/25/2015 Date Approved 06/23/2015 Surnmery of Products PL# Model,Number or Name Description 5823.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung(Impact) L m of Use Installation Instructions Approved for use In HVHZ:Yes FL5823 R6 II CWS 155C(SH--810Q.Impact).pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure.N/A Evaluation Reports Other:Large Missile,see Installation dwgs.for Max.size FL5823 R6 AE DuPont PVB NOA 13-0129 27.odf and DP.Outer lite In I.G.must be safety glazed when used FL5823 R6 AE [aIReo CWS-155C(SH-8100.Imoact).Ddf above 30 ft.in HVHZ.Glass complies to ASTM E1300-04. FL5823 R6 AE Ouanex(Mikron)NOA 12-1017 02,0 f Created by Independent Third Party:Yes 5823.2 SH-8100 Cont.Hd.&Sill SH-8100 Cont.Hd.&Sill(double Single Hung),Impact,74 1/8'x 63". Limits of Unstallation Instructions Approved Zrfouse In HVHZ:Yes FL5823 R6 II CWS-4408(SH-8100.IMP.74x63. Approved for use outside HVHZ:Yes CONTHDSL).Ddf •••• Impact Resistant:Yes Verified By: Lucas A.Turner 58201 • • Design Pressure•.N/A Created by Independent Thfrd�artyr:Ygs 0000 •••• • Other:Max.unit size 72-7/8'x 61-3/4'.Outer lite In I.G. Evaluation Reports •• • •• • • must be safety glazed when used above 30 ft in HVHZ. f • • • Glass complies to ASTM E1300-04. FL5823 R6 AE EvalRer)CWS-4 B. -8109 I 7 x63. •••••• COrdTHDSL).ndf 96996* • • • FLSB23 R6 AE Ouanex(Mikrorj AjQQ 12-1017 Q29odf :000% Created by Independent Third Party:Yes • • 5823.3 SH-8100 Cont.Hd.&Sill SH-8100 Cont.Hid.&Sill(doutlh*!Iflot Hung),Rift". ,.4 ••••• 1/8"x 72'. •• •• •• • 000000 Limits of Use Instaliation Instructions •••••• • •• Approved for use In HVHZ:Yes FL5823 R6 II CWS-491B(StC-8105.I P.7497,2. • Approved for use outside HVHZi Yes CONTHDSL).odf •••••• Impact Resistant:Yes Verified By: Lucas A.Turner 5 201••• • :000*: Design Pressure:+67.5/-67.5 Created by Independent Thirdtdy:YQs . 000 . • Other:Large Missile,DP—+/-67.5 psf,Max.size 74-1/8" Evaluation Reports • • • x 72".Outer lite in I.G.must be safety glazed when used FL5823 R6 AE DuPont PVB NOA 13-0129 27.12&0 • above 30 ft.In HVHZ.Glass complies to ASTM E1300-04. FL5823 R6 AE EvalReo CWS-491B(SH-8100.IMP.74x72. CONTHDSL).ndf FL5823 R6 AE Ouanex(Mikron)NOA 12-1017 02.Ddf Created by Independent Third Party:Yes 5823.4 SH-8100 Vinyl Single Hung Oriel SH-8100 Vinyl Single Hung Oriel Window w.HD FMR,5 HI sash. Limits of Use installation Inst 19o5u Approved for use In HVHZ:Yes FL5823 R6 II CWS-295C(SH-8100.IMP.52x96).odf Approved for use outside HVHZs Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +67.5/-67.5 Evaluation Reports Other:Large Missile,52"x 96"w/5 HI sash,+/-67.5 psf. FL5823 R6 AE DuPont PVB NOA 13-0129 27,odf Outer lite in I.G.must be safety glazed when used above 30 FL5823 R6 AE DuPont SGP NOA 11-D624 02.Ddf ft.In HVHZ.Glass complies to ASTM E1300-04. FL5823 R6 AE EvalRep CWS-29SC(SH-8100.IMP. 52x96).odf FL5823 R6 AE Ouanex(Mikron)NOA 12-1017 02.odf Created by Independent Third Party:Yes ® Nent http://www.floridabuilding.ora/t)r/pr_app_dtl.aspx?parain=wGEVXQwtDgvMdF6zR4iHL... 6/24/2015 Florida Building Code Online Page 3 of 3 �l:;)�Noah Neem•Siraat.Tallalu�ea FL 92399 Phone:850-497-1924 The State of Flodda Is an AA/EEO employer.Coovrioht 2007-2013 Stat&of Florida.:;Privacy Statement;;Accessibility Statemert::Refund Statement Under Florida law,:mail addresses are public records-If you do not want your*-mall address r•le•eed In rasM to a public-records request,do not"ridaleOmnk mal m th6 eMRy.Instud,contact the office by phone or by traditional mail.If you have any questions,please contact 950.487.1995.*Pursuant to Section 455275(1),Florida Statutes,affective October 1,2012,licensees licensed under Chapter 45S,F.S.must provide ties Department with an email address if they have one.The smalls provided may be used for oilidal communication with the lipmae•.However small addresses aro public record.0 you do not wish to supply a personal address,please provide the Department with an wnall address which can be made avalable to the public.To determine Kyou are a liewses under Chapter 455,F.S.,please click jam. Product Appr•eal Aowpba: Ice®® socurlt sutwn•a 2 21 • • 0000 0000•• 0000•• •• • 0000•• • 0000•• • • • 0000•• 0000 0000 • • • • • • 0000 0000 0000• • 06•646• •••• 0.000 •• •• •• • •466.6• • •6646•• • • • • • • ••46.46• •••466• 0 see • • • •6.46•• • • • htcp://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvMdF6zR4iHL... 6/24/2015 URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 1550 April 18,2015 Product Description: Series 8100 PVC Single Hung,Large Missile Impact,53 1/8"x 76"unit size at up to+/-67.5 PSF,36"x 62"unit size at up to+67.5/-75 PSF,7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite —Air—5/16 Laminated(1/8Ann-.090PVB-1/8Ann)inboard lite Manufacturer: Custom Window Systems,Inc. 1900 SW 40 Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005(4). This product complies with the requirements of the 5th Edition(2014)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-155C,signed and sealed by Lucas A.Turner,P.E. 3) Test Report NCTL-210-3668-1,-IA,-2,-2A,3669-1,-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 1994,ASTM E 1886, 1996 2002/2005,and AAMA A440 2005 4) Supplemental Calcs.to support CWS-155C,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-155C. 00•. . . 00000* 0000 0000.. .. .. . Limitations of Use: This product: • • May be used in O/X configuration in sizes,design pressures,and with max.gM9 VL•O heights aS 0.0.0 0000 000.. . shown in CWS-155C 0 .....0: 0000 • Is impact resistant and does not require the use of shutters 0000 • Goo0 0000 • • May be used in the High Velocity Hurricane Zone • • .. 0000 0000. • Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outbcatd lite'(Tem fVo ; 000000 required above 30 R in HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB-1/$"inboard lite • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.27, : 0 : 0 0 0 0:. 0 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.OA; 000..12-j 917.02,• 0 0.0 000 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and flFitl that they comply with the requirements of the 5`"Ed.(2014)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. 1 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. ���glf�nla�prr. F, • +r y - ■ No 5821 *: * *: 4/18/2015 �r Lucas A. Turner P.E. ID- NATE bF � FL PE#58201 w. Turner 2015-04-18 22:13-04:00 SINGLE HUNG - LARGE MISSILE IMPACT GENERALNOT�: SHOWN w/DIFFERENT OPTIONS 1•THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED - • } TO COMPLY WITH THE FLORIDA BUILDING CODE(IBC).CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM E 1998 PER THE FBC. WWWCWS.CC 54 31r y OVERALL FLANGE WIDTH 2,GLAZING OPTIONS:(SEE SHEET 2) 8100 PVC 371x4' 3.CONFlGURATIONS:'0/)C. SINGLE HUNG — 59 118'MAX,UNIT WIDTH -- OVERALL FLANGE WIDTH 1 4.DESKiN PRESSURE RATING: -- 4818118" i -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND IMPACT GLASS DLO y MAX 11NR WIDTH --i GLASS TABLES ASTM E-1300-04. I POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER Co $1 13MIr INFILTRATION TEST PRESSURE AND GLASS TABLES Q LLl 77114" I i I GLASS DLO ASTM E-1300-04. Q Q MAX e O OVERALL' I I A m 6.ANCHORAGE:THE 331!396 STRESS INCREASE HAS NOT BEEN USED H j-- I - - IN THE DESIGN OF THIS PRODUCT,SEE SHEET 8 FOR ANCHOR Y W L, - 7 DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O 33!5/1.r. -r ANCHOR CALCULATIONS. w GLASS 631!4" I I fi 78' I i DLO FIANCE OVERALL I I S.PRODUCT APPROVED FOR IMPACT RESISTANCE, THE IMPACT ROTARY c MAX i I HEIGHT O z7- LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL $ $ j HEIGHT I I e* B B GLASSD HURRICANE WINDS OPERATION BUT UAND FLYING DEST BE EB RIS. TO EXPOSURE TO CC Ix w y a a cc _...rMAX I UNIT7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT O O Q ' B I HEIGHT I I I i USED AT FD=MEETING RAIL AND JAMB. l_U 12 t� 375/16' I e i j I I 8.SERFS i MODEL DESIGNATION SH-8100.MAX. 31r SASH 8 GLASS HEIGHT X DLO MAX8` 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: V m '� z D MAX X-OPERABLE SASH,O-FMO SASH g SASH X 2T ,4¢pxo�y4 HEKHHf GLASS DL 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR +�, P��,wy T�•i� I j 1 j LOCATION. 46 1 trV�GENa�GNv; 11.EXTERNAL WEEP SLOT-1/4"x 1.114•LOCATED 4•FROM BOTH ENDS. .v r No $8¢01 ''e. 1: p - C A 1 12.SWEEP LOCKS INSTALLED ON WINDOWS OVER 36'x 62". 46 318 O.I._. ...— 11 %I)- STATE OF 1�4U GLASS DLO GLASS DLO �'� 'to.y0 R _ 4911116, _ ais/ - Lucas A.Turner ' �as8io.•... �: MAX SASH WIDTH �..MAX SASH WIDTH �IrypA i �` 2015-04-09 12:43-04:00AMmi_q X� LUCAS A-TURNER,P.E. FL PE 1358201 1239 JABARA AVE. •• ••• • • • • • •• NORTH PORT,FL 34288 • • • • • • • • • PH.941-380-1574 SHEET 1595MMMM: • •DEIGN PRESSURE GENERAL NOTES AND LOCATION MRK, 15MIT SIZE RATING IMPACT RATING ELEVATIONS TABLE OF CONTENTS GENERAL NOTES&ELEVATIONS....., �� •• - xADE A DB/10108 SLATING DETALVIEWS ..............................3 �� • •+-.67.5 PSE,.-.;; LARGE MISSILE IMPACT CWS-155 �.: c SECTION VIEWS S ALT.FRAME........3 EXTRUSIONS&B.O.M__.....................4 ^• ANCHOR SCHEDULE&NOTES _5 • "� • INSTALLATION DETAILS.....................8 +67.5 -7 PaE SCALF. 1:1 S H]F S ••• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • F•-. -.. W OVERALL I ISULATED GLASS ----'f-716'OVERALL INSULATED GLASS —...W ANNEALED ll8•ANNEALED 2DOW$1'BTEM 1900 SW 44TH AVE. i�--- 1 -7116"AIRSPACE —y—� 7H 6•AIRSPACE OCALA,FLORIDA 84474 +-� 51/8"LAMINATED GLASS �•--�-._..ShB•LAMNdATEDGLASS WWW.OWS.00 �- {- 116•ANNEALED -N "�-116•ANNEALED r 8100 PVC I I .060"PVB INTERLAYER BY DUPONT .060'PYB INTERLAYER BY DUPONT -- �- Itr ANNEALED 1 v6•ANNEALED SINGLE HUNG DLIRASEAL BY TRUSEALDURASEAL BY TRUSEAL IMPACT 1 PURFECT GLAZE"W OR SIKAFLEX 552 i PIAiFECT GLAZE"OR SIKAFLEX 552 j E;7fiW LASS BITE m-GLASS BRE � 4 o > Lu ir IL 0. a 12 W GLASS TYPE A GLASS TYPE A o w SASH LRE FIXED LITE o omaz � qu►,n,,,rp -719.OVERALLINSULATED Goss r- —--I—WW OVERALL INSULATED GLASS rp•0p1�n W TGyy r�--.... j---117'TEMPERED I-- 119•TWPERED '� .•y�O$Hyq�,•.••�Q • v r No 58201 = -- -- 7116•AIRSPACE ----7116•AIRSPACE t �- —-5118'LAMINATED GLASS •a; * ?a Z � .— 5+16•LAM94ATED GLAS5 116-ANNEALED — 1/B"ANNEALED STATE OF Stby.= { .aeo"PVSINTERLAYER BYDUPONr 4Ci��LA4 opt N�': 090•PVB INTERLAYER BY DUPONT 513$ a•••.•••"��� . 119•ANNEALED 116'ANNEALEDr�rnkAl- ongee DURASEAL BY TRUSEAL --DURASEAL BY TRUSEAL Z 1 PURFECT GLAZE'H`OR SIKAFLEX 662 1 PURFECT GLAZE"FP OR SIKAFLEX 552 —.� --f LUCAS A.TURNER,P.E. 1 117 GLASS SITE 1W GLASS SITE FIL 1239 P # G JA 5 AAV E. •• ••• • • • • • •• 1. NORTH PORT,FIL 34288 PH.941-380-1574 • •• • • • • ••• • SNEET DEBCR . 4 •• ••• •• • • • •• ODRAWGLAZING DETAILS N BY: ... . . . . ADE 06/Dm 10/08 . . . . . . . . . . .. •• • • •• • • • • • • GLASS TYPE B CWS-155 C GLASSTYPE B ••i i• ••• ••• ••• ••• SASH LITE SHEET FIXED LITE 1:1 2 OF 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INTERIOR WIN W SYSTEMS 3 1 10 11 1 15 3 1900 SW 44TH AVE. T OCALA.FLORIDA 34474 W W W.CWS.CC 41 41 W pyrya t 01 PVC SINGLE HUNG IMPACT 12 1 w 12QS? a � so SECTION VIEW B-B w Y Lu a m NOTE:LEFT SIDE SHOWS FDCED SECTION VIEW, Z RIGHT SIDE SHOWS SASH SECTION VIEW. O + o a 2 1 w U 7 INTERIOR g g o V m a Z 48 aa+t+""�•hyy t9 �a+`"�1OREW TGMy s.�� No 58201 ti L v3 6 V9a STATIM OF f4V1 1213 O ! �• 9 My4j, Np 11 � 25 © tflo 1 ;tzr` 4122015O aD r 9mmmRF&dk FLUCAS A.TURNER,P.E. 1 FL PES 38201 1239 JABARA AVE 2 •• 00: •• • • • • •• NORTH PORT,FL 34288 41 0• • • • .0. • • • PH.941-38D-1574 • • • • • • • • • SECTION VIEW C-C SECTION VIEW A-A •• ••• •• • • • •• ALTERNATE FIN FRAME SWEEP LOCK REQUIRED SECTION VIEWS NO SWEEP LOCKS ALLOWED FOR SIZES OVER 36"x 67. DRAWN FOR UNITS 36"X 62'AND UNDER. • ••• • • • • ADE 06/10/08 zwtF• • • • • • • • • • • • TEW •• • • •• • • • • • • fIEMS NOT SHOWN FOR CLARITY: • •• • • • • • • • CWS-155 C 22,Z7-28,33-37,43-45 ••• • •• • • • SHEET 12 30F6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • REN PARTE DESCFAFWN PALIST FRAME CORNER 2DOWMTEMM �t WWi1 rape Head,FI Hu MATE,9AL V011110111Sin le PVC AiACF�J 3118' CONSTRUCTION2 H-6031 Frame 3111,F in a PVC MIK �- 11511 s'-- 3 H-OM1 Frame Jamb,Fig,Single MrV PVC MKRON 1 7 + —2 3n g- 1900 SW 44TH AVE 4 1+1838 Alum.Fixed Meet.mil ALUMINUMKEYMARK 2 1 T- OCALA,FLORIDA 34474 5 Fixed Rall Cow MKRON i 3 i a 6 �WWW.CWS.CC 6 1+6027 Sash T PVC MK 211/16' 1 a18• 1 618' 7 H-1497 NOrcemere for STR ALUMINUM KEYMARK v16• 8 H-8028 Sash Bolcom Rail PVC MIKRON T - ,lie' ,ns• CORNERELD 8100 PVC 9 H-1999 Reirlbrcemert for SSR ALUMINUM KEYMARK 1 1 8 SINGLE HUNG 10 fi0D1 h Side Rill V MI IMPACT 11 S-1490 RDinWemert for R ALUMINUM KEYMARK PVC FRAME FLANGE"603, PVC SASH 11TH.RAIL-6028 PVC SASH TOP RAIL-6027 12 3-81*1 Caft PVC I m Q 13 P-M18 jKe9W.Sweep Lock SULLIVAN — 14 P-3541 88 x 117,Pan Head,Tek TEEL AS NAL 3116' N Q 15 P-4632 Sweep Lock 21NC SULLIVAN a o 16 P-4 333 Barrel Fastener Sim FASTENAL T . 17 &Tackle Balance STEEL UDWELL 0 t 112 Y u w 1311W-----� Q 18 Purlact Olaze'lf or Skala 552 SIL FENKEUSKAFbcw MEETING RAIL 19 Sash SEESHEET2 LASS LACA 1 I�_ 1 4 SCREWED TOGETHER WITH �t U p Co 20 Fixed SEE SHEET CSS RDINAL 1118 OUTERFRANE LL a IM O 39n6 1518" 271x' ilia' 1:8 _v o Co 21 P4638 Wst .,/2270 x 0.187 bed, yFe Al ULTRAFAB Z 22 P-4638 M8 x 2-112 PH Mod. rues,Type A,TEK TESL FA3TE L ..1/16- ¢ Q 23 1710 x 1 1I Penhead SMS STEEL FASTENAL y a 24 Flat Washer STEEL FASTENAL o o — 25 5.6014 Screen Catch PVC MKRON �__ 1. PVC SASH SIDE RAIL46004 F0(®RAIL-2988 Z6 13 creep Support PV MKRON PVC FRAMEFN-eWe 27 P-4051 f18 x 1 114"Ph h K, ZINC FASTENAL 28 P-3749 06 x 0.526'Ckjad Fh TEK,Will. ZINC FAb'FENAL 0 m 1-12,:1 29 P-3783 Impect,Lock STEEL INTERLOCK 30 P40f>9 K TEEL NNE mss, y 31 P4264 f18 x 4 FH PH wlk6 Head,TEK,Wit STEEL NAL 41 5/16•r 112— r1 Ills" 0WRy 32 P-3218 Screen Frame ALUMINUM ALLMETAL T a 6118• 33 P-3321 Screen Comer K PLASTIC MSM 7g i r �-. (� 16/1x �'T' - ® 1-W No su0f %p S 34 P-3728 Screen Splire RUBBER [v1PA L Oar» Ir =*; 35 P-3581 ScreenCbth VINYL, WER — tl,e _ tn6• sro: * ! 36 P•3033 Spring STEEL HURLEY 9� STAT>' OF 1���: 37 P-3029 Screen P011 T� STEEL HURLEY PVC STOP-602b PVC GREEN CATCH-8013 PVC FIXED RAIL COVER-9063 PVC SCREEN SUPPORT-8014 ' r , 38 P-3352 Set. .118"x 5/8"x 2" RUBBER FRANK LOWE �g< O�' fi tiyDR1,, O� 39 P-3788 #8 x 518 Phil Parr ZIM ZAP FASTEP01 �� fOFfA4� 40 P4479 Weepco+ar PLASTIC 8M »Efnr�rlH4 41 P3113 BCYew 3upporl RUBKR TEAM 3/4'— -'� 3!4'-}�---� 5W 114• 42 P:6= PVC M 3/76- �' _ 43 P3959 PLAS MSM 1—i— 15"8' t_ tlts' �� 1��J 718 1 LUCASER,P.E, 44 P3295 Take Out Cl 1p STEEL SUMMIT "T" II_.� - 45 P 3942 SeemSILICOFE EE — clic i— L._ 7n6 } _ 1239 JABARA AVE. 46 P3752 Hole Pkjcl PLASTIC MSM ••• *AW.S%.Fft AFL•-1� •••REINF. BTA RAIL-1889 RENF,TOP RAIL-1497 PVC GLAZING BEAD-8064 NORTH PORT,FL 34288 47 H•OD48 Frame Efead,FK SIa PVC MKRON • • •• • • • • • PH.941-360.1574 46 P-4959 Wst . 0.420 x 0.187 bad, NYLON ULTRAFA • •• • • • • ••• • DIEET . •• 000 •• • • • •• BOM AND EXTRUSIONS WIW I DRAWN BY: DATE ... 1 —�— ADE 06110/08 • • •••• • • • • • • SCREW SUPPORT-3113 CWS-155 C •• • • • • • • • • NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-TS UNLESS OTHERWISE k1t'J7TED. •• ... ••• ••• ••• SHEET 12 40F8 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • lL�l<l.�lll 8"MAX.(TYP.i -- 4•MAX(TYP.)- r �+ - W MAX D.C.(TYR) 1900 00NSG�TMEY�P16 WV W MAX.(TYP.)- C MAX(TYP.) OCALA,FLORIDA 34474 } 4•MAX.(rYP.) Ir MAX.O.C.(TYP.) WWW.CWS.CC f - ANCHOR ATMIDSPAN(TYP.) 4"MAX(TYP.)- r f T.. a•MAX(IYP.) - + s"MAX.gyp.)-, 8100 PVC MAX.o.c. -- SINGLE HUNG 14" 0 (TYP.) z IMPACT MAX O.C. (TYP.) 1013M8• — 0 MAX D.C. 0 m 1 - MAX O.C. (TYR) 25 ib n 1 i t wro R u (TYP.) S �o 4"(ryp.). i �. -LMf6 fMl Y LL�y W F G m ` ') X X 4"PYP.)-J W X i to X 0 o 4 4 4 Q Raz; - T IL IL 0 0 0 - ANCHdI LAYOUT-(FLANGE) ANCHOR LAYOUT-(FN) ANCHOR LAYOUT-(FLANGE) A iOR-LAYOUT-(FlM IE R30"x82' GOES OVER 36"xW SMES SW x 6E"AND RIDER X538"xtiT AND UNDER g WQ U m ¢ O z � WREtT ,��• �,t19REW T�''4 ?J�v S-+ Ne NOTES: P: STATE OR !W 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. �. +�„[p ANQ..6* �� g"48jONA1- 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TOM 114". USE SHIMS WHERE SPACE GREATER THAN 1/18'IS PRESENT. LOAD BEARING SHIMS SHALL BE %H x"104 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 8. 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 LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE 1I 58201 1239JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACISElfWVST#LLOTNYQNSTWJCjION%&PID ANCHORS SHALL NOT BE USED N SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET e. • • • • • • • • • PH.941-380.1574 S.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING � REt 0 RPM,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE, tFiggrg PnON: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE E BQCK�JTWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEE A SU TRA NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRATYN BY: . 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL B 'FUOP 1 DE BY ARCHSTLRrT OR ENGRNEEIR OF RECORD APD INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 06/10/08 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS ASSHRO,1 I TABLEt,7141E'f�'i ONCRP�tE$N M�q�Y SUBSTRATES MAY NOT 6E CRACKED. D x •• 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE O*ZNST,UiA-&N SH&*LL SE JON)B>ja-WJS FbLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-165 C FMA/AAMA 100(FIN WINDOWS).FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMAM(BOX WIN6OWS),FMA/AAMA4WDMAWD(EXTT3UIOR DOORS) SCALE: SHEET 1�5 5OF6 ••• • • • ••• • • MIN.EMBEDMENT —+- qvl n�mm TYPICAL HEAD ANCHORAGE 9EE TABLE 1 BY OTHERS {�MIN.EDGE DIST. 1!4'MAX SNIM - SEE TABLE 1 MIN.EDGE DIST. �• -�+ SUBSTRATE SEE TABLE f ';~ SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. F SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BYOTHERS -- - -- -7 1/4-MAX.SHIM WWW.CWS.CC SEE TABLE 1 MIN.EMBEDMENT MIN.EDGE DIST. PERIMETER SEALANT -- SEE TABLE 1 SEE TABIILE 1 p�ftft BY INSTALLER .__J INSTALLATION ANCHOR-.. .. 1_ 8100 PVC INSIDE AND OUT SEE TABLE 1 SINGLE HUNG SEALANT BEHND /4T ..L SEE TABMK EDLE I IMPACT FLANGE BY INSTALLER 1/4'MAX.SHIM A �_ --PERiuIETERBEALANT a al r PERIMETER SEALANT BY INSTALLER Q S a0 BY INSTALLER N>�DE AND OUT INSIDE AND OUT —_._-INSTALLATION ANCHOR WO INSTALLATION ANCHOR SEALANT BEFM SEE TABLE 1 F- w SEE TABLE i FLANGE BY INSTALLER SEALANT BEHIND to FN BY INSTALLER HORRONTAL SECTKIN — RQONTAL SECTION t If 8 TYPICAL JAMB ANC 8 TYPICAL FIN ANCHORAGE �_ c y HEAD AND SILL SIMILAR FOR FN INSTALLATION R Rcc LL W d 114-MAX SHIM S � W SEALANT BEHIND o FLANGE BY INSTALLER I;u I 1 L U m s g BYRINSErER REST MN.EMBEDMENT �NptmgM INSIDE AND OUT SEE TABLE 1 �qt LOREIy11 .��ceas4P SUBSTRATE BY OTHERS yz/ No $$2D1• t'7J', SEE TABLE 1 MIN.EDGE DIST. ^* * •'A SEE TABLE 1 '-p; -.. -Q C A VERTICALSECTION ypQ STATE OF f&j O TYPICAL SILL ANCHORAGE 46 V3Itti1 R10I I;I_ 4`881 ata A l a �NAtn�t�` z� TABLE I:APPROVED INSTALLATION FASTENERS FRAME TYPE DIST. L' UCAS A TURNER,P.E. FL PE 0 58201 RMME CO►JCREIE(20 KSI MN.) 3118'RVY TAPCON 1-1/2 1-118 PERIMETER SEALANT 1239 JASARA AVE. • Aum AND OUT ER NORTH PORT,FL 34288 FLANGE CONCRETE(285 KSI MN.) 3118'ELOD Ll CO • • 1' D -BOX PH.941-380-1574 FLANGE GROUT-FLIED CMU(ASTM C-90) 3118'ELCO ILTRAQ7'F4 - • iM/4E *00 E.ilr BOX FRAME NBTALLATION 3/1� • ••• •• • • • HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE 2X MIK SOUTHERN PINE(00.55) OR ELCO ULTRACON 1:119' •7/8• INSTALLATION DETAILS FLANGE 2X MIN.SOUTHERN PINE(0=0.55) #10 WOOD SCREW 1.318• 7/8' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE FLANGE 16 GAUGE(0.060")MN.STEEL STUD 10-16 HLTI KWIK-FLEXOR f1VY FULL T>READ UP TO AND INCLUDING A BOX-FRAME APPLICATION 19 ACCEPTABLE PROVIDED: ' (33 KSI YIELD MN) TEKS SELF-fit •VIFY f • 7114 ADE 06/10/08 1/8'ALUM.(806345 MN.)OR 9f0 GRADE ABELF-TAMPING/ FSLLL4"MAD • • • MN.114'FILLET OF CONSTRUCTION-GRADE ADHESIVE CALLK IS APPLIED # v.: FLANGE 1/8'STEEL(33 KSI MIN.) DRILLING 3CR • • • 0. • • 7/j8'• INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-155 C • PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FN 2XMN.SOUTHERN PINE(G.O.55) 1#8 WOOD samm • • 1-lor • 7110P SHOWN FOR FLANGE WINDOWS. SHEET 12 60F6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •