Loading...
WS-17-658 k F PermittQ:' � ► Miami Shores Village PerrTili 7 Vie:Windows/ 10050 N.E.2nd Avenue NW - �r e err Window/Door ft,p144em Miami Shores,FL 33138-0000 ��.. y�eg� Phone: (305)795-2204 fit1►RID� 3 x��� �r, y date.� q'� Expiration: 09/18/2017 Project Address Parcel Number Applicant 155 NW 97 Street 1131010260130 Miami Shores, FL 33138- Block: Lot: CLIFTON PAYNE Owner Information Address Phone Cell CLIFTON PAYNE 155 NW 97 Street MIAMI SHORES FL 33150-1734 Contractor(s) Phone Cell Phone Valuation: $ 20,000.00 FLORIDA HOME IMPROVEMENT (954)792-4415 ... _ __.. .: m Total Sq Feet: 0 Type of Work:REPLACE 10 IMPACT WINDOWS AND 3 DOD Available Inspections: No of Openings:13 Inspection Type: Additional Info:REPLACE 10 IMPACT WINDOWS AND 3 DOO Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due jAnPay Date Pay Type Amt Paid Amt Due CCF DBPR Fee Invoice# WS-3-17-63275 03/22/2017 Credit Card $230.90 $50.00 DCA Fee Education Surcharge 03/13/2017 Credit Card $50.00 $0.00 Permit Fee ScanningFee Technology Fee Total: In consideration of the issuance to me of this permit, I agree t p rm the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings st to ents or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work do y it r myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WIND S, ;ORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing info i cur to d tha all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the ab n d tra or to dot a work stated. March 22,2017 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy March 22,2017 1 4 Miami Shores Village T 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 20I(A BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. ❑� BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: /1/ �V q�t ST City: Miami Shores County: Miami Dade zip: Folio/Parcel#: 11"310/— ate—o/9 a Is the Building Historically Designated:Yes NO eV Occupancy Type: _Load: Construction Type: 'r Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder) G �i /J Phone#: Address: l� W 1_1 _ST City: 11i'lld'i State: �G. Zip: Tenant/Lessee Name: N/A Phone#:N/A Email: N/A CONTRACTOR:Company Name: FLORIDA HOME IMPROVEMENT Phone#: 954-7924415 Address: 4070 SW 30 AVE City: HOLLYWOOD State: FL Zip: 33312 Qualifier Name: WAYNE T. BURNETT Phone#: State Certification or Registration#: CGC061890 Certificate of Competency#: DESIGNER:Architect/Engineer: N/A Phone#: N/A Address:N/A City: N/A State: N/A Zip: N/A Value of Work for this Permit:$ L®,L'= Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace Demolition Description of Work: REPLACE 10 j f4 p W 1 n`6fX W S [dl c Specify color of color thru tile: Submittal Fee Permit Fee$ Z 3 0 CCF$ 12- CO/CC$ Scanning Fee$ ! a�i� Radon Fee$ -L-1:5 DBPR$ .C4-'S Notary$ Technology Fee$ Training/Education Fee$ Lj Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) 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 Z;p 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$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 certfled 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. Signature Signatur r rk97���— OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this _ =;L day of 20 -* 9 by 2 day of MOL,-'r-k ,20 /i by OLVIZ& a'AIIA who is personally known to (4 JA AVAZ 7—&6V,* who is RffMMadXknown 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: Sign: Sign: Print: 7 T1lJGO Print GPP\a�� \SS�ooQ\es\oca\�o Seal: ��S;R►�;evo MTOi�Ff1 NDEZ Seal: % MY COWSSIM#FF 164915 EXP RES:October 12018 �, o 147E APPROVED BY ` Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application-Miami-Dade County Page 1 of 1 ICE OF V, HE PRO PER'N AP" RAISE Summary Report Generated On:3/7/2017 Property Information Folio: 11-3101-026-0130 155 NW 97 ST Property Address: 4 Miami Shores,FL 33150-1734 Owner CLIFTON PAYNE&W MATTIE Mailing Address 155 NW 97 ST MIAMI SHORES,FL 33150-1734 Primary Zone 0800 SGL FAMILY-1701-1900 SQ fY r P Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT ;, Beds/Baths/Half 2/1/0 _ :> Living Units 1 � Actual Area Sq.Ft f Living Area Sq.Ft Adjusted Area 1,487 Sq.Ft Taxable Value Information Lot Size 7,725 Sq.Ft 2016 2015 2014 Year Built 1951 County Assessment Information Exemption Value $50,500 $50,500 $50,000 Year 2016 2015 2014 Taxable Value ---4 $39,843 $39,2151 $39,003 Land Value $169,767 $125,366 $104,472 School Board Building Value $103,495 $103,495 $100,819 Exemption Value $25,500 $25,500 $25,000 XF Value $0 $0 $0 Taxable Value 1 $64,843 $64,215 $64,003 ..._............._._....____.. ....._ _._I _--- city Market Value $273,262 $228,861 $205,291 Assessed Value $90,343 $89,715 9,003 Exemption Value $50,500 $50,500 $50,000 $8 Taxable Value $39,843 $39,215 $39,003 Benefits Information Regional Benefit Type 2016 2015 2014 Exemption Value $50,500 $50,500 $50,000 Save Our Homes Assessment Taxable Value $39,843 $39,215 $39,003 Cap Reduction $182,919 $139,146 $116,288 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Previous Sale Price OR Book-Page Qualification Description Homestead Exemption $25,000 $25,000 $25,000 07/01/1988 $69,000 13773-2908 Sales which are qualified Civilian Disability Exemption 1 $500 $500 09/01/1972 $38,000 00000-00000 Sales which are qualified --------------- Note:Not all benefits are applicable to all Taxable Values(i.e.County, School Board,City,Regional). Short Legal Description RESUB OF BLK 2 OF BONMAR PARK PB 42-59 LOT 13 BLK 2 LOT SIZE 75.000 X 103 OR 13773-2908 07881 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://www.miamidade.govfinfo/disclaimer.asp http://www.miamidade.gov/propertysearch/ 3/7/2017 Miami shoresVillage ` RL' Building DepartmentoonU1111" 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Mei Tel: (305)795.2204 IORIDA 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: C. &' C/ %-1-or't JOA kk/42 Qualifier/Owner Signature Date Print Name 5 E4 n Specialty Engineering Consultants,Inc. �44IUEf.4. Wind Velocites In South Florida a 5 1589 SW 30 Avenue,Suite 920 Boynton Beach,FL 334328 v Dade Brm d Palm Beech 4 n FL.CA 9008217 Risk Cat.1 165 156 156 Low risk to humans forms sheds" 5 Risk CeL 2 175 170 170 S' a Ford Residences Risk Cm 7&4 186 180 I80 Essential Fnciliaea P:=q h•(GCP-GCP il) nffin ctle m a,d limitations itatlona of t,ae 1 CharW rovlde wind ressures based on Ore mean roof h hl And shall not exceed 60'-0w. am 2 n resaures are for an enclosed bu[Iindft ishultaus or other Impact resistance protection required). V(mph) 175 1620 FBC fa HV14Z,or Fig 26.5-1a 3 User shall determine the mean root he Eave h ht+•Roof Peak -- _ Risk Category 11 Table 1.5-1,page 2 4 End zone didance lathe lessor of 10°k of le 10%of width or 40%of the mean roof height and not less than T-W Fa7wsmc C secdm 26.7 5 If 50%of a component N Ina particular zone then that component Is wtrebered to be in zone with the majority of the area.If uestionable then place InZonorT I _ Kd 095 Table 26.6-1,page 250 8 Each tourponent,window,door,mul0on has a bibulary area that Is area to be used.Area of com nenta to rounded down but shell not be less than 10 sf..- _- K4 1Figure 26.8-1,page 252 7 For NOA's that require a Kd=1.0 then multiplythe values listed herein 1.18. { GCpi 0.18 -0.18 0.55 8 Wird resaures are based on Allowable stress d n. pitch of roof 3112 14.0 degrees 9 n reseures listed herein are vaW for es 8 and C and e re D.max roof height 30 theta 14.0 degrees 10 1 Charts and values Meted herein are only vaW when signed,datedand sealed O McDo le PE 956214 of Mark LeBlanc PE 935883 or Adam D.LeBlanc PE977012 11 Vyktd d n ressurea are calculated in accordance with ASCE 7-10 Method 2 12 No redudlon•taken for s10 Pas leas then 10 d eg rasa. Arae of Area of Aura of Amofcomponu Area ofoamponma Area of Area of Ares of I Area of Area of Aura of 10.0 sf Mod 20.0 sf 25.0 sf 30.0 d 35.0 d 40.0 d 45.0 d 50.0 sf 55-0 sf 60.0 d Mem Roof Hei 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 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 -09.8 -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 • • 6 •*44.0 •54.4• 42.8 -52.0 1 -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.r 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 • • • .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 •••••• 0X1.6 1. X40.3 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 •43.9 -53.3 43.5 -52.6 43.0 -51.8 1 42.6 -51.0 42.2 -50.2 41.8 49.4 41.3 48.6 1 40.9 -47.8 1 -40.5 47.0 40.1 46.2 • • 42.1 42••.1 • 0.8 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 •••••• Q • 5.7 6.4 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 4*69 0 0 041.2 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 6.2 -5 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 1 •• •46.0 413.0 041.6 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 • • 2r -16.6 1 -5l.6••• 45.3 -55.1 44.9 -54.3 1 -44.4 -53.5 44.0 -52.6 1 43.6 -51.8 1 43.1 -51.0 42.7 -50.2 42.3 49.4 41.8 48.5 41.4 47.7 •••••• • • • 43.4 4131W 0••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 27,•••••• 47.1 --5& e5.8 -55.6 45.3 -54.8 -44.9 1 -54.0 44.4 -53.2 44.0 -52.3 43.6 -51.5 43.1 -50.7 42.7 1 49.9 42.2 49.0 41.8 48.2 • 0 • 40.8 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 1 39.2 38.7 38.7 38.3 38.3 • Z3 047.5 5-8.7- • 46.2 1 -56.2 45.8 -55.3 45.3 -54.5 -04.9 -53.7 44.4 -52.8 44.0 -52.0 43.5 -5I.2 43.1 -50.3 42.6 49.5 42.2 48.7 • •••••• ••p 044.2 442 •12.8 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 t4 -f8.0 -59.2 46.6 1 -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 1 43.0 49.9 1 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 46.1E42.6 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 42.1 42.1 41.6 41.6 412 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 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 45.3 45.3 43.9 43.9 43.4 43.4 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 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 43.7 43.7 43.3 42.8 42.8 42.3 42.3 41.8 41.8 41.3 41.3 40.8 40.8 40.4 40.4 39.9 39.9 28 49.5 -61.2 48.2 -58.5 47.7 -57.7 47.2 46.8 -55.9 46.3 -55.1 45.8 -54.2 45.4 -53.3 44.9 -52.4 44.4 -51.6 -44.0 -50.7 46.0 46.0 44.6 44.6 44.1 44.1 43.6 . 43.1 43.1 42.6 42.6 42.1 42.1 41.6 41.6 41.1 41.1 40.7 %lq..7% .°4 0 &610.2 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. 4 -52.0 -4l? 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,`,� .90° ° 4O15e, O 30 -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 -53.2 451 DYl° �- ®9 ® ®a e No 77012 MA 20 E; 9 STA E ®F triAR �'_0 00, Al d b %F MIAMI SHORES BUILDING DEPARTMENT , . PRODUCT APPROVAL SCHEDULE/COMPARISON CHART Address:155 NW 97 St, Miami Shores FL,33150 Permit No. Opening Window, Door or Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID Mullion Product Acceptance# Design Pressure Pressure Size Yes/No Yes/No Yes/No 1 DOOR 15-0729.14 +75.0 -85.0 +40.1 -43.4 38 3/4 x 813/4 NO N/A YES 2 WINDOW FL16736.1 +60.0 -60.0 .j. 1f 73 x 49 3/8 .�, .l• .f. 3 -53.6 52 x 49 3/8 4 -43.4 36 x 491/4 .L •L •L 5 1) 36 x 37 .L •L •L 6 361/2 x 17 3/4 41 7 :-.DOOR FL11103.1 .l. •l• •1. .l• 951/2 x 791/2 .L .l• •l. •.• . lie :Oro: Or": WINDOW '• FL16736.1 .L .L y 36 x 371/2 y y ...... . . . . •9 J)OOR :. .: FL11103.1 1� 1l .(. -53.6 71 x 79 3/4 ...... .. . .. �O CVITJDOW ; FL16736.1 36 x 49 3/8 .l. •L •l• 12 ...... .. .. .. ... 13 52 x 49 3/8 y •L •L ...... .... . . i. _.. tPo PES Ia�� If ® I i'—('•—Y ®' .�....4.. ( JJ—•.�...�—'sw� � �y__ �..e__t 1�—.._—b�.p._J- J._p..+.r+....—. IjHr,[�p�r.��.w:ri��-•$��--.._..i 1 ) `�}_r. e ` � i� ����`�t- �•,�I� , •T•'�/�.f�/1{� ..r...�J y-tom—' ; -!-? Q9 AM ff° � -•E—i._-j � � I .�,.��.y i�_�,� i '"d-1`i"'_`';_'".�--�--�r--- -•-�--4- : ' f 4 1 i s • • �'?--T I 4-.4- �1 i•• • •• • E --z- I i R � ;.'-�}.° -.;�_�i � •`{-§--i-i^-�-# ! I I �• •-f--i_.t.. .r•R-#-»-_i ,_..�.�__... -77 FT ••• • • t s• ` 1 .--T.. t � ._b__.r-..L-i_:_..'_...,-._.:--..�--:--i-s- 1 `t t"-- :-t _... ---_...-...r.- 77 '.. '•� • • � ,-.�__�--.'— •i-- d.-'....,..rte.__._ E i ; ; ' -i=--�-=-=-;--"�--,_.�_ ,f .�.. '...,�`_ , . �•• i• •'iP t --'-t• f . 7--'-`°--}-�-' i ( -�...R.T' i ., �.1_'..R...y_.R...,�,t,?'T) .'�' 7---"•l--�--•}--r-�'-- •�-. }_Y_..;.-;.� ^_.. } '.� ` I � _.�... I.r.,i�.�_S_:-j.'»_.��. � ` t-'°-I-R�-I••-.1-',. j-"`f�j � !'--'--F^„- --' y-.i-._..._,_, +�_ '"� � ..�:_y,,..i'{_.�„_.y"'_";-f__I---!•-:-'--f- t .ti_. ...,.���_I��• y i _ t w ...-.�_r----r-+--�-•a_ IYA —!t. i�Ti � I � �—IL-,i-. '~-LT-i-�—+--f.-+--•:-t i 77+ 1 71, � i i --a.L�-.R... i i i � �`_!'�'_.- ,r•--I + _;...r._`,"l'.°."s••'t-_P•-'-b �-!_-_i-!_b. .^ ..,..�- ....i 1 Florida.Building Code Online Page 1 of 2 1z ......,�..... ... f id d SCIS trema I UM In User Semon Fut res S*=S=tmt e Mirzr ft= u5p n ePr dne�td pr l rO I , u ,ftwc UM Regulation -,'v '° p uct Asaro_vaF Manu m >AWhwftri m ApOkstlan Fdaa FL# FL16736-R1 Application Type Revision Code Version 2014 Application Status Approved Comments ArChived Product Manufacturer Custom Window Systems Inc. Address/Phone/Emall 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@)cws.oc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative ]ay Lathrop AddreWPhone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Hwizonta!Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated 8y Steven M.Urlch,PE 1Z Validation Checklist-Hardcopy Received Certificate of Independence FL167:36 q i, C01 p Ct111S_�SL 4 3 f R . •• ••• • • • • • •• Referenced Standard and Year(of Standards • • • • • X • . . • • • ear • 4*MDMR/C&1®!/I.S-@/A440-08 2008 ••• • �ATM E108-4i i ••• 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 • • PAtT•A*.20If" ••• 1994 Equivalence of Product Standards •• • •• • •• ••. Certified By http://www.floridabuilding.org/pr/pr app dtl.&+x •• %%EIIXS wvequ8obl%2fIZzn6... 6/24/2015 ... . .•. . • Florida.Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Sunuinary of Products Ft Madel,Num or Mani® n 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,74"x 631,XO or OX. Lhnft of Use Installation I is Approved for use In HVH&Yes FL16736 RS II CWS-8718(HS-8200,74x63,IME1,odf Approved for use outside HVHZi Yes Verified By:Lucas A.Turner 58201 Impact l Itt:Yes Created by Independent Third Party:Yes Design Pressum+60/-60 Evaluation Reports Mar.,targe Missile,74"x 63 DP+/-60 psf.Outer lite In FLIBZ36 R1 AE Dupont am NOA 13-0129 2,/.Ddf I.G.must be safety glazed when used above 30 ft.in HVHZ. F1 16736 R1 AE ,E&gap CMTS-8710(LIS-8200.74x63. Glass complies to ASTM E1300-04. IMPI.IW FL 16736 R1 AE Quanex NOA 12-1017 02.Ddf Created by Independent Third Party:Yes 16736.2 HS-82DO PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,111"x 631,XOX. umlts of use Instaflation Instructions Approved for use in 20 Yes FLi6736 Ri II CWS-8696 0-8200 111x63.IMP).n f Approved for use outside HVNZj Yes Verified Sr.Lucas A.Turner 58201 Impact t Yes Created by Independent Third Party:Yes Design Preseums+60/-60 Evaluation Reports Other.Large MW[er 111°x 63",OP+/-60 psf.Outer lite F-LI6736_RS AE DuPont PVB M 13-0129 27.odf In I.G.must be safety glazed when used above 30 ft.in F126736 RI AE DuPont SGP NOA id-0624 02,Ddf HVHZ.Glass complies to ASTM E1300-04. FL16736 R1 AE kyai ftp CWS-869B(HS-8200.111x61 IMP).odf FLi6736 RS 6E Quanex(Matron)NOA.12-1017 02.Ddf Created by Independent Third Party:Yes 'Baca +sen Nprth Mama®StmL Ta."wBm FL a sae phone:850-487-lase The State Of Ftod&19 an WOO empbyer.r_oa"rloht 20Q7-2013 L2ass,of ft1da.:; Under Florida low,enw8 addressial are public records.If yet do not went your e-mail address rehased in response to a public-macords mquvaL do not send electronic mail to this enw.Instead,mmact the offtee by phone or by traditional mall.If you have any questions,please eordaet 850.487AMS.*Pursuant to Section 455.273(1),Florida Ste,dkcUva October 1,2082.Wonsan kensed under Chaptor 455,F.S.must prwAde the Depa2ment with an arnali address d P have one.The mwils provided may be heed for official toommunimUm w@h the Its.liowztver emali addressee are public record.if you do not wish to supply a personal address,Pima p ovide the Daparfter t w*an emli addrou which can be made available to the public.To detsi7dne if you are a kerrsae under chapter 455,F.S.,pleose cikk . "Mal REMERM sssurit•a,a an.us e •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • ••• • • • • ••• • • hrip:l/www.flaridabuilding.org/pr/pr app dtl.asax7s• EI/X• •• u$obl°I°2fIZm6... 612412015 ... . . . ... . . 1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph.941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 871B April 18,2015 ProductDescription: 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 44s'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 5s' 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.Tumor,P.E.,at 1239 Jabam Ave.,North Port,FL 2) Approval drawing CWS-871 B,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3887-1,-]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`02/04/05,ASTM E 1996'04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440`08 ) Supplemental Calculations to support CWS-871 B,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CVS-871 B. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-871B • 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 Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13-0129.27t • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.021 t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5`h 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. 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. t,0;sDREW q��csstsas5f .. .. r ®•® ;�� � � TA OF . ..0 � !� 4/18/2015 • ��" •' 0 1 Lucas A.Turner,P.E. • • � lid FL PE#58201 Lucas A.Tumer ... . . . ... . 2095-0418 22:21-04:00 . . . . . . . . . . . •• •• . . . •• •• ... . . . ... 0 . ORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FSC?,CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE"A4Z)AND ISW SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL 0 IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM E IM PER THE FBC. =.Cws.cc 75114'MAX OVERALL FLPME WIDTH 2.GLAZING OPTIONS:(SM SHEET 2) 74�MAX UNIT WIDTH CONFIGURATIONS.-OX0,I". mo SLIPVC HOFM DER 4,DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOAM BASED ON,TESTED PRESSURE AND A QLASS TABLES ASTM E-130044 -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES fi ASTM E-13D0-04. S.ANQHORAGE:THE 331f3%STRESS INCREASE HAS NOT BEEN USED 04 114IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 MR ANCHOR r MAX I DETAILS.WINDLOAD DURATION FACTOR Od-1.6 WAS USED MR WOOD FLANGe B i ANCHOR CALCULATIONS, ra "EIGHT 8.PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT REQUIRED THE IMPACT ROTARY LOM ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND MAX FLYING DEBRIS. UNIT 0 oww"T 0 000 Ile, 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL"4T SEAM SEALANT HEIGHT SASH USED AT FLSMEETING RAIL AND HEADJSLL *Vso: 0:0900 • 0 0 • &SERIES I MODEL DESIGNATION HS4=K 00 • 5B 1301; ..: 9.114E DESIGNATION X AND 0 STAND FOR TM FOLLOWING, GLASS X-OPERABLE SASH,0=FrAEO SASH ***Dee **sea DLO so •0 10,SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR • wo, D LDCATIOM NMI N�9w OE MI 6 11.EXTERNAL WEEP SLOT-Ile x 1'LOCATED 4'FROM BOTH ERDS. % :so 0 C • STATE OF 000. so Vgoes so**** C --J A Lucas A to.. A. ig I AU Tumer 0 16 0 0 3w MASS DLD-----J Illson 9:0 0 00 see*0 • 38 511V MAX SASH WIDTH 2015-04-11 •*see• 15:18-04:00 4fi 112416 LUCAS A TURNER,PF FL PE 0 6=1 1239 JABARA AVE NORTH PORT,FL 34288 PH.941-38D-1574 .IRK GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS DRAWN Wt. DATE', GENERAL NOTES A.ELEVATIONS I ADE 10/10/13 'n SECTION VIEWS&GLAZING DETAILS 2 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING EXTRUSIONS&B.O.M.-......................---3 MISSILE IM =S-871 8 ANCHOR SCHEDULE&NOTES ----4 74"x 63" 60 PSF LARGE MISSILE IMPACT INSTALLATION DETAILS...........................5 SCAM 1:15 7SHEEET 1 OF 5 .' � INTERIOR IWDSW44THAVE. � DCA�yy__R��.bFiID�A 34474 1 i $ WWWYY.GW3."t.0 am C HOFM A DER P4 ua O S Ali 3 Y SECTICN e e S m e t t NOTE FIXED LITE AT HEAD AND SILL IS SIMILAR, • i • • 1 • ZO • q} • ••• •• •• •• • HEAD IMPACT HUK IT/P.y �E Entv MIDSPAN OF SASH tqw LD1 •••••• • t1lp'ANNEALED w TEA�+ERED _ • • • • ••w• nylg_R� � �S � s* ••• •• 711W AIRSPACE -OS • • • •••••• � ®SATE OF cr • • • •• SWEEP LOSK ) 1�73A4G'vo® • j ifir ANNEALED ONLY PRIM WINDS DUPONT PVf31NTERLAYER aw® ••• •• •••••w 4 a S DATED ATTf6RTO HWRrANE F DfrPO 5 116^ANNEALED mt— } X aum PURFE.CT G AZE°ti g19112096 SWARM W2 LUC-AS A.TURNER, 1,P.E. 1239 JABARA AVE. 8 NORTH PORT,FL r _ PH.941-380-1574 Ur CdlASB WE SECTION VIEWS AND 4 GLAZING DETAIL SECTION A-A HEAD IMPACT HOCK AND JAMB SWEEP LOCK LOCATIONS ADE 9811Dii3 SECTION C-C 1 20 ALTERNATE FIN FRAME GLASS TYPE A CW"71 B 1:1 42 � SHEET 20FS PARTS L18T Siff CORNER ITEM PART O PTiON $ litA 31r6" 9 H CONSTRUCIM jr4 i 497 Rei1tL Saeh heat.mil Kayrtrelk Alum 1 11T � 2 1+1689 R*d.S.B.RJS.S.R, Keymok Alum 9 5 3 I=SW 44TH AVE. 3 H-1836 Meat.Rail,Fxd Kaymwk Alum OCA44,FLCAlt7a3d474 d ti 8052 Bash To1VBpi.RallMikmn PVC 2 ttn6° 81818° v18" 2 t/8' 9118• a' 5 H-WQ Main Fr.,SH,Yd Fin.,PVC Mucron PVC Ilir 6 H4= Sash Meet.R38,PVC AAkron PVC CORNER WELD PVC 7 H-M1 h Ste FW,PVC Mikmn PVC d► 9° (ALL1&iDE3} S� 8 1-14M Main Fr.,SH,WF4.PVC Miknm PVC LPVC FRAME FLANGE-6049 FIXEDRAIL-IMS HOFIZ IMPACT DER 9 P-3029 Pini Tab Summit PVC FRAME FVN�6048 90 P-3033 SCeeBn Spring,$S Hla p�l 9g9a 9 3f18' m a 11 P-3193 Sc"Sugap9rt,PVC Team PMlc Robber a 18' }�J�� �� 12 P-3218 Screen Frema AtImatai RWIForm a 419' 13 P-3W8 Screen SplIrs,.155 plc.,Bik. OW 9� 1�^ � t 516' 1 Cyte w 14 P-4754 Screen Frame Corp Key /Ulmetal Nylon tpg. Ing- v1s � 9ne` Ft�Ot�ET8dr3 RAIL 15 P•3342 Seam Seater,SM45N Schram Sillcme 8CREWOED EHE WITH K 16 P-3W 3ai.81k.,85 Dur.,118'x&r x T Lg. Fmnl R Pc SASH MTG,RAID PVC SASH SIDE RAIL-8951 PVC BASH RAIL-6652 PVC FMO RAIL COVER- i 1:9 17 P,8429 W 9tp.,0.270 x.187 back F1nSaat,Gr Uitrafab 98 P-3539 #8 x 3W Squame TEK 2 enc Festered Steri Ttt 19P-4730 x 112°Truss PH TEK 2 ane Fastens! Stew 0 we, 12°How20 P-3752 Cap Ping, HowM8M Nylon .r� 9n8' aZ or G • t� C kilepbck 9n9" w 9 P Lode, WH MTG.RAIL-1497 SASH REW.-9699 ••• ON P4779 RoBef,Tandem • M&M Nyltm L I • 13 P1• E1 114 Ph 99TEK,WN. Faetellai Stew Syr* pis^ Yit9° 7116° 1 it4 Iek••• • P.p% 314• • P-0479• WCoae�Wap••• MSM Nylon AL O®®`, LN V79 •i• P x 2112 Ph T 8 $ Alex Steel t.N..N.. m Tx eep i HEAD IMPACT BOOK-i9w T via" 1118' i®0�G�4;'yeCEk�F�+Q. 27 P- • Rry Lock • • Sullhen ZMc SB.RJS.S.R.-1498 ROLLER TRACK•1776 $+�jNo aw 9 , •.. P4952 KMW,Rfty UWk SUlliW clic ry Tb 3n8° P 0.420 . FI198eei, Ulbatab o • JO P 4$78 BePIE1 Fastener•••• Faetamal SINI �i9�t STATE OF r ••• 31 S-1112o Rairdome nenIpk •• K9 Akm7 �' —g'��+ 7, a1 1 ••• S S.B.R Keyn�k Alum T"" 9r16° ♦i4,lONA4��o®O, r, tn9' PVCGiAREBEAD-8984 teLAZBEM-1112 imtttN®t`�°°1 • 3d 8.1978• RWI9r Track mark Alum •• 35 a-luD Fiama Flock, Kaymark Alum PLAN VIEW-20011 PANEL IMPACT CATCH.2WO ••• •18 S-4m,Fqwtech,Had.Impa Keymatk Alum 1W I-t iffl 316° i 5n6° 4/11=15 37 S-Wag pwiUB Wkron PVC �3n6" LUCAS A.TURNER,P.E. 39 5.6913 18am.Adapt.,W Nb,PVC Mikron PVC ills, 1118' FL PE a 58201 39 PVC SMEN CATCH-6013 PVC ANTI-LIFT-61>P3 1239 JASARA AVE, ORT-3993 NORTH PORT,FL 34 S�/4 Scm.Adapt.,PVC Mikrerl PVC SCREWSUPP288 40 Ski Fixed Rall Comer Mlkron PVC PH.941 MD-1574. 41 S-S08d aazb g Bead Nukron PVC X96 i i!&'«I 42 GLASS SEE SHEET2 CARDW GLASS f BOAS EXTRUSIONS d3 Pur�ct alum-W,SlkOROX 552 F�rlkal/Sika SNcora4 ?— 9n0• PVC SCREI N SUPPORT-9974 AIDE 1tN1�13 C SNE ITEMS NOT USED: OWS-871 NOTE ALL EXTRUSIONS ARE ALUMINUM 6063-Te UNLESS OTHERW ISE NOTED, SHEET 3OF5 92912 MAX O.C.(IYP,) 1900 SW 441H AVE. MAX tTYP•S RYP'S V MAX(TYP,) r MAX D.C.LT R) ,RORI1111 W74 1 1°'Ml 8EENDTE2 -� BEENOTE2 WWW.CWB.CC � 6'MAX fIYP.I i 4'MAX.ITYP.) MTALLATKSN i v c I ANCHOR(n?.) I I•I SLI I I ' ' INSTALLATION DER PSR •) j IMPACT' MAX.O.C. m°Pa MAX) p Io I x ' m ILI i 1iCc Ar.__ • • D@i • 000 • .90. ANCHOR I AYQI -!FLANGE) ANCHOR LAYOUT-IFIN) p ••• •• • • • • • • ® � Q 0000•• z • • • • �nnarr�i • • 0000•• .y G@6d �m��tD ®yo jde • �a1> R+s ••• •• :00000 •• •• •• •• • • 000000 • i*= •• •• • 0000 • 0.0 0 0• • • STATE OF ` tgms; • • •••• t S ••• •• fits• pew • 9•INSTALL ONT•ANCHOR AT W.,M NY V*IATION LOCATION.SILL SPACING SAME AS HEAD. �.•�(a ®° • �y�®y®1ypL �e�°® ••• "I'SHIM A69 WtACH INST %NCHOR USING LOAD SEARING SHIMS.MAX.ALLOWABLE SHIM STACK TO BE 114 USE SHIMS WORE SPACE GREATER THAN 1/1S°is PRESENT. LOAD BARING SHIMS SHALL BE r°'�r®AL •0. CONSTR"D CrHIGH DEI SITY"STTC OR SEM3:L WOOD SHIMS ARE NOT ALLOWED. •i•0 9V OR TV.P.%ZE,SPACI&AD EII&EDMIENT SHAD.BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 9,SHEET S. 4111/2015 4.ALL INSTAt"I"V ANCHORS MUST BE MADE OF OR PRUMCTED WITH A C01*1 SION RESISTANT MATERIAL OR COATING.DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUBT LUCAS A TURNM,P.E. BE PROTECTED TO PREVENT FL PE a S1 1239 JABARA AVE S INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURFFrg INSTALLATION I TRUCTIONs,AND SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL SPECIFIED IN TABLE 1,SHEET 5. PH.941_380.1574 5-ANCHOR EMBEDMENT TO vm_: TE SHALL BE BEYOND WALL DRESSING STUCCO.FOR CONCRE WOOD a lCKS BETWEEN EMBEDMENT SHALL N SUBST WOOD BUCKS IF USED,INTO SUBSTRATT: ANCHOR SCHEDULE AND INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT RC-SIRE 1X WOOD�JCKB BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCK THE AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS,9°FOR MASONRY,V FOR WOOD AND METAL ADE 10110113 S,WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WW LOADS TO THE STRUCTURE, e: SUBSTRATES SHALL MEET TNF MINIMUM STRENGTH RKVIREMENTS AS SHOWN IN TABLET,SHEET S.CONCRETE AND MASONRY SUBSTRATES MAY NOT HE CRACKED. CWS-871 _ S 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF MISTALLAT&ON SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMAtAAMA 100(FIN WINDOWS),FMAJAAMA 20OF-ANGE WINDOWS). ,FMAIWDMA25WX WINDOWSL FMA/AAMAIWOMASWD(TERIOR DOORS] 1 2® SHEET .......... 4 OF 6 R TYPICAL HEAD ANCHORAGE MIN.EMBEDMENTSEE TABLE 1 SL1W7Fb4TE By RAIN.EDGE DIST. U4'MAX.SHIM FSEEM MN.EDGE OtST. SEE TABLE 1 SEE TABLE 1 0By SUBSTRATE 19M SIN 44TH AVE. SUBSTRATE 0Y OTHERS Or MAX SHIM SEE TABLE 1 OCALA,FLORIDA 34474 SEE TABLE 1j7Z/ 3"o MIN.EMBEDMENT MIN,ELME DIST. PERIMETER SEALANT SEE TAKE 1 46E TABLE 1 INSIDE AND OUT INSTALLATION ANCHOR C SEE TABLE i HOFIZSUDER SEALANT BEHIND ',.a., MN.EMBELIMENP Rpb FLANGE BY INSTALLER Ile MAX.SHIM SEE TABLE 4 IMPACT n4'i O PERIMETER SEALANT ta�V BYRWALLIMETER EREALANT BY INSTALLER IRSIDEANDOUT INSIDE AND OUT INSTALLATION ANCHOR 19 111 INSTALLATION ANCHOR AN BEHIND t ER SEE TABLE 1 Ll SEALANT BEHIND FIN BY INSTALLER Ih rM{#MIZONTAL9ECTION C ALSECTION 5 TYPICAL JAMB AI�HOFLAf2E `6 f TYPICAL FIN ANCHORAGE READ AND SILL SIMILAR FOR FIN INSTALLATION tU a 114•MAX SHIM tz • WLANT 94iNS•1� ••• e&ANGE BY INSTALLS • 1 • • t 101 •••i •BYRNSTAL ER�AL4NT• !• rottap ra EMBEDMENT •• DOM AND OiJA • • • SEE TABLE 9 • bJ M�pe'C@N o fi •• s3)10STRATY STH�RS • •••• iv—/—/ • 58201 °y ••• •••E TABLE • .—. MN.EDGE DOT. •••••• SEE TABLE I .g: • • • • SECTION �� BTAT9 OF ••• •• TYPICAL SILL ANCHOP • • • • • • • • eat® • • • • •• • ••• • Gee* • 4'ABLE 1:APPROVED I& TALLATRM F T 41111201 S F TYPE LUCAS A.TURNER,P.E. CONCRETE(20 KSI MIN.) 16'11W TAPcoN 1.112' 1-1lB" FL PE 0 Semi � SEALANT 12M JABARA AVE. INSIDE AND OUT NORTH PORT;(7.34238 FLANGE CONCRETE(285 KSI UK) 3116'ELtX)ULVAC ON1 1" 1' D HOSIZANTAL SECTION SHMTPN.849-3 -1574 FLANGE QFLOUt FAZED CMU(ASTM C-90) 3113'ELCO ULTRACON 1-iI4" 2-ill"3116' 5 0OX FFtr�AE TALLATi�d FLANGE 2X MIN.SOUTHERN PINE 0.0,W ORE TtCC tI TRACON 1APOON 718, HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAII-S FLANGE 2X MN SOUTHERN PINE(G=0 b5? B1O WOOD SCREW 1,9(8" N FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE I FLANGE 16 GAUGE(0.080")MR STEEL STUD BSO-13 HLTI KwIK•FLEXOR nW FULL THREAD UP TO AND INCLUDING A BOX•FRWE APPLICATION IS ACCEPTABLE PROVIDED: ' (33 KSI YIELD MRN) TEKS SELF-DRILLING THR!(Low 7N� ADE 10/10113 118"ALUM.MW3-75 MIN.)OR O GRADE S ELF-T ! FULL THREAD MIN.114°FILLET OF CONSTRUCT )N-GRADE ADHESIVE CAULK IS APPLIED rt a: FLANGE 10 STEEL(33 KSI MN.) DRA-LNG SGRIEW THRU OA25 7116° INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-871 B PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FIN 2X MIN.SOUTHERN PINE(r�O56) B8 WCX}D SCREW 9-1l� Ur .. SHOWN FOR FLANGE WINDOWS. SHEET 92 5OF5 MIAMI-RADE MIAMI-DADE COUNTY o PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Eurotech Industries,Inc. 4201 NE 12 Terrace Fort Lauderdale,FL 33334 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails-to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Aluminum Outswing Entrance Door-LMI APPROVAL DOCUMENT:Drawing No.W04-01 Rev D,titled"Aluminum Outswing Entrance Door",sheets I through 5 of 5,dated 01/15/04 and last revised on 07/27/15,prepared by AlrFarooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Limitations: 1. See Design Pressure capacity Single doors VS glazing types and double doors Vs water ratings in sheet 2. 2. Single or double doors may be mulled with approved clipped mullion or sidelites or transom(under separate approvals),lower design rating shall apply and such installation to be reviewed&approved by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be plovi0id�to;he pser�by the panufacturer or its distributors and slale�r�Ione �ove. the job site 4 the reQu�bf=h$BJ1iJliQg Official. s NOA revises NOconsists o*Uhi?;a& Z al�*4dince'page E-1 &E-2,as well as approva ocumen men The submitted documentation was reviewed by Jorge M.Plasencia,P.E. . ... .` 0 :0 0. 0. a s NOA No. 15-0729.14 MIAMt•DADE cOUM • • ' ' ' ' ' IkAiration Date: June 10,2019 ee 0 s" Approval Date: March 3,2016 b Pagel . .. .. . . . .. .. ... . . . ... . . Eurotech Industries,Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under NOA No. 09-0310.1S) 2. Drawing No.W04-01 Rev D,titled"Aluminum Outswing Entrance Door", sheets 1 through 5 of 5,dated 01/15/04 and last revised on 07/27/15,prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test per FBC,TAS 202-94 4)Forced Entry Test,per FBC 24113.2.1 and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of aluminum outswing door,prepared by Hurricane Engineering Testing Inc.,Test Report No(s).HETI-08-2021,08-2022,08-2023 and 08-2024,all dated 03/15/08,signed and sealed by Candido Font,P.E. (Submitted under NOA No. 09-0310.15) 2. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of aluminum outswing door,prepared by Hurricane Engineering Testing Inc.,Test Report No(s).HETI-03-1882,08-1889,08-18890 and 08-2024,dated 01/15/04 thru 02/09/2004,all signed and sealed by Rafael E.Droz-Seda,P.E. (Submitted under NOA No. 08-0507.10) 3. Tensile Test prepared by Hurricane Engineering&Testing,Test No.HETI-04-Tl 00,dtd 01/29/04,tested per ASTM E8-01,signed&sealed by Rafael E.Droz-Seda,P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, dated 07/23/15,prepared by Al-Farooq Corp., signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.12 is9ddd 10 Kufa*Ama8fica.,Inc. for their"Sentry Glas ©(CIear and White)Glass Interlay;r",-ch."Tioi A$471§. 2. Notice of Acceptance No. 14-0916.10 is§ddd tdKufaray Arlidrica.,Inc. for their"Butacite PVB Interlayer",expiring on 12/11/16. J00 0orge M.Plasenela,P.E. • ... .•• ... •• ... • Product Control Unit Supervisor . . NOA No.15-0729.14 Expiration Date: June 10,2019 •;• •;• Approval Date: March 3,2016 .E-: . . . . .. .. . . . .. .. ... . . . ... . . Eurotech Industries,Inc. NOTICE OF ACCEPTANCE:EVIDENCKSUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014&no financial interests,prepared by Al Farooq Corporation, dated 07/23/15,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Notice of Acceptance No. 14-0303.09,issued to Euortech Industries, Inc.,for their Aluminum Outswing Entrance Door-LMP',approved on 05/1/14 and expiring on 06/10/19. 2. Test proposal#07-3527 approved by BCCO. (Submitted under NOA No. 09-0310.15) .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. • • Jorge M.Plasencia,P.E. • •• •• Product Control Unit Supervisor s•e •• •• NOA No. 15-0729.14 Expiration Date: June 10,2019 ••• * ••• Approval Date: March 3,2016 . .. .. . . • •• •• ... . . . ... . . .�I V t 1� (4)ANCHORS = __ .._ ____- -- _ AT MTC.STILE ENDS 75 3/4' 1I h d I I 11 h SEE SEPARATE NOA II I I FRAME WIDTH AT 3'O.C. FRAME WIDTH I I II FOR TROM II I I Z RATING• DETAILS�j j i 13'MAX. DOOR HINGES 13' MAX. 5'MAX. Q I II d i i HEAD/SILL r 5'MAX SURFACE APPLIED SEE SHEET 2 HEAD/SILL HEAD/SILL F g I I r-- -- ---� I I FALSE MUNTINS FOR QUANTITIES CORNERS A a I -- --------- I I HEAD/SILL A MAY BE USED &CAPACITY A $ o CORNERS `.�� `\` Q. V i� i / F i ----aF\ �g�^ = 1 _ 5 SEE SEPARATE NOA I� I / 1 111 I FOR SIDELTTE I I ACTIVE IN-Ay.11TTVE / A RATING AND DETAILS Ij I / LEAF i LEAF \ LBAF I I I ====YC==== o o 0 W W M Z MJ II I; I i 11 m , al,� mo IIS /� III (I o J ��_%_____ % iii \\ % -== __/ S Z d I I l uj U UQM =- r=== K�yM i• 00 i •••• •••• B \\ i d I U�w j1 I_____-___-_DOOR HINGES SEE SHEET 2 mMWMI-OAOECOUNTYFOR QUANTITIES&CAPACITY 31 3/4' xEPaAPPRDRn N ON 29' 29` lo • • O.L. OPG. O.L OPG. O.L.OPG. O • ,AbUNI UM:OUTSKING ENWAAME DOOR A 1/8"IDT EA 3IDT 35 3/S' •• ••• LEAF WIDTH LEAF WIDTH LEAF WIDTH • APOROVAL APPLWS TO SINGLE (P(*i.NO•BOUBLE (XX) LEAF DOORS. TYPICAL ELEVATIONS (3)ANCHORS G&Ka SINGLE AND DOUBLE DOORS M COMBINATION WITH SIDELITES AT MTG.STILE ENDS •: •ITS G MIAMIgLVE•LINTY APT SEG%OWONS IN BETWEEN. AT 3'O.C. ALSO SINGLF•AND WLIBLE DOORS WIJ16 OR WITHOUT SIDELITES IN g E OR • COMBINATION WITH TRANSOMS U&N• MIANN-DADE COUNTY APPROVED Q •• **ALION IN . • • LOWER DESI�t�PP.1pURES FROM DOOR, SIDELITE OR MULLION 0' APPROVAL WILL APPLY TO ENTIRE SYSTEM. WE'THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THEREQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITYHURRICANE ZONE (HVHZ). 113Y OR 20Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. Y ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS THESE DOORS ARE RATED FOR TARGE&SMALL MISSILE IMPACT. Engr.JAVAD AHMAD S 9 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CIVIL ►Ro•UCT kCvl.%,b i SHUTTERS ARE NOT REQUIRED. FIA PE B 70592 nf"P*`I'9-ppII1eftItd, o ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE Ca 3538 Ro1dIaECod. 4.1 k NOT PART OF THIS APPROVAL �caP4ete Mo s�-'1)7 z�),�t+ A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ,lt Etr1i.M11tiDt�e f 9ot9 ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. 2ni5 drowi0no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT e4rodnef COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W04-01 REQUIREMENTS OF THE FLORIDA BUILDING CODE. sheet of 5 ITEM# PART t REQD. DESCRIPTION MATERIAL MANF./8UPPUER/REWJ= V -_ 1 EROGB AS RECD. DOOR FRAME 6083-TS 2 ER012 AS RECO. DOOR LEAF 6083-TB 3 VZ1566 1/LEAF DOOR BASE BOARD 6063 TB - Z 4 VZ-1483 1/DOOR FRAME SILL 6063-T6 - Z 5 - 1/DOOR SILL BASE 6063-TS 6 VZ-1481 AS REOD. ASTRAGAL STILE 8063-TB 7 VZ-1033 4/LEAF GLAI BEAD 8063-TB - ^ v 8 2801 AS REQD. GLAZING GASIET EPDM OUROMLTER 7515 SHORE A 4S 9 - 1 SHEAR CLIP 6063••76 - / / \ 101001/SO 1/CORNti ER CORNER KEY ALUMINUM MONTICELLO 8= 11 G0600X 4/LEAF HINGES ALUMINUM GIESSE VVV Q 12 510 X 3/8• 4/HINGE HINGE INSTALLATION SCREWS - PH MACHINE SCREWS a Q Q \\ L REQD. BULB WSTRIPPING - - 8 K \ \ 510 x 2' AS REQD. ASSEMBLY SCREWS - HH SELF DRILLING �!3 \ \ 512 x 1-1/4 - FRAME ASSEMBLY SCREWS - SMS 4 z Oil! ou C DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF 3/16"HEAT STREN'D GLASS 4�10MO' • EWO GLASS n SINGLE (X) DOORS SINGLE (X) DOORS DOUBLE (XX)DOORS V o 090'Interlayer Interlayer ,"aa DOOR SIZE GLASS TYPE 'A' DOOR SIZE GLASS TYPE'B' DOOR SIZE GLASS TYPE'A'OR'B' Kuraroy Butacite PVBentryGias WIDTH HEIGHT EXT.(+) INT. (-) WIDTH HEIGHT EXT. (+) INT.(-) MOTH HEIGHT EXT.(+) INT.(-) By'Kuraray Amerlea.Ina' oy America,Inc! OC Z 2/6 75.0 85.0 2/6 100.0 140.0 5/0 6/8 75.0 75.0 3/16'HEAT STREWO GLASS6'HEAT STRENI GLASS o M 3/0 6/8 75.0 85.0 3/0 6/8 100.0 140.0 6/4 75.0 75.0 La ur 3/6 75.0 85.0 3/3 100.0 140.0 5/0 7/0 75.0 75.0 U M 2/6 • 75.0 85.0 2/6 100.0 140.0 6/4 75.0 75.0 ¢ • •• SILICONE FSILICONE W •• • /D 7� • 3/0 7/0 100.0 140.0 5/0 8/1 75.0 75.0 - 2i m GE SCS 2800 GE SCS 2800 z~~= m • 10/6 75.0 85.0• • 3/3 100.0 140.0 6/4 75.0 75.0 SILGLAZE IISILGIAZE II Z N m •• • 412/6 • 85 • 2/6 1Q0.0 140.0 LOADS SHOWN ABOVE ARE FOR 3/0 B0 75.0 85a 3/0 8/0 100.0 140.0 INSTALLATIONS WHERE WATER INFILTRARON La 8 1I iRESISTANCE IS NOT REQUITED. O3/6 75.0 85.0 •• 3/3 100.0 140.0 LIMIT EXTERIOR(+)LOADS TO 48 PSF DORS APPR FflTr1y�LSTALL no • 1X10R5 APPROVED FOR INSTALLATIONS F6R INSTALLATIONS WHERE WATER O v ERE I INFRTR7�IdfN RESISTAI�F• 0• WHERE WATER INFILTRATION RESISTANCE INFLL.TRATION RESISTANCE IS REQUUtED. �yj ry •• REQUIRED. IS REQUIRED. O LOCKS SINRIlE•11flbE.S• ..... LOCKS SINGLE DOORS: LOCKS DOUBLE DOORS • -� • GLASS TYPE 'A' GLASS TYPE 'B' 604 •3•1bINT LOCK SYSTEM AT ACTIVE LOCK STILE MANUALLY OPERATED CONCEALED FLUSH BOLTS AT ACTIVE • 36.OFROM BOTTOM�KEY OPERATED(%*:•• TOP AND BOTTOM OF ACTIVE LEAF PART 502181 MANUALLY OPERATED CONCEALED FLUSH BOLTS AT GLAZING OPTIONS $ + •• •EWWOR AND•TIiUMRO-WRN ON LNTFaIrA•• ATTACHED WITH(4) 510 X 1-1/2'SMS. TOP AND BOTTOM OF ACTIVE LEAF PART 502181 $ • STRIKE PLATE• • • 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE ATTACHED WITH(4) 58 X 1-1/2'SMS. o° • 12 R 1-1/4'X 1/$'X 16-1/4'LONG ••• 36'FROM BOTTOM, KEY OPERATED ON EXTERIOR 3 POINT LOCK SYSTEM AT ACTIVE LOCK SME •• •W&CCHFD WITH T1j)•4p•X 3/4'SMS • AND THUMB TURN ON INTERIOR. 36'FROM BOTTOM,KEY OPERATED ON EXTERIOR • • STRIKE PLATE AND THUMB TURN ON INTERIOR > > BINGES SINM*J ORS' 1-1/4'X 1/4'X 16-1/4•LONG ATTACHED WITH(2) 58 X 3/4'SMS INACTIVE LEAF NOTE: TWO-HANDED COMB HING GLASS CAPACITIES ON THIS SHEET ARE c m - EXTRUDED ALUMINUM BRIDGE 2 MANUALLY OPERATED CONCEALED FLUSH BOLTS AT BASED ON ASTM E1300-09 3 SEC. GUSTS 0 c ry By'm,ESSr HINGES SINGLE DOORS• 7pp AND BOTTOM OF INACTIVE LEAF PART 502188 ) ✓3 $3 0 6 (5)PER LEAF ATTACHED WITH(4) 58 X 1-1/2'SMS. AND FLORIDA BUILDING COMMISSION o 1W0-HANDED COMB HING a m o 0 AT 6', 12',35',63-1/2'AND EXTRUDED ALUMINUM BRIDGE 2 DECLARATORY STATEMENT DCA05-DEC-2f9 92-1/2'FROM TOP OF DOOR BY,GSE, HINGES DOUBLE DOORS: (7)PER LEAF AT 7/0 AND 8/0 DOORS AT 3,9'AND 26-3/8'FROM TWO-HANDED COMB HING Eivg�&WAD AHMAD mala rtt a TOP AND BOTTOM,ONE AT MIDSPAN EXTRUDED ALUMINUM BRIDGE 2 CML YV1S1tD ; t BY'GIESSE' FIA.PE 70392 p-WITIag wn N•Pbr16 (8)PER LEAF AT 6/8 DOORS (5)PER LEAF CAN.Sygyg BnHttaB Cie o n AT 3',9'AND 26-3/8'FROM AT 6', 12%35',63-1/2'AND 4CC!p!* eAlo S 0 q.Iy A .." TOP AND BOTTOM 92-1/2'FROM TOP OF DOOR tepirtlina Dett }otq by O Jl TALI Browing no. NOTE:TOP AND BOTTOM FLUSH BOLTS MUST BE I W04-011 ENGAGED DURING PERIODS OF HURRICANE WARNING. aneet 2or 5 113YTYPICAL ANCHORS w TYPICAL ANCHORS METAL TYPICAL ANCHORS WOOD BUCK SEE ELEVATIONSy SEE ELEVATIONS SEE ELEVATIONS FOR SPACING FOR SPACING STRUCTURE z FOR SPACING 8 08 J . .• - .- a E ° ' EGGE DI 3 v EDGE DISE. dao >EPGE DIST. c ^ v a N N {+) 13 TYPICAL ANCHORS LL 2 g SEE ELEVATIONS - ti• WITH PC PL.UGs ES FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND 7S y r SEE SEPARA E NOA TRANSFER THEM TO THE BUILDING STRUCTURE. h 2 ;I 1 RATINGANDETAILs a zs-=as7�l; I TYPICAL ANC O SEE ELEV. FOR SPACING o �1'1 _�'- -11� 11 -177 KSI,Fye155 KSI) Z ' r 1i ii i INTO 2BY WOOD B KS OR WOOD STRUCTURES g - ;I 11 li 1-1/2" MIN. D JAMBS) W 'P L------ ------ --- w Urn a I( 1 II RU 1BY BUCKS INTO CONC. OR MASONRY U gQr7 •� h 4 © I; i� 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) W • • O•• ?'' •• i 1 4" MIN. EMBED INTO CONC. OR MASONRY (JAMB •• ••• �+ II II zF � • • o • • '------- -'I DIRECTLY INTO CO a 0 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 3 I N 0 •: • •SC • 13 11 AMI-RADE COUNTY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) W LS a A ^ = T$ 'i' ••••• 'PROVED MULLION1- • w O ' SEE SEPARATE NCA 0),4 SMS OR SELF' DRILLING SCREWS (GRADE 2 CRS) Ix?g •• • •••• •••• TYP CAL ANCHORS INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = al > >N 1 • •• e 4 •••• 13 SEE ELEV.FOR SPACING W • • INTO METAL STRUCTURES o *I •• ' •••• STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) •••• • ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) •e• �• •• • y (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) • A i, TYPICAL EDGE DISTANCE ' • i ; • e• INTO CONCRETE AND MASONRY = 2-1/2" MIN. c R INTO WOOD STRUCTURE = 1" MIN. • •• •••• • • J'° 4 INTO METAL STRUCTURE = 3/ " MIN. • #S X 1/2"SMS •••• 3"FROM ENDS WOOD AT HEAD OR JAMBS SO a 0.55 MIN. AND 10'O.C.MAX. CONCRETE AT HEAD,SILL OR JAMBS Yc - 3000 PSI MIN. 3 C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. n (4) #12 X 1•SMS 0 o . AT 2"o.c. MAX. SEALANTS: AT CENTER OF SILL 8� a ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH 13REOD.AT ADSEL OR TEKNA 50729 SEALANTS. _ ' 95 ONLYLE(XX)DOORS Engr.JAVAD P1111AD pRODUCT Wv.v) b a y 13 _== FLA. Ep 70592 DtlaWin S Cad�h►1he Mbrk� o 3 �5 EOcI_• iSY.'' .� °.'." - � fit-� drawing no. U air, W04-01 TYPICAL ANCHORS \ SEE ELEV. FOR SPACING Sh88F 3Of 5 tD V A"_ d .070 ® to Z 3 1.815 1.634 2.858 Q iii444 I I �Q M-1.772- t �' n O DOOR FRAME 9 ,.771 I I 046r, 162 2.830 I b el E 3.873 .070 Q 2.819 1 o FRAME TOP CORNER 00 2.047-- (D .047 O DOOR LEAF 14 " • 1.772 ( � • • • •00 ••� • •• 14 Z00 000 � •:• •• • • Uwo. • !• W • .067 0 3.37• O F-Z O ��g°= ••• •• 3.177 •• •• 2 110 •• 1.103 W��J • • �1 6666• 0 0 L-O00 080• �" ••• • ,238 • • • • 6006 1.043 •6•• 6z • • • 1.638 •••6•• • •• •4DO"BASE 80#130••• Q SHEAR CUP `o k 0 • • 0••0 1 —2.402 a� •6.6 0 •60• .138- -0 • I mz9$S • II 6.66 059 1.764 ,063 1.906 1.417 FRAME 130TTOM CORNER .571 °o •^�, 00 m a m �L1.772-^'I .744 .501 LEAF CORNERS O FRAME SILL O ASTRAGAL STILE &g.JAVAD AHMAD p CML rkt)nUCT 1f%YESLp 1 �2.000� 1.000 FLA.PE p 7069'1 aeom • whl 'o n CAN.3538 t 4 5nry1�"in�e IV• 1 g .� t 1,00 0—�l -�jl�-•.094 .848 6 .9 O ��� 2015 �I1,201 "61i6" n ••" W04-01 O sheet 5 of 5 O SILL BASE 7 GLAZING BEAD Florida Building Code Online Page 1 of 2 NIM gk W j { Florida rtt u eas Hmm I worn j useraeamcMUM NO Tapks sus surdWrW sM a ftCss � • ,: . ::�:: l ::..;:> E ��:: r�.. �,�, usin p1 aftaductApp.l ( a USER:PIis Use, Regulation Prabuc¢aaomvsl wenu a >&ML09on >AjWR=U n @ a R.# FL11103-R2 Application Type Revision Code version 2014 Application Status Approved Comments Archlved =' Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss®cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category "xterku Doors Subcategory Slidietg Exterior poor Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or ii Ucensed Florida Professional Engineer ® Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida Ucense PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE 67 Validation Chedlist-Hardcopy Received Certificate of Independence FLz11_03 R CY3I Eieo cdS 2� B iSGD E9tly Ih9 1 ur3P Referenced Standard and Year(of Standard) ••• • • • • •• YAU • AAV1YW O6AQO�I12A440-05 2005 •••ASTM Eb80li-Qt i i•i •• 2004 AW ElOM02• • • •• 2002 ASTM E1996-02 2002 • ••To 201/202/203• 1994 Equivalence of Product Standards •• • • • • • • • • Certified By ••• i• i Y •• i• i•• ••• http://Www.floridabuilding.org/pr/pr app_dtl.aspij*?prram V X taG Q• • ¢ksIp3Gvut0... 6/24/2015 • •• •. . • • •. .. ••• • . 0 000 0 0 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method I Option D Date Submitted 04/20/2015 Date Validated 04/23/2015 Date Pending FOC Approval 04/2512015 Date Approved 06W2312015 Sumawry of Products-4 -k 1 MOC14 Number or Name Descriptiost 11103.11/ SOD-8900 PVC Sliding Glass Door. SGD-8900 PVC Sliding Glass Door, Llmftg of Use Installation Instructions Approved for use In HVHZ.Yes EI-11103 RZ 11 M-29BB(EGO-8900.I Approved for use oubhft H Yes Verified By:Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Dedlin Premiret.+60/-60 Evalmartlon Reports Other.•Large Missile,DP=+1-60 W,Max.panel size 41 x ELIJ103 R2 AL QueQat SGp UQA 11-0621 a 8'.Contig.include OXXO,0X0,OX,XO.Glass Complies to FL11103 R2 AE EvalRep CWS-2985(SGO-8900.IMR) ASTM E1300-04. FL 103 P,2 AE Qran(141kron.)NQA 12-1017 01ad I Created by Independent Third Party:Yes The Stateafftrida isanAkEEOeMpIbYer. Under Florida may,arnall wWresm am public swift.r you do not went your 04foll address released In mWnm to 0 pubfic-records raquar,00 not send electnudc=11 to this entity.Instead,contact the office by phone or by traditional mag.If you twjo any questions,please contact 850.487.1395.*Purawnt to section 455.275(1),Florida Statuta,efrective October 1.2012,kensew Owned under Chapter 455,F.S.nwet provide the DepArtonard wa an emil address If thev have one.The arnaffs provIded may be used for official corthrrhunlcdtorh with the Itcensee.Howam mall addmsm are Public record.V you do not wish to supov a M9=1 addrasS,please POWda the DeWthIent Wn an Onall address Which Can be made anflable to the pubUr To detennine it yon are a licensee under Chapter 455,F.S.,please ctIckbzL, Pra&wt Approval Aooeoaw Em Em 19[3 0*0 or *as .% % 0 *as • •a * • 0 0 http://www.floridabuilding.org/pr/pr�_appdtl.asg?p&ha.m.:4.W. VXQsvtDqtuGslp3GvutO... 6/24/2015 _ 0:0 :0 •0:0 ,0 :0 0 •: 1239 Jabara Ave. URNER North Port,FL 34288 ENGINEERING& Ph.941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 298B April 18,2015 Product Description: Series 8900 PVC Sliding Glass Door,LM Impact,4'x8' nominal panel size max. Manufacturer: Custom Window Systems,Inc. 1900 SW 440i 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 5s'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-298B,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3506-1 and-lA,from National Certified Testing Laboratories, Orlando,FL signed and sealed by Gerard J.Ferrara,P.E. a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMA/CSA I Ol/I.S.2/A440-2005,and ASTM E 1886/1996 2002 4) Supplemental Cales.to support CWS-298B,signed and sealed by Lucas A. Turner,P.E. Installation: Units must be installed according to approval document CWS-298B. Limitations of Use: This product: • May be used in up to 49 7/8"x 93 1/2"panel sizes(96"max.door height),with glass types and max.glass daylight sizes as shown in CWS-298B • 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 Dupont SentryGlas(SGP)Interlayer per Miami-Dade NOA#11-0624.02' • Requires Quanex(Mikron)white rigid PVC extrusions per NOA#12-1017.02t t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 50b 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. 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. Ila SWI • 21 4/18/2015 • cc 4 Lucas A.Turner,P.E. 9 1300% WATI: OF :4 f :0. FL PE#58201 0 F; Lucas A. Turner 2015-04-2012:25- :00 ^ .� 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO vommw mum COMPLY WITH THE FLORIDA BUILDING CODE(FSC).CURRENT EDITION AND IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY 1§WSW"THAVE. HURRICANE ZONE(HVM AREAS AS DEFINED IN ASTM E 1 M PER THE FM 1 OCALA,FLORIDA 34474 191 lir wwwlcwslcc I GLAZING DETAIL-MEJE SHEET 2) MAX 3.APPROVED C0NMURATIONS:"(=O',"OXCr,W,"OW I am PVC PAML WIDTH _-A 4,DESIGN PRESSURES: SUDING GLASS 41 aw -NEGATIVE DESIGN ILOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-131*04 DLO -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE.WATER UNIT INFILTRATION TEST PRESSURF�AND GLASS TABLES ASTM E-13DG44. x x 0 S.ANC140RAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE MAX GLASS DESIGN OF THE PRODUCT,SEE SHEET a FOR INSTALLATION DETAft. WIND LOAD DURATION FACTOR Oc6l.8 WAS USED FOR WOOD ANCHOR PANEL 6 S.PRODUCTS APPROVED FOR IMPACT RESISTANCE-SHUTTERS ARE NOT i 7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHM VENTS FULLY 00 ���� ° _ °°° ° ° 00*00: B.THE MIGNATM X AND 0 STAND MR THE FOLLOWING: °°° * ° * *° ~ ° ° ° °°°°* ................ ................- 0a4lAFLORIDA3-W' 4 wwwlews.cc 8900 Pvc SUDING GLASS DOOR-IMPACT Lu 2 9 SECTION B-B t"OVERALL —311ir Temem —W AIRSPACE ­7118"LANNATEDGLASS 2 0 0 4 WIrANNEALEDGLASS 06 a 31 0 10 0• e 00 REW — N 4 PAIR OF ANCHORS AT EACH CLIP. 3flIr ANNEALEOGLASS SEE SHT 6 FOR SPACING 7 a m- Sa11 "t go 0 STATE OF AW 0000 Do 0 goo:0 :0 00 PURFECTGLAzEw 0*00 SKAFLEXW2 ftem L i tW16'GLASS SITE 4rJ/201 6 SECTION C-C LUCAS A.TURNER,P,E. FIXED PANEL ATTACHMENT FL PE#smiF- 1239JABARAAV NORTH PORT.FL 34M NOTE PH.941.380-1574 INSTALLATION WITH NO SILL RISER ALLOWED ONLY WFMRa WATER INFILTRATION RMSTANIM IS IIOT REWRED, Al ? SECTION VIEWS-OXXO r AND GWING DETAIL DRAWN ADE CWS-298 a SHEET ................... ... ..........—----- 2OFS ---- ., - .........._......_ 1900SW 44TH AVE. FLORIDA 34474 W W W.CINS.CG OQ � 7 Ti ompvc SUDING GLASS DWR IMPACT i I 8 ' ua ev • • s a s • • •••••i • SECTION D-D I • • • • M 4 • • • • • %V STATE OF S� *00000 a 0000 4/312015 LUCAS A.TURNER,P.E. , FL PE$SOM 1239 JABARA AVE. 9 1 8 1 2 NORTH PORT,FL i PH.941-380-1574 SECTION EE -- SECTION VIEWS-OXO AND XO/OX W—bATE- NOTES; ADE 0&1Q3w I.ITEMS NOT SHOWN FOR CLARITY:10,26-32 P-VERTICAL SECTION CAN 8E SEEN ON SHEET 2, OyI}g298 E WEET 1:2.83 3 0E 8 PARTS LIST 51b/ir FRAME CONSTRUCTION I PART NO DESCRIPTION R MATERIAL law F" 1 M FRAME, ON 2 s-irsao TF4REs 0 M c 1 N7 3 5.1772 S BLOC sw ALUM 11K10 SW 44TH AVE. 4 H-MM PANEL !BOTTOM RA3, MIKRON 17A9P t 2 99n6` 19A.RJDRI 34x74 fi PANE RAM,300 PV 1��AL-30016 H-6d33 PANEL,OT1E Ml%�N PVC L1 7 H-WW WANEL,INMm2m OPERABLE MACRON PVC PVC OUTER FRAME-6048 REINF.-1993 8 H-6W INIIERLOQr -ON M C C+ 9 H4W43 AS ,L,SU 10 P-314 SULLIVANTEEL1 716 FRAME CORNERS 11 P9342 SEM SEALER 5504 t � 171g SCREWED TOGETHER DOOR IMPACT 12 Kim sr;T.KoK15wRi1rx77wxr 1:10 13 P S 1152 ORP Le1°FI'AENKEL 4 8 VENT CONSTRUCTION 14 P-3428 WSIP.,0.270 X.187, L ULTRAFAB 7 5 Q 16 P-R5W #8X314'QUADPHWS,TEK FASTENAL ZINCI C 98 P-3557 #10 x 8.HEloiEAD,TEK FASTENAL 3 s#95^ 391V 38n8- 17 P-W62 ZAP PLUfl,11r HOLE _09— NYLL 118' 18 P 0 X 1" ER HEAD,TE FASTENAL 2INC 18 P•371� LOCM&HANDLE KR,PVC D EL 118 20 P-3792 Wr KEEPER AME BURY 29 P•310 OWN LOCK R9&_D a to • P428 HP%SMS F NAL STEELPVC PNL NMRLOCK•6060 PVC PNL LOCKSTILE-M9 PVC PNL INTERLOCK-SM Ley 000 c 38 S•1 RE M PANEL KEYMARK ALUM VENTS FULLY WELDED • 1 RE P L KEYMA ALUM 9:10 ••• P PANEL KE ALUM • 28 1597 COVER D&ANEL C WIT < •• 27 S-1930 ANELTRACK, SOD,SILL KEYMA K ALUM tJ2` 3"..... �2 9196' IL o ••• 80 1 ME AL,SW KEYMARK ALUM ° 29 5-1187 E S M KEYMA ALUM 8 1 b16°� t0 •• S. fl EA ••s •&I 1 TRA ,S MIKRON PV a 93198' ®0 �.1.^. �T ' • 32mm ap_ E EW,SGD • MOod PVC 33!18' WIT 31n6' 2518' 9 98n6• u18' JoG@`$�OCEko�'+S'���tr ••• H�Qa4 S N bomm 918 ( WIT � 1A6° Nfl Y�A 9 35 S-W48 EEN A M PVC •• 37 S 1 8 S KEYM ALUM LLL �' STATE OF f.W i� •i• as P•4388 .,1•X 7.f Xt.T PLUG TRAFAB PVC INTERLOCK SNAP-S031 FIXED PNL CLIP-4295 FIXED PNL COVER-9597 REINF.•1775 H04RISE-1737 �ea �` 9 t`�t.�t 40 TRAFAB P-04Ti V– p ^x339°X98T 9 aC ULULUVAN PVC 2 t in6—.{ 2918` 374 2^ Z°4°� NN�' Q,®• 3318'—'—`1 6AQ1« tA2• t 937IT ' t tns` 13te 41x"15 914• 9ti8` ROLLER TRACK-1930 WIT ——— LUCAS A.TURNER,P.E. 3 — -L PE#58801 SILL THRESH COVER-1764 1839 JABARA AVE, PVC SCREEN ADAPTOR-9045PVC WELD SUPPORT-SO48 NORTH PORT,FL 34288 "- z 3+18" P21 ns- PH.941-380-1574 WIT 21 A4" 3IF i;:� 9118" BONA AND EXTRUSIONS '9 9n6" 9n6• t lir WIT A 1I8 FIXED PI1L SUPPORT-1782 9n6 ADE OSd03l03 PVC SCREEN CHANNEL-6044 PVC TRACK FILLER-6040 PVC SCREEN TRACK-6049 owe t. - NOTE:ALL EXTRUSIONS ARE ALUMINUM 8083-TS UNLESS OTHERWISE SPECIFIED. PVC BEAD-8037 CWS-298 E PVC ASTRAGAL-6043 REINF.-1726 SHEET 1:2 40F6 ................. ............... 6'(YPI a"MAX 1 MAX a.C. I q�ryp} 1 NO SIN 44TH AVE jOCAL&FLORBM 34474 TF - -— WWW.DWs.Cc fr MAX ITS 1 Ir P) .D.C. empvc SLIDING GLASS DOOR IMPACT r o • ••• •• •• •• •• •• I1 1 IMN ••• •• •••••� •••••• — — � Nip,RIN i••:s•i • • •••• I L ( .r AM 5=1 ' • ! NOl• • •••••• ANCHOR LAYOUT ��: � EB. • A` STATE OF tit •••s•• •• •• •••••• �" �f •• 1.INSTALL IVO*1Nqft5 AT E&CH L"ATION.SILL ANCHOR SPACING SAME AS HEAD. ••• �%�M A STAe&QT&ED GTF FFlGH {TY pLASTiC OR BEYTER WOOD SHIMS ARE NOT ALLOW 6 SHIMS. MAX. ABLE SHIM STACK TtJ BE tt4 11SE 8HIMS YVHERE SPACE GREATS THAN tt1 B°1S P6 NT.LOAD BEAR1Nt3 SHIMS S1!ALL �i 6�At,.� +® •••• Moatc9Ss 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN TI4ESE DRAWINGS,SEE TABLE 1,SHEET& 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 - PROTECTED TO PREVENT REACTION. BE 413!2095 AS A.TURNER,P.E. FL PE 9 58201 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S MTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM 1239 JABARA AVE, SPECIFIED IN TABLE 1,SHEET S. NORTH PORT,FL 34288 PH,941-NO.1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.FOR CONCRETEICMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. INSTALLATIONS LNT TO SOLID CONCRETE OR GROUT-St IFD CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLD CMU REQUIRE THE USE OF IX BUMS j ANCHOR SCHEDULE AND BETWEEN THE PRODUCT AND SUBSTRATE. 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:2'FOR MASONRY,1"FOR WOOD AND METAL NOTES S.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DES04ED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LDADS TO THE STRUCTURE. ADE 06103dd8 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1,SHEET B.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED, 8.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONNE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE RCF8W4CE DOCUMENTS: CWS-298 ( B FMAIAAMA 1(M(FIN WINDOWS),FM VAAMA 200(FLANGE WINDOWS),FMAIWOMA 2.50(BOX WINDOWS),FMAIAAMAANDMA 300(EXTERIOR DOORS). 9EET _.. ... 1 2d j 5®F 6 ................. _ TYPICAL HEAD ANCHORAGE 2 7116"MR -- MIN.EDSE DST. 1/k MAX.SWIM SEE TABLE t INTERIOR MIN.EMBEDMENT 1900 SW 447H AYE SEE TABLE 1 OCALA,FLORIDA 34474 W W W.GW8.CG SUBSTRATE BY OTHERS REIN.EMBEDMENT SEE TABLE 1 SEE TABLE i am c PERIMETER SEALANT —1/a"MAX SHIM BY WALLER DOOR INSIDE AND OUT 27116,28�MIN. ^IMPACT INSTALLATION ANCHOR INTERIOR SEE TABLE 1 MIN.EDGE DIST. '.... —SEALANTSETWEEN SEE TABLE 1 BILL RISER AEA?FRAME ... . BY INSTALLER •• P F tMETEROLrr ALLE3 SEALANT BY INST • W INSTALL� •••• SUBSINSIDE AND PERIMETEPWASEAkANTTRATE BY OTHERS b a •••••I1SIDE AND OUT • SEE TABLE 1 • DID NOT COVER • WEEP HOLn*•••a B HORIZONTAL SECTION MIN, T 6 TYPICAL JAMS �pa v1 ••• SEE SUBSTRATE 6Y t�THERB • • •• TABLE 1gJ, o • SEE TABLE 1 �. INSTALLATION ANCHOR •••�••• a• •• • SEE TAM I • • • TWO PER •••• ••••• FIXED CUP THROUGH gaHga �p • I• 13EALAINT LIR SL'�1EYY PTJ1� BIN.EDGE DIST. PRE-DRIJ.ED HOLES �Ov ORE ••••4EAD BY WALLER• ••• SEE TABLE I s•�CaMSdYq°��®off®® • • •:•••: • •t VERTICAL RECTION -� Im MAX.SHIM 'g •••••• TYPICAL.SIU. CHORALE 11j FIRED PANELMIN.EMBEDMENT • • • • • •• SEE TABLE 1 9�' a •.•••• .••••• •s•••• WON RTATH '1L •• 1:APPROVED INSTALLATION FAST84M FIXED PANEL � $y° ® '�'j���A, EOEe •• i1r8STRA7 E E DIST. 12, SEE DISE 1 �®°�����eb ®®o AB 3+16"I W TAPCON 1' 3• IeeiN°✓��® HOLLOW OR OROUTFILLEn t79U(987 PCF MPI) 3118°ffM!TAPCON 1" 3• 97 776 4WOiS HOLLOW OR GROUT-FRIED(CAU(ASTM 090) Slit°ELCO LR.TRACON 1-114- 2-112' MAX O.C. LUCAS A.TURNER,P.E. 2X MIN.SOUTHERN PINE(00.55} 311W TIW TAPCON 1-318' 1' FL PE#86201 2X MIN.SOUTHERN PINE(Ga0.65) #10 WOOD SCREW 1318° 1' 1230 JABARA AVE. 18 GAUGE(0.01 MIN.STEEL STUD #10-18 HLT!KWIK-FLEX OR ITW FULL THREAD P0i0 PANEL CLIP NORTH PORT,FL 34288 (33 KSI YIELD MIN) TEKS SELF-DRIWNS SCREW THRIJI0.0w 7110, CLIP ANCHORS MUST PH.841v80.1574 1A'ALUM. BEtOCATEOA K1HiMUM , (8063 75 MIU}OR #10 GRADE 8 SELF TAPPING i FULL THREAD DII�TAMCE 3'AWAY 118"STEEL(33 KSI MIN,) DRILLING G SCREW THRU 0.12F 7116' FROM ANY MAIN FRAME GENERAL NOTES AND FINED PA ANCHORS INTO: ANCHOR. ELEVATIONS OONCRE E(2.0 KSI MIC.)OR 3118'TIW TAPCON 1° 3" INSTALLATION . HOLLOW OR GROUT-FILLED CMU 117 POF MIN. ANCHOR(TYP)TWO PANEL CLIP ANCHORS INTO: r C\! I?ANTAL SECTION AIDE 08(031p8 OO TE 1?85 KSI MIN.}OR 3118'ELCO LLTRACON 11/4' 2-1/2' FIXED PANEL CUP DETAIL t F003T PANEL ANCHORAGE g: HOLLOW OR GFKW FILLED CMU TMG I CWS-296 B e: SHEET N07'fc:FIXED PANEL CLIP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE,MIN,EMBEDMENT AND MIN,EDGE DISTANCE LISTED IN TABLE 1. 1:2.67 BOF 6