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WS-13-2317Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 210946 Permit Number: WS -10-13 -2317 Scheduled Inspection Date: April 21, 2014 Permit Type: Windows /Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: , Work Classification: Window /Door Replacement Job Address: 53 NW 106 Street Miami Shores, FL 33150 -1245 Phone Number Parcel Number 1121360060200 Project: <NONE> Contractor: COASTAL EXTERIOR AND DESIGN INC Phone: (386)462 -3493 Duna comments REPLACING 8 WINDOWS 2 DOORS TO IMPACT ' - - - -- -- - INSPECTOR COMMENTS False Inspector Comments Passed al:; CREATED AS REINSPECTION FOR INSP- 201019. Not ready Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 18, 2014 For Inspections please call: (305)762 -4949 Page 12 of 17 �.VA � BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Perm! OCT 10 2013 !BY: FBC 20 t No. PERMIT APPLICATION Master Permit No. 1, 5A3 — �23 " Permit Type: BiTiT�D�� ROOFING JOB ADDRESS: G>'1 N;Mn 106454 City: Miami Shores County: Miami Dade Zip: S 315y Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): 3r o Flo L LC Phone#: 2-_ �2 1 �3 9. Address r1 W City: j/� �� Stater Zip Tenantaxssee Nam � 0 Phone# 1 I Email: CONTRACTOR: Company Name: 6� ,C �l L ex (E c-, f °.e2 _iii Lx Phone#: 3 Address: /7 766) k),t) < /7) 1' 1jJZ0L)C ' City: Qualifier Name: (a_ CI,) ®('. K- LJ K % Phone State Certification or Registration #: �TZ(' , 0 -A— Certificate of Competency #: Zip: f Contact Phone#: 15A` �`�� ' ( Email Address: DESIGNER: ArchitectlEngineer: Phone#: Value of Work for this Permit: $ d, 53• e13 SquarelLinear Footage of Work: Z3, M, Type of Work: DAddition l]Alteration ONew ORepair/Replace ODemolition Description of Work: RCoWe_y%e J `/5 WtAkQ � U ,16 fii, ) 4r& 09% R V ro xm pad Color thru tile: Submittal Fee $ 0.00 Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond Technology Fee $ TOTAL FEE NOW DUE $ J Bonding Company's Name (if applicable) 1 Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address zip 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 certifted 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 issue the absence of such posted notice, the inspection will not be rov a reinspection fee will be charged Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this a12S day of , 20 .jam, by Si. VW1 L000-1 who is personally known to me or who has produced FOL, Bite" 257 -75 °55q I As identification and who did take an oath. NOTARY PUBLIC: , ESTELA M CARMONA " Nay P Wft State of Florida Q Comffftdw *EE19= Sign: My CWNAW n Aug. 23, 2014 Print: My Commission Expires: Pt V� �! J"I APPROVED BY The foregoing instrument was acknowledged before me this Z day of 20)3, by _ j((� P j'5 � who is personally knownn to me or who has produced as identification and who did take an oath. (6/67'> Plans Examiner Structural Review (Revised 3 /1=012)(Revised 07/10/0 revised 06(10MM)(Revised 3/15/09) NOTARY PUBLIC: oc ESTELA M CMMONA PK Notary RMaj State of Fbft rmb tiOmrrii88ior1 #EE18928 - R Sign: oaa MY Commtss 23, 2014 Print: My Commission Expires: -r�3 J --kc) I H Zoning Clerk Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LIC CARD B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 ••••••••••••••••••••••••••••••• COMPLETE CONTRACTOR'S INFORMATION •••••••••••••••••••••••••••••• BUSINESS NAME: C0�74 x -woj oA .I� :5f , TNc BUSINESS ADDRESS: 1X160 NW 1 -77 1-4 A V-Q CITY AtACAV-4 STATE #CL- ZIP CODE 15 BUSINESS PHONE: ( ) FAX NUMBER 00 Z 5 CELL PHONE t 95y) l q31 QUALIFIER'S NAME: �Dni�{G) ✓ ). DicK QUALIFIER'S LIC NUMBER: G,-C Oz N3 3 E-MAIL ADDRESS (IF APPLICABLE): 43'f 5aPC MkO0° Cb N! Created on 3119109 BY MLDV I RV 31209 MLDV t i �" ...: -. AC4OR ©r CERTIFICATE OF LIABILITY INSURANCE 3iisi oi� THIS awrIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Scarborough Insurance 2811 NW 41st Street Suite A -1 Gainesville FL 32606 CONTACT Linda Hagan PHONE (352)377-2002 FAX NO); (342)376 -8393 E-MAIL ADDRE .liada @scarins.com INSURERS) AFFORDING COVERAGE NAIL S INSURERA:Southern Owners Insurance Co. 10190 INSURED Coastal Exterior And Design Inc 17960 Nw 177Th Ave Alachua FL 32615 -4769 INSURER B :Brill of ield Employers Ins Camp 0178 INSURER C : EACH OCCURRENCE INSURER D: PREMISES Ea rrence INSURER E : MED p0, (Am, one person) INSURER F: PERSONAL 8 ADV INJURY COVERAGES CERTIFICATE NUMBER:2013 Master REVISION NUMRER- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village Building Department POLICY NUMBER POLICY EFF MID POLICY EXP 1111/D LIMM A GENERAL LIABILITY B COMMERCIAL GENERAL LIABILITY CLAIMS -MADE ®OCCUR Linda Hagan /CJNE 8003386 /8/2013 /8/2014 EACH OCCURRENCE $ 1,000,000 PREMISES Ea rrence $ 50, 000 MED p0, (Am, one person) $ 5,000 PERSONAL 8 ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: B POLICY PRO- LOC PRODUCTS - COMP /OP AGG $ 2,000,000 $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS • AUTOS NON-OWNED HIRED AUTOS AUTOS COMBINED SINGLE UMff actzderd BODILY INJURY (Per person) $ BODILY INJURY Per atxtideM ( ) $ PROPERTY DAMAGE eraccident $ UMBRELLA LIAR EXCESS LU►B OCCUR CLPJMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED I I RETENTIONS $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNER/EXECUTIVE Y/N OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If describe tinder DESCRIPTION n OPERATIONS below N/A 830 -19632 1/2/2012 1/2/2013 WC STATU- OTH- TORY LIMITS ER_ L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/ LOCATIONS /VEHICLES (AAach ACORD 101, AddlUonal Remarks Schedule, H more apace Is required) Tars t u-tco t t N6113 t44 f%AUrot r wrrnar -�• •-- %ems • 1 W Taus -Z(ITU AGUHD CORPORATION. All rights reserved. INSn95 t9nimm ni Tha annRrf name anti Innn sin ranl*fararl mark* of ARnan SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NW 2nd Avenue AUTHORIZED REPRESENTATIVE Miami Shores, FL 33138 wnnnn nr inn. ninr. Linda Hagan /CJNE -�• •-- %ems • 1 W Taus -Z(ITU AGUHD CORPORATION. All rights reserved. INSn95 t9nimm ni Tha annRrf name anti Innn sin ranl*fararl mark* of ARnan F 51 I. Client 2. Project Name 3. Project Address 4. County 5. Building Height AL- FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT SITE SPECIFIC: W t-'D LoADs WIND STANDARD): A CE 7 -10, FBC 2010 L•DIMIN ffM 13 -12 b3 (Based on data supplied by client) MYY Leov_ zpp 5y /JsA Lem 1 _o2 3 53 nfw l4ton' sr . MrA.&V *OQ6 PL CITY ST. {Tr. 2 FT. 33150 ZIP b. Building Dimensions : Length FT. R'idth FT. 7. Building Roof Slope ❑ Flat [ Slope( See Figure I below) 8. Risk Category Cl I p II ❑ III & IV OCT 10 2013 CITY Risk categoryy 7'applies for non essential buildings. e.g. storage facilities etc. Risk category 'U' applies for all commercial and residential buildings. e.g. homes, , Risk category ' 111 & X applies for essential buildings. e.g. s y c 9. Attach floor plan with shutter/ window, sizes and q-pcs. Miami Shores Vill (Note: If maximum load used for all openings, floor plan is noi rMP'ED I BY Client Representative Figure 1: t Flat roof (305 -- Z1q -(v021) Sloped roof ZONING DEPT ., BLDG DEFT DATE 0 SUBJECT i 0 C(.MP1 V NCE W1 M ALL FEDERAL STATE ANv CC-UN i'e ALjt- -!S AND REGULATIONS tP /s P '2013 r)AVAD AK%t - %D, .t: - FL 70:92 EB CAN. *S38 1235 S1'd 87' Avenur ( Wami, FL 33:74 1 T: 305.264.8100 1 F: 395.262 597a PMYY LEON CORP SUNJA LEON Coefficient Kh 0,85 Coefficient Kzt 1.00 Velocity Pressure Evaluated @z (qz] (WW) 56.64 Wind Speed (mph) 175 Mean Roof Height [h] (ft) 12.06 Importance Factor 1.00 Height Above Grid. Level [z] (ft) 12.00 Exposure Category C Horizontal Dimen. of Bldg. (ft) 30.00 Risk Category 2 Roof Slope (deg.) >10 Type of Building With Impact Protection Coefficient Kz 0.85 Coefficient Kd 0.85 Velocity Pressure Evaluated @h jqh] (lb/ft ^2) 56.64 Component Size Mark Comp Type W (in) H (in) S (in) A ft A2 Gcp Coefficients Z4+ Z5+ Z4- Z5- Gcpi Coeff. Pos Ne Design Wind P) Z4+ Z4- In Zone ALL Other 10.00 1.00 1.00 -1.10 -1.40 0.18 -0.18 40.1 .43.5 V 40.1 -53.71 Z5 'IZeouj,reb DESTG,N Lo,4z j T'viz W. # A'L, L �pzlE S �-yp, l r�SF s3. P5T AOL#C 1 -7v wINU LVAUJ UN GVMPUN&NIS AND GLADDING : AL -FAROW CORPORATION, 1235 S.W. 87th AVE, MIAMI FL. 33174. TEL:305 -264 -8100 �1 Engineers Seal Engineers Name And Signature Design Date Design Reference Number r y l 9/24/2013 2:45:26 PM AFC 13 -1263 M .IX d3S 4S t £E y.4 5"S '""%N • ts, wol rnd 19 1API V(%WS I $A 84 x 4S Ct1 b � �4 1a� -�.l •Zci' ?�Zt -ti ss3b��•a" -eft g/CI&.A),l '� �f/7-Old - x4'��' e�� {o Zoho -i.t ox -�N = �jsofxL� 9.4 S SSs l ?� r • soap �� A19x�£ Z �pZoko --4t ox- ily:415x2riS's 1 non 6xs*'70 p� ►M I Y Florida Building Code Online 5/10/13 1:34 PM FL # FL15558 Application Type New Code Version 2010 Application Status Approved *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and /or the Commission If necessary. Comments Archived _. Product Manufacturer Address /Phone/Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By JELD -WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535 -3936 fbc @jeld- wen.com Janet Gerard fbc @jeld- wen.com Steve Saffell 3737 Lakeport Blvd Klamath Falls, OR 97601 (541) 882 -3451 Ext2900 stevesa@jeld- wen.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standard TAS 201 TAS 202 TAS 203 http : / /www.floridabuilding.org /pr /pr app_ dU. aspx7 param= wGEVXQwtDgvKmQdIOUtQtjYlylOg7j %2ftl3jOkuyjizYgeFdpXfbuEAY3c%3d Year 1994 1994 1994 Page 1 of 2 NOTICE OF PRODUCT CERTIFICATION Company: JEL.D -WEN Exterior Doors Certification No.: N1011082 3737 Lakeport Boulevard Certification Date: 05101/2012 K.lamatb Falls, OR 97601 Expiration Date: 08/31/2015 Product: "Energy Saver /Contour" Opaque Wood -Edge Steel Door w/ or w/o Sidelites (wood frame) Specifications Tested To: TAS 201/202/203 -94 The "Notice of Product Certification* is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Nomicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Configuration Inswing or Glazed or Maximum Design Pressure Water Test Missile Impact Test Report Number & Outswing Opaque Size Pos/Neg Pressure Rated Comments s X O/S Opaque 3'2"x6110" +6600 10.0 psf Yes CTLA -696W Single Max Panel Size: 310" x 618" Instalia fl n Details: S-2104(14) OX/XO O/S Door- Opaque 4'5" x 6110" +66/ -70 10.0 psf Door -Yes CTLA -696W Single w/Sidelite Sidelite- Glazed Sidelite-No Max Panel Size: 310" x 618" Sidelite DLO: 6" x 513" (I18" Tempered Glass) Installation Details: S -2104 14 OXO O/S Door - Opaque 5110" x 6110" +66/ -70 10.0 psf Door -Yes CTLA -696W Single w/Sidelites Sidelites- Glazed Sidelites -No Max Panel Size: 310" x 6'8" Sidelite DLO: 6" x 5'3" (I/8" Tempered Glass) Installation Details: S -2104 14 XX O/S Doors- Opaque 613" x 6110" +57/ -57 8.55 psf Doors -Yes CTLA -696W Double Max Panel Size: 310" x 6'8" Lust . thin Details: 5-2104 14 ` OXXO, O/S Doors- Opaque 8111" x 6110" +57/ -57 8.55 psf Door -Yes CTLA -696W Itltle wlites- Sidelites- Glazed Sidelites -No Max f'401 Size: x 6181, �3p101f Sidelite II1.iG1« 6'" % 5'3" (1/8" Tempered Class) luster ' # Details: S -2104 1-8 VA ti?? National Accreditation & Management institute. Inc -/4794 Genroe Washinatnn Mpmarial Niohwav/Navpa_ Tel: (804) 684- 5124IFax: (804) 694 -5122 , NAMI AUTHORIZED SIGNATURE: 74.5• MNL OA FRA10 WIDTH - JELDEN® Steel' 1�' 38PANE NAIL OA 36• MAX. OA BVMY94YERW NYMWf -- r WOO aMOPAQUES7ffLOD7�{471Y0 W A PANE. WIDTH MACTDlTOHLBWI�WI)N& lY//J1OUFSmQ//ES I I 1. THIS PRODUCT IS DEMNED TO COMPLY WifH THE CURRENT FLORIDA BUILM CODE AND MH MOM HURRICNVE ZONE 9NNZ' REIMMU fS. 2. WOOD &IMS BY OTHERS MIST HE ANCIMM PROPERLY TO TIMM LOADS m THE SDiUCTURE 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR LOCH M DRAWIMM AWMR EIIBFDMFM TO BASE M97M SHNL BE MYOND WALL DRESNNO OR SMOCO. 4. SEE TABLE 1 ON THIS SHEET MR DESIGN PRESSiIRE RATINGS. & THIS PRODUCT In= THE WATER W=MNM FOR wrr ZONES. SEE THE DESIGN PRESM CHART BELOW. 6. DOORS ARE DMPACT RATM AND DO NOT REQUIRE kawt -DADE APPROVED IMPACT RESISTANT SHLITIERS. 7. MM-DARE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES & SIDEUTES ARE AN OPTIDN AND CAN BE USED IN A SINGLE OR DOUBLE 80° MAX OA PANEL HEIGHT 81.25' MAX Q OA FRAME HEIGHT iA u ni ICI III II I� 80• MAX. OA PANEL HEIGHT 81.25' MAX OA FR411E HEIGHT 7025• MAX OA FRAt1E WIDTH 75• 75' NULL lYP r II ICI i�I 0.825' J 0.75' -J 0.625' J RESIDENTIALAYSO ED87EELDOOR (Conn nmafUmnewzmm) — DOUBLE OUISM for MAX OA FRAME WIDTH COMPONENTCON3TRUCTIOlt3 37.75' MAX OA VIEWED FROM D!lEJ80R Do sl�sek 24 gar (0.0207 a f nun tddanas, GalwMred Steel A -525 FRAME W= 875' .125' .75' MULL A16Q 3&625' MAX OA � �. crorrunerciol quality - Pu AS1b1 820 rrTh areoge mfnfmum yhdd strength Fy(— )°24,600 pM. 10' Typ �36' MAX OA J PA1ffl WIDTTN 38' MAX OA ErWed Wplyrene with 1.0 to 1.25 Des. /ef density, by PANEL WmTFI I W /ASTRAGAL PANEL WNTFI J�ELD Send Censinafiam, The wive and hmctIve panels are consbucted from D. 24GA (0. 020' mfn.) golvmdzed steel, The face duvet tops and bottom are bent 90' over the top and bottom og% The tap LVL o0 measums 1.67' wMe x 1. 042' high. The steel bottom rag is ro0 famed 0.021' galvanized www ACIK steel meastning 1.6r wlde x 121' hlgh. The dries of the face sheet are 80' roll famed onto the LVL batch We aW Pondemso Phur hbw sMe Oft MAX MAX measum 1.67' x 1.01. The b lerlar cow1 Is Ned w8h porystyrure. the OA OA face dub are glued to to polyalyrom PANEL PAIN. sd L8a CoraeL: the sash is osnatructed from 24Gk (0.020' mfn.) galvonized HQGHf HEiCdif steel, The edges of the face shed are bud 90• over the polysfymns am ® 8 and glued to IL The eldWits pools are muted to receive the OOL Lip Lb 81.25' 81.25° Frames or tie optonal Trk* Ught Frames. (See sheet 7 for glazfmg MAX MAX deta9s.) The fife frames are w/ am glaft compound on the OA to OA extufa: FTLWE FRAME was Oandniftm The tomes are oama&ucbd from Poxlarm Pho Jambs HM9 New � memaGg 125' wide x 4.5825' dep. The door and site head jambs are matiaed and but Joined to the olds jambe and attardred with (3) iBGA 2' x 7/16' town wire staple% The ob use o standard bump face Ponto threshold m�trhig 4.041' deep x 1.0' high. The thresWd to attarhed to the franw, with 3 16GA Y x 7 16' arom wire 1 —ju {1111 T KO CONTM 0.625' 0.75' 0.625' F. F. Uri DES RPRON SiM1dE MfiSWMG IMPACT UNIT !X) 1 GENERA. NOTES AND TYPICAL ELEVANONS 91 WEWED FROM 00E1wOR TAa1 E � 15.5' UAX. OA SIDELM FRAME WIDTH 14' MNL OA PANEL WIDTH r MAX. OA DLO. WIDTH 63.125° MAX. OA D.L.O. HEIGHT 15.5' MAX OA sivELITE FRAME WIDTH 14' MAX OA PANEL. WIDTH 6' MAX OA D.L.O. WIDTH 63.125' MAIL OA D.L.O. MWIT " -- DEM PRESSLIREr RATMG -eHgff NM bMLLTPoMI FaIllow a mum T i� so 0001 LgOf hl, 0X X0. 0X0) Pat -70 Pat Phomu 407- 644 -6957 I W iMFBPAOT S?)F18LS MME DM WT ()K 0A MA M) w/NO b6Xi4a+AGT SMM +57 Pei -57 pef care 15.5' UAX. OA SIDELM FRAME WIDTH 14' MNL OA PANEL WIDTH r MAX. OA DLO. WIDTH 63.125° MAX. OA D.L.O. HEIGHT 15.5' MAX OA sivELITE FRAME WIDTH 14' MAX OA PANEL. WIDTH 6' MAX OA D.L.O. WIDTH 63.125' MAIL OA D.L.O. MWIT " BY BWLDING DROPS, ac L• Phomu 407- 644 -6957 g m D r Z�vg cbT OO CLI 41�p Z� �Y J sw fsn S FELLNoS -21 1 of 8 0.75' MIN. EDGE DISf. 1.50• r MIN. of l3F8 SEE DETAIL 7 ON SHEET 5 81.25' MAIL OA FRAME HEIGHT CONCRETE/ 0.75° MIN. CONCREV 1 STEEL MASONRY 51 EDGE DLS . 3 wo NRY 51 4 BY onR WOOD 1.50• 4' x 4• BUR HINGE 12 HAGER BY 0TH SEE NOTE 9 ON 7 3 MIN. :. •i•' 416 t. ;' �, : a 1RtAD THIN MAIL 16Ga X 1 FOR MULLION CAP 19 10 EUEL r: 11 DOOR TOP RAIL LVL 12 8 STEEL. 13 150' MI CONCRETE/ 1.75' MIN EDGE DIST. MASONRY 8Y OTHERS 0 WOOD AT SIOF_LITE SASH 3116- ITW TAPCON ANCHOR W '12'5 4 MIN. EMBED. STEEL 20 EXPANDED POLYSTYRENE 1.0 to 16. d BY JELD -WEN FOAM 1.25' 2 0. 19 MIN. 1�' 2.50° MJV� � EMB. DIST /1 ENB. BY OTHERS VERTICAL CROSS SECTION MAX WITH HIGH DAM THRESHOLD A x 1 1 PIASCREW ODL HIF STEEL 24 x r PFH WOO SCREW W STEEL 25 x 2 1 PFH WAD SCREW STEEL 11SHIM 10 x 1 PFH WOOD SCREW MUM ASTRAGAL TO DOOR SEE DETAIL 7 10 x r PFH WOOD SCREIW srm 28 MULLION CAP WOOD 29 SILCONE CAULK CR LAWRENCE 33 C SILICONE 1 GIAMG COMPOUND QW BY SILICONE ON SHEET 5 wo RIM NOD. 16CA x 314- 3 OUARIER. ROUND. STEEL 32 318' QUARTER ROUND SUEIIIE STOP wow 33 CORNER ROCKS FOR STEEL DOOR BOTTOM RAJ. MDF 34 SCH[AGE KNOB SEi 1 STEEL 35 SCILAG'E pFA0B017 NOT SHOWN STEEL 31 sOEUfE STEEL FACE SHEET 24GA O020 MIN s En. 37 118- CLASS BY PPC GLASS 1 ODL LATE FRAME SO SPARTECH P0LY= PP5530 C13 297m SE NOTE 6 ON 29 SHT. 4 :�;•.i P.T. WOOD SEE NOTE 3 0 ALLWMNM EXTRUDED ASTRAGAL BY MFMU ALUM M 41 ASTRAGAL. STRIFE PLATE BRPM I STEEL 42 YALE KNO H17ITAGE SERIFS STEEL 43 YALE DF40MT HI MTAGE SIRES NOT SH001 SHE 4 44 SIDELITE FRIWIE HEAD, SILL AND JAMBS (FINGER "TIED PONDEROSA PAVE) WOOD 45 LIFE FRAME BY TRWTY FOR I 2 LOU. 1.750' MIN 46 17 JVSUTATED TaFERED GLASS BY TRINRY AMPAC 1.750' MIN. 47 LITE RW RY MW I POLYPROP. 48 1 R UUiTED TOWER:'D G AS,S BY YRJVTIY AMPAC GLASS 49 UIE FRAME SCREW x 1 1 2 LGNG ON BY PANEL THK 50 GLAM COMPQUIVD DOW 1199 PANEL THK. : ' #10 WOOD Jk4TALLAYM SCREW W1 1.50 MIN. EMBFDMDVT 36 52 DOOR LATCH snw PLATE STEEL 53 1 DOOR LATCH DEAD BOLT SRRIO: PLATE tt �h STEl7 1 SEE NOTE 2 ON 2 s; SHT. 4 38 0.125• MIN. 4 GLASS THK. INTERIOR 80.0' 81.25° 80.0' MA MAX. SEE GLAZING MAX OA PANEL OA DETAILS, SHEET-,-. OA HEIGHT HFRAME 7 EIGHT HEIGHT SEE NOTE 2 ON�� 3 SHI 4 \ NOTE 6 ON 29 1 SHE 4 1 STEEL 2 FRAIO: HEAD FmrcER JOINTED PONDEROSA a' 3 32 NOTE 8 ON 9 6 4 10 WOOD SHT. 4 4' x 4• BUR HINGE 12 HAGER Sim SEE NOTE 9 ON 7 3 ON SHEET 5 :. •i•' 416 t. ;' �, : a 1RtAD THIN MAIL 16Ga X 1 FOR MULLION CAP ``. 10 31 FOAM 11 DOOR TOP RAIL LVL 12 8 STEEL. 13 150' MI CONCRETE/ 1.75' MIN EDGE DIST. MASONRY 8Y OTHERS .525' WOOD AT SIOF_LITE SASH 3116- ITW TAPCON ANCHOR W '12'5 4 MIN. EMBED. STEEL 17 EXPANDED POLYSTYRENE 1.0 to 16. d BY JELD -WEN FOAM 1.25' NOT USED ..: ; .,`. • 19 MIN. 1�' 2.50° MJV� � EMB. DIST NCR ENB. BY OTHERS VERTICAL CROSS SECTION STEEL WITH HIGH DAM THRESHOLD A x 1 1 PIASCREW ODL HIF NOTE 6 ON 29 1 SHE 4 DOOR STEEL FACE SHEET 24GA (O.MIM STEEL 2 FRAIO: HEAD FmrcER JOINTED PONDEROSA a' 3 32 NOTE 8 ON 9 6 4 FRAME LATCH JAMB FlNGER JOINTED PONDEROSA WOOD SHT. 4 4' x 4• BUR HINGE 12 HAGER Sim SEE SEE DETAIL 7 NOTE 3 ON SHEET 5 :. •i•' OUsww P616CO L FACE TH M ON gEff. 4 a 1RtAD THIN MAIL 16Ga X 1 FOR MULLION CAP ``. 10 31 FOAM 11 DOOR TOP RAIL LVL 12 DOOR BOTTOM RM. STEEL. 13 150' MI CONCRETE/ 1.75' MIN EDGE DIST. MASONRY 8Y OTHERS VERTICAL CROSS SECTION WOOD AT SIOF_LITE SASH 3116- ITW TAPCON ANCHOR W '12'5 4 MIN. EMBED. MR MAIM 1 DOOR STEEL FACE SHEET 24GA (O.MIM STEEL 2 FRAIO: HEAD FmrcER JOINTED PONDEROSA Wow 3 FRAME WAGE JAMB FANtIR JOINTED PONDEROSA WOOD 4 FRAME LATCH JAMB FlNGER JOINTED PONDEROSA WOOD 5 4' x 4• BUR HINGE 12 HAGER Sim s 19 X 1' PFH WAD SCREW HINGE TO DOOR 7 D= LATCH SIRE LVL 8 OUsww P616CO L FACE TH M AUAN" a 1RtAD THIN MAIL 16Ga X 1 FOR MULLION CAP STEEL 10 C0MPRES'S= WFATHERSW FOAM 11 DOOR TOP RAIL LVL 12 DOOR BOTTOM RM. STEEL. 13 DOOR HNGE STYLE FINGER JOINTED PONDEROSA Pw WOOD 14 00 x 1 314- PFH NOOD SCREW STEEL 15 LOCK BLOC JOAtfFD PONDEROSA WOOD 16 3116- ITW TAPCON ANCHOR W '12'5 4 MIN. EMBED. STEEL 17 EXPANDED POLYSTYRENE 1.0 to 16. d BY JELD -WEN FOAM 18 NOT USED - 19 i2x WOOD SUB BUCK WOOD 2D SO (MW AIAX THIG HIGH DENSITY PLASTIC OR (,!MATER 21 KW#XET 400 SEFES KNOB STEEL 22 OHM IffM 700 SERIFS DFAD�LT SHOWN STEEL 23 A x 1 1 PIASCREW ODL HIF STEEL 24 x r PFH WOO SCREW W STEEL 25 x 2 1 PFH WAD SCREW STEEL 28 10 x 1 PFH WOOD SCREW MUM ASTRAGAL TO DOOR STEO 27 10 x r PFH WOOD SCREIW srm 28 MULLION CAP WOOD 29 SILCONE CAULK CR LAWRENCE 33 C SILICONE X GIAMG COMPOUND QW BY SILICONE 31 wo RIM NOD. 16CA x 314- 3 OUARIER. ROUND. STEEL 32 318' QUARTER ROUND SUEIIIE STOP wow 33 CORNER ROCKS FOR STEEL DOOR BOTTOM RAJ. MDF 34 SCH[AGE KNOB SEi 1 STEEL 35 SCILAG'E pFA0B017 NOT SHOWN STEEL 36 sOEUfE STEEL FACE SHEET 24GA O020 MIN s En. 37 118- CLASS BY PPC GLASS 38 ODL LATE FRAME SO SPARTECH P0LY= PP5530 C13 297m POLYPROP. 39 PRESSURE TREATED MULLION BAR 3 4 x 4 x 81 —1747— P.T. WOOD 40 ALLWMNM EXTRUDED ASTRAGAL BY MFMU ALUM M 41 ASTRAGAL. STRIFE PLATE BRPM I STEEL 42 YALE KNO H17ITAGE SERIFS STEEL 43 YALE DF40MT HI MTAGE SIRES NOT SH001 snu 44 SIDELITE FRIWIE HEAD, SILL AND JAMBS (FINGER "TIED PONDEROSA PAVE) WOOD 45 LIFE FRAME BY TRWTY FOR I 2 LOU. POLYPROP. 46 17 JVSUTATED TaFERED GLASS BY TRINRY AMPAC GLASS 47 LITE RW RY MW I POLYPROP. 48 1 R UUiTED TOWER:'D G AS,S BY YRJVTIY AMPAC GLASS 49 UIE FRAME SCREW x 1 1 2 LGNG ON BY SIEO 50 GLAM COMPQUIVD DOW 1199 SJ1tXJNE 51 #10 WOOD Jk4TALLAYM SCREW W1 1.50 MIN. EMBFDMDVT STEEL 52 DOOR LATCH snw PLATE STEEL 53 1 DOOR LATCH DEAD BOLT SRRIO: PLATE tt �h STEl7 pE -1 o.,c �z o :•`�� , .P '.� • O T x '� i'� .IN bye �a�a P B1,, Q Rd= DROPS, INC. Phom 407- 844 -057 F= 407- 644 -2366 DIDEs 9 -11-01 scxtvs N TS/ JWJ am eri S SAFFELL DPJXM NND.: 5 -2104 sr�r 2 or 8 SEE NOTE 4 2 19 0 4 52 7 1 15 ON SHT. 4 21 42 34 \\\ e a � • � IItUERlOR 0.75° MI . < �\\ 51 10 1 1 EDGE °. °. SEE DETAIL 5 r° <. ON SHEET 5 a 0�, MAX CG�ORIZONTAL CROSS SECTION LATCH JAMB TO BUCK 50° MW CONCRETE/ EMBED. MASONRY BY OTHERS SEE NOTE 1 6 ON SHT. 4Q is � 11I �.rll; r.• lL i Y T SEE DETAIL 5J v '' ON SHEEP 5 %1 HORIZONTAL CROSS SECTION 0250° MAX HINGE JAMB TO BUCK SHIM 1.750° MIN PANEL INK 1 SEE NOTE 4 4 1 SEE DEJAIL ON THIS 10 1 1 ON SHE 4 HORIZONTAL CROSS SECTION T I PERIAL l.J SEE NOTE 7 ON SHE 4 ASTRAGN. THROW BOLTS (2) TOTAL; (1 EACH) 0.31° DA x 9.0° I.G. AT TOP & BOTTOM F�TTAR 1 ASTRAGAL STILL aTTA NOTE: TTEM 24 NOT SHOWN THIS VIEW FOR aA Sulu« F. AID 1 rare ac 0 Prpared 8P. N.T.S. en JWJ x C C1m�� a cruwau rx)s S -2104 sir _,L oe_L aria Fmc 407- 644 -2388 zz po, CONCRETE/ Lu 4 MASONRY BY OTHERS .° 0.75° MIN. EDGE DISC. x o ASTRAGN. THROW BOLTS (2) TOTAL; (1 EACH) 0.31° DA x 9.0° I.G. AT TOP & BOTTOM F�TTAR 1 ASTRAGAL STILL aTTA NOTE: TTEM 24 NOT SHOWN THIS VIEW FOR aA Sulu« F. AID 1 rare ac 0 Prpared 8P. N.T.S. en JWJ x C Q mum � Phwm c m W. S. SVFELL cruwau rx)s S -2104 sir _,L oe_L aria Fmc 407- 644 -2388 SEE NOTE ON SHE SEE NOTE ON SHE SEE GLAZING DETAILS, SHEET 7 SEE NOTE ON SHE. 7 1 15 21 42 34 HORIZONTAL CROSS SECTION AT SIDEUTE TO LATCH JAMB NOTES, CONCRETE/ 1. SPACING FOR REM 126 THE 110 x 1' PFH SCREWS ATTACHING THE iMPERW. ASTRAGAL TO THE iNACTK DOOR is MASONRY AS FOLLOWS: FROM THE TOP DOWN & THE BOTTOM UP: 1.0 ; 2 r* 4.0 ; 5.5 ; 13.0 ; 18.0' & 26.0'. BY OTHERS 2. SPACING FOR ITEM 123 THE 18 x 1 112° PIASCREW IS AS FOLLOWS: TOP & &TTOM. HORIZONTALLY. SIDEUiE PANEL 3.0° IN FROM EACH CORNER. ON THE SIDES. VERTICALLY. FOR THE SIDELRE PANELS: 3.0*, 13.0*, 26.0 , 39.0. 52.0' & 63.0'. 1 SPACING FOR ITEM 131 THE 160A x 314° BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE S6)EIJTE AND REM 19 THE 16GA. X 1' BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MULLION BAR VERTICALLY, 5 AS FOLLOWS: TOP & BOTTOM HORIZONTALLY (FQR THE 3/8° QUARTER ROUND): 125' IN FROM EACH CORNER WITH (1) NAIL MID -SPAN. ON THE SIDES VERTICALLY (MR BOTH ° 1.25' FROM EACH END & SIX MORE EQUALLY SPACED ON THE FIELD. 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE REM 125, A 18 x 2 112° PFH WOOD SCREW. WHEN ATTACHING THE SIRI(E PLATE TO THE JAMB AND SIDaITE JAMB AT THE MULLION USE REM 124, A 18 x 2° PFH WOOD SCREW. 5. SPACING FOR REM 125 THE 18 x 2 112° PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, IS AS FOLLOWS: 6.0' FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, 6. THE SIDEIJIE PANEL 6 SECURED INTO THE SIDELITE JAMB W/ ITEM 129 SILICONE CAULK ON THREE SIDES AND 318' QUARTER ROUNDS SECURED WITH ITEM 131 BRAD TRIM NAILS x 314° LONG. 0.75' Z WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM 127, A 110 x 2' PFH SCREW. WHEN ATTACHING EDGE THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM 114, A 110 x 1 314° PFH WOOD SCREW. & SPACING FOR REM 149 THE 16 x 1 112° PANHEAD SCREW (TRUTY LREFRAME) IS AS FOLLOWS: SIDELRE LREFRAME FROM THE TOP DOWN VERTICALLY: 3.25. 1&06251, 3M25, 47.5825' & 62.625'. SHOELITE LDEFRAME TOP &BOTTOM. FROM THE LET. ONE (1) SCREW AT 4.4375° 9. ALTERNATE CONCRETE /MASONRY 967ALLA71ON ANCHORS OF EQUAALENT PERFORMANCE CH4RACTER6= CAN BE USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PRQIECT OF INSTALLATION. 10. USE REM 151 WHEN INSTALLING INTO WOOD SUBSTRATE AT HFAD & JAMBS. USE ITEM 125 WHEN INSTALUNG INTO MULLIONS., USE ITEM 116 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. NOTE 7 SHR: 4 1.750° ANN. - -- o l Q�g{Qg PANEL THIC 1 ,� m po! 10 \ SEE NOTE 2 SEE ON SHi 4 t 1 ON SE 2 /j; 29 SE 6 E SEE DETAIL 5 4 al ON SHEET' 5 0.750° SEE GLAZING 39 DETAILS, SHEET 7 rl1 HORIZONTAL CROSS SECTION IN AT SIDELITE TO HINCTE JAMB 51 19 20 4 31�� 43 3 c o 32 36 364 4 W 7 10 SEE NOTE 5 1 1 ON SHE 4 SEE DETAIL 5 ON SHEET 5 0.750' HORIZONTAL CROSS SECTION AT SIDEUTE TO LATCH JAMB NOTES, CONCRETE/ 1. SPACING FOR REM 126 THE 110 x 1' PFH SCREWS ATTACHING THE iMPERW. ASTRAGAL TO THE iNACTK DOOR is MASONRY AS FOLLOWS: FROM THE TOP DOWN & THE BOTTOM UP: 1.0 ; 2 r* 4.0 ; 5.5 ; 13.0 ; 18.0' & 26.0'. BY OTHERS 2. SPACING FOR ITEM 123 THE 18 x 1 112° PIASCREW IS AS FOLLOWS: TOP & &TTOM. HORIZONTALLY. SIDEUiE PANEL 3.0° IN FROM EACH CORNER. ON THE SIDES. VERTICALLY. FOR THE SIDELRE PANELS: 3.0*, 13.0*, 26.0 , 39.0. 52.0' & 63.0'. 1 SPACING FOR ITEM 131 THE 160A x 314° BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE S6)EIJTE AND REM 19 THE 16GA. X 1' BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MULLION BAR VERTICALLY, 5 AS FOLLOWS: TOP & BOTTOM HORIZONTALLY (FQR THE 3/8° QUARTER ROUND): 125' IN FROM EACH CORNER WITH (1) NAIL MID -SPAN. ON THE SIDES VERTICALLY (MR BOTH ° 1.25' FROM EACH END & SIX MORE EQUALLY SPACED ON THE FIELD. 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE REM 125, A 18 x 2 112° PFH WOOD SCREW. WHEN ATTACHING THE SIRI(E PLATE TO THE JAMB AND SIDaITE JAMB AT THE MULLION USE REM 124, A 18 x 2° PFH WOOD SCREW. 5. SPACING FOR REM 125 THE 18 x 2 112° PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, IS AS FOLLOWS: 6.0' FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, 6. THE SIDEIJIE PANEL 6 SECURED INTO THE SIDELITE JAMB W/ ITEM 129 SILICONE CAULK ON THREE SIDES AND 318' QUARTER ROUNDS SECURED WITH ITEM 131 BRAD TRIM NAILS x 314° LONG. 0.75' Z WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM 127, A 110 x 2' PFH SCREW. WHEN ATTACHING EDGE THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM 114, A 110 x 1 314° PFH WOOD SCREW. & SPACING FOR REM 149 THE 16 x 1 112° PANHEAD SCREW (TRUTY LREFRAME) IS AS FOLLOWS: SIDELRE LREFRAME FROM THE TOP DOWN VERTICALLY: 3.25. 1&06251, 3M25, 47.5825' & 62.625'. SHOELITE LDEFRAME TOP &BOTTOM. FROM THE LET. ONE (1) SCREW AT 4.4375° 9. ALTERNATE CONCRETE /MASONRY 967ALLA71ON ANCHORS OF EQUAALENT PERFORMANCE CH4RACTER6= CAN BE USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PRQIECT OF INSTALLATION. 10. USE REM 151 WHEN INSTALLING INTO WOOD SUBSTRATE AT HFAD & JAMBS. USE ITEM 125 WHEN INSTALUNG INTO MULLIONS., USE ITEM 116 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. NOTE 7 SHR: 4 1.750° ANN. - -- o l Q�g{Qg PANEL THIC 1 ,� m po! 10 \ SEE NOTE 2 SEE ON SHi 4 t 1 ON SE 2 /j; 29 SE 6 E SEE DETAIL 5 4 al ON SHEET' 5 0.750° SEE GLAZING 39 DETAILS, SHEET 7 rl1 HORIZONTAL CROSS SECTION IN AT SIDELITE TO HINCTE JAMB 51 19 20 4 31�� 43 3 c o 32 36 364 4 W 7 e " : EXTERIOR R III 0.125° MIN. INTERIOR T'2 GLASS 1HK. SEE NOTE 2 e a • / ON SHE 4 iR\ HORIZONTAL CROSS SECTION 29 SEE NOTE 6 TO BUCK c °s 'e ON SHE 4 ♦♦�� g F. E Wcc�m• .• s; ' ♦ i SEE DETAIL 5 `�♦ ,.•'•••• •. •� ��i+ 9 -11-01 sm4 R. N.T.S. • • ON SHEET 5 7 . O Prq-ed By. 0.250' A14X •. e m• W. JWJ cw. w. S. SAFE SHIM T : w Q ON" ML. 50' M1N O P,.•' kr .• &am � S -2104 40 aim -L ( 8 `aassa I= 407- 644 -2356 SEE DETAIL 4 ON THIS SHE SEE DETAIL 3 ON THIS SHE DOUBLE DOOR WITHOUT MM ANCHOR LOCATIONS VIEWED FROM INTERIOR 2 16 SEE NOTE 14 2 7 SHEET 4 41 0 / \ o I 5 , 6 41 � DETAIL 2- 0 HEAD JAMB DETAIL 3- 0 THRESHOLD MAIL 4 ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE HINGES TO JAMB & DOOR MAX OA FRAME 4..P5;0* TYPP �pp� 9.00` TYP. 1 I 1 100` 3.00' 00, TYP ° TYP. DETAIL 6 THIS SHT. —L 6 TYP. 5 SPACES 0 13.85' 81.25` MAX. OA FRAME \ — SEE DETAIL 3 ON THIS SHE DOUBLE DOOR WITHOUT MM ANCHOR LOCATIONS VIEWED FROM INTERIOR 2 16 SEE NOTE 14 2 7 SHEET 4 41 0 / \ o I 5 , 6 41 � DETAIL 2- 0 HEAD JAMB DETAIL 3- 0 THRESHOLD MAIL 4 ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE HINGES TO JAMB & DOOR MAX OA FRAME 4..P5;0* TYPP �pp� 9.00` TYP. 1 I 1 100` 3.00' 00, TYP ° TYP. DETAIL 6 THIS SHT. SEE DETAIL 4 THIS SHT. 3.00° TYPE If: TIM 3.00°- ;.J L4 -� 7.00 M. .15` MIN. C -SNK. SAIGLE OOOR WM SIDELHES ANCHOR LaAnDNS � you FROM IMTERIt1R mra -5 MAIL 6 STRIKE PLAlESTO ASTRAGAL STRIKE PLATES TO JAMB g c�. c o w Ulm SEE NOTE 10 \ ON SHEET 4 \ — �Ej ttttturrr DiIAIL Z F. r NTERSlNK FOR MIALIATION ANCHORS o 8 �J�t�'.; ° SEE DETAIL 4 THIS SHT. 3.00° TYPE If: TIM 3.00°- ;.J L4 -� 7.00 M. .15` MIN. C -SNK. SAIGLE OOOR WM SIDELHES ANCHOR LaAnDNS � you FROM IMTERIt1R mra -5 MAIL 6 STRIKE PLAlESTO ASTRAGAL STRIKE PLATES TO JAMB g c�. c o 16 51 \ SEE NOTE 10 \ ON SHEET 4 \ — �Ej ttttturrr DiIAIL Z F. r NTERSlNK FOR MIALIATION ANCHORS o 8 �J�t�'.; ° ., •AO�i� L PmpWW By: MqM 9 -11-0 sMVe N.T. T iti � Q MAMS Mon W. PIS 407 cm im I SAFi mvxm ML: 5 -2104 am i5 �_ FM �zaua FMS 407 - 8744• -2366 MAX OA FRAME 4.50° T 3.00° 3.00° 6 TYP. TYP. 5 SPACES ® 13.85° L'/v4lrfPItl ! l4 SEE DEW 2 ON SHEET 5 16.41" TYP. 7YP. 13.41 ° TYP. TYR 6.00° TYP. 00° TYR 3.00' Tm.j L. I I 300• TYR 3.00' iypJ I. 7.00 71P. 1. J 7.00' IYP. SEE DETAIL 3 ON SHEET 5 DOUBLE DOOR WRH MM ANCHOR LOCATIONS VIEWED FROM INTERIOR SEE DETAIL 4 ON SHEET 5 6 1YP. R 5 SPACES 0 13.85 7�___ ltd' fllLf�l 71�_ll� :,i -■.�: _�:_ L,t� F. EKL��L "Aw SEE DETAIL 4 ON SHEET 5 BUILDDIO DRDP.% INC. Phow 407- 644 -6W I= 407 -W -236 C1mo' z• o W 0 3 o mm 9 -11-01 �uFS N.T.S. DW6. BY: Jwj f.YQf. BR S. SAFE DPAWM NW 5-2104 DW -�L ov 8 11 1 111 111 I Il 51 51 TYP. TYP. SEE NOTE 5 ON SHEEP 4 SEE DETAIL 5 ON SHEET 5 & 25 a - - Al 16 TYP. l i 1 i I I 3.00' Tm.j L. I I 300• TYR 3.00' iypJ I. 7.00 71P. 1. J 7.00' IYP. SEE DETAIL 3 ON SHEET 5 DOUBLE DOOR WRH MM ANCHOR LOCATIONS VIEWED FROM INTERIOR SEE DETAIL 4 ON SHEET 5 6 1YP. R 5 SPACES 0 13.85 7�___ ltd' fllLf�l 71�_ll� :,i -■.�: _�:_ L,t� F. EKL��L "Aw SEE DETAIL 4 ON SHEET 5 BUILDDIO DRDP.% INC. Phow 407- 644 -6W I= 407 -W -236 C1mo' z• o W 0 3 o mm 9 -11-01 �uFS N.T.S. DW6. BY: Jwj f.YQf. BR S. SAFE DPAWM NW 5-2104 DW -�L ov 8 »ia: •: 0.125° MIN. TEMP. GLASS g INTERIOR I I GLASS CLASS BITE 1 29 50 29 46 50 38 2 SEE NOTE 2 c�• ON SHE 4 z o� EXTERIOR 0.500° MIN. GLASS THY. 0.125" TEMP. " GLAZING DETAIL 1 0.250` AIR v� ODL LITE FRAME SINGLE PANE GLASS SPACE 1/8' TEMPERED GLASS SPARTECH '" POLYCOM PP5530 C13 25' x .50' 0.125° TEMP. INTERIOR 0.50 INTERCEPT GLASS iP� GLASS STEEL SPACERS C BITE 50 SEE NOTE 8 a 1 29 29 48 50 4 49 ON SH1: 4 EXTERIOR 0.125' TEMP. GLAZING DETAIL 2 GLASS TRINITY LITE FRAME iZ 112' INSULATED TEMPERED GLASS LUPOY EU -5007 1.000 MIN 750° AIR SPACE GLASS THK. 12 I? 75° x .50' INTER L 0. 125' TEMP. ALL GLAZING CONFUM710NS INTERIOR 0.50' SIR SPACER GLASS SWILL COMPLY WITH SAFETY GLASS GLAZING REQUIREMENTS OUTLINED - s f3 g EIlfE IN t sECnoro 2408. g � 50 4 49 SEE NOTE 48 0 F ,i w c -It* �� !v ,.•' .p �i� WE 9 -11-01 GLAZING DETAIL 3 Z: 7 t O Pmp� gy N.T.S. TRINITY WE FRAME ` * . * = urrc W. tyyi 1" INSULATED TEMPERED GLASS T tK 4\) t7] t LUPOY EU -5007 0 : �tuw� 407644 -W �n�s I= 407- 844 -2388 F jL 1.670* -1 - 1.670* 1.670* 1.670* 4.5625' Liao- 1.210* Low. 1. 1 0.750* % 1.000" 042 .250 Lill I o 0.500' DOOR BOTTOM RAIL DOOR HWGE T 24GA ( .0211 STEEL (DF94A JOINTED PONDEROSA 7 11 PINE WOW FINM J01M 4 44 PONDEROSA PINE 0.513* 0.125° 1.645° --I 0 %- .529 T 0", 1.544" 1.544' 1.586, 0.831' -T 0.140' 1.750* 1.750- 0.530 1�.752' 1521* 1519' 61. 2621* O COINER BLOCK STEEL COWREGEL ( jSTEEL BOTTOM SCHL K=KON ODS 650 0=19�OLYPROP. 47 �POLYPR�OP� PoLmop. MW x 3.0* LONG MAW PLASTIC LIFE Iff MATEIM IRINIIY PLASTIC UTE KIT MATOW ODL PLASTIC LUE KIT IWAIEW 1.500' APPROVED UNDER MAJZ--Qg= I APPROVED UNDER MLbZ--0N= 1APPROVED UNDER M410-1209.01 125" .1 0.868* Irr 0.482' 0"' 0.585" ig 0.375' 0 ' k 0.375' .624* 0 QUARTV? RMD 11 lol TV 1.750* 15w* 1.736"0.675' F� 1 PINE LOW 0 R ASTRAGAL HAS TWO 0.3125 0 1137'1.012 0 LONG BOLTS� 0 I.V5' 1- 0 0, 7,1 ON TOP, 1 ON BOTTOM 0 L 1381. '10 1 1.025' 1.381* 0.097- 4.000' OASTRAGAL WMA) ASTRAGAL SIZE PLATE OAT LATCH DEAL) M1910 CAP . HAGER STEEL &ff HINGE 6OW-T6 ALUMINUM 8 (NPMC 0.125' STEEL) @=19kiEL STEEL OPINE (81.25- LONG) @4 x 4' x 0.097' THK- STEEL 11.875' -1 DIA. VARIES WITH HARDWARE USED b 0 WOOD Lm BLOCK SFINGER JOINTED PONDEROSA PINE 7 4.000* 1.710' -T Go. 4.041' Km BLIMP FACE THRESHOLD 8 PEMKO INSERT 0 prww Or. DRM9% W- Fhwa 407-644-M I I= 407-644-2366 g! 6 l Jwj S-2104 MIAPO MIAMI -DADS COUNTY s ©ADE PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Sgvet, Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miam daae.mv /,gera Florida Window Systems, Corp. 7191 NW 77 Terr. Medley, FL 33166 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 PERA - 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, PERA reserves the right to revoke this acceptance, if it is determined by Miatni -Dada 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. DESCRIPTIONi Outswing Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W03 -36, titled "Alum. Outswing Casement Window (L.M.I.) ", Sheets I through 6 of 6, dated 05/28103, with revision C dated 03/28/12, prepared by Al- Farooq, 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 Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model /series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise 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 provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOAH 08- 0604.01 and consists of this page I and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Peru, P.E. NOA No. 12-0514.15 tN , coutvTY Expiration Date: September 18, 2013 Approval Date: August 02, 2012 f-7/04/1 Page 1 Florida Window Systems, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -36, Sheets 1 through 6 of 6, titled "Alum. Outswing Casement Window (L.M.I.) ", dated 05/28 /03, with revision C dated 03/28/12, 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 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETT -03 -1312 dated 4/17/03, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03- 061104) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up dtvwings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1752 dated 12/3/02, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03- 0612.04) 3. 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 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1230 dated 6123/02, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03- 0612,04) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1751 dated 12/3/02, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03- 061.2.04) Manuel P9V4 P.E. Product Control fxqjbiner NOA No, l 314.15 Expiration Date: September 18, 2013 Approval Date: August 02, 2012 E -1 Florida Window Systems, Coma. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. 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 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1235 dated 7/3/02, signed and sealed by Rafael Droz, P.E. (SubmUied under previous NOA #03- 4612.114 C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, prepared by AI- Farooq Corporation, dated 03/27/12, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM El 300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08- 0709.04 issued to Glasslam N.G.I., Inc. for their "Safety -Plus II Laminated Glass" dated 09/11/08, expiring on 08/07/13. 2. Notice of Acceptance No. 114325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05105111, expiring on 05/21/16 F. STATEMENTS 1. Statement letter of conformance, complying with the FBC -2010, and of no financial interest, dated March 27, 2012, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 08- 0504.01, issued to Florida Window Systems, Corp. for their "Outswing Aluminum Casement Window -- L.M.I. ", approved on 10 /02/08 and expiring on 09/18/13. Asft Manuel er P.E. Product Con miner NOA No. 12,014.15 Expiration Date: September 18, 2013 E -2 Approval Date: August 02, 2012 ADDL ANCHOR AS READ. 13 1/2° MAX 5" MAX SEE CHART ON SHEET 2 HEAD /SI! HEAD SILL FOR CAPACITY CORNERS r� SURFACE APPLIED FALSE MUNTINS OPTIONAL 1 / / u C S9 IN 8 II \ \ 30 15/18° QL OPG. 35 7/8" PENT WIDTH 37" WINDOW WIDTH SINGLE VENT WOW i ANCHOR REOD. AT EACH SIDE OF IMPOST 13 1/21y/�2 °- SILL CORNERS T\11 1 I1 I 1 I DOW CORNING SOS GE 4000 SILICONE TREMCO TREMOLAZE S -5oo 1/8" ANN. GLASS .130" INTERLAYER 1/8' ANN. GLASS SAFETY -PLUS n BY 'GLASSLAM' .O¢O' INTERLAYER GL SAFLEX 910 9Y 'SOLUTIA' Q. 1/8' ANN. ASS 1/8" ANN, GLASS MW SIuCW LcI / GE 4000 INC 995 p� [ rTREMCO TREMGLAZE 5-500 nuvww mulr� DUAL VENT WDW. SILICONE —DOW CORNING 998 1 OE 4000 1/8° HEAT SiREN'D. GLASS .130" INTERLAYER SAFETY -PLUS tl BY 'CLASSLAM' 1/8' NEAT STFEN'D. GLASS 1 ON CO 995 GE 400d 11 II�( II I 8 30 15/18° 30 15/18" D.L. OPG. D.L CPO. 38 7/8" 35 7/8° VENT WIDTH VENT WIOTIi 74° DOW CORNING SOS GE 4000 SILICONE TREMCO TREMOLAZE S -5oo 1/8" ANN. GLASS .130" INTERLAYER 1/8' ANN. GLASS SAFETY -PLUS n BY 'GLASSLAM' .O¢O' INTERLAYER GL SAFLEX 910 9Y 'SOLUTIA' Q. 1/8' ANN. ASS 1/8" ANN, GLASS MW SIuCW LcI / GE 4000 INC 995 p� [ rTREMCO TREMGLAZE 5-500 nuvww mulr� DUAL VENT WDW. SILICONE —DOW CORNING 998 1 OE 4000 1/8° HEAT SiREN'D. GLASS .130" INTERLAYER SAFETY -PLUS tl BY 'CLASSLAM' 1/8' NEAT STFEN'D. GLASS 1 ON CO 995 GE 400d — M �3 THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. $ SHUTTERS ARE NOT REQUIRED. ALUMINUM OUTSWING CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON MEET 2. APPROVAL APPLIES TO SINGLE VENT OR DUAL VENT WINDOWS WITH X AND XX CONFIGURATIONS, A80 COMBINATIONS OF CASMT /CASMT OR CASMT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THE PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS HOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMBED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLOC. CODE SECTION 2003.8.4. VVAD PRODUCTREVISBD FL% PE pp 70 02 mecimplpinwkhdwplawft CAA 3838 WIdWs Coda APR 18 201 %A,v v p8 h O a� VVV y�qj� �$ DL M o Q ? AS K �W� T wowing no. W03 -36 HFSICR LOAD CAPACITY - PBF FOR (R) SIZ�9 ENDOW 1tIN8. OIA88 TYPES 'Al' & 'A8' OIA88 TYPE '6t' Wwttt HQCHt [ocr. ( +) triT: ( -) totr. ( +) trot. ( -) 19 -1 /9" 85,4 _ 58.0 73.0 SOA 28 -1/2° 28' $5.0 984 75.0 80.0 37` (3) 5a0 35.0 ---75.0 80,0 5$.0 75.0 aee 28 -1/2° 38 -5 /a" 55.0 55.0 78.0 80.0 37° (4) 95.0 99.0 7$.0 80.0 19 -1/9` 5a0 58.6 .75.0__ 80.0 28 -1J2° 80 -5/8" 50.0 58.0 7510 80.0. 37" (8) SB.O 83.0 79.0 90.0 79 -t/8° 43b 45.9' 7a0 1m.0 28 -1/2° 83° 34A 34.0 78.0 8a.0 3r ".'. {S} _ - 75.0 _80.0 19 -if8° 74 -1/4' 27b _ 27.$ 78.0 60.0 28 -1/2° (8) 88.8 88.8 ta• 55.0 _58.0 75.0 80.0 24" aM1'0 SSA 78.0 80.0 30° (3) _ _59.0 ss.a 75.0 9oa 38' 55.0 ` $5.0 78.0 80.0 1B° 55.0 55.0 TSA 80A 24° �„ 56.0 S$A 75.0 80.0 so• (3) sso 55.0 Tao_ 80.0 38" 99.0 8&0 78.0 80.0 1B° 99A $5.0 7$.0 80.0 24" �, Sa0 5$.0 7$.0 80.0 30° (4) 55.0 9$A 76.0 80.0 38` BSA 55.0 79.0 80.0 19" SSA sao Tao Boa aa° �° 43.2 43.2 _730 80.0 -' -- - ^73.0 80.0 E24' (5) 33.8 35.9 75.0 80.0 32.0 32.0 75.0 _ a0.0__ �8i 24.5 2A$ a0 88.0 8a0 {) m NO. OF ANCHORS PER JAMB NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05- DEC -219 DESIGN UNRRTNFORCSD anatatt DHl6 CLASS TYPES tYlom t18aHt txt. { +) 28 -1/2" 58.0 3r 28• 89.0 83 -t/8° (3) 85.0 74° 85A 28 -1/2° 88.0 1r �.:3 fB° ss.o 83-1/8° (�) -88.d za° a9A 26 -f f2°.. 59.0 39° 80 -8/8° 88.0 83 -tJ8" {8) gg.0 74° Sao 28 -1/2` 99.0 37° &3• 47A 93 -118° (8) 34.0 74° i8 -tJ2° 39.2 3r 74'x/4° aa.a 83-1/9° t8) - a <• s9.o 36° SBA 48' 26° 95.0 t3 Sao 72' 8aQ aa° $9.o 38° 55.0 49° �° S$.0 Bd° {�) s5.o 72° 58.0 aa° sso 38° 58.0 48° '�° 59.0 80° (4) Sa0 72• 5ao 2a" 93.0 38° 55.0 ae° � 43.2 �° 15.B 72° 24° 47A 38`. 72- 32.0 48° ( (} ® NO, OF ANCHORS CENTER POET 'as' INT. ( -y 80.0 80.0 89,0 SOA 8D.0 �.o 80.0 -- soo �A 80.0 80.0 80.0 80A 80.9 80.0 LOAD CAPACITY - P9F FOR (R% 1 SI2RS CBNTRR POST RSINFORCBD 'Al' 8 'AS' 4fABa TYPE 'Bi• oLA9B TYPE Q� LL 1NT. ( -) txr. ( +) tM. {-) txt. ( +) 59A 75.Q 80.0 79.0 SS.O 75A 90.0 TS.O 85.0 7s.0 �.0 7s.0 89.9 7SA BOA 75A 89.0 ?$.0 �.0 75.0 as.o Tao �A Yso Saa 7aa 80.0 7a0 55.a zso eo.o iao 88.0 78.Q 80,0 .. - 79.0 85,0 75A 60.0 75.0 95A 7$.0 80.0 - -- 73.0 38A 89.7 _ 95.0 78A 80.0 75.0 47A 75.0 80.0 75.0 _._..78A........._ 34A 88.4 88.4_._,... .I. Lu s U' O a nrt P� Z nM z X t7 dt o ��2 92.8 52.8 88.8 BS.B 78.0 80.0 39.2 79.0 79.0 Tao 89.0 90.0 68.7 �.o 80.d 80.d 80A 80.0 Bao 80.0 _ 60.0 B9.o SO.a � 8aA 80A 80.0 90.0 60.0 80.0 eoA 80.0 �A ze.a $7.z szz 7sa - 40.8 40.9 86.7 s9.o Tao 90.0 7aa 99.0 TS.O 80.0 75.0 95.0 75.0 80A 75.0 55.0 7a0 80.0 75.0 99.0 75.0 80,0 78.0 98A 7so 60.0 lad SSA 75.0 80.0-- 75.0 59.0 78.0 80.0 75.0 7so _ - so.o � iso ` 89.0 75.a 80.0 Ya0 5sA 7sA 60.0 7so 59.0 TB.O 80.0 Tao 98.0 7SA 89.0 7aa °� 88.0 TSA 80.4 79.0 55.0 71.2 71.2 73.0 8 &0 98.0 80,0 7a0 Sao Tao 9010 7a0 43.2 Tao 80.0 7sA 389 68.4 89.4 75.0 87.0 97,0 71,8 71.8 78A 80.0 47.4 7SA 80.0 75A �A i.0 32A 84.8 Bob 75.0 PER JAMB �" �cift ME 7ase2 t.AlL 939 R LOADS WITH ADDL ANCHOR AT IMPOST PRODUCT ylrtg ftFlodal Dow 16 2U O*19 8diaWe t t drewing rro. VV03 -36 9neet of 8) 24.8 24.5 48.1 49.3 78.0 75.2 7a0 80.0 60" 40.9 Aa.$ 63.3 83.3 68.0 88.0 # �� ANCHORS A SPACING i TYPICAL SEE ELEV. FOR TYPICAL SEE ELEV. FOR WOOD BUCKS MO METAL STRUCTURE NOT BY FLORIDA WOW. SYS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: sm av, FoR sPACiNG 1/4" DIA TAPCON 8Y 'ITW (Fu-t20 KSI, Fy=92 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN, PENETRATION INTO WOOD THRU I BY 13UCKS INTO CONC. OR MASONRY - 1 -t/4" MIN. EMBED INTO CONC. OR MASONRY ,}/16" DIA. YEKS OR SELF DRILLING _SCREW5 (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN,) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #10 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MLW -DAOE COUNTY APPROVED MULLIONS (MIN. THK. = .090') (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1 -1/4" MIN. INTO WOOD STRUCTURE - 3/4" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL. OR JAMBS 1'o m 5000 PSI MIN, C-90 HOLLOW/FILLE0 BLOCK AT JAMW Pm m 2000 PSI MN. SEALANTS: ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS SEALED WITH CLEAR /ALUMINUM COLORED SEALANT. fe 4ov 51 1 Q� J 000 I U 4 tL S �z '2 o rno 2 r` g 0 BY Pmdaat droving no. W03 --36 TYPH 3/16- MAX D 1/2' X 5/8- X 2- LONG SHIM ALUM OARS, 2/ VENT 1/4' MAX AT 8° FROM TOP & BOTTOM M FASTENED W/ SSMS lay (2) #8 X I- FH TYPICAL ANCHORS SEE Em. q M BUCKS FOR SPACM MUALJ O.L. OPO. STRUCTURE SINGLE VENT WINDOWS DUAL VENT WINDOWS OR As %01 P I I it a 89 .9 0 zg ti drawing no. W03-36 2J29 --q 1218 e� — 2 3 O Fi 8B2 1.595 d .997 —� . Pa WW iQ N FRAME A9 1.062 .679 pI- .� 827 1.781 I r soo 8 W 4 VENT Ci R M ! Z Z�M _ �L i A62 2A29 X621 4.QW c g 555tttttt 4.000 r`1 IMPOST �m 8 230 j°' A4D c 1-1-1 .130 I� _ an as wmoyMg wim Me FWMO � n .790 .090 1.900 L724 RA. PE 74862 liwlmgcm% a 1.749 'APR 2052 °ab arming no, REINFORCING CHANNEL W03 -36 GLAZING ®PAD 30 Ks STEEL sheet of $ e TlBb! PART ( gUANTM1TT DffiCBIpPioN MATERIAL MANP. /Bt1PPtA�t/IffiMANKB 1 F� -0� 4 FRAME 606y -Tg - 2 fW5 -Gil 4 TENT BOgy_Tg _ 3 F1YS -010 t CENTER POST 8083 -78 - 4 tW0 -008 AS REOp. (y1�N0 BEAp 80$3 -Ta - a - As REOD. FRAME ASSEMBLY SCREWS ST. SiiEl. 810 % s /4° Poi � 8 - AS RECD. VENT ASSEMBLY SCREWS SL STEEL 810 %'t -1/2° M1 SMS .7 E142 AS ttEQp.. FRAME %SATHERSTRtPPWQ {,078 X.3�) YOM ULTRAFAB � — "'•...- "..___ 8 Eaoa A5 REOD. VENT g9:ATNERRiRIPPWO (.187 % .330) VO�M ULTRAFAB 9 ,12,00,1 2/ VENT 4 � NAVGE. AT TOP AND BOTTOM STEEL TRUTH, ATTACHED W/ {6) 8d X 3/8" SS SMS 10 30088 2/ YEPdf LEVER TYPE FACE MOUNT LOCK STEEL TAU1H, AT 12' FROM TOP AND BOTTOM it 21087 2/ VENT LOCK KEEPERS, AT FRAME JAMB FACING LOCK STEEL ATTACHED W/ (2) 810 X 3/8° SS SMS 12 40088 1 ROTC OPERATOR SIEEI. TRUTH, ATTACIffD W/ (4) 88 X 3/8° SS SMS 13 - - .OS7 Ttatxc CORNER KEY Sr. STEEL 1 -1/2' X 1 -1/2° X i/Y /4 - 2/ LOCK LOCK MSTALLARGM SCRUMS % 1/2° PH SMS 18 AS READ. CENTER POST REDIFORCWO STEEL 2J29 --q 1218 e� — 2 3 O Fi 8B2 1.595 d .997 —� . Pa WW iQ N FRAME A9 1.062 .679 pI- .� 827 1.781 I r soo 8 W 4 VENT Ci R M ! Z Z�M _ �L i A62 2A29 X621 4.QW c g 555tttttt 4.000 r`1 IMPOST �m 8 230 j°' A4D c 1-1-1 .130 I� _ an as wmoyMg wim Me FWMO � n .790 .090 1.900 L724 RA. PE 74862 liwlmgcm% a 1.749 'APR 2052 °ab arming no, REINFORCING CHANNEL W03 -36 GLAZING ®PAD 30 Ks STEEL sheet of $ e TlBb! PART ( gUANTM1TT DffiCBIpPioN MATERIAL MANP. /Bt1PPtA�t/IffiMANKB 1 F� -0� 4 FRAME 606y -Tg - 2 fW5 -Gil 4 TENT BOgy_Tg _ 3 F1YS -010 t CENTER POST 8083 -78 - 4 tW0 -008 AS REOp. (y1�N0 BEAp 80$3 -Ta - a - As REOD. FRAME ASSEMBLY SCREWS ST. SiiEl. 810 % s /4° Poi � 8 - AS RECD. VENT ASSEMBLY SCREWS SL STEEL 810 %'t -1/2° M1 SMS .7 E142 AS ttEQp.. FRAME %SATHERSTRtPPWQ {,078 X.3�) YOM ULTRAFAB � — "'•...- "..___ 8 Eaoa A5 REOD. VENT g9:ATNERRiRIPPWO (.187 % .330) VO�M ULTRAFAB 9 ,12,00,1 2/ VENT 4 � NAVGE. AT TOP AND BOTTOM STEEL TRUTH, ATTACHED W/ {6) 8d X 3/8" SS SMS 10 30088 2/ YEPdf LEVER TYPE FACE MOUNT LOCK STEEL TAU1H, AT 12' FROM TOP AND BOTTOM it 21087 2/ VENT LOCK KEEPERS, AT FRAME JAMB FACING LOCK STEEL ATTACHED W/ (2) 810 X 3/8° SS SMS A N N� N � D aui �qO n a0 tz ag rav�ons: on M OUTSNNG CASEMENT WINDOW (LMJ.) AL- FAROOQ CORPORATION W m WM-_28-0 A w. NO Tm UPMUM FOR 2004 cuc rFFLOPJDA VANDOW SYSTEMS tom. , , �"`� & �� Q� OP„� c w.2L1 NO ovam THS SHM 91 N.W. 77 TERRACE I MAW gOMDA X74 DLEY. FL.. 33166 i hs Rnxas2a�2s (305) sos -saao FAX (305)s -saaa izeasaoo T , MIAMI -DADS COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, ,Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) i ov/ e Trulite Window & Door Solutions, LLC -- 8130 NW 70 Avenue Medley, FL 33166 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 PERA - 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. PERA 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. DESCRI MON: Series "180 "Aluminum French Doors w/ we, sidelites-L.NLL APPROVAL DOCUMENT: Drawing No. W01 -64, titled "Series 1800 Alum French Doo w/ sidelite (L.M.I.) ", shots I through 15 of 15, dated 09 -17-01 last revised on DEC 88, 2011, prepared by AL- Farooq 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. NUSSiiLE IMPACT RATING: (Large Missile Impact Resistant Limitation: 1. SHW is integral part of single door application, door not to exceed 39 -1/2W x 84 "H and Max DP=+ /-65 psf. 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 ", unless otherwise 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 tarminate. this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NO& . 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 provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 104930.07 (former Arch Windows, LLC dba AWP) and consists of this page I and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. e NOA No 11- 1209.02 Expiration Date: January 03, 2017 � 1,�1' Approval Date: January 26, 2012 Page 1 laft Window & Door Solutions. 1A C NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 10- 0930.07). 2. Drawing No. W01 -64, titled "Series 1800 Alum French Doo w/ sidelite (L.M.I.r, shuts 1 through 15 of 15, dated 09 -17-01 last revised on DEC 08, 2011, spared by AL- Farooq Corporation, signed and sealed by Javad Ahmad, F.E. B. TESTS (transferred from file # 10- 0930.07/09- 0316.0.5) 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) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of an OXO aluminum Ouutswmg, door, prepared by Fenestration Testing Lab., Test Report No. FTL -5701, dated 11/13/08, signed and sealed by Carlos S. Roinda, P. E. 2. Test reports on: l) 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) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202 -94 Along-with marked -up drawings and installation diagram of Single Outswing door w/ SHW, prepared by Fenestration Testing Lab., Test Report No. FTL -5675, dated 09/11/08, signed and sealed by Carlos S. Roinda, P. E. 3. Additional Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of an aluminum French Door w/3 -point lock, prepared by Fenestration Testing Lab., Inc., Test Report No. FT1-3389, dated 6 /25/02, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA ##06-1229.03) 4. 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) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202 -94 Along with marked -up drawings and installation diagram of double Outswing aluminum French Door, prepared by Fenestration Testing Laboratory, Inc., 'Test Report No. FTL-, dated 7/12/01, signed and sealed by Luis Figueredo, P.E. (Submitted under previous NOA #1113.0805.47 Yale Ogron Mfg. Co) C. CALCULATIONS 1. Statement letter of compliance to FBC 2010, prepared by Al Farooq Corporation, dated 11115111, signed and sealed by Javad Ahmad, P.E. 2. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al Farooq Corporation, dated 03/10/09 and last revised on Jan 05, 2011, signed and sealed by Javad Ahmad, F.E. (transferred from file # 10- 0930.07). 3. Glazing complies w/ ASTM &1300 -02 & -04 Is>haq L Chands, P.E. Product Control Examiner NOA No 114209.02 Expiration Date: January 03, 2017 Approval Date: January 26, 2012 E -1 TroUite Window &Door Sol —W-a s. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). MATERIAL CERTIFICATIONS 1- Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for "Saflex clear & color interlayer", expiring on 05/21/16. 2. Notice of Acceptance No. 07- 1116.11 issued to Saf Glas, L.L.C. for "SAF GLAS Polycarbonate Laminate " ", expiring on 12/16/2012. E. STATEMENTS 1. Statement letter of compliance to FBC 2010, prepared by At Farooq Corporation, dated 11/15/11, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance and letter of no financial interest, prepared by Al Farooq Corporation, dated. 09/03/10, signed and sealed by Javad Ahmad, P.E. 3. Statement letter of compliance, part of the above referenced test reports. 4. Certificate of registration of name change from "Arch Windows, LLC" to Trulite Residential Windows, LLC" issued by State of Delaware on 07!27/11, signed by J.W. Bullock. 5. Certificate of registration of name change from "Trulite Residential Windows, LLC" to " Trulite Window & Door Solution, LLC" issued by State of Delaware on 17/10/11, signed by J.W. Bullock. 6. Florida Dept of State, listing dated 02103/10 of Trulite Window & Door Solution, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl. 7. Sales agreement between AWP, LLC (seller) and Arch Aluminum & Glass Enterprise, a Delaware Corp (purchaser) dated Jan 14, 2010, signed by Leon J. Silverstein and Wm, Robert Wright, respectively. (transferred from file # 1it- 0934A7). 8. Certificate of registration of Arch Windows, LLC (Delaware) in State of Florida dated 02104/10, managed by Arch intermediate Holding, LLC (transferred from file # 104930.07). 9. Florida Dept of State, listing of Arch Window, LLC (Foreign Limited Liability Co.), managed by Arch intermediate Holding, LLC, Tamarac, Fl.(transferred from file # 10- 0130.07). 10. Statement letter dated March 25, 2010, issued by Arch Windows, LLC that it has purchased all assets of AWP, LLC effectively Jan 29, 2010, signed by Leon Silverstein, PresidentICEO (Arch Windows, LLC)(feansferred from file # 1041930.07). 11. Asset purchase agreement dated 11/01/06 among AWP, LLC (Buyer) and Yale Ogron Windows & Door Inc. (seller), signed by Leon J. Silverstein and Manny Valladares, respectively(tramfenfed from file # 03-0805.07). G. OTHER 1. This NOA revises & renews NOA # 10- 0930.07, expired on January 03, 2012. 2. Certificate of name changes and State of Florida listings. 3. Test proposal, dated 06-14 -00, 09 -20-01 and 11- 06 -07, approved by BCCO. t&!L!, � . L�4 vc Ishaq 1. Chanda, P.F.. Product Control Examiner NOA No 11- 1209.02 Expiration Date: January 03, 2017 E-2 Approval Date: January 26, 2012 SBRISS 1800 ALUM, FRENCH DOOR TIC SED rrr_a APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEIRES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 4 FOR DESIGN LOAD CAPACITIES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REWIWWO OF THE CURtI:AfT FLORIDA MUM CODE INCUJ= HIGH VELOCITY HURRICANE ZONE (HVHZ� WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHOR SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRS OR SIUO D, ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED W DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LINKED TO SfM/MEW. SCREn THAT COME KID CONTACT WITH OTHER DISSIMILAR MATERIAS SiALI. MEET THE RMUMOM OF CURRENT FLORIDA Imo. CODE SECTION 2003.8,4. 9 ll(e149t., L�tvATroN (X) BINGLB Li{!AT+ DOOR 71 3/4° MAX. 8 3/4" MAX. 1Y HFAO /9LL 3" CORNERS 3° �,U e h i tl) i a10 gg 3a 34" MAX. LFiV: WIDTH TYPICAL ELEVATION (XX) DUAL LEAF DOOR .ik GLASS D.O. DIMS. A'�oPID.L.O. tl- \zA4.OZ D.L.O. HEIGHT (DOOR & SI t� DELti'E} ffi FRAME HEIGHT - 13" D.L.O. WDTH (X DOORS & 0 PANEtS) m FRAtdE WIDTH - 13.825" t A ly D.L.O. WIDTH (XX DOORS) _ (FRAME Wl;r - 24 /2 " r SHUTTERS ARE NOT REQUIRED. LARGE AND SMALL MISSILE IMPACT. wing no. W01 -64 shoat 1 of15 I E 00 / A Tit"E INACTIVF �,U e h i tl) i a10 gg 3a 34" MAX. LFiV: WIDTH TYPICAL ELEVATION (XX) DUAL LEAF DOOR .ik GLASS D.O. DIMS. A'�oPID.L.O. tl- \zA4.OZ D.L.O. HEIGHT (DOOR & SI t� DELti'E} ffi FRAME HEIGHT - 13" D.L.O. WDTH (X DOORS & 0 PANEtS) m FRAtdE WIDTH - 13.825" t A ly D.L.O. WIDTH (XX DOORS) _ (FRAME Wl;r - 24 /2 " r SHUTTERS ARE NOT REQUIRED. LARGE AND SMALL MISSILE IMPACT. wing no. W01 -64 shoat 1 of15 85 3/4' MAX. FRAME HEMW a Sr MAX D.L. OPQ _ i\ Y9 e5 IT �o =c ii ti �' ii iI if n x - .a Q it / N � n ii i; n r MAX 17* MAX � JAM6 JAMBS 4m CORNERS _. 83 3/4' MAX. lit FRAME HEW 82 3 /4'.MAX D.L OPT.. 0 r, e l y O air lO \ m It If ' JAMB 1 AMA fn u 4 1 N " CORNERS g a IS= 18M MW RWO DOOR w/ SmElW (LM-L)1nfALFAROOQ CORPORA-MON a O TRUUTE & DWR ; uC �vcatN�ess<t>ROwA;rn LO�neavr $i so td.W. 74TH AVE. MIAW, RCORWA 33174 C L 33166 TELCW2849M VAX(3QS)2826978 867 -2848 FAX (308) 863 -1309 co t- w U / ❑ ll \ ANN. GLASS _490 PY8 INTERUtYER SAFI.EX DIG 8Y 'SOLUM' .�2° ALUM PANEL. `ri /8° ANN. GUMS g /8° THK. PLYW000 y SD.IWNE_ � x.092° ALUM PANEL k s MC-AL EI CATION ( X ) FOR DESIGN LOAD CAPAM SEE SHEET 4 ENGLE LEAF DOOR EM SBRIES 2600 MNGLE 11-UN . tail® 1Ngggy Nm- SINGE HUNG VBNDOW IS INTEGRAL PART OF THIS DOOR. �'tLAOPEE¢ =2 .r P dJ$ COM O T a, mr t no. W01 -64 t WIM I - f 010 x 1° PH S S DQ� GLAZING DETAIM AT 8° FRDM ENDS DOOR AND 18' O.C. MAY. k s MC-AL EI CATION ( X ) FOR DESIGN LOAD CAPAM SEE SHEET 4 ENGLE LEAF DOOR EM SBRIES 2600 MNGLE 11-UN . tail® 1Ngggy Nm- SINGE HUNG VBNDOW IS INTEGRAL PART OF THIS DOOR. �'tLAOPEE¢ =2 .r P dJ$ COM O T a, mr t no. W01 -64 Sw= Leap M 656s WrMTm BmeuM DEMON LOAD CAPACITY - PSF DOOR FROM YiM (mmEB) DOOR FRAME MOM ONcHEs) au TYPRS W, '8' OR 'D' EXf.(+) I w.( -) 31 1/2 79 3/4 88.0 88.0 37 1/2 65.0 66.0 39 1 2 (- 83 3/4 � -- 85.0 8810- 71 3/4 86.0 88.0 31 1/2 88 3/4 68.0 GSA 37 1/2 68.0 88.0 Douro Ise (XK) DOORS WITHOUT smmx m DESIGN LOAD CAPACITY - PSF DOOR FRAME WWH (INCHES) DOOR FRAME NOW OWE* MASS TYPES A. 'B' OR '0' Exr.(+) INT.( -) 80 3/4 60.0 88.0 71 3/4 8 &0 60.0 60 83 3/4 88.0 88.0 ' 71 3/4 86.0 88.0 05.0 98 3/4 88'0 88.0 71 3/4 65.0 BS.O DOOR \ (x) !" OOOR FRAME WIDTH SINGLE LEAF (x) DOOM WITH S.H. woo DESIGN LOAD CAPACPI7 - PSF DOOR FRAME WIDTH (INCHES) DOM FRAME MOW INCHES) $/8° PLYWOOD •00e AIM PANEL omw BAR'.( -) 31 1/2 833/4 05.0 85,0 39 1/2 85.0 68.0 18 1s 1s 18 18 88.0 88.0 65.0 85.0 ol 054 80.0 8 &O 05.0 68.0 78 3/4 37 1/2 (x) 71 3/4 (XX) 30 36 42 48 18 18 18 18 60.0 65.0 60.0 85.0 $5.0 SINGLE LEAF (x) DOOM WITH S.H. woo DESIGN LOAD CAPACPI7 - PSF DOOR FRAME WIDTH (INCHES) DOM FRAME MOW INCHES) $/8° PLYWOOD •00e AIM PANEL omw BAR'.( -) 31 1/2 833/4 05.0 85,0 39 1/2 85.0 68.0 (xx) STATIONARY PANSI,(0) OR DOORS WITH SIDffidTES DEMON LOAD CAPACIW - PSI? DOOR FRAME KWIT ONOHES) DOOR FRAME WIDTH (INCHES) PANEL SIDEUTE WM (IEICHES) ORECT SET SWELN WIDTH (INCHES) cum TIM W. 'S' OR 'D' W. (+) W. ( -) 31 1/2 (X) Go 30 36 42 48 84 18 1s 1s 18 18 88.0 88.0 65.0 85.0 88.0 054 80.0 8 &O 05.0 68.0 78 3/4 37 1/2 (x) 71 3/4 (XX) 30 36 42 48 18 18 18 18 60.0 65.0 60.0 85.0 $5.0 B &O 60.0 ask 83 3/4 31 1/2 00 eo (ioq 30 36 as 48 18 16 is 18 88.0 60.0 68.0 8 5.0 a &o 65.o 80.0 6&0 37 1/2 (X) 71 3/4 30 38 as is 1s 1s 6 &0 68.0 8&O 68.0 8 &0 �A 98 3/4 31 1/2 (x) ) 30 36 42 is i8 is 68.0 6 &0 88.0 68A 88A 0&0 37 1/2 (1) 71 3/4 (XX) 30 30 is 18 80.0 88.0 G.0 88.0 DOOR SIZE MUST COMPLY EGRESS REQUIREMENTS PER FBC. NOTE. GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -218 xo SlDELRE ox WIDTIi DOOR FRAMES lMDM 1 1_ I swam MOM (0) SLOW DOOR FRAME SIDEIITE ( oxo ) SIDELDE WIDTH IXxJR FRAME 'MDTH G Lbl, xo SlDELRE ox WIDTIi DOOR FRAMES lMDM 1 1_ I swam MOM (0) SLOW DOOR FRAME SIDEIITE ( oxo ) SIDELDE WIDTH IXxJR FRAME 'MDTH �p11 ( OXXO ) �V Q CQr p n a� Ian Bm co crowing no. W01 -64 TYPES A. S & D 0 HEAT SrREN D GLASS 018' URETHANE ADHESIVE .070' INMMUYER 'SAF- -010.4' POI.YCARSONAIE BY '8E<XNIMY IMPACT - GLASS' .D1S° UREWANE ADHESIVE 118° HEAT sntM'D GLASS Silicom GE 2800 HMGES: EXTRUDED 1/8" THK AND 7 -1/2" LONG TWO -PART ALUMINUM BUTT HINGE (PART No. YH -850), THREE PER LEAF, 11 -1/2" FROM LEAF TOP AND BOTTOM TO HINGE'S CENTER LINE AND ONE AT MIDSPAN. LOCK OPTIONS: mm B1 STANDARD LOCK SET AND CIDER DEAD BOLT LATCH (FOR PRE - FABRICATED LOCK STILE PART No. YE -802, WITH 2 -1/8' BORE AND 2 -3/8° BACKSET TO FIT STANDARD LOCK SEQ, KEY OPERATED ON THE EXTERIOR AND THUMB TURN ON THE INTERIOR AT EACH ACTIVE LEAF . MANUFACTURER'S MANUALLY OPERATED CONCEALED ZINC DIE -CAST FLUSH BOLT ASSEMBLY WITH STEEL EXTENSION ROD, ALUMINUM FLUSH BOLT GUIDE, STAINLESS STEEL FLUSH BOLT ADJUSTMENT PLATE AND PROTECTIVE MOLDED PLASTIC BOX FOR FLUSHBOLT AT THRESHOLD, AT 10 -1/2° FROM TOP & BOTTOM OF ACTIVE & INACTIVE LEAFS. OPTION MANUFACTURER'S STEEL THREE POINT LOCK MECHANISM ALTERNATE TO STANDARD LOCK SET AT ACTIVE LEAF FOR PRE - FABRICATED LOCK STILE PART No. YE -637) WITH THROW BOLTS CONNECTED MORITSE LOCK SET, ENGAGING INTO FRAME HEAD AND SILL AND KEY OPERATED ON THE EXTERIOR AND THUMB TURN ON THE INTERIOR MANUFACTURER'S MANUALLY OPERATED CONCEALED ZINC DIE -CAST FLUSH BOLT ASSEMBLY WITH STEEL EXTENSION ROD, ALUMINUM FLUSH BOLT GUIDE, STAINLESS STEEL FLUSH BOLT ADJUSTMENT PLATE AND PROTECTIVE MOLDED PLASTIC BOX FOR FLUSHBOLT AT THRESHOLD, AT 10 -112' FROM TOP & BOTTOM OF INACTIVE LEAF. NOTE: TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. HEAT SRiEWD GLASS bA"Tw VE -m YE- 8m YE -824 HEAT STRENb BASS SIUCONE GE 2800 N�m X - PH Sias 1 T AT 8° FROM ENDS AND 1/ /J 1/2' O.C. / IMCAL GLASS TYPE 'A' GLASS TYPE 'H' GLASS TYPI3 'D' GLAZING OPTIONS GUMG AOAMR OPTIONS CIVL FuL CAA > 2. h jji�MR 4� urMng no. W01 -64 1/8' HEAT STREWD GLASS Deo IWB WTEMAYER sAF1 oc LOO BY %0LUrbY 1/8' HEAT SIREN D GLASS GE 2WO HEAT SrREN D GLASS 018' URETHANE ADHESIVE .070' INMMUYER 'SAF- -010.4' POI.YCARSONAIE BY '8E<XNIMY IMPACT - GLASS' .D1S° UREWANE ADHESIVE 118° HEAT sntM'D GLASS Silicom GE 2800 HMGES: EXTRUDED 1/8" THK AND 7 -1/2" LONG TWO -PART ALUMINUM BUTT HINGE (PART No. YH -850), THREE PER LEAF, 11 -1/2" FROM LEAF TOP AND BOTTOM TO HINGE'S CENTER LINE AND ONE AT MIDSPAN. LOCK OPTIONS: mm B1 STANDARD LOCK SET AND CIDER DEAD BOLT LATCH (FOR PRE - FABRICATED LOCK STILE PART No. YE -802, WITH 2 -1/8' BORE AND 2 -3/8° BACKSET TO FIT STANDARD LOCK SEQ, KEY OPERATED ON THE EXTERIOR AND THUMB TURN ON THE INTERIOR AT EACH ACTIVE LEAF . MANUFACTURER'S MANUALLY OPERATED CONCEALED ZINC DIE -CAST FLUSH BOLT ASSEMBLY WITH STEEL EXTENSION ROD, ALUMINUM FLUSH BOLT GUIDE, STAINLESS STEEL FLUSH BOLT ADJUSTMENT PLATE AND PROTECTIVE MOLDED PLASTIC BOX FOR FLUSHBOLT AT THRESHOLD, AT 10 -1/2° FROM TOP & BOTTOM OF ACTIVE & INACTIVE LEAFS. OPTION MANUFACTURER'S STEEL THREE POINT LOCK MECHANISM ALTERNATE TO STANDARD LOCK SET AT ACTIVE LEAF FOR PRE - FABRICATED LOCK STILE PART No. YE -637) WITH THROW BOLTS CONNECTED MORITSE LOCK SET, ENGAGING INTO FRAME HEAD AND SILL AND KEY OPERATED ON THE EXTERIOR AND THUMB TURN ON THE INTERIOR MANUFACTURER'S MANUALLY OPERATED CONCEALED ZINC DIE -CAST FLUSH BOLT ASSEMBLY WITH STEEL EXTENSION ROD, ALUMINUM FLUSH BOLT GUIDE, STAINLESS STEEL FLUSH BOLT ADJUSTMENT PLATE AND PROTECTIVE MOLDED PLASTIC BOX FOR FLUSHBOLT AT THRESHOLD, AT 10 -112' FROM TOP & BOTTOM OF INACTIVE LEAF. NOTE: TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. HEAT SRiEWD GLASS bA"Tw VE -m YE- 8m YE -824 HEAT STRENb BASS SIUCONE GE 2800 N�m X - PH Sias 1 T AT 8° FROM ENDS AND 1/ /J 1/2' O.C. / IMCAL GLASS TYPE 'A' GLASS TYPE 'H' GLASS TYPI3 'D' GLAZING OPTIONS GUMG AOAMR OPTIONS CIVL FuL CAA > 2. h jji�MR 4� urMng no. W01 -64 L DS AND vL 0 ALTERNATE 0 0 C � 05 a WOOD BUCKS AND METAL STRUCTURE NOT BY TRULITE r MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. rt TYPICAL ANCHORS: sm ELEv. FDR saAcwo 114° DL4L TAPCON BY 'ITW' OR �• 144" Wk ULTRAGON By� (Fn-179 OL FY-155 KM) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES t -1/2° MIN. PENETRATION INTO WOOD THRU Iffy BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4° MR EMBED INTO CONC. OR MASONRY §14 SMS OR SELF DRILLING BREWS (GRAM 2 ERs) INTO METAL STRUCTURES <'�$ STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) .y ALUMINUM : 1/8° THK. MIN. (6063 —TS MIN.) d r (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #12 SMS OR SELF-DRILLING SCREWS � Z INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8-) (NO SHIM SPACE) g TYPICAL EDGE DISTANr.F INTO CONCRETE AND MASONRY - 2 -1/2@ MIN. INTO WOOD STRUCTURE = 1° MIN. INTO METAL STRUCTURE = 3/4° MIN. CONCRETE AT HEAD. SILL OR JAMBS Pa - 3000 PSI MIN. C -80 HOLLOWIVILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. FRAME AND LEAF CORNERS. INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SILICONE. V, • o @ s gy �p dfCRIt1Q no. WOt —64 TYP 11-Mi 44 O F s a� M a) g drawing rw. W01 -64 a9—f 7 ni 1 R AT 010 END v .., 0 TYPICAL 0 OPTION ., \ + ry E A LOCK ON OPTION 44 O F s a� M a) g drawing rw. W01 -64 a9—f 7 ni 1 R PANEL SIDELITE INSTALLATION _ATION DETA� PANEL SIDELITE UNITS LOT. l no 769.02. �v m 0 goy amwing no. W01 -64 �x 11M tub FRHo w W/ MM li o o� No Ts sx� TRWM WNM & �R me B eamm 8930 N.W. 74tH AVE. a asm+o waam. wall 0 $ e nJU IV aaa 5= .AAS MMLEYY , FL 33166 x amen LKOW FOR 2+o aso TEL i300 887 -26" FAX C� 883 -tm AL- FAROOQ MRPORATIOM avovn & PROMW oEVEwPIMeut 1a3S &W. 87 AVE MW A FI MMA32174 FAX _......_� 4.000 290 1.s9a 1.492 { 2.117 •g8g •121 L_ ,37s Oro 76 082 1.240 1.494 .780 1.947 t DOOR FRAME HEAD .718 .972 �I.O80 i� -1.700 1a GLAZING CHANNEL JM PRESSURE PLATE 0 SNAP CAP .513 ,913 .973 1.217 973 •}�_ I 1.814 _� .050 -L ow 13 14 1487 EXT. GLAZING LEG INT. GLAZING LEG (9A ILES STEEL /a° SH. Ms. VWREAD CUTTING) 3) TOP /BOTTOM RAIL 4.138 470 1.834 1 4.282 n HINGE STILE J LOCK STILE 4.488 .070�p 1.834 p 4.682- ® LOCK STILE '(FIX2 3 FONT LOCK OP 0 0 0 O 21 HINGE ASSEMBLY 4.000 1-400 2.129 .836- 1.480 n SIDELITE FRAME MM g PART UQD. DESCRIPTION MATRRIAL MANF. /SUPPIdSR/RBMAM T YE -832 1 DOOR FRAME HEAD /JAMB 6083 -T8 - 2 YE -810 1 STD. THRESHOLD 6063 -T8 - 2A YE -1820 1 HI -RISE THRESHOLD 6083 -T8 - 2B YE -840 1 OPTIONAL THRESHOLD 8063 -T8 - 9 YH -809 AS REOD. SIDEUTE FRAME 5063 -TB 8 2/ LEAF DOOR LEAF TOP AND 80TTOM RAIL 5083 -TB - 7 1 DOOR LEAF JAMB - HINGE SIDE 8083 -T9 8 1 DOOR LEAF - LOCK SIDE 8083 -T8 SA MYE-M 1 DOOR LEAF - LOCK SIDE (3 POINT LOCK) 6083 -T8 - 9 2/ LEAF SNAP CAP F.OR DOOR LEAF & SIJ. 6063 -TS - 10 AS MOD. COVER PLATE 8083 -T8 - 12 4/ LEAF, GLAZING CHANNEL 8083 -T8 - 13 YE -835 AS REOD. EXTERIOR GLAZING LEG 6063 -T8 - 14 YE -833 AS REOD. INTERIM GLAZING LEG 8063 -TS - 19 YH -623 AS READ. GLAZING GASKET VINYL DUROMETpT 78 SNORE A 18 YH -4004 AS REOD. WOO. FIN WEATHPASTWPPING (:187 X .260) - ULTRAFAB 17 YH -622 AS REOD. BULB WEATHERSTRIPPING (.188 X .260) VINM. OUROMErER 78 SHORE A 19 GU 1 /ACME 3 POINT LOOK MECHANISM (OPTIONAL) S. STEEL. - 20 YH -810 AS REOD. FLUSH BOLT ASSY. SERIES 1202 ZINC DIECAST 21 YH -880 3/ LEAF BUTT HINGES, AT 11 -1/2" FROM ENDS & =SPAN ALUMINUM WITH SS PIN 22 YE -809 4/ LEAF PRESSURE PLATE -TIE � 8083 -TS 2 -1/2° LONG 23 YH -830 2/ LEAF 3/8" DIA. THREADER MOD STEEL - 24 YH -618 2/ LEAF 3/8" -18 HEX FLANGE NUT STEEL - 25 YH -841 AS REOD. INSTALLATION SCREW HOLE CAP PLASTIC - 26 YE -842 2/ LEAF FLUSH BOLT GUIDE, 1 -1/2" LONG 6063 -TB - 27 YH -898 2/ LEAF RUSH BOLT A0.NSTMENT PLATE S. STEM. - 28 YH -681 1 PR07ECTNE BOX NYLON - 29 YH -818 1 LOCK SE( ASSEMBLY •. LEVER OR KNOB TYPES 30 YH -617 1 D£ADBOLT ASSEMBLY .. - 31 YH -818 AS RE00. INSTALIATON SCREW COYER STRIP 6057 -TB - 32 YH -808 AS REOD. 801LITE FRAME MULLION 6003 -TB - LOBO I.�G -110 .110 I • .110 x.610 2.12 I sao ' 0 .900 •� __•..3312 9 .m8 800 �I - a.�� .076 4� .079 a.OW -�I STD. THRESHOLD��HI- RISETHRESHOLDI @OPTIONAL THRESHOLDRISETHRESHOLDI @OPTIONAL THRESHOLD A : . �17d992 y! �w n d SSS Q� �M ro n � Z S aroxfng no. WO1 -6h 810%VPHSMS e' D1A 57M EaoEO ROD PRESSURE PLATE FULL LENGTH _ 2-1 /2' LONG ■ WRINM DF ROD AT EACH END 1 Q n cis drawing no. W01 -64 SrAWLESS STEEL FLUSH ADAM= PLATE WRH +8-24 x 1 Y sm (2U TOP FLUSHBOLT ASSEMBLY BOTTOM FLUSHBOLT A Y_ %jZ 01592 . flr.� . i W Hi, 0 ;-: e j%Q g3 p t� a 41, a� n e ura mng no. W01 -64 4 1 4 WOMS-17-01 gal, four 3 ' u x s 0 TRUME WOM & DOOR SOLtJ110Ri5, US 8130 N.W. 74TH AVE. MEDLEY, FL 33166 TEL (308) 8W -2848 FAX (303) 883 -1309 AL- FAROOQ CORPORAnoN j(a EI WNMM &PROOUaroavmOPMMr 11 f 22313 SW. 87 AYE MWWA FLOR10A 33274 • O i M i r- -- Mill. �t�;� -- � 1 •'.,� 1111 _ ,,, III li Y II, a a� IaaQ ©v© I r Y.Yrr � }i v 17 • -0 2.220 _ to FRAME MEAD .062 m }� l I 1.437 �1 1.082 4A FIXED RAIL 3— .888 9.fi8/I 9,2 VENT TOP RAIL I� 1.125 1.070 .085 .612 7A VENT SIDE RAIL .830 �� 2.104 112 r.en C3Ai FRAME JAMB N"I'll, b. j: rm j PASO' 9 RBQD... DESCSIPTLON MAT== maw. /BOPPm/RkAf m IA YE -108 1 FRAME HEAD 6083 -78 2A YE -107 1 FRAME SOJ. 0003 -75 3A YE -102 2 FRAME JANE 606. -TB — 4A YE -152 1 FIXED PAL 8083-76 EA YE -151 , VENT Top RAO. 0083 —T8 — 6A VE -168 1 VENT BOTTOM FM GD83 -T5 - 7A YE -92 2 VENT JAMB 6063 -T5 - 8A YB-4 AS READ. GLAZWO BEAD ROLL FORMED 10A - 2/ VENT BLOCK IX VME BALANCE - - 11A YH -MM AS READ. BULB VOM - SINGLE ROW PVC O,IROMETER 78 SHORE A- 134 YN -506F AS REM. PDX- SCHLEOM .187 K .280 - FIN SEAT. (DOUM.E) 14A YM -504 2/ VENT VENT LATCHES NYLON /CE=N AT 11° FROM ENDS 14AA YR -518 2/ VENT CAM LOCKS ZAMAK IAT 11° FROM ENDS ,SA #10 X 3/4° 6 FRAME ASSEMBLY SCREWS CRS MATED, PH SMS 16A $8 x 1° a FDfED RAtl. �REws CRS CAD PLATED. PH SAS 17A #B X 1 -1/4° 4J VENT VENT A3SEMS.Y SCREWS CRS /yVD MATED. M, SMS ,BA YH -880 1 REOIFORCINO BAR (.628 x .312' STEEL 3/4' 14+EEP Nc AT EACH ENO SCREEN RETAO4 NG S1NO M RONO MND09 IIMW POB STOM31 (N) DOOR •Y 3 h oil OD q tv I� drawing no. W01 -64 th-d 14q of 1 A _ . I MIAMIDDADE MIAMI -DADE COUNTY 0 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMC RESOURCES (RER) 1 1805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NIA) www.mlamidade eovIeeonomv Florida Window Systems, Corp. 7191 NW 77 Terr. Medley, FL 33166 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: Series 11FWS -300" Aluminum horizontal Sliding Window - L.MX ,APPROVAL DOCUMENT: Drawing No. W07 -80, titled "Series FWS -300 Alum. Horiz. Sliding Wdw. (L.M I) ", sheets i through 7 of 7, dated 10/15/07, with revision A dated 03/05/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal 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 Resistant LABELING: Each unit shall bear . a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fled 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 provided to the user by the manufacturer or its distributors and shall be available for inspection atthe job site at the request of the Building Official, This NOA renews NOA# 12- 0315.08 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. � NOA No. 13-0402.01 Expiration Date: May 01, 2018 Approval Date: May I6, 2013 tj 1 15 Page 1 It,. r. 1 Florida Window Systems, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W07 -80, Sheets 1 through 7 of 7, titled "Series FWS -300 Alum. Horiz. Sliding Wdw. {L.M.I.) ", dated 10/15/07, with revision A dated 03/05/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. ( Submitted under previous NOA #12-03 13.08) B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with_mar%ed -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 074417, dated 12/13/07, signed and sealed by Candido F. Font, P.E. ( Submitted under NOA #07- -1025 09) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing„ Inc., Test Report No. HETI -05 -1944, dated 12/13/07, signed and sealed by Candido F. Font, P.E. (Subiniited under NOA #07- 1025.09) 3. 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, TAS 202 -94 along with marked up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HE TI-05-1439, dated 12/13/07, signed and sealed by Candido F. Font, P.E. (Submitted under. NOA #07- 1025.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 10/17/07, signed and sealed by Humayoun Farooq, P.E. (Submitted under NOA #07 .1025.09) 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E -1 Manuel Pe E. Product Control Zkongder NOA No. 13-0402.01 Expiration Date: May 01, 2018 Approval Date: May 16, 2013 16, , . • Florida Window Systems, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'T'TED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 12-1231.09 issued to Eastern Chemical Company (MA) for their "Saflex CP -- Saflex and Saflex UP-Composite Glass Interlayers with PET Core" dated 03/28/13, expiring on 12/11/18. 2. Notice of Acceptance No. 12-1231.10 issued to Eastern Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/28/13, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated February 01, 2013, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 12-0315.08, issued to Florida Window Systems, Corp., for their Series "FWS -300" Aluminum Horizontal Sliding Window — L.M.I., approved on 06107 /12 and expiring on 05/01/13. Manuel Perez, Product Control Exa NOA No. 13-0402.01 Expiration Date: May 01, 2018 Approval Date: May I6, 2013 E -2 v c co -- R ti 13 1j2- MAX. HERO Ia. 4 rAyicoas with the F►odit >— Acme FALSE Mtmils Alleml s act, < I(dAYBf�US�ED�Dr FROAUCTRBVt w IngwNtth@t> y{5z . ABu�OdP(�Oot�� k1357e r .. rp ton Date t 1.4 Il E *19;—" /1� I5' ii U WAY\* fA �'b 12 tl ansaL T cT 33 1 /,. 2° t S3 71 37 1/8° SERIES FWS -300 ALUMINUM HORIZONTAL SLIDING WIND0 {Y DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.S./H.S. OR HORIZONTAL SLIDING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOW BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALT. BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING TH{S APP LOAOMO CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF MALL A LOAD DURATION INCREASE IS USED IN OEM OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME MRO CONTACT WITH OTHER olssvMUJat MATERIALS SHl4.L MEET THE REQIUREMENTB OF THE FLORIDA BLOB. CODE SECTION 2M3. &4. • 1111 1/4" —.. WINDOW WOW 113 1/2- MAX. HEMAILL 9" tlAX. 33 112- 33 1/2" 33 1/2- �l D.L.OPG. D.L OPG. — ._..gym 37 1/8" 37 1/e" l THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. i SHUTTERS ARE NOT REQUIRED. i �Ra W a C . a g M r h ItODUCTRL+NEWiiO 4 rAyicoas with the F►odit Acme 18 Alleml s act, < FROAUCTRBVt w IngwNtth@t> y{5z . ABu�OdP(�Oot�� k1357e r .. rp ton Date t 1.4 Il *19;—" 00. I5' ii U WAY\* fA �'b 12 tl ansaL T cT 33 112- 33 1/2" 33 1/2- �l D.L.OPG. D.L OPG. — ._..gym 37 1/8" 37 1/e" l THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. i SHUTTERS ARE NOT REQUIRED. i �Ra W a C . a g M r h ItODUCTRL+NEWiiO 4 rAyicoas with the F►odit Acme 18 Alleml s act, < FROAUCTRBVt w IngwNtth@t> y{5z . ABu�OdP(�Oot�� k1357e r .. rp ton Date t I *19;—" 00. W07 --80 WAY\* fA �'b 12 ansaL T cT DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) WINDOW DIMS. A MASS TYPE 'A' WITHOUT REINFORWIO OL"S TYPE D' Wail RERIFORCINO 7L /0 BRBAR CLiPB 8718.0E 71/0 SIM 0tme 8Atm19 cm vim HE1t0iT HXT. {7) 1NT,( -) 1 W.(+) I B4T -(-) W.(+) W4-) W401 IW4-) 20 -1/2° 37 -- 53 -IIW 74" ! 28" (2) 4 88.7 78.0 88.7 70.0 80.0 100.0 00.0 700.0 4 08.7 78.0 88,7 784 80.0 100.0 80.0 700.0 8 W- 7" 88.7 7810 80.0 100.0 80.0 708.0 8 88.7 7&0 88.7 70.0 80.0 100.0 8010 1000 28 -1/2° 37" 53 -7 /8" 74" _ 38 -3/8" (3) 4 88,7 78.0 88.7 70.0 80.0 100.0 6010 100.0 4 88.7 764 88.7 7810 BOA 700.0 BOA 100.0 6 86.7 760 0&7 78A BOA. 100.0 0&0 100.0 0 ' 88.7 76.0 88.7 78.0 80.0 82.1 80.0 100.0 JT° - 83 -1/$° 74" 80 -8/8' f4} 4 80 7 78 0 88.7 78.0 00 0 100.0 8910 100.0 4 8&7 78.0 - 8&7 784 !WA 82.8 BOA 1004 8 84.8 84.8 - B &7 78.0 94.8 8410 8010 700.0 6 - 84.9 84.9 86:7 7&0 , 54.0 SA9 80.0 100.0 28 -1/2" 37" 03" 74" 83° (6) 4 8 &7 75.0 88.7 780 00.0 828 00.0 100.0 4 82.3 823 88.7 78.0 62.3 82.3 804 100.0 8 47.2 47.2 6&7 75.0 47.2 47.2 8010 100.0 9 38.2 3&2 68.7 70.1 38.2 362 solo 02,8 24" 39" 46° 00" 72" 24° {2) 4 06.7 78.0 88.7 78.0 $0.0 100.0 80.0 100.0 4 88.7 78.0 0&7 78.0 8010 100.0 80.0 100.0 4 66.7 760 86.7 760 80.0 tOOA 00.0 1060 0 66.7 75.0 68.7 7&0 804 1960 8010 100.0 6 0&7 70.0 8&7 75.0 89.0 1060 8010 100.0 24" 38" 48° Bo" 72" 39" f3) 4 60.7 75.0 00,7 78.0 8010 10010 40.0 100.0 4 68.7 76.0 80.7 7610 00.0 100.0 00.0 100.0 4 88.7 75.0 68.7 75.0 80.0 100.0 80.0 100.0 8 8&7 7 &0 69.7 7 5.0 00.0 100.0 00.0 ICU 8 8 9.7 730 86.7 78,0 BOA 8810 80.0 /060 24" 38" 46° 60" 72' �° (4) 4 8 &7 7&0 00.7 7 &0 00.0 100.0 BOA 100.0 4 B &7 75.0 8 &7 7 &0 00.0 90.8 a0,0 100,0 4 6&7 74.4 9&7 75.0 74.4 74.4 •80,0 100.0 8 88.8 88.6 66.7 70.0 B &8 88,8 0010 700.0 8 61.0 81.0 90.7 7610 6110 81.0 804 100.0 24" 39" 48" 80" 72' 00° (8) 4 80.7 78.0 66.7 7810 80.0 9 &6 80.0 100.0 4 88.7 87.7 68.7 7&0 07.7 87.7 86.0 1t7D.0 4 54.2 84.2 00.7 73.0 64.2 84.2 80.0 IO0.0 8 48.8 48.6 $$ 78.0 4&5 48.8 8010 10 &0 6 41.8 41,0 68.7 78.0 41.8 418 80.0 100.0 DIONIC 790 , on Comm 708 1/W NEAT STW CD GLASS 1/8" NEAT STREN'O CLASS 1090" WERLAYER c9AFLEX PVD 8Y 'SOLUTIA' 1178° WERLAYER VAN CEVA STORM COMPOSITE BY 'SOLUTIA ri /e' NEAT STREWO CLASS r1/8" HEAT STREWD CLASS SDIOLW IC OCRNINO 79b 1\ � (SD�IUl �CARN7NG 705 CLAN TYPE 'A' G).ASS TYPE 'D' GLAZING OPTIONS I t ALL EXTERIOR( +) LOADS SHOWN bN THIS SHEET ARE FOR WINDOWS WITH APPLIED RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT WMRIOR( +) LOADS TO 66.7 PSF SEE DETAIL ON SHEET 4, NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASfM E7300 -04 3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA08 -DEC -219 CAI 401- .< 4; RODULTRR7VEmy y) !7um4cQ � NktoeHlophbb Acce�Ptegce .. / 0 8 h to Vla z a n LL �� p 2i sllill`liu arow70g no. W07 -80 � `U O $� A N �� a q° ffi A - NO. OF ANCHORS PER WAD & �I. () = NO. OF ANCHORS PER JAMB � � � � db z A = N0. OF ANCHORS PER HEAD &SILL d � {) a NO. OF ANCHORS PER MM (1/471) (1/2) (1 /4W) 4 Cpo O� koDUCt' RENEtau OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH mv6m9hanjwhhthaFtoeiai8 9o1aInoCode 4aePUante .O! E° re8°n Ita !� D OPERATING VENTS TO BE 1/S OF THE WBaD01@ WIDTH ALL EXTERIOR( +) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH APPLIED RISER AT FRAME SILL v PikODUCTRBVMM q FOR STD. SILL (NO RISER) LIMIT EXTERIOR(+) LOADS TO 66.7 PSF �' as 4wnplpin$�1trnFtatttTa ° SEE DETAIL ON SHEET 4. '• imid4coda i Ac+xNSaoeNo yy NOTE `�.,. ' 8 8 GLASS CAPACITIES ON THIS SHEET ARE Pa9�st droletng tro. BASED ON A5fM E1300 -04 3 SEC. GUSTS) t AND FLORIDA BUILDING COMMISSION Y(�" : W07 -80 DECLARATORY STATEMENT DCAOS -DEC -219 chest oT 7 H58[GN LOAD CAPACITY - PSF (XOX SI25Sj GLASS TYPE 'A' GbM99 TYPE 'H' i4ITROIJT RRINFORCING {4i7ii IOD1aFORCTNG 8'INDOW DItd6. A %/0 8%8A8 C1tP8 Bil:B 811�iR CG1P6 %/0 8N86R CLIPS 1ttT8 868bD CL1fi8 SUM 1mDnl tlEiaBif ptTd +) �d -) IXrd +) arrd -) ExL(4) Bar.{ -) IxTd+ �d -> 74° 14. 7 78.0 08.7 76.0 804 100.0 8QA IAA 108••1/4' 24- 7 78.0 88.7 78.0 80.0 f�0 80A f�A tii° .7 7810 88.7 78A 80.0 100.0 8010 100.0 747 .7 78.0 86.7 784 80.0 100A 80.0 i00A 3s• -3 /a' -4- 108••1/4' {� .7 78.0 88.7 78.0 77.8 77.8 80,0 100.0 the T Tao 05.7 r6A aoA ata 80.0 foao 74' � -8�, .7 87.8 88.7 78A 87.8 87A 80.0 100.0 100 -1 /4° {4) .8 88.8 88.7 78.0 88.6 95.8 80.0 t00A 11!° .9 84.9 88.7 78.0 $4.9 84.8 80.0 1�.0 or 74" A 48.8 88.7 78.0 d8A 48.8 80.0 100.0 108 -1/4 °' 83• .1 39.1 80.7 71.9 39.1 39.1 �.0 88.1 111" (6) .2 38.2 �.7 70.1 382 38.2 &I.D 92.6 7i .7 78.0 80.7 70.0 80.0 100.0 SOA 100.0 ea• 2a° a 79.0 �.7 Tao BoA l�.o so.o taoo 88° (2} .7 7a0 88.7 78.6 80.0 100.0 80.0 t00A !OB " a 78.0 88.7 78.0 80A 100.0 80.0 1�A 72° .7 780 88.7 78A 80A 100.0 80.0 1ffi.0 84° .7 7a0 68.7 7a0 80.0 100.0 70.0 100.0 gg° (3) .7 78.0 08.7 78A 80.0 92,0 80.0 100.0 108° 9 06.7 78A 80.7 78A BOA 80.0 80.0 t00A 72° 7 88.7 74.4 80.7 78A 74.4 70.4 80.0 100.0 84° 48° 8 86.7 88.0 88.7 75.0 88.0 88.0 80.0 t06A 98° {4} g 83.7 83,7 86.7 78.0 83.7 83.7 80.0 100.0 tOB` 9 6/A 81.0 86.7 76.0 81A 81A 80.0 100.0 72° - 7 84.2 84.2 88.7 - 78A 84.2 84.2 80.0 190.0 84" 80' 9 48.7 0.8.7 �.? 76.0 46.7 46.7 80.0 It81.0 98° (8) 9 _ AA.7 0.4.7 _88.7 78.0 44.7 44.7 80.0 146.0 108" 9 41.8 49.8 86.7 7 H]iBifiN LOAD CAPACITY - PSF (XOX 81253) 1tiNDOW DltdB. A GLASS TYPE 'A' 171TNOtM' RSIVFORCUTG Gta1>�f TYPE 'S' WITH IIi{NFORCRVO %/0 966A8 CLIPB 14D9t $8&8 CUPS %/0 CldPA %17x1 86898 pd 171DTH HflQHT t]IT.(+ a4►d -j' Exr.(+ TNT < -) �:{ +) Ba1'd -) axT.( +) card -) ra• ice• -1 /4° 1tt° (� A 8a7 78.0 80.7 78.0 �.0 I/�.0 BOA 100.6 4 88.7 78.8 80.7 78A 100,0 80A 100.0 8 88.7 78A 8$.7 78.0 _80A p0 t00A 80.0 t00A 74' 108 -t /4° 111' 38-3/6. 4 88.7 78A 88.7 78.0 80A 87.8 80.0 100.0 4 88,7 78.0 88.7 TBA �A 82.9 80.0 100.0 8 88.7 75.0 -86.7 78.0 80.0 88.8 80.0 f 00.0 74° � t ; e° 4 68A 88.0 8a7 78A SBA 86.0 89.0 100.0 74" (� i 47.4 47A 80.T 78A 4T.A 4T.4 80,0 t00A 72° 84° 98° foB° 24° (2) 7 88.7 75.0 88.7 T8A 80.0 iQOA 80.0 100.0 9 88.7 7 &0 00.7 78A 80.0 1�.0 80.0 IOp.O 9 88.7 78.0 08.7 T8.0 8Q.0 f �.0 80A 100.0 . e eaT Teo $ea 7aA eo.D 1QO.Q eo.9 loon 7a• 84° 86° t118" 3$" {� 7 00.7 rao s$a Tao soo 98.7 �.o foao 9 86.7 7a0 86.7 78.0 �.0 92.8 �.0 IAA 9 80.7 7a0 88.7 78A 80.0 80A 80A 100A 8 80.7 78.0 08.7 78A 8A0 88A 80.0 f00A 72' 8a" 98° tA} T e0.7 72.9 88.7 78.0 72.9 72.9 80.0 t00.0 9 86.7 08.4. 88.7 78.0 08.4 88.A B0.0 CODA 9 88.7 7BA 81.8 87.8 80.0 100.0 81.? 91.7 88.7 7a0 81.7 81.7 8Q.0 100.0 8.0 41.8 41.8 80,0 100.4 H]iBifiN LOAD CAPACITY - PSF (XOX 81253) 1tiNDOW DltdB. A GLASS TYPE 'A' 171TNOtM' RSIVFORCUTG Gta1>�f TYPE 'S' WITH IIi{NFORCRVO %/0 966A8 CLIPB 14D9t $8&8 CUPS %/0 CldPA %17x1 86898 pd 171DTH HflQHT t]IT.(+ a4►d -j' Exr.(+ TNT < -) �:{ +) Ba1'd -) axT.( +) card -) ra• ice• -1 /4° 1tt° (� A 8a7 78.0 80.7 78.0 �.0 I/�.0 BOA 100.6 4 88.7 78.8 80.7 78A 100,0 80A 100.0 8 88.7 78A 8$.7 78.0 _80A p0 t00A 80.0 t00A 74' 108 -t /4° 111' 38-3/6. 4 88.7 78A 88.7 78.0 80A 87.8 80.0 100.0 4 88,7 78.0 88.7 TBA �A 82.9 80.0 100.0 8 88.7 75.0 -86.7 78.0 80.0 88.8 80.0 f 00.0 74° � t ; e° 4 68A 88.0 8a7 78A SBA 86.0 89.0 100.0 74" (� i 47.4 47A 80.T 78A 4T.A 4T.4 80,0 t00A 72° 84° 98° foB° 24° (2) 7 88.7 75.0 88.7 T8A 80.0 iQOA 80.0 100.0 9 88.7 7 &0 00.7 78A 80.0 1�.0 80.0 IOp.O 9 88.7 78.0 08.7 T8.0 8Q.0 f �.0 80A 100.0 . e eaT Teo $ea 7aA eo.D 1QO.Q eo.9 loon 7a• 84° 86° t118" 3$" {� 7 00.7 rao s$a Tao soo 98.7 �.o foao 9 86.7 7a0 86.7 78.0 �.0 92.8 �.0 IAA 9 80.7 7a0 88.7 78A 80.0 80A 80A 100A 8 80.7 78.0 08.7 78A 8A0 88A 80.0 f00A 72' 8a" 98° tA} T e0.7 72.9 88.7 78.0 72.9 72.9 80.0 t00.0 9 86.7 08.4. 88.7 78.0 08.4 88.A B0.0 CODA 9 88.7 7BA 81.8 87.8 80.0 100.0 81.? 91.7 88.7 7a0 81.7 81.7 8Q.0 100.0 (1/317) (1 /3YQ (1 /3W) SEE FOR SEE TYPICAL ANCHORS sEe a v. FoR w wo IX TAPOONS BY 'ELO WOOD BUCKS AND METAL STRUCTURE NOT BY FLORIDA WOW. SYS INTO 2SY WOOD BUCKS OR WOOD STRUCTURES MUST SUSTAIN LOADS IMPOSED BY OWING SYSTEM 1 -3/6" MIN. PENETRATION INTO WOOD AND TRANSFER THEM TO THE BUILDING STRUCTURE. — TTlRtJ 18T SUCKS INTO CONC. OR MASONRY 1-1/4° MIN. EMBED INTO-CONC. OR MASONRY (a z 2 DIRECTLY INTO CONC OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY #12 Slats OR SELF MLLINQ SC2EW5 INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (6063 —T8 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) J12 CMS OR SELF DRILLING SMEWS INTO DADE COUNTY APPROVED MULLIONS (MIN, THK. - .080') (NO SMM SPACE) MINIMUM EDGE D( j/tNCE INTO CONCRETE AND MASONRY - 1 -5/8° MIN. INTO WOOD STRUCTURE - 1° MIN. t te° x 1°1 M _ INTO METAL STRUCTURE m 3/4° MIN, vnrH s�ucorre SLANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SEALANT t \ XSEPHOLESS of ro Nit - I- Xt 1/44" WEEPNOLES AT V FROM Rf L_$to x sl4°•FH WS Rw. S�1lSIt ONLY) RRWFORCED SITS. RHMW SEE SHEETS 2 do 3 FOR CAPACITY r� dr*WM9 no. W07 -80 0 m EXTERIOR .Wom WTH XQ LAYOUT ox oppos" SEE ELEV. FOR SPAC= o SIMS 010 x I" so AT 3 FROM D= ANO Ir O.C. MAX. I X 2 X I T/O A. US r ACCESS HOLE RRIMaRCED MTG' SgE SW9M 9 A A MP IAPAMIY 4=.Rmc;rllDrw 4-1 on" ,%Van No ago , nalum oa fly W 8 dr*wMg no. W07-80 -2.695 ITEM rata # QUUnM DBBCi MON MATmm MAIV. /sUPPL It /40MARKS p� �H012 I . FINS -022 i FRAM£ HEAD 6083 -T5 eY F.002 A 2 FWS -028 I FRAME SILT. 8063 -T8 - � 7.250 -1 1.250 3 FWS -018 1 FRALIE JAMB VENT 6083 -78 1.875 ,.031 4 m- , FRAME JAMS FOL 6063 -T'8 - 0 jyrxgj( 8 FWS -028 1/ VENT FIXED RAIL 8083 -TS - I - ___ 8 FM-024 1/ VENT � VENT MEETING Rag. 8083 -TB 7 FOPS -016 2/ VENT TOP ARID BOTTOM RAIL 5083 -T5 1.260 O VENT TOP /BOTTOM RAIL 8 FINS -023 1/ VENT JAMS STILE FRAME HEAD t•788 - 8 FWS -029 AS REGO, GLUM BEAD 0083 -TO Q � U1 10 FWS -018A 1 6° LOW SILL TRACK g4SERT -• 6083 -T5 AT FlXEO RAU ONLY {,1 11 - AS REM. $WAR CUP 2° LONG 0083 -76 AT ANCHOR LOCATIONS 1.186 - t.38.7 •002 12 FWS -018 2/ VENT VENT IArC" 0083 -78 AT 10-Ile FROM ENDS ta^i 1.813 i2A - 2/ VENT CAN TYPE SWEEP LOCK IAMAK AT 13 -7 FROM £NOS W .828 1.250 13 14 -8010 1 1/ LATCH VENT LATCH SPRING _ ST. STEEL 14 RK -2500 1 2/ VENT ROVER HOUSING & C= _ Pta 110 M&M P1ARTvs $ �j 17 FO -075 AS READ. BAFFLE _ _ PWLQN M &M PLASTICS C�4.ii1 d 1.250 .825 18 08 X 1 -1/4< AS RE00. FRAbfEJVENT ASSEMBLY SCREWS CRS PA. SMS it aaa F 3A37 1.768 19 #8 X 3- 2/ VENT FIX. RAIL SILL SCREWS (SU END ) QRS P.H. WS — ^- .082 O JAMB STILE 20 AS It.EQO. gAZMG QASK£T V44YL 21 E -205_ AS REM. GlAs VfSTi8PA o) FLEX PVC 1.788 -"-I w2321INa "AS R£00. w001.Pg,£ 17•SIRIPPIN0 .T.- ULTRAFAS OR EQUIV. .OB2 28 I/ VENT 5/16- BOX SCREEN - OPTIONAL IA78 W ® FRAME SILL 1.484 © MEETING RAIL 62 1.840 _.2.065 O 6! Q .tX14 1.,40 t0 SR.L TRACK 1.436 0 " 912 1.440 @e lRoDuCTitroin o S 1 ® FIXED MTO. RAIL SHEAR CLIP as romplyingw},b 160 87erl& 9 RapiIng Code ,.807 Accrinonee No .7SO •760 fixplreOn. Da,e /1Q B 12 VENT LATCH A82 .082 L -' a .448 2.7189 2.769 .d4VAOa1j1dA0 PRODUL°CRUVISDD .tl .050 '• p1n . aYem�lylt�wllbtkoPlotlBn RIA�9E `$,-__76892•, WZNo- .894 be 1.378 1.375 drawing no. W07 -80 Qe GLAZING BEAD FRAME JAMB (VENT) ® FRAME JAMB (FIX) ..... +.li .2-• 2012 shes 8of 7 e V 0—@ FWD MTO MIL CORM 6 P, Mlli M-1. MI'll, z 01 If 81 -, IRVI %=WI. RMEV" ration Date At mi WAD MWO-- JIRODUCr RMSBD "(na '"Pio os vAlb the Plorlila Iwo co 't AocsetenCooe2Noe paw W07-80 (sheet lot 7