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WS-15-525 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-229887 Permit Number: WS-3-15-525 Scheduled Inspection Date: September 14, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: CHANG, ROSAMARIA Work Classification: Window/Door Replacement Job Address: 172 NE 110 Street Miami Shores, FL 33161- Phone Number (305)299-4399 Parcel Number 1121360040460 Project: <NONE> Contractor: GENERAL IMPACT GLASS&WINDOWS CORP Phone: (305)558-8103 Building Department Comments INSTALLATION OF IMPACT GLASS WINDOWS AND Infractio Passed Comments DOORS. INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. September 11,2015 For Inspections please call: (305)762-4949 Page 2 of 34 5t10RFS MiamiShores Village ` y� Building Department NliN nuiM 10050 N.E.2nd Avenue Miami Shores, Florida 33138 � N ,�� Tel: (305)795.2204 LpR1pA Fax: (305) 756.8972 JULY 06, 2015 Permit No: WS-3-15-525 Building Critique Review REVISION: OWNER CANCELLED ELECTRICAL FROM OPENING#8 Provide plans with details and specifications for the opening retrofitting, including electrical. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, replace them with new revised sheets and place behind the most current page. ,s Miami Shores Village JUL 0 2 2015 Building Department 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 BY- Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 1� BUILDING Master Permit No. 5—�)25 PERMIT APPLICATION Sub Permit No. MUILDING ❑ ELECTRIC ❑ ROOFING Eo"REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL OPLIBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I'4 2 V-� E '-t-T Cid: Miami Shores County: Miami Dade Zip: Folio/Parcel#: h-ZA 3(o-QQ1A-()A(nr_) Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): _05ra Phone#: Address: \12 � 1l® 1 City: wkeaty\► State: Zip: 31 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: \ P Phone#: � Address: ZAD u� �12_UA rr City: kat_e1a1N State: Zip: 35M k Qualifier Name: SDQ..Ae- CJuZ Phone#: State Certification or Registration#: CL(- l`J 13G 4�4 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: 0W AQ Q. Ga� (?-vW cn a Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address 9 City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature �. Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instr nttwwa�s�ackkn�owledged before me this day of f ,20/J by day of J`'`�"—----,20 I 7Z0 A_�i fi•,who is personally known to ��of d• who is perso Ily k# of me or who has produced as me or who has produ d a N%S identification and who did take an oath. identification an 4vho id t e an oath. 2 W � m W Oa N d NOTARY PUBLIC: NOTARY PUBL _ c `L T O O U U Sign: " Sign: Ea Print: t'C��► vf.v Print: ,,� .bOd'•: _a OZ Seal: ;o,PwY JEANNINE SA:ofFlorida Seal: Notary Public-Stat '"'��0' My Comm.Expires J016Fr oCommission FSE�k aux APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Ng 77 s�!O1 r, Miami Shores Village r PBI /t +7e . �t1C�01Ai ��'hl[tt�3rir 10050 N.E.2nd Avenue NE ' e+ "Cl 155�ffc? ��C1E �e ' c; "• a `" Miami Shores,FL 33138-0000 ". ° Phone: (305)795-22046,' yj��yy�yr��y■1y� i1Y 11 Expiration: ®9/13/2015 Issue�.31171201' p- Project Address Parcel Number Applicant 172 NE 110 Street 1121360040460 Miami Shores, FL 33161- Block: Lot: ROSAMARIA CHANG Owner Information Address Phone Cell ROSAMARIA CHANG 172 NE 110 Street (305)299-4399 MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone $ 11,600.00 Valuation: GENERAL IMPACT GLASS&WINDOW (305)558-8103 Total Sq Feet: 261 Type of Work:INSTALLATION OF IMPACT GLASS WINDOW Available Inspections: No of Openings:13 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $7.20 Invoice# WS-3-15-54747 DBPR Fee $3.45 DCA Fee $3.45 03/17/2015 Check#:20352 $215.10 $50.00 Education Surcharge $2.40 03/11/2015 Check#:20294 $50.00 $0.00 Permit Fee $230.00 Scanning Fee $9.00 Technology Fee $9.60 Total: $265.10 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. 1 understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS 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 a zoning. thermore,I authorize the above-named contractor to do the work stated. March 17, 2015 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy March 17,2015 1 gg r. Miami Shores Village CED Building Department MAR I 2 5 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 �O BUILDING Master Permit No. ws 15` D,5 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F-IPLUMBING ❑ MECHANICAL PUBLIC WORKS [:] CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 2 N t l® ST City: Miami Shores County: Miami Dade Zip: 331 to k Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): Phone#: 31�)5-2-CkCl -'AY-ACi Address:' City: State: Zip: -3-31(o k Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: VV, qc_T Phone#: �!ADS-S%6 VD-A Address: �ZRrj V) . City: \V\AVQW" State: Zip: Qualifier Name: aQ'LaF, V Phone#: State Certification or Registration M Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ ��4�� Square/Linear Footage of Work: C\ (.01 Type of Work: ❑ Addition ❑ Alteration ❑ New [] Repair/Replace. ❑A �Demolition Description of Work: a0S9AL p- Qfl 6(1 !YNNG3AC L-ass 1,Dk S ajllLldj4v g V Specify color of color 11tt hru tile: Submittal Fee$'50 `w Permit Fee$ ;�L?o • CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ - (Revised02/24/2014) wY o Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." i Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. the absence of such posted notice, the inspection will not biLaqFrqved and a reinspection fee will be charged. Signature Signature OWN or AGENT CONTRACTOR The foregoing instru�m/e�nt,was acknowledged before me this The foregoing instru ent was acknowledged before me this _:2�)_day ofyuc.✓�:J- 20 , by clavi �J by ''Sk rLC`-, V who is personally-kknown to �,/ ' -JEANNI r '*rson y known to me or who has produced{�l-� / I `_' No Public of Florida as me or v Ffo d' 2016 as a 9,9 ry p�Lho d�Yc�T985lo oa .206085 identification and who did take an oath. identifi tit�g NOTARY PUBLIC: NOTAR PUBLIC: rI � oe JEANNINE SALINAS Sign: lefide Sign: Print: °eTi�\y Comm. ire Jun 7,2016 Print: Seal: Seal: APPROVED BY 3/' r Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) A CERTIFICATE OF LIABILITY INSURANCE DATE(MMQDIYI'YY) `� 03/09/2o3s THIS CERTIFICATE 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 INSURANCIE- 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 poitoy(les) 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 certiHcato does not confer rights to the certificate holder In lieu of such endorsemen s, PRODUCERwilUs otr Flesida, Inc, NAME: c/o 26 Century Blvd PRONEFAX —"- - P.C. BOX 305191 1 -877-945-7,jZe _(AIC N6:i-8118-967-2378 Nanhvilie, TR 37230519, YSA ErMAIL93E.9.9:cesCr.83ca1:es®evillia.aom •_ ,- INSURER(§,)AFPORdIN_G COVERAGE NAIC R INSURER A:TeahnolCNyjpnurance C Zrf6, 92376 INSURED"neral Towed Glass s wimlQws Cony 6 General Stnpaat Giaas s _INSURER B: RU=10ana shutter Parts Tac 290 Weat 78tH Road INSURER 0: y Rialeah, FL 33016 INSURER 0, iNBURER E: IN.4URER F: w COVERAGES CERTIFICATE NUMBER:waal33.3 REVISION NUMBER.- 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.LIMIT$SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE OF INSURANCE ADDL POLICY EFF POLICY EXP POLICY NUMBER UMITS COMMERCIAL GENERAL LIABWTY I EACH OCGURRENGE $ CLAIMS-MADE F7 OCCUR PREMI$E$1 emr n $,. MED EXP Ond en $ PERSONAL&ADV INJURY S GENT,AGGREGATE LIMIT APPLIES PCR: GENERAL AGGREGATE $ POLICY L•j jE LOC f+ROOUCTS•COMP/OP AGG 3 OTHER: AUTOM0EBtTV S EU ANY uINLL�LIMIT S LO (Ea aleft ALL OWNED BODILY INJURY(Per person) s AUTOS SCHEDUIX) AU`rCSED BODILY INJURY(Per ecddmm S HIRQOA(JTO$ NON-OWNAUTOS PROPERTY DAMAGE $ -- eoq—_ UMBRELLA LIAB I S OCCUR EXCESS uAe EACH OCCURRENCE 6 GLAIM;MADE AGGREGATE S RETENTIONS I a WORKERS COMPENSATION AND EMPLQYERS'LIABR.ITY X 5�TATLIT6 RH- A ANYPROPArMR/PARTNERJEXECUnV6 YIN EL,EACH 3,000,000 TT QFFICER6AEMBERIXCLUDED? NIA Tvrc3a57358 02/07/20;,g(Menetatery fn NHI 02/07J2015 02/07/4o Mde6crDe Under CL.DISEASE-EA EMPLOYE s 2,000,000 RIPTION OF OPERATIONS below E.L DISEASE•POLICY LIMIT 6 1,000,000 DESCRIPTION OF OPERATIONS f LOCATIONS!VEHICLE$(AOQRD 101,AdrAcnal Romarks Sanaduta,Tay b$Mfaehod If mam spade Is required) General CDntrpetor LIC# CrC1Sl,91,1QQ, CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ADOVE DESCRIBED POLICIES In CANCELLED BEFORE THE: 'EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH Thk POUOY PROVISIONS. City or eeuth Miami AUTHORIZED REPRaS"TATIVE Real $andel Drive !h Miwml, rr, 33143 9 1988-2614 ACORD 25(2074101) The ACORD name and logo are registered marks of ACORD RF)CORPORATION, All rights reserved. OR sn:a62e467 8AXC8zaatah �e 121569 DRAWN: JOSE ZUNIGA =SLC DATE: 03-03-2015 MA 1 Q15 Renewm er: 5 DATE: Q Egresss 39 72 39 �37�` N. T. S. O NA 12 r c� � BEDROOM NA e _ KITCHEN i3 Q v 7 MASTERY- BEDROOM Cl- CD cCn o cif - - SITE OFPROJECT ,••••, . . . 0000 0000.. BATHROOM0 LOCATION • • ... 0000 000000 DJECt KESS: •••••• LIVING ROOM ••••0000 � • Egress 0 0.0 0. .'�3Wa E� Sh r4:t..' •00 00 •••••rL 3316J..... BEDROOM :00:6: ., . 3 400 14 MASTER LEGEND .. . 741 744 _ BATHROOM 15 HR horizontal Roller Window GENERAL IMPACT GIASS&WMDDWS _ 372 0 OSD 0 Out SwingDoor GENERAL IMPACT DIPACT GLASS AND W1NDDYfS MASTER Not Part of the Project F- �-551` ENTRANCE _ WORTH F,LOOR PLANT (L.- U qPl IAfdGC WITH AI LFEDEI."il_ ;�)E3J1 CT 1 O GO. DRAWING NUMBER STATE Af1f�COUP.p Y IIT[=S Ar In 1;. C'.. 15-019 SHEET 1 m OF 2 ` WD DD WD WD DD WD DRANK: 55 37274437 39 72 3937 JOSE ZUNIGA E> T DAM 03-03-2015 Q 0 C7omM C rIN Lrto l) -L0 3A 0 a G REVIEWED BY: r-I d SIN X 0 R: X Co X 0 o 0 X X 0 �o ICN o X O I 371 552--->I` 744 MO 372-x` DATE: MO MO MO 39" 1512 SCAM N. T. S. MO MO EXTERIOR ELEVATION (XO) EXTERIOR ELEVATION (X) EXTERIOR ELEVATION (XO) EXTERIOR ELEVATION (XO) EXTERIOR ELEVATION (OXXO) EXTERIOR ELEVATION (XO) Type HR Type:OSD Type HR Type HR Type:OSD Type HR Matic 1,11 &14 Marie 2 Marr 3&4 Mare 7,13&15 Marie g Marie 12 LEGEND CD NOTE: 1 " wood buck to be independently anchored to z Q MO Masonry Opening, HR Horizontal Roller Window, ELEVATION DETAILS the structure w/ a min. of 11/" embedment @ 6" Q DD Door Dimension, OSD Out Swing Door, spacing from ends @ 12' o.c. elsewere. Of WD Window Dimension, n Height of the House 15' - 0" C/-) o LOAD TABLE FOR VNINDOW AND DOOR-ROSA M.CHANG 9999 Width Height Desing Press_ Approved Press Product Apr • ••..' ••••.. MKS Description QtY {tnctres} (Inches) Tnbut.Area(SgFt) N Cont. Mares_ Rating Glaze N.O A 000 . . s •' • . **4696 •• •• ..•... WINDOWS AND DOORS aRo�Ecr AODRE55: •••, 9999 • "��'NE 110th.91 1 Series"18000"A4�num Horizontal Sliding Window 1 55 51 114 19.57 5 X0 40.1 53.6 90.0 100.0 General Impact Large Missile Impact Resistant 7116"Laminated Glass Type A 14-1021@96.6•• .Miami St,� • • • •••••FL 331611 6966.• 2 Series"100"Aksnimnn Out swing Doors wtwo Sideites 1 37112 81 112 21.22 4 X 40.1 43.4 65.0 80.0 Doratum Corporation Large Missile Impact Resistant 7116"Laminated Glass Type G2 13-0219;': 3 Series 18000"Aluminum Horizontal Siding Window 1 74114 51 114 26.43 4 X O 40.1 43.4 90.0 100.0 General Impact Large Missile Impact Resistant 7116"Laminated Glass Type A 14-1021V. • • 4 Series"18000"Aluagnurn Horizontal Sliding Window 1 741/4 511/4 26.43 4 X O 40.1 43.4 90.0 100.0 General impact Large Missile impact Resistant 7/16"Laminated Glass Type A 14-1021.08 GENERAL WIFAcr GLASS&VV0 DOws 7 Series"18000"Annum Horizontal Siding Window 1 37 391!2 10.15 4 X o 40.1 43.4 90.0 100.0 General Impact Large Missile Impact Resistant 7/16"Larninated Glass Type A 14-1021.08 GENERAL IMPACT 8 Series"100"Aluminum Out swing Doors wlwo Sideites 1 39 801/2 21.80 4 O 40.1 43.4 65.0 80.0 Doralum Corporation Large Missile wrr�r-X AND IVAMWS M rp g Fmpact Resistant 7/16"Larr�ted Gess Type G2 13 0219.07 , ,,, F.305MUM 8 Series"100"Ahrminum Out swing Doors w/wo Sideites 1 72 80112 40.25 4 X X 40.1 43.4 65.0 80.0 Doratum Corporation Large Missile impact Resistant 7/16"Laminated Glass Type G2 13-0219.07 8 Series"100"Annum Out swing Doors w/wo Sideites 1 39 801!2 21.80 4 O 40.1 43.4 65.0 80.0 Doraturn Corporation Large Missile impact Resistant 7/16"Laminated Glass Type G2 13-0219.07 11 Series"18000"Aluminum Horizontal Siding Window 1 55 51 114 19.57 5 X O 40.1 53.6 90.0 100.0 General Impact Large Missile Impact Resistant 7116"Laminated Glass Type A 14-1021.08 12 Series"18000"Aluminum Horizontal Sliding Window 1 37 511/4 13.17 5 X O 40.1 53.6 90.0 100.0 General Impact Large Missile Impact Resistant 7116"Laminated Glass Type A 14-1021.08 13 Series"18000"Ah rnmLim Horizontal Sliding Window 1 37 39112 10.15 4 X O 40.1 43.4 90.0 100.0 General Impact Large Missile Impact Resistant 7116"Laminated Glass Type A 14-1021.08 14 Series"18000"Alurninum Horizontal SlidingWindow 1 55 511/4 19.57 5 X O 40.1 53.6 90.0 100.0 General Impact Large Missile Impact Resistant 7116"LamDRAWING NUMBERinated Glass Type A 14-1021.08 15-019 15 Series"18000"Annum Horizontal Sidi Window' 1 37 391!2 10.15 5 X O 40.1 53.6L9�1:10:0- 0 General SHEET 2 Impact Large Missile Impact Resistant 7116"Laminated Glass Type A 14 1021.08 OF 2 r � - ASCE 7-10 Design Wind Loads REGIONAL WIND LOAD CHART p EesvSeats For Wall Components &C laddie -SOUTH FLORIDAEDITION- �/ P g ASD Load Combination Coefficient: 0.6 Kzt= 1.0 l' edsv�,ea!s.com Wind Pressures[psf]for use with Allowable Stress Design Enclosed Bldg: GCpi=±0.18 Kd= 0.85 Broward,Palm Beach Broward,Palm Beach(Coast) Miami-Dade Miami-Dade(Coast) Florida Keys(Coast) Wind Speed: 170 mph Wind Speed: 170 mph ind Speed: 175 mp Wind Speed: 175 mph Wind Speed: 180 mph Exposure Category'C' Exposure Category'D' E esi Exposure Category'D' Exposure Category'D' Mean All Triburary Areas Mean All Triburary Areas Mean All Triburary Areas Mean All Triburary Areas Mean All Triburary Areas Roof Zone 4 Zone 5 Roof Zone 4 Zone 5 Roof one 5 Roof Zone 4 Zone 5 Roof Zone 4 Zone 5 Height Interior Corner Height Interior Corner Height Inte' Corner Height Interior Corner Height Interior Corner up to: + - + - up to: + - + - u + - + - up to: + - + - up to: + - + - 15 ft +37.8-41.0 +37.8-50.6 15 ft +45.9-49.8 +45.9-61.4 15 ft +40.1-43.4 +40.1-53.6 15 ft +48.6-52.7 +48.6-65.1 15 ft +51.4-55.8 +51.4-68.9 20 ft +40.2-43.6 +40.2-53.8 20 ft +48.2-52.3 +48.2-64.6 20 ft +42.6-46.2 +42.6-57.0 20 ft +51.1-55.4 +51.1-68.4 20 ft +54.1-58.6 +54.1-72.4 25 ft +42.1-45.7 +42.1-56.4 25 ft +50.1-54.4 +50.1-67.1 25 ft +44.6-48.4 +44.6-59.7 25 ft +53.1-57.6 +53.1-71.1 25 ft +56.2-61.0 +56.2-75.3 30 ft +43.7-47.4 +43.7-58.6 30 ft +51.7-56.1 +51.7-69.3 30 ft +46.3 -50.3 +46.3-62.1 30 ft +54.8-59.5 +54.8-73.4 30 ft +58.0-62.9 +58.0-77.7 35 ft +45.2-49.0 +45.2-60.5 35 ft +53.2-57.7 +53.2-71.2 35 ft +47.9-51.9 +47.9-64.1 35 ft +56.3-61.1 +56.3-75.4 35 ft +59.6-64.6 +59.6-79.8 40 ft +46.5 -50.4 +46.5 -62.2 40 ft +54.4-59.0 +54.4-72.8 40 ft +49.2-53.4 +49.2-65.9 40 ft +57.6-62.5 +57.6-77.2 40 ft +61.0-66.2 +61.0-81.7 45 ft +47.6-51.7 +47.6-63.8 45 ft +55.5-60.2 +55.5 -74.3 45 ft +50.5 -54.8 +50.5-67.6 45 ft +58.8-63.8 +58.8-78.8 45 ft +62.3 -67.5 +62.3-83.4 50 ft +48.7-52.8 +48.7-65.2 50 ft +56.6-61.3 +56.6-75.7 50 ft +51.6-56.0 +51.6-69.1 50 ft +59.9-65.0 +59.9-80.2 50 ft +63.4-68.8 +63.4-84.9 55 ft +49.7-53.9 +49.7-66.5 55 ft +57.5-62.4 +57.5 -77.0 55 ft +52.7-57.1 +52.7-70.5 55 ft +60.9-66.1 +60.9-81.6 55 ft +64.5 -69.9 +64.5-86.3 60 ft +50.6-54.9 +50.6-67.8 60 ft +58.4-63.3 +58.4-78.2 60 ft +53.6-58.2 +53.6-71.8 60 ft +61.9-67.1 +61.9-82.8 60 ft +65.4-71.0 +65.4-87.6 70 ft +47.8-47.8 +47.8-87.7 70 ft +54.9 1-54.9 +54.9-100.6 70 ft +50.7-50.7 +50.7-92.9 70 ft +58.2-58.2 +58.21-106.6 70 ft 1 +61.5 -61.5 +61.5 1'112.8 80 ft +49.2-49.2 +49.2-90.2 80 ft +56.2-56.2 +56.2-103.0 80 ft +52.1-52.1 +52.1-95.6 80 ft +59.5-59.5 +59.5 -109.1 80 ft +63.0-63.0 +63.0•115.4 90 ft +50.4-50.4 +50.4-92.5 90 ft +57.3-57.3 +57.3 -105.1 90 ft +53.5 -53.5 +53.5-98.0 90 ft +60.8-60.8 +60.8-111.4 90 ft +64.3 -64.3 +64.3-117.8 100 ft +51.6-51.6 +51.6-94.6 100 ft +58.4 -58.4 +58.4-107.1 100 ft +54.7-54.7 +54.7-100.2 100 ft +61.9-61.9 +61.9 -113.4 100 ft +65.5 -65.5 +65.5-120.0 120 ft +53.6-53.6 +53.6-98.3 120 ft +60.31-60.3 +60.3-110.5 120 ft +56.8-56.8 +56.8-104.1 120 ft +63.9-63.9 +63.9-117.1 120 ft +67.6-67.6 +67.6-123.9 140 ft +55.4-55.4 +55.4-101.5 140 ft +61.9-61.9 +61.9-113.5 140 ft +58.7-58.7 +58.7-107.6 140 ft +65.6-65.6 +65.6-120.3 140 ft +69.4-69.4 +69.4-127.2 160 ft +56.9-56.9 +56.9-104.4 160 ft, •+63.4-63.4 •+63.4 eX6.2 160 ft +60.3 -60.3 +60.3-110.6 160 ft +67.1-67.1 +67.1-123.1 160 ft +71.0-71.0 +71.0-130.2 180 ft +58.4-58.4 +58.4-107.0 e�0 ft +6a.e/ 647 i i fa64.7-118.6 180 ft +61.9-61.9 +61.9-113.4 180 ft +68.5-68.5 +68.5-125.7 180 ft +72.5 72.5 +72.5 -132.9 200 ft +59.7-59.7 +59.7-109.4 eft ft •'+65.�-65.� •+65.9 120.8 200 ft +63.2-63.2 +63.2-115.9 200 ft +69.8-69.8 +69.8-128.0 200 ft +73.9 73.9 +73.9 -135.4 a a in •Design conforms to the 2010 Florida Building Code. ,find SpeV1 ted a"e are ulthgate design wind •Wind pressures are applicable to all building floors. i Valid only with engineer's •Tabulated design wind loads are based on ASCE 7=It• s&geds(3-secce gust).• • • • • •Tabulated wind pressures are valid for all roof slopes;no i Q specifications for components and cladding based o•design •Cities and/oftountielareI ed 9nly as alen&al guide, reduction for roof slope 510"has been considered. i i signature&r ' ed seal Z criteria as noted herein. •• d oRRlsk gory Ildirrgs e a liable wind •Tribute Area noted in table(effective wind area Is Zorre •Where this document is used for permit,appllcablint sWdd and exposure category with"llbuildi ft equal to the minimum of[height x width]or[ht x ht/3]. 5 1 4 15 9 �� design criteria noted herein(Basic Wind Speed,Exposure department. Round down to values shown. 5 4 5 Category,Risk Category,etc.)shall be verified by the •Plus(+)&minus(-)signs signify pressures acting toward •Zones 4&5("Interior"and"comer"zones,respeetNely) _ e LV contractor&building official prior to construction. and away from the exterior component or cladding surface, are as shown to the right,where the dimension"a"is the Eave He W •This specification may be used in conjunction with ••eespactively.• • 0 e 0• 0 0 minimum of 10%of the building's least horizontal of i 132 0 Mean Roof fit l7 engineering under separate certification(by this engineer � •1A�ere"Man Iayypgge)Rgof Height"wn•ot be dimension or 40•�of the mean roof height,but never less or by others)using Allowable Stress Design(ASD). a deteemirod,peateoo}heighlshall obuobtsept that than 3'-0"or 4%of the least horizontal dimension. Peak Height Christian Langley,P •Refer to the above-noted ASCE 7 standard for :eavEshlighlsNall eeu36d f�r'�gpf aSgte less an or equal •This specification Is valid only for use with structures NOT FL PE#67382 CA#29531 e descriptions and definitions of all design criteria. to 0.Rounttup to values shown located In the upper one-half of an Isolated hill,ridge or WALL ELEVATION WALL ELEVATION 1200 N Federal Hwy,#200,Boca Raton,FL 33432 •Design Is based on structure classification as Enclosed Bldg: Copyright 02014 Easy Seals Document No.MORS MIAM 1•QADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONONIIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 I'(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ,nnv.miamidade.sov/econamv General Impact Glass&Windows,Corp. 290 West 78'h Road Hialeah,FL 33014 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 RE - . 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 I 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"18000 High Impact"Aluminum Horizontal Sliding Window—L.M.I. APPROVAL DOCUMENT:Drawing No.12406,titled"Series 18000 High Impact Horizontal Sliding Window-Large fissile Impact Resistant",sheets 1 through 14 of 14,dated 01/10/12,with revision#1 dated 01/10/12,prepared by Tilteco,Inc.,signed and sealed by Walter A.Tillit,Jr.,P.E.,bearing the Miami—Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Mianni—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LADE LING: 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.'Eledand ther-has been ••• • no change in the applicable building code negatively affecting the performance of thi eirociitct. •:00.: TERMINATION of this NOA will occur after the expiration date or if there has beaaLvevision ot•dhange :.0.0: in the materials,use, and/or manufacture of the product or process.Misuse of this NGA•vis an ep.S,pt*pnent • • of any product, for sales,advertising or any other put-poses shall automatically terA mte this NOA.Failure ••:0 6 - 0000. to comply with any section of this NOA shall be cause for termination and removal dM"A. :060:0 606660 M ADVERTISEENT: The NOA number preceded by the words Miami-Dadg,Vpylity, Florida, and followed by the expiration date may be displayed in advertising-literature. If anx potti4n of the NOA is 0•••:- displayed,then it shall be done in its entirety. 6 0 • . 0000.. INSPECTION: A copy of this entire NOA shall be provided to the user by TIME mdnufadarre>V or its 0 distributors and shall be available for inspection at the job site at tine request of the Building Official 0 0 This NOA renews NOA#12-0206.08 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. MtQMI DADS COUtVTY NOA No.14-1021.08 r� )Expiration Date: October 21,2019 Approval Date: November 06,2014 Pagel 7701,101a General Impact Glass&Windows,Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 12-006 titled"Series 18000 High Impact Horizontal Sliding Window- Large Missile Impact Resistant",sheets 1 through 14 of 14,dated 01110/12 with revision#1 dated 01/10/12,prepared.by Tilteco,Inc.,signed and sealed by Walter A. Tillit,Jr.,P.E. (Submitted under previous NOA#12-0206.08) B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)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 horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5954,dated July 10,2009,signed and sealed by Julio E.Gonzalez,P.E. (Submitted under NOA#09-0806.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2007, dated 06/23/09,prepared by Tilteco,Inc.,signed,sealed by Walter A.Tillit,Jr.,P.E. (Submitted under NOA#09-0806.03) 2. Glazing complies with ASTM E1300-04. D. QUALITY ASSURANCE •••• 1. Miami-Dade Department of Regulatory and Economic Resourc;s{ R) •so**• •• . • E. MATERIAL CERTIFICATIONS •••%•• •• •• •••••• ...... 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont Deours&*Co,,Inc. • • for their"DuPont Sent yGlas©Interlayer"dated 08/25/11,e xpiging on 0V1TM ••••• 2. Notice of Acceptance No.13-0129.27 issued to E.I.DuPont DelkWours&CA, ""'• for their"DuPont Butacite®PVB Interlayer"dated 04/11/13'd)�l ing ori 12/11/ 16. •••Go• . . • . . . . ...... ...... .. . ... • f Manudl Per ; .E. Product Control E a finer NOA No.14-1021.08 Expiration Date: October 21,2019 Approval Date: November 06,2014 E-1 I General Impact Glass&Windows, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS I. Statement letter of conformance, complying with FBC 2010, dated October 16,2014, issued by Tilteco,Inc., signed and sealed by Walter A.Tillit,Jr.,P.E. 2. Statement letter of no financial interest, dated July 27, 2009, issued by Tilteco, Inc., signed and sealed by Walter A.Tillit,Jr.,P.E. (Submitted under NOA#09-0806.03) 3. Laboratory compliance letter for Test Report No. FTL-3388, issued by Fenestration Testing Laboratory,Inc.,dated 09/05/02,signed and healed by Joseph Chan,P.E. (Submitted under NOA#03-0314.07) i G. OTHERS 1. Notice of Acceptance No. 12-0206.08,issued to General Impact Glass&Windows, Corp.for their Series"18000"Aluminum Horizontal Sliding Window—L.M.I., approved on 04/12/12 and expiring on 10/21/14. •••• •••••• . .••••- •••• • ••••• • • •••••• •••••• •••••• • • •• • -. Mani e1 Product Contl�oi E_�'miner NOA No:�3•#°1021.08 Expiration Date: October 21,2019 Approvai Date: November 06,2014 - E-2 1, SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT, SHOWN ON THIS 0, ANQ4QR KQTESt. EMBEDMENT AND EDGE DISTANCE ARE BEYOND ANY FINISH, PRODUCT APPROVAL DOCUMENT (PAD. HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 & (A) TO EXISTING POURED CONCRETE: MIN. VC o 3182 PSI), MIN. EDGE DISTANCE(F.D.) n 2 1/2". 2010 EDITIONS OF THE FLORIDA BUILDIING CODE. 59RES 18000 HIGH IMPACT HORIZONTAL SUOING WINDOW LARGE 1/4*0 TAPCON ANCHORS 1 1/4$MIN. EMBEDMENT.AS MANUFACTURED 13Y ITW BUILDEX, INC. MISSILE IMPACT RESISTANT, MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES,(MIAMI DADE/BROWARD (COMPONENT EU9),THRU I" P.T. WOOD BUCK, COUNTIES) DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1820 OF THE ABOVE MENTIONED CODES, USING (8) TO EXISTING A.5.T.M. C-90 CONCRETE BLOCK WALL, MIN, EDGE DISTANCE (E.D,) - 2 1/2". ASCE 7-05 STANDARD FOR INSTALLATIONS UNDER 2007 FOC & ASCE 7-10 FOR INSTALLATIONS UNDER 2010 - 1/4"0 TAPCO ANCHORS W/ t t/4"MW. EMBEDMENT, AS MANUFACTURED BY ITW BUILOEX, INC. FOC AND SHALL NOT EXCEED THE MAXIMUM (A S.OJ DESIGN PRESSURE RATINGS INDICATED ON NOTE 2 BELOW. (COMPONENT'05,THRU i" P.T. WOOD SUCK. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WINO LLOADS DETERMINED PER ASCE 7-10 SHALL SE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE (C) TO EXISTING 2x P.T. WOOD BUCK MIN. EDGE DISTANCE S MA o I". VI/ MAX. (A.S,D,) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2 BELOW. 1/4"W-14 TE SCREW W/ 1 1/2"MIN, EMBEDMENT,AS MANUFACTURED BY ITV! BUILDEX, INC. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.A.D., AS TESTED,WERE NOT OVER STRESSED,A 335. INCREASE IN (COMPONENT }. ALLOWABLE STRESS FOR WIND LOADS WASUSED IN THEIR ANALYSIS.ANCHOR'S SPACING TO WOOD HAS BEEN (0) TO EXISTING MIN,Y9"THICK ALUMINUM MULLION (8083-TO ALLOY),MIN. EDGE DISTANCE(E.D 1/2". DETERMINED IN ACCORDANCE WITH N.D.S. 2 05. - 1/4"0-14x3/4"(MW.) TEK SCREW, AS MANUFACTURED BY ITW BUILOEX,INC. (COMPONENT ). THIS WINDOW'S.,ADEGUACY FOR'IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1928 OF THE ABOVE MENTIONED CODE AS PER PROTOCOLS TAS-201, TAS-202, TAS-203, PER FENESTRATION TESTING (E) TO EXISTING MIN. 12 GAGE(0.106`)STEEL.MEMBER(ASTM A-500,A-853 OR A-36),MIN. EDGE DIST CE(EA.)- 1/23. LABORATORY REPORT t) 5904 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTIONS - 1/4"0-14x3/4"(MW.) TEK SCREW, AS MANUFACTURED BY ITW BUILDF.X, INC. (COMPONENT NB. 1612 & 1615 OF THE FLORIDA BUILDING CODE, 2007 & 2010 EDITIONS, RESPECTIVELY, 2 10,PROVIDE 1/4" MAX. LOAD BEARING SHIM SPACE(TYP.). 11. REMAINING COMPONENTS FOR THIS SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT SHEET 12, RESISTANT, SHALL BE AS INDICATED ON BILL OF MATERIAL$, ON SHEET 3 OF THIS ORAWtING. 3IRE 12. SERIFS 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT, WLL MANUFACTURER LABEL SHALL BE PLACED ON A READILY VISIBLE LOCATION. ONE LABEL SHALL BE PLACED FOR EVERY UNIT. LABEL SHALL READ AS FOLLOWS: OBNF,RAI.IMPACT CLASS AND WINDOWS,CORP. 4. JHIS SERIES 18000 HIGH AMPACT NO WINDOW �g M1S91LE IMPACT HIALEAH, FLORIDA RE IUANT. IS APPROVED DOR AIR ANb WATER INFILTRj{T(S)da LSr�SCHFDilIFL?: MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED. 5. SERIES 18000 HIGH IMPACT HORIZONTAL SLIDING WINDOW LARGE MISSILE IMPACT RESISTANT, SHALL. COMPLY WITH 13.(a) THIS P.A.D. PREPARED'BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SECTIONS 2411.4,1, 2411.4.2, 2411,5.1 AND 2411.5.2 OF THE FLORIDA BUILDING CODE, SPECIFIC PROJECT; I.% WHERE THE SITE CONDITIONS DEVIATE FROM THE PAD. 6. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 8083-T6 ALLOY AND TEMPER, WITH Fy - 25.0 kilt (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,'PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF MINIMUM. THE THICKNESS OF ALL EXTRUSIONS SHALL BE AS SHOWN ON THIS DRAWING. THIS PRODUCT, BASED ON THIS P.A.D., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. 7 EL 304 OR 316 A151 SRSRYRFOR STANTCB (METAL OBE TSTEIEOCORO5IONRESTAC ATEDARONSTE AS PER DIN50018AND CION 24111,3.3.4 OF THE (o) THIS P,A.D, WALL BE CONSIDERED INVALID TF ALTERED BY ANY MEANS. FLORIDA BUILDING CODE WITH 50 kel YIELD STRENGTH AND 90 k91 TENSILE STRENGTH. • (d) ORIGINAL P.A.D, SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROF£5510NA4 ENGINEER OF 0. WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE. RECORD THAT PREPARED R. WOOD BUCKS MUST BE SOUTHERN PINE WITH 0 A 0.55, AND SHALL COMPLY WITH SECTIONS 2411,3,3.3 & 2326 OF THE 2007 & 2010 EDITIONS OF THE FLORIDA BUILDING CODE. .: :•: L1tt�'' RR.T/(47):�-� FLGRIDASUILOIN00009fthVilIONWHorrlM420n9) • • • • • • • • \ •2et2waEw0cc BPdISI8000HIGH IMPACT HORIONTALBUDINOWINOOW ' •• ;•tlLeb�L•1'I2Eit1ltllRH • • • • PRODUCrRBVI9BD \\\ ,,'' F ''':' ? LARGE MISSILEIMPAOTRt:81sTANT :4s 9etnplytngxvkh lhi film a9 cowplytng\aIWGw9lodda ,\ X110,44167 2 ,Iel0ingee,te p2J.p8' BeRt101aCod0 10.0$ :. ` rrr I. °� 290 WW 78 ROAD 9t/to/Iz naIdIaBnceN�� ! 1� AccaplwtooNo 4 143 4 tNo'. 11W1^FL.33014 e�rE cc _ B Date $ nwr TP.erutn tlINE tl tlGLp PRM`(((JOb bE,B—b 103 all nU S F \ PNn 398 898-8888 • "'y,r ,wa a Bta.am,ysavr n was 3 � • ; • •B °` �': k/ \ �oni,�aw�t—ta».cas,�taeawt .r ttmw.genataWnPcole9m 12-008 • • •M DadePtodtlatoC00U 0l " �'.,� '�t\\\ 00007te9'Ia`n' arso d CRAWINg ea •• +�jlsrr Dytc F ucl COP • • •• • •• r� A YA �UT47P$ DADECOUNIY a, mn o rt F4 • • 4 t ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • -- .487 .188• - ,nye 884' x378' 0.978' 21823 '7 OAJD• • 0.087 •937' ' 118 OA82+ OA7a" 0 9.082' � 0094' 1 ' pAe• g'I m 0.12{ d .828 � 74• . • i, 1� 8 .178`. }, 0 t3. E - d Oa13 2' R • a� yy � F s,ow• � ossm dCdd + 22 a A8 I^ 2 0.062 d .828 4 —14 8• 17 • 003 ,I m 'd g J ao9a• 0.098 awl' 0.16• •--t.J o.4Ja' oAae •Ud . 10 378' •8�' 28' 'a1Aa' .� ,wq. laer t3• ® A1 1 nJ 1 In ossa 6063-T6 ALLOY& TEMPER 8063 T6 ALLOY& TEMPER 6083-TB ALLOY & TEMP ER • tl.4a7' 9.082' o.7A8 2101 .-0•gyg 1,122•RE ` 1.187• 1.180 AJ0 812' 0014 O G+�7.\1�IC IABAQ 1� FZAM� I IEA ars' 6063-Te ALLOY 7TEMPER 8063-T8 ALLOY&TEMPER QERAM5--WLL alzs 6063-T6 ALLOY&TEMPER -e uw- 138• .189' a6• wg. 8018' d ,880• 810 x178 ` .187 V 640 m 0 'a m• °` ata' " oo3a' dffi CUP. • aaz• awl "� A Tm � oloa aue• 1,los• I'i W QAR BJB 730' a1 le sol• ��A IN,7i C BEA(5 >�0 �II� T AR„�GK IN5ER1' d 6083-T8 ALLOY&TEMPER Q so9 R 7(18° GLA S 6083-T6 ALLOY&TEMPER oa a w• 8083-T6 ALLOY& TEMPER �JAMI� 6063-TO ALLOY& TEMPER ® 6083•-T6 ALLOY&TEMPER 6083-T6 ALLOY& TEMPER s.wa• re ' ase• dsconPlyIngwItl�lCOMPONENTS . vpialaQcoa6 j4•t/}2I.QB SCALE 3/4'-1' s Acceplanep No t� Ila ello Data A79i • • •�j uet.CAn , .174' j1// ,fi • • • • • • H a' e• • • • • • 11111l�P T�((��%� FLORIDA 6UILDIN0GOOF p 9h VOW.: Nwloans2°aa) bFF- 1tz` • • • • • ••• • �t �i ezol2rlmcowo• ER(E&18bIXlHIaHIMPACTHORIZONTALSLIDING WINDOW Is o✓ m �� • • • • PRODUCTRrWVISOD ,+�:•'. � 6 iAROBA11881LE1►MACTREBl6TANT u.a aa, • 6083-i8 ALLOY&TEMPER PscaiiplyGlg,vhhthePlotlda �,� I of/to/Iz Da6dlhgCoda 'zeo w2sr re acne oars n"LONG ��. Ifa'C 1 c.. luntvnu L 33014 Acc@L1w1DoN0 '0 ` PHONE.<308 598-8103 6060. IrstCoa 0st0 :'�(� + TI T TC 0 8 FNtllN tl PANY pp1G ap5 SS8 8685 12-006 �� . ..• ••• ..• c .•c J uu r;4. 41.:sps,rsaBJa a 0 37188 exa.gpnuo> cl.ppm 8.7{ ILL • • • • • A••, v (V ;\ .PBMI 1 I37+J87I=18+8 i Po(t QN7971••I87i 8 p 9aA19D10 Ilo • • ••• ••• ••• •• ••MI dpoppgOCY O�R °Flo 60 -T6 ALLOY TEMPER - &.--o0 t NE2 OF to • • • • • �-,may/a/iriY� '- , ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • BILL OF MATERIALS LTEM QUANTITY DESCRtniox MATERIAL .1 I FRAME HEAD 0053-TS 2 1' FRAME SILL 6063-T6 3 2 FRMLE JAMB 6063-TB 4 COLONIAL MUNTIN(OPTIONAL) 6063-TB _ • 5 i VENT FIXED MEETING STILE 6063-Te. BA 1/BAR ALUMINUM BAR INSERT FOR® 6063-T6 Q. ' 1/VENT H.D.VENT MEETING STILE 6063-TO 6A t/BAR ALUMINUM BAR INSERT FOR© 6063-To 7 2/VENT TOP AND BOTTOM RAIL. 6063-T6 8. 1/VENT JAMS STILE 9A AS READ. GLAZING BEAD FOR Vie GLASS 6063-TB Ii II li it •I I• 'I l0 1 SILL TRACK INSERT 8083-TB I: :I I: :I I• 'I I I it AS.REQD, SILL RISER 6063-T6 12 2/VENT VENT LATCH AT 9 1/2°FROM ENDS,3"LONG 6063•-T6 of 13 I/LATCH VENT LATCH SPRING Sr.STEEL I I I I I I I I I I I L I I I BUMpON SPACER, Ile METER HALF SPOE,CLEAR. SILICONE t4 3°FROM CORNERS AUX.AND 12°O.G.(Max.),ar MID-GLASS SITE l• •I I I I ELEVATIO B K U8 8 CLEAR. • 18 AS READ. FPA94VENT ASSEMBLY SCREWS,96 x 1"P.H.SMS,CRS I L 9 16 2/VENT FRAME SILL SCREWS CONNECTING TO(D,, 8 x 3 i 2°P.H.SMS,CRS - 'I I' I I' I I I•I I I !I ,�, 17A9 REQO. VENT&FIX,RAIL W'STRIPPINC,AMESBURY OR EQUIV. a • tS AS REOD, FRAME W'SMIPPING,AMESBURY OR EOUIV, Mr T 19 2 BAFFLE, M&M PLASTICS - •- 20 2/BAFFLE BAFFLE SCREW, #6 x 1/2°F-H,SMS 21 AS REQO, GLAZING BULB VIM NEOPRENE 22 4/VENT ROLLER HOUSING&GUIDE CELCQN 23 2/VENT ROLLER BRASS/ST.Sr. 24 2/VENT ROLLER PIN ST.STEEL 25 ANCHORS, 1/4"e TAPCON•FA ANCHOR,RW SUILDEX,INC. STEEL. 28 ANCHORS, 1/4"d-14 TEK SOW/MY BUIL.DEX,INC.TO W000 BUCK, STEEL ALUMINUM OR STEEL MEMBER, 27 DOW CORNING 795 STRUM SILICONE C 1 �y SEALANTI DOW WlM"NG t'MRE SILICONE OR EQUAL AT FRAME ALL AROUND A IN 1:.'r'AIL �(\ 26 (ExTE JOR&INTERIOR) SILICONE ,f'±I�'�N�` �I� FOR ��Q ��— �• 7/10"NOMINAL(OA44"OVERALL)LAMINATED CLASS WITH(1)3116°HEAT S� SCALE 3/4" SCALE 3/4" = 1" ZOA LAYER INNER DUPONT S LAMINATED CLASS (INTERLAYER BY E.I.DUPONT DE NEMOURS&CO INC+(1)3/16 H° EAT STRENGTHENED CUSS, 7/16°NOLUNAL(0.444°OVERALL)LAMINATED GLASS IM(1)3/16°HEAT 29B STRENOTHENEO GLASS+A 0.090°INNER LAYER FILM SENTRYGLAS PLUS, LAMINATED CLASS INTERLAYER BY E.I.DUPONT DE NEMOURS&CO INC., +(1)3/16°HEAT , STRENGTHENED CLASS, . (1)EACH 1°x1"x3"LONG WEEP HOLittETIELR QED�'OA:GA K%MtELlt OP$I?ff FILTER FOAM LI A`r�� ) WEEP HOLE FRANK LOWE RUBBER d!GASKET CO. 1111! o •• • • • • ••• • 1 �G• l/ �' _ _ FLORIDABt1U.0INQ cQDs(IilOh valtloity HGGlasnszone • • • • • • • axola mtEw ma SERIEAINDOOR IMRAOTHO ONTALSLIDINOWIND t of ••• loss •• • • • •• PRODULlrGBVISBD t� :''�G $F'•., UA QE MISSILE IMPAOTRESISTANT B.C.. A.o. tlt000CPREt/EWl33t eawmplyinBrv1th019nlvTldo A . ea eumplpin8tsl1b1b6p10T�5 =v4No - No 44167 x p WEST to x'10 9oiJing Cmle A/� _.....91 ` �•6• 6A Y®ILtiY6. HIALPAN,FI.63014 AT As rcc lan �'�dL�.t7� ;4 ` TWIY TESTING CC JO 0 GGN ANY PNOIIE: 8688103••• •: p { ,p /J�' �./�' w+a+w.nn'.sslooa.txaan n atlasMY-(JOapOw12-008 t,haUnn 1 • • ,� / CQ �� .ia,a,u ane n- to R.f°�et�-lett crs y• F P rr s-maW Bllvco@"ofAom !ju �,ty q ORA157N0 So �i.1`''•..1Ofl10..•� t Tp t�'8ry.,w71LpLg671gp s:m caovnm m. °ncum" m¢ ••o By • • Ilam 0adc 1'&daci • • AAOB COUNTY r/IYl1t•� 1 T8 R,O18liA lfa 44`(87'E' 110 • ' axecr s tlP l4 ••• • • • • •e• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • •e• • • SAX FWM 40TH(SEE SCHEDULE 91 ON SHEET t Vt• (SEE SCHEDULE BI ON SHEEF 12) (SEE SCHEDULE#1 ON%M t2) ($EE SCHEDULE¢7 ON SHEET 12) A/6 B/7® A/g 9'NAX _ S6•�' ' o'Lnx qt o.(H mH1 I o LIM, D14(sepn0 scEUL9ES uq1 asa tz) [/9n/9 1SC I II 25 or 26 As APPLICABLE • 29A � 29 II 29A 1 OR I OR OR 4 SURFACE APPLIED,II COLONIAL MUNTINS 296 II �9 (OPTIONAL) (SEE SCHEDULE i (SEE SCHEDULE I (SEE SCHEDULE ON SHEET 12) I ON SHEET 12) II ON SHEET 12) C/8 1= I 95 l X _ _ Y7�4- �I � ( w2 MAY BE DIFFERENT FROM EACH OTHER w1 I = I P y BUT THEY SHALL BE SUCH THAT (2)wt + w2 DOES II II II NOT EXCEED MAXIMUM FRAME WIDTH INDICATED ON II II jl II II II SCHEDULE #1 (SHEET 12). II ADDITIONALLY, DAYLIGHT OPENINGS "a" AND "0", II CREATED BY w1 AND w2 SHALL BE SUCH THAT MAXIMUM DAYLIGHT OPENINGS VALUES INDICATED ON I i X SCHEDULE #1 (SHEET 12) ARE NOT Q EXCEEDED. I I I INLOCATE4, FULL 140 wDICAt aEWFO HEIa T BEtNFaHo I II A (� 7SEE DETAILS (TYP. HEAD/SILL) AND SCHEDULE e2, ON SHEET 12 "5"= Mox. ANCHOR SP=shevt •• •• A 19•I 0 (See schedule #2 o • • ('a S�°z1�a°�JI WAP HOLE AT ' �s©! • •i3 j,}4•FRli11 i(�IAS•^11II�ONkiT Ni,Wm I,,Ut"A'T��y F1.OWAA9U11.(71N060AR(I.08hVeWdiyHun(oonoZonel �� p�LI SCLA�• E)(T .�t`'r+f�• • • • • • • ,� •zotznuvoufa Bp1t10 8000' ONIMPAGTH6 ZONTALSflOINOWINDO La/LoJ E•, '�•,YAJ10N FOR X0 vv R66w •w(teNG�v N • • PRODUarnuvissA pt(�P�' \CENSE''•.P I�R0eMOSILSIMPAOTRE81eTANT uay.ao. SCALE 1 1'-0-----�•x�UUcl 03c�H�uytn$.Yim 910P(oT1Aa � A. cod sv oniplAng with the P7artdl• QuAdOfg Cotlo ,IL E�®1 m p, zoo•vrzer 7e soars oAA. KoltUn0 Cwle fA rnzl.( (nuwNo' HItJ.W4 F4 awtM1 • ••• Atte}t•�N ¢` �TMO TILUT TE8T1l10!ftENOIN IN8 CtHSppt( PHONEf(JOB BSS-B1OS• (ret(oRDBto i ae7f12008 D .o `�� e n°EB ua�eoB7Lron+ " ro n o2AwH(o xo •• • •Ty 2�-•'•. ax w ,�ecafa, we m.w mtewraa mt • •• Bltan •Ic PMaf• n(,'Fi' rtl��; wg10N 1'� �(,1 •&N.tEa n 7aUT�r P.E ••• • • • • •AAbA00UNtt Fl.oRWA Uo.4si�7 aD^'^" ELM � sN6Ec'A OF 16 • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 000 0 0 MM Rt"WTH(SEE SCHEDULE @1 Ori SHEEP M) '. 9" r (SEE•SCHWULE®1 DN•SHEEi 12) SEE SCHWULE If ON SHEEP 12) S' 8'IW4 q °o'!MAX.D7�01��EU12 I 'o'HAY,D"(4110Tg G .T �/1 SEE SCHEDULE (SEE SCHEDULE it0 SHEET 12) 1'/tI 29A OR I OR (SEE SCHEDULE I� (SEE SCHEDULE g ON SHEET 12) 'i ON SHEET 12) A SURFACE APD�L�(D. (OPTIONAL}U' 5 w l AND vf2 MAY BE DIFFERENT-FROM EACH OTHER BUT THEY SHALL BE SUCH THAT (2)w1 + w2 DOES MAXIMUMNOT EXCEED SHEET FRAME WIDTH INDICATED ON SCHEDULE #1 ADDITIONALLY, DAYLIGHT OPENINGS "g° AND °C All I CREATED BY w1 AND w2 SHALL BE SUCH THAT II II II I� MAXIMUM SCHEDULE LIE EDULE #1 (SHEET 12 S ) ARE NOTEXCEION EXCEECATEDDED, 0 0 12 othx aa°E�i(im'�i I 2 or 26 AS APPLICABLE HONFORCUOTCATED FULLH(TTPA) i se DEvdLS I ea 2 A/6 (TPP•HEAD/SILL) Jr Wx. t_ AND SCHEDULE #2, ANCHOR SPACING ON SHEET Q (See schedule #2 on Sheet 12) .• ..• . . . • . •• 19 + 20 • • • • • • • s • x1/h°HIGH WEEP HOLE AT I �'' • • •• • • • •3 d/9 1 i/•"FROM ENDS AND ONE AT MIOSPAN X111 a FLORIDAUILOINOCOD6(MOhVe)acltyHwdDDno7anD) TYPICAL XTRTQR •• ••• a �A.T!( ' • • • • • • • PRODUCTRBVtSSD \� ✓ 02olzlturwttia 8ER1E&1HDOOFgOHIMPAQTHORIZONTAiBLI IND NDO • F i •• • • • • \\.�;•' �ENSF�•..'A ao IAt20ENSSILEIMPACTRE$ISTANT eLlo�i�'n,o, es wmi+lYtatS?Yt{htltaFlor(d8 \ UCP RMENym Dund6lg Gado \\ gg py (� 01/10/12 ©© V �A� Al �1�reomplylaa with the Flol4dt, Aaoopimoo Nw t/ ♦ tl[ IFiC. flW.EA 1sTFL,03301« �tl QX_ (SIMILAR) Yn!'y�OYI'•ldin Cale ( ��r( �'aUonlJatB •:*�. TILUY'fFStINtl&B DIRC O tl ANY RNONFa(303 688-BtOs a ° N 1 -Q2. xa nroaa a orae Fax:(303333-SSea 12-006 SCALE 1 -1�••O ••• E pir, o Dae t •�1y ` -o •• $ DF \� °�'e. °�Jr�Oww'• (°am"�as° are sena Rocycaa • • • •M g9B Ft tr �\ a-mopf uaeco0oo4wm 9 y DRA1t1YD Do • • O•'•,,F Q.:''•t4 \ ES-OOOS�IJ uwxt atteonca wn ay.ea mnn w° •• • 4Vy iER A 11W r G as m•nt ,n w a • •• S11am •Ie PYadud Co •• .pADg0OUNTy w ,� f 1tE\ t.otUDA ua««f§ sREEY 3 op to ••• • • • • ••• • • • •• •• • • • •• •• • 'SEE SCF{EOULE gY POURED CONCRETE OR ,j\ SEE SCHEDULE 02 ON SHEEP 12 — SEE SCHEDULE$2 a ON SHEET 12 E.D. E.D. CONCRETE 0=1 REQ'0 DN SHEET 12 E.D EXISTING SEE NOTE B/•1 (SEE NOTE So a - `� o� ' SEE NOTE 9/1) E.O. WJI'DADE COUNTY - STRUCIURE m z (SEE 1,D..• (�J —— (sEE NOTE 9/1j) L�llpao= HOTR SEPARATE APPROYALI i'e P.T. N TE 0 1 SEE NOTE 9/1 0v I�••� —WOOD BUCH ',• z '� /B°ABNIMUFJ UAII THICKNESS 1 2x P.T. SEE NOTE 8/I ;. ...r ALUtANUM ALLOY 6003-TS QJBEO\'EHT WOOD BUCK a.. - (SEf t8)TE JAy SEE NOTE 8/1 �;.,�:;x•�n.,r _ l a � acta � � � `j • ``O � ( 3od 0 1 T (SEE NOTE 9/1) , l "* �j � � � (SEE NOTE 9/1)�•�. N SEE SCHEDULE 02 MEUBER BY OTHERS S1TAI.l ON SHEET 12 (/CONPORtd TO AB.T.M.A-BOO A-883 o r r 3 ` I I LOSWR QdU�fJB 59 12 CA (0.106 U q f�f E8S Ll 1 c - - 3/8`WEEP NOTCH AT ENDS UIN WO B N L 4 WOOD SUCKCK 3/6'1'IEEP NOTCH AT ENDS SEE NOTE B/t i 2 POURED CONCRETE OR µt jj II 9 !„ CONCRETE BLOCK REO'D. y dN d . r�SNE SCHEDULE#2 --(SEE NOR 9/1) (SEE NOTE 9/1) EFaB1 MERt' _ ON SHEET 12 EE CH �2 y,( AN A--,�, (�Q POURED OONCRM 0 �TO ;fECI. CMB[, , 2°A P.T. DE ODIE9 • • N E 12 nom" 11110"rl"', SEE NOT CK-6/`t • • • • ••fcODWTRENCVtYs'� st??S .1 T A,r��/��- scN.e t%2'as' PLOFUDABUILDING ODDS(FUBhVo$9I1Y iWa*Aozw) 1h A tomplyl•Rlvuh the I%rf 6 •zola lTuao ltm FME 1180DO H OH IVPAOT HORIZOWAC Svplmow DOW ' t70SRNG • • • •• • • %IJHt6Eode STRUCTUtiE E,p, E.D. Acceptnnacno�a-POZf.O PRODUCCRTSVISSO `\\5��.•��C SF'••. 1 LAROBM188AOItdPACTRE818TAM (SEE 901E a/O`(SEE NOTE 9/1)' $aphv6on unto )g Bse01Bp1yI118 ti��N10 BIDrtOB 0 o1/t0/12' DUUNil9�de• QQ \ 1 r �w,p 290 WEST 7a ROAD pIfi80D I,IO/ • t7 OG `� ` BL IPii W 9 tea-• HOLM FL.amid DATE n [ /� PH02@t(SOb 888-8103 • • •• ••• 11, Dadt fl'0dR GO HK tloaA6to ♦ / ; iILUT T 9HN0 rr O1NC 61tl PANG • - • • ii • • ,c1]/ ��J3.G>"•\ eus>+.s, su.ra¢owl vm.n 371es PWt: 30b x98^6888 �y W-\ remli°$wS�511 A..".,txs0�m-w, ®�•ae lw twm- 12-006 • • 8 \\\ "Mom-011-1 m °yb ,fpn'8 DRAWHO No • d • ZFj SCHWU y ON zH 1z Pf O•'•.!°CO 10A' \ E0-oD0bT19 tvAL7ER a❑L11T Jr. P.E. xr,a urmnm •ara ,m w enartu eu1 •80AU.O'2'>I. •• • • � �Ay y,Q��N MIEs F 8 L1o.44187 1 e1D w-tl �le/u BHZET 6 OF ib ••• • • • ••• • -DAOECOUN[Y � a'FZ'j( �1A.'G•1 "mo ••• • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • .. SEE SCHEDULE#2 SEE SCHEDULE G2 POURED ODNCRETE OR SEE SCHEDULE§2 ON SHEET 12 ON SHEET 12 CONCRETE BLOCK REO.O ON SHEET t2 • E.D. E.O. MIAMI OADE COUNTY E. SEE NOTE 11 I SEE NOTE 9 1 APPROVED MULUON ..E%ISRNO (SEE•NOTE 9/1) SEE NOTE 9/1 p, ED, IAALEUDEDMENT. (UNDER SEPARxdE APPROVAL) STRUCTURE--, 1•x P.T. (SEE NOTE 9/1 (S6 NOTE'9 1) MW.ENBEOMENT (SEE[tort S/1) •�f • ///, 11000 BUGC (SEE NOTE 9/I) — .... I MINIMUM WALL TwcKNESS SEE NOTE 8/1 ,,; ` t ALUAORUM ALLOY 8003-TS • - 2'x P.T. •� J M VIODD BUCK ? _ EMBEDMENT SEE NOTE 8/1 .'�;'•:'s.'.;° (SEE NOTE _ O7 1 T B i . • • ---p " •ii it � iiU 44 LA go aLALuWNllM. MIJ �J a, 9 tt n!i ee How (SER Hme elf) WSEE SCHEDULE 02 STEEL.MEMBER BY OTHERS SHALL �} ON SHEET 12 CONFORM TO A.S.T.M.A-800 A-= Tyw� OR A-30 W/12 CACE(0.,081 D Z MINIMUM WALL THICKNESS. IliLl if r 3/8•U'EEP NOTCH AT ENDS ix . B, •LIN. t'x P.T. 1 . WOOD VQ SEE NOTE 8/1 yY• ' MIN.TIN EOMENT •.� /8"WEEP NOTCH AT ENDS POURED CONGRETE 0R Q (SEE NOTE 9/0 U �i 2 CONCRETE BLOCK RE'0'D. + , 69 ®SEE SCHEDULE 2 •t • • • •4 •• ON SHEET 12 (SEE NOTE 9/0--(See NATE 9/1} (•f0 •�TOB R� • EIaeEOtdE • • • • 99 TI�_.N B—_�(7£ RQQRFD CONQRETE MIN.2°x P.T.• SEE NOTE 9 • SH eD�yE�21N .� BLOCK� TTI `{A•7��i�`G� •' • • Tf '��G T y FLOWDABURtYNOCORE0988VatoeDYH9TAaapeZo>w) WOOD BUCK • • SGALEt I/2•et` 1 •••••••• ; SEE NOTE a/>. ��=Logy svrcxv \ 02012 mum tea ERlEs,0000HI0HIMPltiCTHQWZONTAI SLIDIN044�D0 L�L,a! EXISOA'O eecempyhP gwlththemorlb PRODUCTRSVTSyi$x �\ $ LARGEN08•LEIMdPACTRESISTANT N.a..A.0. STRUCTURE E.D. E.D. Z1111Z k 4 ',0$ ascopap I Tv((btltepleT}d0 N0.44167 {SEE DOTE 9/1) (SEE NOTE 9/f) •1.reptnner No BNUd018 p @m�e } 240 V7EST TO ROAn 01 10 12 P TEq lei at®TNG. }OALM FL.33014 OATS • • • ••• ••• • A rDlt o No/ - �y A L,! �. t•L1Y R6STIN0& OIR N 0 AHY Pp7L�3yg 98988 6808 E B D > S \ 03 8x88 Km 8 -1 i3'Iw�x180 • • p q.•,..�c,\ x 'a tuuwtND Do •• (mQ,aor) • -SIK SCH LE iM OY sHEer 2 .p°,!C...... . Tfg arm s n J2 _ 1 . ••• �•R 1/2'01• • • ••• • •OAOETCOl1NN �!,g TR pA Jr. P.E. • • • �Ty-NDA 11p.AM1f�7 1 ¢KEPI 7 O£f4 ••• • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I"x P.T. SEE SCHEDULE 42 0.2.0' WOOD SUCK ON SHEET 12 0.23' Fax 504 • F (SEE NOTE 8/1) 2 ON SHEET CHEDii 8� 3 K 8 8 3 E.• - (SEE NOTE all) . (SEE NOtE 9/1) (SEE NOTE M�: •(SEE NOTE 9/1) 2'%P.T. 8 WOOD BUCKNOT •.;Kr• �� SEE E 8 1 MAN. "a"NAS.4.40. ( .,ry •M4::"•. /) SEE scmeaULEA I ON SHEk7 12) (gam SCHEDULE12) EE SC"90ULE t ON SHEE1.12 •,, v11' (SEE NOTE ON SHEET 0.) 02• (SEE NOTE ON SHEET 4) Ute (SEB NOTE ON SHEET 4) POURED CONmETE OR 'F4LY. STEEL MEMBER BY FRAME PADTH(SEE SCHEDULE it ON SHEET 12) CONCRETE SLACK VIALL='D. OTHERS SHALL CONFORM TO AS.T.M.A•-400 A-803 "'�, MLA(O�R�A-36 Yl/ 1$CADE� �x�E. APPROVED RADE MULLION &.11 )tS•, LIM SIALL ,�,ft� APPROVED MULLION . TNI KNES O•20" %S° (UItOkR 5l•PARATE APPROVAL) . i _ ® I/8"SHIM r M, AML NIMUM- 3-75 53. Ir 2 ALUMINUM ALL8003-TB 3 03 (SEE NOTE 9/I) 8 8 A E EMBEDMENT _ I 'I(SEE NOTE 9/1) SEE NOTE 9/1) If — — —_ � I SEE SCHEDULE 82 tn1 _ ON SHEET(2 (SEE E S/I) I` 1l 8 _ — — - +— —�+ R I• II(SEE t O DTTE 9/1) J MIN.EMBEDMENT • 8 0. g (SEE NOTE 0/1) ON SHE@Ei'OULE f 82 "ca MNL 0.40. •a"MA%.D.LO. SEE SCHEDULE j1 ON SHEET 12) (SEE SCHEOl11.E p1 ON SHEET 12 (SEE SCHFAULE 1 ON SHEET 12 .1* (SEE NOTE ON SHEET 4) a2x (SEE NOTE ON SHMt 4) e10 (SEE NOTE ON SHEET 4) MAX.FMIE IMOT11 SEE SCHEDULE$1 ON SHEET 12 EXTEI��I • * 50 E 81w$HEW 1 •• . . . . . . . . SE TIQNS C--C (XOX) • • •• • • • • • SCALE 1/2'a loot • •• • • • • ••• • ,(11 P p.TI(� PLORIDABUILDING CODE 0fthVsWr?/HwtoaOeZone) • • • • • PROnUCT•R�T(YtU SERIES 16000 wQtIMPACT W ' •• 000 •i • faces 9a 7DlcR•E%y" \ y •"« GAGE MISSILO IMPACT RESISTANT �u Ava al emplyinEnith The VaTfx o1/to/1z NO @'!. 2961ff5T 7S,ROAD •4uh11uS Cmle A A Ia9aoNa NO g 1�0• pArr Acer.flanrc No l •J02t•�8h , > f11MEo}I.F4 3791b 1 uoanata if s . rfulr rE9HNo o1NE t6 o6NaANY aHONE,(goo 5-38fos ••• •:• •:• •:• R. 4�.afe /q / �,,��,t•1,i: aaa u:a wo ux r oti ow,n plo6 - TAx:((3oa s0e-SSaO A , AL/YiY1lt)=1�1 ;�T \ 8ma°( a_,em.e.itws�n,-,wt vaU.aenarm pacLama 1`2-fl06 %••• • • • • U euo PcadU6N "�" \\\ o-Tm¢vS2igUflTeLeNo0oo4eom ,. �•ya�Naro pRlg9N0 tb •" •• •• •• 6 at I� c P 0 0•••F� �•,• \ wIlL ft A Uar1Jr. P., vs.ro owvrm aur uz s. av,,vnw ••• • • • •• • 1 •OADSCOUNTY 4H�7 ; ao ar.l,r , • : SHLET S OT 14 ........../ ••• • • • • ••• e • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • V x P.T. WOOD DUCK SEESCHEDULE Q2 o.25" (SEENOTE$/1) ONSHEET 10. 0.26" - WK.SHIM MMM SHIA SEE SCHEDULE(I2 ON SMELT 12- . 2 • 1 8 9 g g V 3 . '• "' (SEE NOTEB/1) 1 Nil • fdlN. EId8F,DMEtEN {SEE NOTE 9/1) d6E0tdE T g - $ EEE SEE HOiE S E , �`••-a (SEE NOTE B/1) WOOD DUCK u"!M%.D,L.O. °o°LN76 O.LO. (SEE NOTE 8/1) (SEE SCHEO 9#1 ON SHEET 12) 5EE SCHEWLE �I ONO5HEET 12) SEE rpOWbULE )1 ON SHEET 12 '0.�4•;•' '.� • wi* (SEE NOTE ON SHEET-4) 028 (SEE NOTE 01 SUM 4) wt• (SEE NOTE ON SHEET 4) POURECONCRETE STEEL l.IEMDER OY MAX.FPAAIE 1VIDTH(SEE SOHLTAILE Ai ON SHEET 12 D REO'p. CONCRETE BLOCK WWALLAL OTHERS SHALL CONFORM TO AS.T.M.A-500 A-053 �i• OR A-30 IV/12 OAGE EX�FERIOR "O"Ae pADE C°D"T'f (0.106y MINIMUM VAL APPROVEO NUI.LION 1HICKNESS. O2 11C^^ 0.26" NAK MM (UNDER 5EPPAATE MPROYAW u I 1 A/LUMOI411. 6 AWAY TWTCB� E O1 {SEF NOTE 9/}) I- $ $f1 $ 3 � , PPI w IaM. EMDEDMEM' (SEE NOTE 9/1) SEE NOTE S 1 1 5EE SCF�DULE(�2 ryry ON SHEET 12. (SEE NOTE 8/1) I� •-•,•1� g - _ - - - g I 1I(SEE NOTE 8/I) MM•ENSEDUENT B 0 x $ {SEE NOTE 8 1 SEE SCHEOULE g2 SEE SCHEDU 1 ONOSFIEE7'12) "a"tdA1S.D.L.O. ON SHEET 12. 'o`tdAX.Dd.O. SEE SCHEDULE 1 ON SHEET'12 (5EE 5CHEWLE 81 ON SHEET 12) w10 (SEE NOTE ON SHEET 4) w2b (SEE NOTE ON SHEET 4) rt1R (SEE NOTE ON SHEET 4) )dAX.FRAME Y/IDIF1(SEE SCHEOULE#I ON SHEET 12) EXTERIQR - ••• "w! I-PR 1 ••• SEQTIONS . D-D (XOX) .. . :. . . SCALE 1/2" ..,..� • •• • • • • ••• • X1111 A.VON— FLORIDA$UILDJNOCODE,HobVoloFlTHurdoasoZw •• ••• •• • • • •• \\ Q . .... s 62012,MTEco viol SERIES 160114 H113H 1,PACT}ORI ONTAL$LWIN$WINDQ PRODUCCRBV)SI3D \\yJ,. �GENS ''•.,h'P m LIiRc&MS$ILBMPACTRE$ISTANT eompfC)lusv+11blli6 (014wo 'IIuitdTppgYCodwiihQlol+todfl0(� \\\ axa guldlugCodo A pI0Hb0No 'Q •.p}� WALLAH.FL 33014 07/10/12 cu¢ t4' i 0 L 9 C 0 f Pl a. zes wEsr Ts EmaD _ WE • ••• ••• ••epercplence Olo '� t• p IT01(oD DAEO '° - - tT 7ESTINO k¢NODIEENNa aONPANY PIIONFs(305)880-afos • • • • • F.• trmloy A 'I( , S \ C-00e xaa. la ah JO168 FA%:(3061 E68-H888 A F \. iia 1s, ,-, '. w. +°, , wwgA�e f 12-006 • • • • IIT i�'L, \\ o-meth 16(Te�wOotolAnm pGT o OMVSNO Ho •• • • • • DJj.� A'D6t11 8.0'TO 110[ H 6 f FLaO(RA Lla 4Ci717 1 01001.1 0 10/o i • •• •• •miler 1 ne a P[odu Co A''A' \\ V7bLt A�UY101 P.E '�*•^" 0 •w wm ••• • • • ••• • IA-DAM COUNTY =,f 1 i, SHEET S OF 14 ' I • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5EE'SOHEDULE#2 1'x P.T. ON SHEET la 028, 0• R'000 SUCK yEE SCH50ULE#2 W,SIVA (SEE NOTE 8/1) ON SHEET 12. 33 2 �. E.O. — i.9 .•,:�•.. (SEE NOTE 0/1) (SEE NOTE 9/1) E. LUN. S T •, „t- 11_11-, �+o.tdlN.' (SEE NOT MIN. ( a - - FJd0E01dENT SOfE'80 E•a (SEE NOTE 9/1) *UREWO 2"x R.T.HOOD BVCK 'o"MAX.O.LO, 'c°AWL 0.40.(SEE NOTE 9/1) (SEE SCHEDULE�I 6N SHEET 12) (SEE SCfffOl1LEI ON SHEET 12)wl* (SEE NOTESON SHVkr 8) w2N (SEE NOTE ON SHEEP 5) STEEL ldEA4at7i BY 1M%,FRAME WOTH SEE SCHEDULE$1 ON SHEET 12 NCRETE OR OTHERS El"I 1.CONFQf8.1 C CONCRETE BLOCK VMLL REO'1),' TO AS.r,M.A-5Q0 A-803 �� - OR A-JB 1V/12 GACE�\ )dIANI OADE COUNTY ' (0,109")•MUOtdUW 1YALL \ ¢PP ROt+a;O FdUWON THICKNESS. w SEPARATE+NPROVAL) rr' 0.23' 0.2a' Si XL tdlWbwM WALL Tf1ICKNESS ' A'LNUM ALLOY 0003-TS 3 (5EE 0TH 9/1) MIN, G EMBEDMENT I II (BEE Te 9/1) . SEE NOIR 9/1) _ 8 SEE SCHEQULE#2 - - - ON SHEET 12, 1 '1f (SEE NOTE 0/1) 1+ �( 8 (SEE NOTE 9/1) L MON, ©SEE SCHEDULE BZ 6 (SEE NOTEM 9 f , ON,SHEET 12, 'o°LfA1G D.L.Q. SEE SCHEDULE j)I ON 6HEEr 12) o'MA1L 116I1 • 5EE SCHEDULE f ON SHEET 12 wfd' (SEE NOTE ON SHEET w rr21' (SEE NOTE ON SHEET 9) W.FRAME 1'ADTH SEE SCHEDULE 11 ON SHEEr 12) EXTERIOr,') .. •.. • d�EE sr�1E0U1.�¢tom N sH�12 . • SECTIONS E--E (X0� 77f .. . . . . . .SCALE f/2°A 1• 1 ...,.,,.., • •• • • • • •.• . f,n �A•T!((/ '4,- FLORIDA BUILDING CODA(109bVob09y F68doane2ora) • . • • • • • • •• 000 •• • • • •• t - o20t2 ou x0 9701 BENNO 80 0 IhU/ T HORIZOtiTALBLIRUVOWINDOW W ItODULTRENEW0 PRODUC7'RBVISRD t.+y�.;� CEN$F'',, , z LAROEMI88021MPACTRE816TANT HAV.•otia a3 avmplylnan•Ilh the F7ori�. as complyillQwidl'Ow8larlaa `� �a pF y� 07/10/12 .Bui(dTvg Godo' •Q� , E 4>'0 IP16, 200 WMT 78 ROAD 'taldlog Cate 4-/021:08 A laztoO Nv HIArM FL.33014 MATS • ••• ••• ••• u"ploy No Ipy([1t)3a{o TILUT 71ST D h 2HIHNEWI0 COMPANY PHtNIE+(3PJ)898-9103 • • • • • E+drn�a flak l� .�. ,VoF m+,t ox isi/B FA&'(+yp9o0Llj”-0960 12-00& • • • • Bp \ 's"W,L(aplet{)1 v vsw nn'n A°w'aena ootoom tam adopt .fi y D''.,•• � 0 w tt a-nmfu UBe�•ooL4om OMOUfO o0 •• •• • •• •• I0'n. adc P A all F Q`,�'• 11t ED•-Otm87f9 p A1.• o,R a,•.x. ww„ e<R , i•• • • • LCi • ( MUiMI•DAD 3tAU)liY U A 1TAL�tEORt�w 441�7'E a no•.01 + sttEEr 14 yr l4 1 • • • • • • • • • • ••• • • • ••• • • SEE SCHEDULE @2 1"%P.T. ' ON SHEET I0. O.2s'. ' 0.2b' n L9AX.SMAI E�EASUCK NOTE 8(t) SEE SCHEDULE 92 . ON SHEEP 12. • 3 - R 6 I E• tE (SEE NOTE 9/0 (SEE ROTE 9/1) (SEE NOTE 9/1) 419EDY<J D• -- o F7.(pE'OMENT 1 SEE 4'91E 9 1 - - SEE ND9E 0/1) E �•.''4 ' (SEE NOTE 9/0 2'%PT. WOOD DUCK °o'WAR.D.LQ. `'4^'•�„¢e• ^° (SEE NOTE 8/1) SEE SCHEOU4E )1 ON SHEET 12) D MAX.D.LO. •` ,' '.�.. (SEE SCHEDULE @I ON 8HEET 12 ;Nz' „. ,• w1h (SEE NOTE ON SHEET 8) w2* (SEE NOTE ON SHEET STEEL MEIdBER BY A1NL FRAME WIDTH SEE SCHEDULE 1 ON SHEET 12 - CURED CONCRETE OR ' CONCRETE BLOCK WALL FWD. OTHERS SHAD.CONFORM TO AS.T.I4.A-800 A-053 OR A-38 Pl/U CAGE IMMAPPR N RADE COUNTY 10.106%h11NiMUW 1'fALL APPROYEO MULLION UCKN S, •(UNDER SEPAMt APPRDVAL) . 0,29^ MAX.SHIM MAX,SHM U I 1 1AM UM WALL ALUMINUM ALLOY 0063 TSESS 3 g 3 (SEE NOTE 9/1) MIN afN0iE�9%1 (I(SEE NO EM TE 9/1) SEE SCHEDULE 02 • 2^ ON SHEET 12. E. (sEE NOTA 0/1) n I e _ (SEE NOTA 9/1)it . —1 g MM. p, EtdBEDMENT ©SEE SCHEDULE(i2 � SEE NOTE 9/1) ON SHEET 12. na°MAX,O.L.O. (SEE SCHEDULE @T ON SHUT 12) 'c'WAX.D.L.O. (SEE SCHEDULE @1 ON 9HEET 12j w16 (SEE NOTE ON SHEET s) w2*(SEE NOTE ON SHEET s) MAX.MME 19IDTH SEE SCHL'OULE#1 ON SHEET'12) 0*0 'FSEE SCHEDULE @1 ON SHEET 12 SECTIONS F- .. (XO).. • • • • • • • • • SCALE 1/2' • •• • • • • ••• • Illlt A.'�'�( FLORIDA BU1LDiNo CODS(HlehVetooUyHuMoeaAi:olte) • • • • • • • • • I •2of2Td1TCOINO SERIEB$GMOHOAPACTHARUZONTALOLIIN6WNAOW �L •• ••• •• • • • •• �t pz(�S" URGE He01LEIMPACTRE818TANT a�oN:na TtUDUCF RENfi441?iID PRUDUCYRBVh they �1 /%�� F��'t,' escomplyh�g wlQtlhoPloddO es eemplyingwith the Florib Buildib Code Y p �a/►Fq 890 TYSi 79 ROAD 01 /ATE 2n(dla Cale \�-.,E. �,1 tl� E V W 1WG. HWFN(I,FL 31014 DATE • ••• ••. •••4ceeptanccl'lo R'1wR n DOIo '�a�0.0�A ;\�•PI ,t 71U1r T INo k ENDUIUMI)COMA FA mre.70(SOS a3e et88�5 E•drOtl b C ! �e• .�„O i S.{ y tJSs n.¢Mlk Ele wmIWF A aT1e6 • : ' : : : � N 9 B 1 oh P'�t�y ; rnm.+Ewe�a'raldw.ro..ca°oa�-'iw1 A• u FaLwm G y �a � o-meE OD957111 m yy1, DNOgilO Na •• • • • • Y MI 1�ad0 Yt «��••.,F�U t1 F8-0000719g aa.w MINE., mmo. �ovr urs., www nn It: •• •• ••bBn t(y c fodl�i CQp r Jr.P.E. ••• •' • • •• • �AAOBO.OUNIY TLO1ti0A Wa 44157 � an man ' 3 S}IEET 1t OF 14 1 � • '' ��iiilia/I/N ••• • • • • ••• • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • HORIZONTAL SLIDING WINDOW SCHEDULE 1 VIM XOX WINDOW MAX.A.S.D. MAX OPERABLE(X) DESIGN MAXIMUM MAXIMUM -MAXIMUM MAX OPERABLE(X) MAX FIXED``0) MAX•OPERABLE(X) MAX.FD(ED(0' ORFIXED(0 REQ•D CASE# PRESSURE WATERPRESSURE FRAMEWIDTH FRAMEMOff WINDOWWIDTH WINDOWWIDTN D,L.O.WIDTH D.L.O.WM D,L.O.HEIOHt GLASS RATING w1 w2 "0" "D° "b" TYPE I +100,430 psf. +16 psf, 111118' 03114" 371110' 37" 33 Ire. 3310 681/4' 200 II +100.-i p0f. +16 par. 11111811 03114' 281110' 66' 24 3/0 81" 66 414'. 20S III +00,•100 pot 4.13.6 psf. 111118° 74114° 371116' 37' 331/2 33112' 07114' 29A IV +90,-100 psi, 'M3.6 pat 111118" 741!4° 281110' 60" 24 314" 61" 87114' 20A V +100,•180 pot +15 psf. 08114" 63110 3210 32° 28318° 28 318" 66114° 208 O OR OX WINDOW MAxA.S.D, MAX.OPERABLE(X) DESIdN MAXIMUM MAXIMUM MAXIMUM MAX.OPERADLE(X) MA)LFIXED(0)) MAX.OPERAB(.E(X) MAVIXED((0) ORFIXED(0)) RB4D, CASE# PRESSURE WAT4RPRESSURE FMM91MOTH FRAMEH610HT WINDOWWIDTH WINDOWW(ATH D.L.O,WIDTH D.L.O.WIDTN DLO.HEIGHT GLA93 RA G w1 V12 "e "n" "b". WI I +100,460pat +16 pat 74114° 68114° 37116" 37118" 330118° 330110" 48114" 206 U +•100,430 pet, +16 pat 1 74114° 83114° 37118" 37118" 339110" 33 81169 1/2'O.0 90114" 200 1[I +90,-100 pat +13,BPat T4114 7M11/4" 37118" 37118° 330118° 330M8 071/4' 28A IV +100,•160 psf +16 pet, 801!4" 001!4° 30118" 30118° 28 8116° 280(18" 83114° 208 ,MAXIMUM ANCHOR- SPAC,1NG "SAD SCHEN.L.E.. 2 MEETING 571LE MEETING STILE NEGATIVE A.S.D. HEAD SILL REQUIRED ADDITIONAL SUBSTRATE ANCHOR TYPE DESIGN PRESSURE 11EADjSIlL JAMS ANBCHOR$ CONCENTRATION AT " RATINO(P5F) MEETING STILE 3•• 4°.-.. 4' g° FRAM 3" 3" 4" 4"- 3" 3 80 or lose 9"OF. 8°O.C. SEE DETAIL 2(8 ANCHORS) HEAD CONCRETE 1/A°m 111 BUuoEtt oA a av/p r 80 up to too 7 1/4'O-C, 7 1/4°0.0• SEE DETAIL 2(8 ANCHORS) OR BLOtpp TAPCON 20 (sat t r 100 up to 130 5 1/2°O.C. 5 1/2"O.C. SEE ukTAIl 2(8 ANCHORS) P 130 up to 1BO 4 31e O.C. 4 3/4°O.C. SEE DETAIL 2 g6 ANCHORS tJ OR�6 80 or Ions 9"O.C. 9"0.0. SEE DETAIL 1 (4 ANCHORS) OR 2Q AS APPLICABLE AS APPLICABLE METAL 1/4"i14 BUILOpt r 80 up to 100 9°O.C. 9'0.C. SEE DETAIL 2 (6 ANCHORS) //�� (SEE=oD/t) TE!<SCREiY b2 >100 up to 130 7 1/2'O.C. 7 1/2"O.C. SEE.Dam 2(0 ANCHORS) DETAIL1. DETAN z r 130 up to 150 0 5/8"O.C. 8 6/8°O.C. SEE,) 2 8 ANCHORS) AT HE � g��,�, AT hlILL 80 or Ines 9'D.D. 9°G.C. SEE DETAIL 1 (4 ANCHORS) 4 ANCHORS 6 ANCHORS, WOOD 00-114 tl1 11 NX >80I to 100 9"O.C. 9'O.C. SEE DETAIL 2(8 ANCHORS) (srt tme so/q ws �1 • • ° V. 1 • • ,C, 7O.C. SEE DETAIL 2(nANCHORS) I' t 1 • •0"O.C. 0'O.C. SEE DETAIL 2 6 ANCHORS tllrrfrrr�uT�i�,. @L01tIDADUtLDWOCODON. (HI9h4oloollyFWldoanaZoas) • • • • • • • • • LI agolzTmooINC, 8ERI6 1800DHIOHIMPACTHORIZONTA43 CMGWINOO •• ••• •• • • • •• PRODUCTRt�VISDD 11t \,V � •• ✓� uAn'o•% %1i00lICi IiFDIE'Y�d SEC oapfy(ugwl'allboFI0Tidn `�°y,.•'�\G SSC a LAROEMI881L@IMPACTRE818TANT btay.A.o. as C5aplylugtrltd the Flulfdl Bulldiit Cado q z pa �1 q® 200 WEST 76 ROAD OI/1Tr6 YY 19 6rAcWplptlOe No 4 �Yp ; VAWOF •i HIAIER,FL 33014TC4cee laqTeNo�• '/ to , b.- C9TINn 4 B ONIEIiflINO OOD1P Y PttONFa((306 968-biO3 • ••• ••• ••• I Fp%f(JDB 868-8896 • • • • • I: 1�IBn jJale 1 B onyo Pee6wm12-00.8 \ woi",(Sosfb7t-ts .ry t is t-tenr a gn adoProdu9 1 ? ty �• a moE UOeoon"ol ecm ; d,s oawTlNo no C�•'•., Ea-OW W 19 p rnm m• att ens to uwtMa ' •• •• • •• •• (yYiet a Ff u9•os .14 '�,pIgDAA nbi(b7�' p1°0r•to e' tt ' ••• • • • •• • tUAtA•OAOEOOWBY �� H4NA �11 sxaNl 12 ov It /gNtrrJ1 ff ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 15 (2) s ALED x w%e S. NOTCH 0m) . 15 27 SEALED >En 15 (Z) s�W/©S • I . 15 (2) s W/©s I t I i � • Norm � 27 i I rtapa �n I I NARO Na sly I 8 27 , CONT I . ALL AROUND ' � l { • I Ir - ' _ I , 27 I I • � CisNT: ALL AROUND i 27 i { CONT. I t ALL AROUND ' t 6A I { _ ' I _ t I 5 (2) #8 x 1" P.H. SMS SEUM W1 Q ••:• 1 J (2) #8 x 4" P-HgSMS • • • • •....• •. •. ...... •••••• • •••• • .••••• soaucr recta• • • • CORNER CONNECTION AT. VENT as /. B '=- �9 •••••• • • •••••• lay it +tuuiii� SCALE 1127= 1" •• •• ••••:• r� CsSePebLycB, Oa�,s� T1WT,j=T Ftotatx {gav« rtz re? • •..•••...•• UMIM4%?AOTtt MMHTALSUDWaF;ayt,.rt .; •••••• koDUcrr2BVr.SEb `Q @ �? LARGE WACTRESW MP •.iWftf�A BwWhsd tLa Flalida-� `+ -'.�^' : moi!igpp ,�g • 290.1E51�Je ROxDROxD C1/tG/72 :4000: 1 Htlec �iR[Y•t_ a:4 • • • mx 14 mvr rs�tc tt asm as�n•r rrc � • �(• • • tiT S r'N`\ CRlRSSAi`Sc�S.�GN•ct.�a9,FlSAee �� '12-Ot36 _ L�_ Cr 2 Paine t C 'a.Vin s pd)6) ffi C?\��\e, ®DOOfi��7�t9 �� ORAR4tC No ��'••• WALtBt A't11E31'Jr P£ �a vrnoa iAPE4I-QADE COU3d1Y RORI�,I tic 441�i7 w°0w '�� SMII'[406 IA- MIAM[•DADE �' ��( � � (� liIA11II-DADECOUN'l'Y . a v PRODUCT CONTROL SECTION 11805 Sit'26 Street,Room 208 DEPART►l'IENT OF REGULATORY AND ECON014IC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMIiNISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) �nvw.mian�idatte.gOY/ecoiiomv Doralum. Corporation 7040 N.W. 77 Terrace 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 Mialni 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)an(Vor the AHJ(in areas other than Miami Dade County)reseive the right to have this product or material tested for duality 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"100"Aluminum Out saving Doors w/wo Sidelites-Impact APPROVAL DOCUMENT:Drawing No.W13-03,Rev A,titled"Series 100 Alum Swing Door w/Sidelites", sheets 1 through 10 of 10(inclusive 3.1),prepared by Al Farooq Corp.,dated 01-30-13 and last revised on JUN 25, 2013,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitations: 1. See DP tables for X or XX in sheet 1 Door iv/sidelites(w/wo reinforcement) in sheet 3,.1.See Single sidelite (standalone)DP capacity in sheet 3. 2. See allowable mulled configuration in sheet 3.1,not to exceed(5)panels w/max two mulled sidelites. 3. Max door leaf width mulled with sidelites in sheet 33.1,shall not exceed=36-7/8". See active panel 4-paint locking or active panel dead lock-*v/manual bolts option in sheet 4. 4. Glass lites wider than 36"shall*have two setting blocks per FBC requirements. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fled and there has been no change in the applicable building code negatively affecting the performance of this product. • •• 000•• TERMINATION of this NOA will occur after the expiration date or if there has been a re'v3sion:6r cha�ige inlhe materials,use,and/or manufacture of the product or process.Misuse of this NOA as an end%,ajigent of axy •• Soo*:* product,for sales, advertising or any other purposes shall automatically terminate this NOAH FaH lre to comply with ;....; any section of this NOA shall be cause for termination and removal of NOA. .to :00 00 0 • . ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, fj(W44, and followed by.....0 the expiration date maybe displayed in advertising literature. If any portion of the NOA is Nspjayed,WAlf shall...... be done in its entirety. 0000.. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufactuter or Rs distlibutot•&and '•••' • 0 shall be available for inspection at the job site at the request of the Building Official. • • •••••• This NOA consists of this page 1 and evidence pages E-1,as well as approval document mentioned abot %p.' •; • The submitted documentation was reviewed by Ishaq L Chanda,P.E. NOA No.13-0219.07 1`iIAMI•®aou�t7UN7Y _ Expiration Date: July Oa,2018 Approval Date: July 04,2013 ' �. Page 1 �C r Doralum Corporation NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W13-03, Rev A,titled"Series 100 Alum Swing Door w/Sidelites",sheets 1 through 10 of 10(inclusive 3.1),prepared by Al Farooq Corp.,dated 01-30-13 and last revised on JUN 25,2013,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,pet 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 installation diagram of an outswing doors w/sidelites prepared by Fenestration Testing Laboratory Inc,dated January 14,2013,Test Report No 7086(FTL-12087),signed and sealed by Marlin D.Brinson,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, prepared by Al Farooq Corporation,dated 02/11/13,05/20/13 and last revised on JUN 25,2013, signed and sealed by Javad Ahmad,P.E. 2. GIazing complies w/ASTMS-1300-02&-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours&Co.,Inc. for their"DuPont Sentry GIass 4 interlayer",expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite©PVB interlayer", expiring on 12/11/16. 3. Notice of Acceptance No, 12-1231.10 issued to Eastman Chemical Company,(Former Solutia Inc.) for"Saflex color&clear interlayer", expiring on 05/21/16. .-. 6666 6666.. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest,1j6ppljd by Al larooq ,••••, Corporation, dated 01/25/13,signed and sealed by Javad Ahmad,P.U.... 6666.. 2. Lab compliance as part of the above referenced test rep ort. •••• ••••• 60.00. 6666.. 6666 . 6666.. G. OTHER 6666.. • a 1. Test proposal,dated 08/21/12 approved by Jaime D. Gascon,P.E. • ' ;••6;• •••' • • •0 • • • • • kE 6666.. I haq I.Chanda,P.II. Product Control Examiner NOA No. 13-0219.07 Expiration Date: July 04,2018 Approval Date: July 04,2013 )1-1 39 5/8"MAX. 76"MAX. DOOR FRAME WIDTH DOOR FRAME WIDTH (4)ANCHORS 4 4 . V Ma 11• AT STILES END `� 1 4"MAX. MAX. 4"MAX. 3• HFAO/SILL I�»- A HEAD HEAD/SILL Ip- Z CORNERS I SILL CORNERS 1 p' �� SURFACE APPLIED 0 �0Q1 t1 FALSE MUNTINS MAY BE USED pF �p�p t a0 •$ U / \ u 0t C /'ii 1 0 C / E 11\ wpptovedlummplY7eSw11dtht 0 IL 4 0 0 ; POINT i / DEAD BOLT •/�i i \\ h 1hlde Prat7d LL Z N d' LOCK OPTION I _Gi a v a LOCK OPTION //II , NN g w 'n "' ; SEE SHEET 4 ` SEE SHEEP 4 W M x �� m 2 DOORS SIOEUTES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT, v SHUTTERS ARE NOT REQUIRED. r--- \ z SERIES 100 ALUMINUM FRENCH DOOR 1V/ SIDELM APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS ACTIVE1(JACTIVE WITH OR WITHOUT SIDELITES. K N SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. ` J �Q SEE TABLES.1 do 2 FOR SINGLE OR DOUBLE LEAF DOORS CAPACITIES U r M ON SHEET 1. e MAx. SEE TABLE 3 FOR STATIONARY PANEL (0) CAPACITY ON SHEET 3. 8 z . 2S• �� 28" HEAD io SEE TABLE 4 FOR SIDEUTE AND SIDELITE MULLION CAPACITY ON D.L OPO. O.L.OPG. Ste• SHEET 4. g (6)ANCHORS THE LOWEST VALUE FROM DOOR CAPACITY TABLES OR MULLION 36 7/a° 36 7/a' AT STILE END CAPACITY TABLE WILL APPLY TO ENTIRE SYSTEM. LEAF 4WDTN LEAF WIDTH AT 3"O.C. 0 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE TYPICAL ELEVATION TYPICAL ELEVATION REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY ( X ) ( XX ) HURRICANE ZONE(HVHZ). DOOR OPTIONS 1BY OR 28Y WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TABLE [ TRANSFER LOADS TO THE STRUCTURE. o` TABLE 2 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS DOORS LOAD CAPACITY —PSF DOORS LOAD CAPACITY—PSF EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. v SINGLE DOORS (X) DOUBLE (XX) DOOR DIMS. LAMINATED GLASS DOOR DIMS. LAMINATED CLASS ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS FRAME LEAF FRAME FRAME LEAF FRAME ARE NOT PART OF THIS APPROVAL vnOiH WIDTH HEIGHT aT•(+) ��(') vnOTH moiH HDGIiT .4,) INr.(-) A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. ' 39-5/e"36-7/8" ea" 66.0 80.0 76' 36_7/8.1 6-7/8' 68" 65.0 60.0 MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS,THAT COME INTO 4 0 0 ••• • • • • CONTACT WITH OTHER DISSIMILAR.MATERIALS SHALL MEET THE REQUIREMENTS H NOTE: • • • • • • • • • OF CURRENT FLORIDA BLDG. CODE SECTION 2003.8.4. 0, COMPLIANCE WTTH•WRESS@EStUIfC S:TO �E J PtVLb•BY BLDG. OFFICIAL PER FPC, r1P LE• • • • • NO ••• •• • • • •• _ " Y "I JAVAD AHMAO 1 FLUSH BOLTS AND L`TO HEAD A%A MUST BEENGAGCML PEMODFS OF HURRICANE WARNING.LL DURING F CAX Q538 c g U • ••• ••• ••• • • DOOR LEAF HEIGHT(; FRAME HEIGHT - WIDTH " 6 b $ NOTE:' � • a : � • : � POOR LEAF WIDTH DOORS) = FRAME WIDTH - 2.750" 0 GLASS CAPACITIES ON THIS SHEET ARE •• • • • • • • • • DOOR LEAF WIDTH (XX DDORS) _ (FRAME WIDTH - 2.250-)/2 BASED ON ASTM El 300-04 (3 SEC. GUSTS) • •• •• •• • • • D.L.C. HEIGHT - FRAME HEIGHT — 12.250" drOwing no. AND FLORIDA BUILDING COMMISSION ••• • • • ••• • D.L.O. WIDTH (X DOORS) = FRAME WIDTH — 11.825" ,UN 2013 W13-03 DECLARATORY STATEMENT OCA05—DEC-219 D-LO. MOTH (XX DOORS) _ (FRAME WIDTH — 20")/2 8h00L _1 .f 10 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4ftu M (4)ANCHORS M AT STILES END-NN, 201 1/4" Z r m 41 3/4' 76» 41 3/4' 41 3/4` SIDELITE WIDTH FRAME WIDTH SIDELITE WIDTH SIDELITE WIDTH (4)ANCHORS k AT MULLION ENDS a E 4'MAX. 3� �F_'6-_�wJ 3� 6p0-3. 6pY-3.. o CORERS 1 F _ '�� q -I 7'� I F 3. y� ix i� I O�, o II 0 Q '{H i II 'I O aO S \\ •� x o 1 SIM O I M t< \\ 1 �1f j� * 0010 N \ /II \\ - ACTIVE.^� L �IrlACTIVE ° - 1 I` ` ; QOM G �1da 8 Idle Clsblag xttL tpC O HEAD v DiltC, 7/r SILL ROA/ oZ 38 5/8' 28` 38 1/4" 36 1/2' hlLgyl Dade Prodact ttd (6)ANCHORS D.L OPG. D.L.OPG. D.L.OPG. D.L.OPG. f G AT STILE END Dy .•�.H c AT 3`O.C. SURFACE APPLIED t p1K, (4)ANCHORS FALSE MUNTWSHI-PROFILE SIDELITE -8 AT MULLION ENDS MAY Be USED VLOW-PROFILE SIDELRE TOP&BOTTOM FRAME c TOP•&BOTTOM FRAME C TYPICAL ELEVATION ( OXXOO ) (SEE INSTRUCTIONS W SHEET 3 TO DETERMINE ENTIRE ASSEMBLY DESIGN LOAD RATING) NOTES.1.DOORS ARE VIED FROM OUTSIDE. _ •• ••• • • • • • •• 2.FRENCH DOORS WITHOUT INSECT SCREENS. a i i S•iDLLrP� d.P'1�OLlTS Engr.JAVAD AHMADCIVIL O GLASS D.L.O. DIMS. FIA,E J 70592 0 \ PM • •••- ••• ••• • •D.L.O. HEIGHT (HIGH PROFILE SIDELITE) - FRAME HEIGHT - 14.375" 838 • • ,• • • • • • 4.L0. WIDTH (LOW PROFILE SIDELITE) - FRAME WIDTH - 4.50" 31 31 .g • • • • • • k.LO. WIDTH (SIDEUTE) - FRAME WIDTH - 4.875" •• • • • • • • • CLO. HEIGHT DOOR = FRAME HEIGHT - 12.250" drowmg no. ••• • • • ••• •D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 11.625' 2013 W13-03 D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 20')/2 • sheat 2 of 10 • • • • • • • • • • •1 TABLE 3 42 3/4' 42 3/4' �U o , DESIGN LOAD CAPACITY - PSF FRAME VADTH FRAME IYIDTH 4'MAX. 4'MAX. FRAME FRAME STATIONARY HEAD/SILL HEAD/SILL f S 0 NEIGHS PANEL(0) CORNERS F CORNERS F� INCHES INCHES -57.-(+) INT.(-) � 1 41 3/4 65.0 80.0 d 42 82 7/2 64.8 79.5 Qj 45 60.3 74.2 a 48 56.5 69.8 41 3/4 65.0 80.0 a 42 64.6 79.5 V 45 84 80.3 74.2 48 56.5 69.6 i 0 Q p 41 3/4 65.0 80.0 42 90 64.6 79.5 ��• �� Q .;.41 45 60.3 74.2 u \� •� li'ZN 41 3/4 96 65.0 80.0 42 3/4 64.6 79.5 41 3/4 9E 65.0 80.0 42 3/4 63.5 78.1 � Z oW oOf C' IIAi7t. G� FtNC. m U SILL SILL 1° v .z ^ D.L.PG. O.L.OPG. g HIGH PROFILE SIDELITE LOW PROFILE SIDELITE 0 �pP77>rQd as tomply(a¢with oWld/bY e o tb1 NO ' 82tanlbAdePNxlacJ onlfol{ FRAME VAOTH w� TYPICAL ELEVATIONS •• ••• • • • • • •• 0 NOTE: s o GLASS CAPACITIES ON THIS SHEET ARE H i i ••i i i i i i BASED ON ASTM E1300-04 (3 SEC. GUSTS). • Engr.IAVAO AKUQ i dYIyL� CAN./78592 c 1 f• •• f •• •• • f• • • dfOWIfIIJ 00. W13-Q3 jU2 5 2013 sheet 3 of 10 • • • • • • • • • • I TABLE 4 39 5/8` 39 5/8° 39 5/8" 39 5/8` 39 MAX. SIDELITE SIDELITE MAX. SIOELTTE MAX. SIDELITE SIDELTTE MAX. SIDELITE MAX. V MULLION/SIDELITE DESIGN LOAD CAPACITY- PSF DOOR WIDTH WIDTH I DOOR WIDTH f DOOR 1YIOTH WIDTH DOOR WIDTH DOOR o SIDELITE. DOOR SIDELITE TO SIDELITE SIDELITE TO DOOR FRAME Vl. FRAME Vt. FRAME W. FRAME W. FRAME W. FRAME FRAME SIDELITE HEIGHT WIDTH WIDTH W/0 REINF. WITH REINF. W/O REINF. WITH REINF. / F f / / / \ O J INCHES INCHES INCHES EXT.(+)INT.(-)M.(+)IM.(-)EXT.(+) INT.(-)EXT.(+)INT.(-) 24 85.0 80.0 65.0' 80.0 65.0 80.0 65.0 BO.O C / " /• C /. /• X \ Q WE u. 30 85.0 80.0 65.0 80.0 65.0 80.0 65.0 80A rs /%; ; " %; / %; /% l% %% /fi 16, ' O 36 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 39 '(X(X) io J J J Q• 82 i/2 7B,(�) 41-3/4 65.0 80.0 85.0 80.0 65.0 80.0 65.0 BOA m \ \ J \ X H \ �p 42 64.6 79.5 64.6 795 64.6 79.5 64.6 79.5 \ \ \ \ p t n 45 60.3 74.2 60.3 74.2 60.3 74.2 60.3 74.2 C C' �d�44 48 56.5 69.6 565 69.6 58.5 69.6 56.5 69.6 \ AIL-Al \ / p•¢Plj a $ 24 65.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 p A Q OX0xoxC O xo)) ( ) xoo ( ) rc 30 65.0 80.0 65.0 80.0 85.0 80.0 85.0 80.0 f OX) OOX 3 a O 84 36 65.0 80.0 85.0 80.0 65.0 80.0 65.0 80.0 41-3/4 85.0 80.0 65.0 80.0 65.0 80.0 65. y 39 5/8"(X) SIDELITE 76`MAX. SIDELITE 76"MAX. SIDELITE SIDELITE SIDELITE 76" I - 0 80.0 WIDTH DOOR FRAME\Y. WIDTH ODOR FRAME W. WIDTH WIDTH tWDTH DOOR FRAME W. 42 84.6 795 84.6 795 84.6 795 84.6 795 45 60.3 74.2 80.3 74.2 60.3 1 74.2 60.3 74.2 O 48 $6.5 69.6 56.5 69.6 565 69.6 565 69.6 / \ / \ / \ 75 24 85.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 " J // J 30 85.0 SO.0 85.0 80.0 65.0 80.0 65.0 80.0 %r it •i %� % % 4), i; 3� 90 39 5/8"(X) 38 85.0 78.1 85.0 80.0 65.0 80.0 65.0 $0.0 !%i OF '!i' r r � r ♦ ♦ ♦ .r � 76'(XX) 41-3/4 65.0 69.0 65.0 80.0 65.0 795 65.0 1 80.0 42 64.6 68.6 54.6 79.5 64.6 78.6 64.6 79.5 Z M 45 1 60.3 64.9 60.3 74.2 603 74.2 1 60.3 74.2 \ / \ / \ / 24 65.0 80.0 65.0 80.0 65.0 80.0 65.0F- 80.0 \ / 11 \ / \ / i 11 W 30 65.0 753 65.0 80.065.0 74A O 96 39 5/8"(X) 36 63.8 63.8 55.0 80.0 65.0 88.8 65.0 80.0 OXX) STILE END O•'t- & 76'(xx) (XXO) (OXXO) SIDELITE XXO0) ` ANCHOR O 41-3/4 56.2 562 65.0 79.7 85.0 64.7 65.0 80.0 ( ) MULLION ANCHOR (OOxx SEE SHEET 1 U n M 42 55.9 55.9 64.8 793 84.8 84.5 84.6 79.5 SEE SHEET 2 SIDELITE76`MAX. SIDELITE SIOEUTE 24 65.0 80.0 65.0 80.0 65.0 75.5 65.0 80.0 WIDTH DOOR FRAME W. WIDTH WIDTH g O Z ta. 98 39 5/8"(X) 30 65.0 70.6 65.0 8" 65.0 695 65.0 80.0 ' Ogm 76"(XX) 38 59.9 59.9 SS.O 80.0 64.6 64.6 65.0 50.0 INSTRUCTIONS: / \ a 141-3/4 52.6 52.6 65.0 74.7 60.7 60.7 65.0 80.0 USE CHARTS AS FOLL0IYS. J / J 1. SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM TABLES I OR 2 ON SHEET 1. ' 2. SELECT SIDELITE AND SIDELITE MULLION CAPACITY FROM \ E TABLE 4. \ // X ❑$ 3. LONER VALUES FROM STEPS 1 OR 2 WILL APPLY \ / 00 TO ENTIRE SYSTEM. \ / III III C 4. SELECT LOCK OPTION AND CORRESPONDING APGT01Yd Aa faJa{IjIOB1/1wl MAX.DESIGN LOAD FROM SHEET 4. ky"ll De"ml OXXXO;XOO MAK 5 PANELS NOAN B1WM1 A*P�� e d- REINFORCING • • • • •• NOTE. °$ AS4M�O0 REINFORCING nr_l.�'.�..L_(. Hvt..�- GLASS CAPACITIES ON THIS SHEET ARE / �} AS REOD. 1 BASED ON ASTM E1300-04 3 SEC. GUSTS E o i J 0:7SEE CHRRT••• • • HO SEE CHART O AND FLORIDA BUILDING COMMISSION o •• • DECLARATORY STATEMENT DCA05-DEC-219 n • ••• •• • • • •• Ergr.JAVAD AHMAD .I p CNiL I ad p AC.A.N.3538 92 • ••• •• ••' 69�f8"•(X)• 39 5/8°(X) • • SIDELITE MOTH SIDELITE WIM • •76 (I�) • SIDELITE 4VIDTH 76°(XX) dfowing f10. •• •00 •fRAA1Fj 1'i6 F. DOOR FRAME WIDTH SIDELITP6•TD SIFELITE WITH D60RS �••• SIDELITE TO DOOR J� I ZU13 W13-03 • sheat 3.101 10 ••• • • • • ••• • • • • • • • • • • • • LOCK OPTIONS: �u o ACTIVE LEAF: ACTIVE LEAF: HINGES SURFACE MOUNT DEAD BOLT LOCK 4 POINT LOCK SYSTEM BY'INTERLOCK'AT 38-3/4' 3-1/2'X 7-5/8'X.122'THY. EXTRUDED ALUM HINGE n AT 44-3/4"FROM BOTTOM,KEY OPERATED ON FROM BOTTOM PART IFD-107 BY SULLIVAN&ASSOC. Z m EXTERIOR AND THUMB TURN ON INTERIOR HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS 3 HINGES PER LEAF FASTENED TO ACTIVE LEAF LOCK STILE WITH ENGAGING AT HEAD AND SILL AT 9"FROM TOP AND BOTTOM AND AT MIDSPAN (2) #10-32 X 2"OH MS KEY OPERATED ON EXTERIOR AND THUMB TURN ON N (2) y8-32 X 1/2'FH MS INTERIOR (SPACING NOT TO EXCEED 40'O.C.) a �• LEVER TYPE METALLIC HANDLE AT 38-3/4'FROM HANDLE FASTENED TO LOCK STILE WITH HINGES FASTENED WITH X10 X 1'FH SMS d O BOTTOM, FASTENED TO ACTIVE LEAF LOC(STILE (2) #8-32 X 2'OH MS (5) SCREWS AT HINGE STILE d WITH (2) e8-32 X 1-1/4'PH MS. CENTER LOCK FASTENED TO LOCK STILE WITH (6) SCREWS AT FRAME JAMB AND (2) 18-32 X 1/2"FH MS (2) 012-24 X 1/4'FH MS 0:0 0 a CONCEALED FLUSH BOLTS BY'REGENT' ()C MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, INACTIVE LEAF: 00 F LOCATED AT 11-1/2'AND 87-1/2"FROM BOTTOM c R Q Q FASTENED TO LOCK STILE WITH CONCEALED FLUSH BOLTS BY'REGENT' 88-32 X 1/2'FH MS(2)SCREWS PER BOLT MANUALLY OPERATED LEVERS MOUNTED ON 0 0 C a INSIDE FACE OF STILE LOCATED AT INACTIVE LEAS 11-1/2'AND 87-1/2'FROM BOTTOM Q L4 CONCEALED FLUSH BOLTS BY'REGENT' FASTENED TO LOCK STILE WITH _ MANUALLY OPERATED LEVERS MOUNTED ON Be-32 X 1/2'FH TO MS(2)SCREWS PER BOLT z INSIDE FACE OF LEAF STILE LOCATED AT Q `� 11-1/2"AND 87-1/2'FROM BOTTOM FASTENED TO LOCK STILE WITH #8-32 X 1/2'FH MS (2) PER BOLT ' 3399 5/8' 76. 39 5/8' 76' ; U3 6663�III 0 oWW: m a I I U S M M ACTNE\ ACTIVE I INACTIVE ACTIVE \ ACTIVE I INACTIVE Q n 0 3/16'HEAT STREN'O GLASS 3/16'HEAT STREWD GLASS 3/16'HEAT STREN'D CLASS hpprayed tuwmrT11ntMithtk .090 INTERLAYER .090 INTERLAYER .090 INTERLAYER F19tI1.11pIQjrq Gottc SAFLEX PVB BY'SOLUTIA' BUTACITE PYB BY'DUPONT' SENTRYGLAS BY'DUPONT' MpA_�.�I1Gr1�i T 3/16"HEAT STREN'D GLASS 3/16'HEAT STRENT GLASS 3/16'HEAT STREN'D GLASS Miaml uaat t'roduct t IIv1 4 SILICONE SILICONE SILICONE GE 2800 CE 2800 CE 2600' uuuc m SILICONE SILICONE SILICONE m z w GE�QO ••• y CE4t&00 GE 2800 i0 N • • t0 f� • • •• b , t0 . f En9n JACM ANNAD 1 II II 1 1 III I I I P t 1 II II i CML I FLA PE t 70592 o I CAN. 538. ` O I�, 19 � ••• •� � • �• ••• is i ♦ �� $ 1 GLASS TYPE•'G.' • In GLASS • ME 132- GLASS TYPE 'G3' GLAZING DETAIL AT SIDELITE Browing no. 201 W13-03 ••' ' • • GLAZING OPTIONGo go 0 S , sheat 4 or t0 • • • • • • • • • • ••• • • • ••• • TYPICAL ANCHORS1BY WOOD BUCK 2BY WOOD BUCK EDGE DIST, SEE ELEVATIONS DIST. SEE NOTE SHEET 1 OR URE n FOR SPACING 2CCE "' 1 NOTEEET 1 STRUCTURE 1/2•MIN, •• • >, e. EDGED EDGE DIST. THROW BOLTS n > I i Z • j I PENETRATION cotCREM O k F•6a a E .alpz O � 23 _, � O I I + n 1 Mgr Og n TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS O SEE ELEVATIONS K�+ S II II 22 SEE ELEVATIONS SEE ELEVATIONS ____—_— --- 0 e,Q 4 4 11 I G 1 i I 18 FOR SPACING FOR SPACING FOR SPACING j _�E COUNTY APPROVED I j O`�pNp CLIPPED MULLION I t I I I SEE SEPARATE NOA L .1 II II 4.ztA.: 3 4•---------- ------�I J --J Qz110 WOOD BUCKS AND METAL STRUCTURE NOT BY DORALUM a MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM O j 'i LE j AND TRANSFER THEM TO THE BUILDING STRUCTURE. $ TYPICAL ANCHORS � TYPICAL ANCHORS: SEE ELEV.FOR SPACING SEE ELEVATIONS I ' FOR SPACING II Z i 1/4" DIA. ULTRACON BY 'ELCO' (FV-177 KSI,Fy-155 KSI) O w I nn INTO 2BY WOOD BUCKS OR WOOD STRUCTURES F c� o h 4 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) o a�3� O ATHRU 1B BUCKS INTO CONC. OR MASONRY r n m o 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) W O^q Z w i 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) V M W II'I DIRECTLY INTO CONC. OR MASONRY z w " 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) o 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) C)o d it Ii 1/4* DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI—RADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES (HEAD%SILL/JAMBS) STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) s ALUMINUM : 1/8" THK. MIN. (6063—TS MIN.) I i i I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) c I I 1 1 1�ppro Yed an o mplying whh tht TYPICAL EDGE DISTANCE polre an ) INTO CONCRETE AND MASONRY = 2-1/2" MIN. IN INTO WOOD STRUCTURE = 1" MIN. Mlatn Uedeltod9ctCaetrol O INTO METAL STRUCTURE = 3/4" MIN. py _� 0`"II N 11 CONCRETE AT HEAD. SILL OR JAMBS t'c - 3000 PSI MIN. 2 II • • ) • • • • • •• .2 gull g I I • I I • • • • • C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. 0 I I 1 1 • • • • 1 • • • • • • ANCHORS MAY BE HEX OR FLAT HEAD. ••• • • • •• Engn JAYAD AHA{AO p CML rQ9 WEEP SLOTS - •.::=a FLA.PE Y 70592 o ro OPTIONAL : ' °•• CONCRWjE' v3535 �. ii •••• ••i • • • •EDGE DIST• • TY•PICAL MtHORS • O SEE ELEVARONS 1/2"MIN. • • • • • Browing no. •• •FOR�SPACI • • • PENETTHROW BOLT • •• • •• PENETRATIONOPEI•YSIt PANR. • • •" • DOOR DETAILS W13-03 •>I� �� 01� sheet 5 of10 ••• • • • • ••• • • • • • • • • • • • • Q � T VIAA�' Qg EDGE DIST. �m� 6\ Dt^n EDGE DISE. Go* yp • •• L — 0000•• ••• O Arc 0000•• q 0 0 • • • • • eaJl N ae� N 0000•• • _ y a 0000•• • ., � _ � 0000 • II • 0000• • • ., Tr • • • ••• •0000• 0 • •0000 o i •6000• 0 0• 0 ••••• 600• • • 6.0 • 0 it m0 0 • • filil � • • m w i 13 0.0060 ••000 W • Ii I I I! m I I I I o O0 �V � O ;LI }�� 'EDGE'DIST. t ao•' " m� I I� II ON �O II zm� o 0 0 v c eIn h if ci Z a C Irr r d O EDGE DIST s n � o dots 0I_30_13 TOVie)ons: SEWS$-100 ALUM SWNG DOOR W/STORM(LMI) AL-FAROOQ CORPORATION a e e6Cn an ENGINEERS&PRODUCT DEVELOPMENT (A OS.00.1J FZ M RSR�" DORALUM CORPORATION S.W. AVE MIAMI, a / MIAMC 7040 N.W. 77 TERRACE I,FLORIDAFLORIRI DA 33174 dr.Dy TARO MIAMI, FL. 33166 TEL(306)2e4-si00 FAX(3O5)2625978 O W P ehk ty. TEL(305)884-3922 FAX(305)884-1464 COMP-ANL\Wi3-03DAC 1 FRAME HEIGHT z d, LA D.L OPC. Co OO EXTERIOR - ------------�= 0 • � • • •• ail v • • • N II � � •••••• s• I • II d ro • • • ••r•. ; 4-4-4-4- a-aaaaaaaaaaaa 04-4-4-4-4-4- aaaaaaaan�� , • K a > D hymn O •t•••• > ••• 1/err x �Dg • 5111.1•••• zoo 3/8"••••• �j 0 3/8•MAX. �O • • �i A ° SHIM SPACE N ••••• • •••• �g � • •• • FRAME HEIGHT • • • •••• •••••• •a' m� •as D.L.OPG. • • S O •••••• 0 0 •.•• Be • •• EXTERIOR • • a :A• • n 7• I' -=-r c= _=a _._.____=c==-r - ••Z0-.0 _ _ _ _ _ Marl• y d' } d. L- A A lmR� • l _ e n �n Q�g aio y o0 a a L r 3/8'MA, SHOd SHIM SPACE y�pnm EDGE DIST. I0PF ' 0 N O ' li tl A . II 1 II G I rV�y! I o I CW-'J m o y v � Wl ex Ex 212, � = o t7 Ii I r t I. i m • S I I O m �cm � m O \ a aetc of-30-t3 SERES-100 ALU1d SwMG DOOR W/SmELIiES(LYJ) AL-FAROOQ CORPORATION a m _ no date eecn ton •^ {�3/8•n 1• A OA&1 1tfl PER Wt COMIERI9 DORALUM CORPORATION ENGINEERS&PRODUCT DEVELOPMENT V W 1235 S.W.87 AVE 7040 N.W. 77 TERRACE MIAMI.FLORMA33174 p MIAMI, FL. 33166 TeL(�264-8100 FAX POS)262.6976 C O W P d+Y.pY• TEL(305)884--3922 FA%(309)884--1464 CObtP-ANL\W13-03DAC 0000.. 0000.. 0000.. • 0000.. 0000.. 0000. ...... 0000. , 0000 0000.. , 0000 0000.. 0000.. 0000.. .. •0 0000.. 0 0 . .. 0000.. 0000 . . 0060 �P$ a X X 11 A A 1 N X m N D O A O b O O O m N � b m O N IAO H r U] z m O p 9 }_n E �i z o o my $ tCp gni `n (off 0 0 0 0 n p 1- r- C, n S 2i 2 O 2 A 2 N A f0 C� yn C SI O t'n E 1-L v F g Npz E g g t.. N � � Op�1 WW mp� qq WW qq QQ11 'i s y W oW O p OWW ppppb1 � W Oq WWO y Op, o O o m O O O H I i 1 I 4 4 G G W W 4 Lf L, 41 & W OOWff W -li 1 = y1 ti Z �1 . ..la 4-11 S rrtu• +OO # N N A N W � m .W .W .N .W W W m W W 8 [" Q'3I I y R I 1 1 1 I 1 1� 4 8 � Zp �,I' Z ❑N a ale: 01-39-13 r tons: sERIFS-100 ALUM S*NG DOOR W/SIDaM(L L) AL-FAROOQ CORPORATION a T no o e esen wn O DORALUM CORPORATION ENGINEERS E.7 PRODUCT DEVELOPMENT f A 05.98.1 �v.PFA PER fbeVIEV18 0° C.r•1 7040 N.W. 77 TERRACE MIAMI,FLORIDA 33174 /. ° p = °`'° 1-""° MIAMI, FL. 33166 TEL(305)264.6=0 FAX(3057 262-6978 � W o ehk.ey: TEL(305)885-3922 Fax(305)885-1464 coMF-ANL�w13-o3DAc 1 . + O to O W O o O u o64 o � r o � v In rn m m • • • m I i ••••i • of • W F=--'o--�•1 0 • O •�� • '7� • N m V V m • liL• • •• �� O �� O 0 O O 9 IA ••••• = T • v•• p O = m _ �NI • • rR • V C A Z NN Irn ,• • O • • �1••m N m '> En In pO b n b N -0 A o A V •••••• • •• �• a,:• O• C .Alli— _ m • • ♦- I • • I I m �•I • • •II m.� -�I m h- SD � •••••• •••�� Fes---� �W � b E � O O O m Nr-� M � CA' N C m En F N N { A mm m --1 UI W m C N G] —d• � Jtl � N N F- �� I •mil' I � o �p Z co 00 � I N (�7 W'• m m ''f1 � m N O O DOOR JAMB SIDE 71 pw N C z D C I Z ® ®} ® Zi' ® ® N N m Z + + N 1^ 3 T o 2 i m O+ © a N �ST0.E SIDE L ZI Li V m r ' 71�.�SO�S•� tr+$ . s ad—to 01-3o-u revisions: SERIES-100 ALUM SWNG DOOR W/SIOEI O(ULL) AL-FAROOQ CORPORATION a T no date esen o0 ENGINEERS&PRODUCT DEVELOPMENT 3/8 , A �o&+ •PER DORALUM CORPORATION 1O W m' 7040 N.W. 77 TERRACE MIAMI FLORIDA A331�4 C ° I MIAMI, FL 33166 TEL S��28d3aoo FAX t zsz-697s O p W P Uk.bY• TEL.(309)884-3922 FAX(30.5)884-1464 COMP-ANL\W13-03DAC om a • •• •• \ \ •� ••• m \ \ v V \ -i \ o m \ �. O O z C � z Z 'meg a w s \\\ � YC 1,92 -t- o1-30-13 revisionsSERIES-IC0 ALUM SWNG DOOR W/SIDEIM(W.I.) AL-FAROOQ CORPORATION a o o e escn on ENGINEERS&PRODUCT DEVELOPMENT tA 08.06.1 1"..PSR trot COWAW LDORALUM CORPORATION ITx2235 S.W.87 AVE 0 N.W. 77 TERRACE MIAMI.FLORIDA 33174 srMI. FL 33166 r>Z(3os�seasioo PAX(305)262$978 O Uk q: (309)884-3922 FAX(305)884-1464 COMP-ANL\Wti3-030AC