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WS-14-573Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-209551 Permit Number: WS -3-14-573 Inspection Date: August 29, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: WILLIAM J. JURBERG, R. ANDREW DE Work Classification: Window/Door Replacement DACC Job Address: 9350 NE 12 Avenue Miami Shores, FL 33138 - Project: <NONE> Contractor: COCONUT GROVE GLASS AND MIRROR CORP. Buildina Department Comments Phone Number (305)609-3851 Parcel Number 1132050070150 Phone: 305-634-3420 INSTALL NEW IMPACT 38 WINDOWS AND 6 DOORS Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed 09 Stairwell enclosure and bridge area 2 floors. Eng. letter enclosed Failed El Correction Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. For Inspections please call: (305)762-4949 November 06, 2014 Page 1 of 1 July 17, 2014 Village of Miami Shores Building and Zoning Department 10050 NE 2nd Avenue Miami Shores, Florida Attn: Building Official Re: Residence Permit # WS -3-14-573 9350 NE 12th Avenue Miami Shores, Florida 33138 Dear Sir; This letter is to advise that the 2 x wood bucks shall be installed into the existing masonry openings with W Tapcons placed 4" from the ends and at 12" on center and staggered along the buck. The aluminum store front windows shall be anchored thru the bucks and into the masonry opening with 1 W embedment and in compliance with the anchoring requirements of the Product Approvals. Please call if we can provide any additional information. Very trulou P.E. President ACORD. CERTIFICATE OF LIABILITY INSURANCE4 9TE2( O1� NYYY) PRODUCER Phone: 305-556-1488 X242 Fax: 305-556-3680 NSI Insurance Group 8181 Northwest 154th Suite 230 Miami Lakes FL 33016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED Coconut Grove Glass & Mirror Corp. 3660 NW 41 St Miami FL 33142 INSURERA. Granite State Ins CO 23809 INSURERB:FOCI Commercial Ins Co 33472 INSURERQMt Hawley Ins Co 37974 INSURERD:FCCI Insurance Co 0178 INSURER E. COVERAGES 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDI TYPEOFRUPJRANCE POUCYNUE!>BER POUCYFFFECTWE POUCYEXPIRATIONLTR LRAfTs A GENERALLY' 02 -LX -011740772-0 4/20/2013 4/20/2014 EACH OCCURRENCE $1 000 000 ETORENTED PREMISES Ea or $100,000 X COMMERCIALGENERALLWBILITY CLAIMS MADE IX -1 OCCUR MED EXP (Any arm person) $5,000 PERSONAL & ADV INJURY $1,000,000 GENERAL AGGREGATE $2.000,000 GEN1 AGGREGATE UMITAPPLIES PER: PRODUCTS-COMPIOPAGG $2,000,000 POLICY PRO Loc B AUTOMOBILE X UABIUTY ANYAUTO CA 0004471 9 4/20/2013 4/20/2014 COMBINED SINGLE LIMB (Eaao*Iwft) $1,000,000 BODILY INJURY (P -P—)$ ALLOIMIdED AUTOS SCHEDULEDAUTOS BODILY INJURY (P-acx ,c) $1,000,000 X HIRED AUTOS NON-OwNEDAUTOS PROPERTYDAMAGE $ (Pei' rd) r,ARAGEUABRHY AUTOONLY-EAACCIDENT $ OTHERTHAN EAACC $ ANYAUTO AUTO ONLY: AGG $ C EXCESSAIIIIISRELLALIABILITY EMX0317969 5/29/2013 5/29/2014 EACHOCCURRENCE $1,000,000 AGGREGATE $ X I OCCUR CLAIMS MADE $ DEDUCTIBLE $ RETENTION $ D WORKERSCONPENSATIONAND 001-WC14A-42367 3/1/2014 3/1/2015 X WTow umn- oTH- EL EACH ACCIDENT $ 1 000, 000 EAIPLOYERS' LIABILITY ANY PROPRIEI'ORIPARTNERIDIFCUTIVE OFFICER/MEMBER EXCLUDED? No E.L. DISEASE - EA EMPLOYEE $1.000,000 E.L. DISEASE - POLICY UMIT $ 0 If yes, desalbe urMer SPECIAL PROVISIONS below OTHER DESCRumaN OF OPERATIONS/ LOCATIONS/VEHICLES /EXCLUSIONS ADDED BY ENDoRSEmENTl SPECIAL PR0vwONS Coconut Grove Glass & Mirror Commercial Glass and Glazing Company icence#17767 1`C0TiVIf1ATC Nnl I'1FR r_AN('Fl 1 ATIAN ACORD 25 (2001/08) QAGVKU uuKrvm wn ivoo SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER Miami Shores Village WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE 10050 NE 2nd Avenue CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO Miami. Shores FL 33138 SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHOR REPRESENTATIVE ACORD 25 (2001/08) QAGVKU uuKrvm wn ivoo Miami Shores Village �f T Mai � � ao� � Building Department 4 10050 N.E.2nd Avenue, Miami Shores, Florida 33138; Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC 20 L,3 BUILDING Permit No. (ps 11— 5-7 7�S PERMIT APPLICATION Master Permit No. 19C-1 3 6vS& Permit Type: BUILDING ROOFING JOB ADDRESS: l 3 s0 /V E I Z A V C' City: Miami Shores County: Miami Dade Zip: 37137 Folio/Parcel#: /%- 32.0 S - Q07 - dl S'0 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): W 0 j v rj N4 -Soti. h 'Yu ✓1rr r a Phone#: Address: S70\ A.; ISsraJ�„e d -- City: M r: t^� State: FL Zip: -3312:7 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: tfe. e: oa L4 &a-ge- 5%!%SS gwrJ M:.rve>rPhone#: SOS' G3q-3V&o Address: 3(0(00 A.OW N1 Si' City: AA %* g AAi State: r—jov i d o f Zip: 331 YZ Qualifier Name: W,, c4-,% V q d @ s Phone#: 3o9 -(P34 -34Z0 State Certification or Registration #: 117 (07 Certificate of Competency #: Contact Phone#: cif —3 ZO Email Address: �'oCcavui3- c.rdve \9S j&So%lk,..4oU DESIGNER: Architect/Engineer: j'd % 5"!g6ees Phone#: -7O,S - Lgq -T3'43 Value of Work for this Permit: $ /(06j000` 00 Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration Description of Work: Color thru tile: ❑New ❑Repair/Replace ❑Demolition MAI Submittal Fee $50. 00 Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $_ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 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 apprVPN and a reinspection fee will be charged er or ;gent The foregoing instrurentwxas acknowledged before me this 18' day of , 20 a, by LtJiIII Ri SRL , who is personally known to me or who has produced -9 .4e— As identification and who did take an oath. NOTARY PUBLIC: Print: My Commission APPROVED BY PAY COMMISSION @ EE M2M EXPIRES: September 28.2014 BMWW Thru Nowt' Nft Umteiwan 40 Signature ntractor The foregoing instrument was acknowledged before me this day of , 201 - , by /�/QStZO who is ersonally known o me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Print: My CommissE.–REM1.1 My tONH141S V ## EE MM EXPIRES: September 29, 2014 8W.M Tt" Notary tlmleiwr M �ask��h�k�k�k�kMaH��k�ksk�sok�sk�h��l?�k�k�k�sk�*�ask�kzx�k�F��k�I+�F��H�Ha�##�k�k�k��k�S�R:k�;e�kHa�ksk�a�k��k 1/11 Plans Examiner e4 Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Zoning Clerk :*OF ICE OF Detailed Report Property Information Folio: 11-3205-007-0150 Property Address: 9350 NE 12 AVE Owner R ANDREW DE PASS JTRS WILLIAM J JURBERG JTRS Mailing Address 9350 NE 12 AVE MIAMI SHORES, FL 33138 Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL - SNGLE FAMILY 1 UNIT Beds / Baths / Half 5/3/1 Floors 1 Living Units 1 Actual Area 3,798 Sq.Ft Living Area 2,908 Sq.Ft Adjusted Area 3,621 Sq.Ft Lot Size 19,166 Sq.Ft Year Built 1957 Assessment Information Year 2013 2012 2011 Land Value $349,780 $331,188 $275,990 Building Value $232,967 $267,656 $269,328 XF Value $0 $582,747 $0 $598,844 $0 $545,318 Market Value Assessed Value $582,747 $224,076 $217,550 Benefits Information Benefit Type 2013 2012 2011 Save Our Homes Cap Assessment Reduction $374,768 $327,768 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,0001 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Generated On: 3/18/2014 Taxable Value Information 2013 2012 2011 County Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $532,747 $174,076 $167,550 School Board Exerrpfion Value $25,000 $25,000 $25,000 Taxable Value $557,747 $199,076 $192,550 City Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $532,747 $174,076 $167,550 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $532,7471 $174,0761 $167,550 The Office of the Property Appraiser is continually editing and updating the tax roll. Thiswebsite may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp (hftp://www.miamidade.gov/info/disciaimer.asp) Generated On: 3/18/2014 Property Information Folio: 11-3205-007-0150 Property Address: 9350 NE 12 AVE Building Information Building Number Sub Area Year Built Actual Sq.Ft. Living Sq.Ft. Adj Sq.Ft. Calc Value 1 1 1957 3,173 2,908 2,996 $211,592 2 1 1957 625 0 625 $21,375 Extra Features Description Year Built Units Calc Value The Office of the Property Appraiser is continually editing and updating the tax roll. Thiswebsite may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp (http://www.miamidade.gov/info/disrlaimer.asp) THE wgnll OFFICE OFV11,511 Generated On: 3/18/2014 Property Information Folio: 11-3205-007-0150 Property Address: 9350 NE 12 AVE Roll Year 2012 Land, Building and Extra -Feature Details Land Information Land Use Muni Zone PA Zone Unit Type Units Calc Value GENERAL R-25, R-26 1400 Square R. 19,166.001 $349,780 Building Information Building Number Sub Area Year Built Actual Sq.Ft. Living Sq.Ft. Adj Sq.Ft. Calc Value 1 1 1957 2,996 $243,590 2 1 1957 625 $24,066 Extra Features I Description I Year Built I Units i Calc Value I The Office of the Property Appraiser is continually editing and updating the tax roll. Thiswebsite may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.govrinfo/diwjaimer.asp (http://www.miamidade.gov/info/diseialmor.asp) OFFICE `:,5 APPRAISER Generated On: 3/18/2014 Property Information Folio: 11-3205-007-0150 Property Address: 9350 NE 12 AVE Roll Year 2011 Land, Building and Extra -Feature Details Land Information Land Use Muni Zone PA Zone Unit Type Units Cale Value GENERAL R-25, R-26 1400 Square R. 19,166.00 $349,780 Building Information Building Number Sub Area Year Built Actual Sq.Ft. Living Sq.Ft. Adj Sq.Ft. Calc Value 1 1 1957 2,996 $245,103 2 1 1957 625 $24,225 Extra Features Description Year Built Units Calc Value The Office of the Property Appraiser is continually editing and updating the tax roll. Thiswebste may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hnp://www.miamidade.govriinfo/disrAaimer.asp (http://www.miamidade.gov/info/disclaimer.asp) z OF THE PROPERTY APPRAISER OFFICE Generated On: 3/18/2014 Property Information Folio: 11-3205-007-0150 Property Address: 9350 NE 12 AVE Full Legal Description 5-6 53 42.44 AC PL OF GOVT LOT 4 PB 5-90 BEG 200FTE OF NW COR OF S80FT LOT K TH S TO S/L OF LOT L El20.80FT NELY151.8FT W TO POB LOT SIZE 19166 SQUARE FEET OR 16575-1968 0794 5 (CORR DEED) Sales Information Previous Sale Rice OR Book -Page Qualification Description 10/10/2012 $756,100 28335-0257 Qual by exam of deed 07/01/1994 $0 16575-1968 Qual by exam of deed 10/01/1993 $145,500 160943669 2008 and prior year sales; Qua[ by exam of deed 02/01/1993 $0 15803-0275 Qual by exam of deed The Office of the Property Appraiser is continually editing and updating the tax roll. Th[swebsite may not reflect the most current Information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disrlaimer.asp (hftp://www.miamidade.gov/info/disrlalmer.asp) '4CCORCERTIFICATE OF LIABILITY INSURANCE D /DD/YYY1f7 3//19/19/ 2014 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 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 policy(les) must be endorsed. If SUBROGATION IS WANED, 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 NSI Insurance Group 8181 Northwest 154th Suite 230&MAIL Miami Lakes FL 33016 CONNAMTACT Laura Cardoso PHONE FAX WD No (305)556-1488 Nol: ADDRESS:laurac@nsigroup.org INSURER AFFORDING COVERAGE NAIC # INSURER A:Granite State Ins Co 23809 INSURED Coconut Grove Glass & Mirror Corp. 3660 NW 41 Street Miami FL 33142 INSURER B Xt Hawley INSURERC:FCCI Insurance INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER -2013 Rnwl 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. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCElmwa ADDL SUBR POLICY NUMBER POLICY EFF M D POLICY EXP M D LIMA GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A COMMERCIAL GENERAL LIABILITY CLAIMS -MADE ®OCCUR 2-L%-011740772-0 /20/2013 /20/2014 DGE ToB PREM S S EaENTEoccurrence)$ 100,000 MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GE N'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 2 i 000, 000 S I POLICY JrCTPRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident 1,0001000 BODILYINJURY (Per person) $ C S ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS CA 0004471 10 4/20/2013 4/20/2014 BODILY INJURY (Per accident) $ X NON -OWNED HIRED AUTOS % AUTOS PROPERTY DAMAGE Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ 1,000,000 AGGREGATE $ 1,000,000 B$ EXCESSLIAB CLAIMS -MADE 0317969 DED I I RETENTION $ `, WORKERS COMPENSATION% AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y / N OFFICER/MEMBER EXCLUDED? ❑ (MandatorylnNH) N/A 42367 03/01/2014 3/01/2015 WC STATU- I OTH- E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/ LOCATIONS /VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) 30 days notice of cancellation except 10 days for nonpayment of premium heti i Iru;A I t MULL1tH CANCELLATION City of Miami Shores 10050 NE 2nd Ave Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Seikaly/LAURA Qi C_ — S ACOHD 25 (2010/05) @ 1988-2010 ACORD CORPORATION. All rights reserved. INS025 oninnm ni Tho Ar npn name and Innn aro ranlotararl market of Of _non Municipal Contractor's Tax Receipt Miami—Dade County, State of Florida THIS IS NOTA BILL -DO NOT PAY MC CC NO: 000017767 BUSINESS NAMFJLOCATION RECEIPT NO. EXPIRES COCONUT GROVE GLASS & MIRROR NEW BUSINESS CSEPTEMBER 30, 2014 3660 NW 41 ST 74380"Must be displayed at place of business MIAMI, R. 33142 Pursuant to County Code Chapter BA - Am 9 & 10 OWNER TYPE OF BUSINESS PAYMENT RECEIVED GROVE GLASS &MIRROR SPECIALTY BUDDING CONTRACTOR BY Tyr COLLECTOR CORP 175.00 09/26/2013 0225-13-001300 MOFar mar information, vises Calton Local Business Tax Receipt Miami—Dade County, State of Florida THIS IS NOTA BILL- DO NOT PAY 4571932 BUSINESS NA MLOCATION RECEIPT NO. COCONUT GROVE GLASS & MIRROR CORP RENEWAL 3660 NW 41 ST 2962984 MIAMI FL 33142 OWNER BEC. TYPE OF BUSINESS COCONUT GROVE GLASS & MIRROR 214 RETAIL SALES CORP Employee(s) i l SEPTEMER 30, 2014 Must be dupla et plata of businew Pursuant County Coda Chapter -A.9&10 PAYMENT RECEIVED BY TAX COLLECTOR $8250 08/06/2013 TXHSI-13-042970 This Local Business Tax Receipt only coo0rms payment of the Local Buslaess Tar. The Be%gls not a Room, pmmH mveremeuuml reguletary &hu huiesti re vg:Ladm which app sesa H comply wRh Bolt aovaromaotal or to The RECEIPT NO. above must be d s*yad an all commercial vehicles -Mind -Dada Code Sed Sa-= For more Ida rmatlon tdaDwww.miemlded,,goWm�rddlledrr 4116 come Local. Business Tax Receipt Miami—Dade County, State of Florida THIS IS NOT A BILL - DO NOT PAY 1915736 BUSINESS NAMEMOCATION RECEIPT NO. COCONUT GROVE GLASS & MIRROR CORP RENEWAL 3660 NW 41 Sr 2021079 MIAMI FL 33142 EXPIRES SEPTEMBER 30, 2014 Must be displayed at plaza of business Pursuant to County Cade Chapter BA-ArL 0 & 10 OWNER BEC. TYPE OF BUSINESS PAYMENT RECEIVED COCONUT GROVE GLASS & MIRROR 196 SPECIALTY BUILDING CONTRACTOR BY TAX COLLECTOR CORP 000017797 $75.00 08/06/2013 Worker(s) 2 TXHS1-13-042966 Ibis Local Buslaeca Tax Receipt only cor0rme pe moat of the Local Business Tar. The Reociat cls t as Il rw Q, ar peradL or a oaniRcatioa of the holder's qua ons, to do bushma% Holdar"comply w aoagovemmeaw regulatory lows and rqubemom which apply to the budn"L + The RECEIPT No. above oust be displayedea all commmclel vehicles -Mlaml-Dade Cade Sao 9a-279. par came iafnromtlos,"wAw miamidade,;mmbrcellacter GTQB Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY 000017767 GROVE GLASS & MIRROR VAILLIANI Is certified under the provisions of Cha ter 10 of Miaml-Dade fou MecaWind Std v2.2.4.5 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date 2/24/2014 Project No. Company Name COCONUT GROVE GLASS & MIRROR Designed By EDWARD A. LANDERS, P.E. Address 3660 N.W. 41 ST. Description IMPACT WINDOW & DOORS City MIAMI Customer Name 9350 RESIDENCE State FL. Proj Location 9350 N.E. 12 AVE. MIAMI, FL. File Location: C:\Documents and Settings\edwardv\Application Data\MecaWind\9350 RESD.wnd Input Parameters: Envelope Procedure per ASCE 7-10 Chapter 28 Part 1 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = D Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 11.50 Zg = 700.00 ft At = 0.09 Bt = 1.07 Am = 0.11 Bm = 0.80 Cc = 0.15 1 = 650.00 ft Epsilon = 0.13 Zmin = 7.00 ft Slope of Roof = 2.149254 : 12 Slope of Roof(Theta) = 10.15 Deg Ht: Mean Roof Ht = 25.00 ft Type of Roof = GABLED RHt: Ridge Ht = 28.00 ft Eht: Eave Height = 22.00 ft OH: Roof Overhang at Eave= 1.50 ft Overhead Type = OH w/ soffit Bldg Length Along Ridge = 74.00 ft Bldg Width Across Ridge= 64.00 ft Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/zm)^0.167 = 0.17 Lzm: 1*(Zm/33)^Epsilon = 588.99 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.92 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Wind Pressure on Components and Cladding (Ch 30 Part 1) Gable Raaf 7 < 8 45 a All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" _ = 6.40 ft Description Width Span Area Zone Max Min Max P Min P £t ft ft^2 GCp GCp psf psf ------------------------------------------------------------------------------- MKS. "C,F,H,I" 2.00 5.00 10.0 4 1.00 -1.10 53.12 -57.63 r MKS. "C,F,H,I" 2 00 5.00 10.0 5 1.00 -1.40 53.12 -71.13 MKS. I1,J,K,K1" 2.00 5.00 10.0 4 1.00 -1.10 53.12 -57.63 MKS."I1,J,K,K1" 2.00 5.00 10.0 5 1.00 -1.40 53.12 -71.13 MKS. E4 2.00 5.00 10.0 4 1.00 -1.10 53.12 -57.63 MKS. "L,M,N,E4" 2.00 5.00 10.0 5 -1.40 53 123 13 MKS. "B,B1,B2" 4.67 2.83 13.2 --1.00 4 0.98 -1.08 52.16 -56.66 MKS. "B,B1,B2" 4.67 2.83 13.2 5 0.98 -1.36 52.16 -69.21 MKS. "A,A1,A2,A3" 6.00 2.83 17.0 4 0.96 -1.06 51.30 -55.80~ MKS. "A Al A2 A3" 6.00 2.83 17.0 5 0.96 -1.32 51.30 -67.47 MKS. "A4,D,D1,E" 6.00 2.83 17.0 4 0.96 -1.06 51.30 -55.80 MKS. A4,D,D1,E" ;;L.6'21 6.00 2.83 17.0 5 0.96 -1.32 51.30 -67.47 MKS. E6 6 E7 2.96 6.86 20.3 4 0.95 -1.05 50.68 -55.18 MKS. "E6 6 E7" 2.96 6.86 20.3 5 0.95 -1.29 50.68 -66.24 MKS. "O,01,E2,E2A" 3.15 10.00 33.3 4 0.91 -1.01 48.97 -53.47 MKS. "O,01,E2,E2A" 3.15 10.00 33.3 5 0.91 -1.22 48.97 -62.82 MARK "E3" 4.29 8.15 35.0 4 0.90 -1.00 48.80 -53.30 MARK "E3" 4.29 8.15 35.0 5 0.90 -1.21 48.80 -62.49 Khcc:Comp. & Clad. Table 6-3 Case 1 = 1.13 Qhcc:.00256*V^2*Khcc*Kht*Kd = 45.02 psf MIAMt•MDE MIAMI-DADE COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY PRODUCT COSW NTROL SREoCTI om 08 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOAH www miamidade gov/Dara! Trulite Glass & Aluminum Solutions, LLC — 800 Fairway Drive, Suite 200 Deerfield Beach, FL 33441 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-Dado 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 Miamii-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. DESCRIPTION: Series 113000 Resistor" Aluminum Storefront(Window Wall System — L -M1. APPROVAL DOCUMENT: Drawing No. ADI1-20, titled "Resistor 3000 Storefront Wall - LMI", sheets 1 through 11 of 11, dated 09/22/11, prepared by MC'Y Engineering, Inc., signed and sealed -by Yiping Wang, 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 Oficial. This NOA revises NOA # 09-1110.03 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMFDA DE COUNTY NOA No. 11-1117.03 Expiration Date: March 18, 2014 Approval Date: February 09, 2012 Page i Trulite Glass & Aluminum Solutions LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No AD11-20, Sheets 1 through 11 of 11, titled "Resistor 3000 Storefront Wall - LMI", dated 09/22/11, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E. B. TESTS 1. Test reports on: 1) Aix 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 series 3000/L-3000 aluminum window wall system, prepared by Aluminum Window Wall System, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5893, dated 04/02/09, signed and sealed by Michael R. Wenzel, P.E. (SubmWed under previous NOA# 091.110.03) 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 Series 3000/L-3000 aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5416, dated 11/15/07, signed and sealed by -Michael Wenzel, P.E. (Submitted under previous NOA# 09-0122.06) 3. Test reports on Safety Glazing Materials per ANSI Z97.1-1984 and CPSC 16 CFR 1201 of series 3000/L-3000 aluminum window wall System, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5421, dated 10/18/07, signed and sealed by Michael Wenzel, P.E. (Submitted under previous NOA# 09-0122.06) 4. Test reports on: 1) Uniform Static Air Pressure Test per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum storefront system, prepared & issued by Fenestration Testing Laboratory, Test Report No. FTL-3398, dated 12/10/03, signed & sealed by Edmundo J. Largaespada, P.E. (Submitted under previous NOA# 03-1211.08) Manuel PpFrz, P -E. Product ControlA(Examliner NOA No. 111--K117.03 Expiration Date: March 18, 2014 Approval Date: February 09, 2012 E-1 Trulite Glass & Aluminum Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNTINUED) 5. Test reports on: 1) Uniform Static Air Pressure Test per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum Window Wall system, prepared & issued by Fenestration Testing Laboratory, Test Report No. FTL-3363 dated 04/24/03, signed and sealed by Edmundo J. Largaespada, P.E. (Submitted underprevious NOA# 03-1211.08) •6. Test reports on: 1) Large Missile Impact Test PA 201-94 2) Cyclic Loading Test, per SFBC PA 203-94 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc. Test Reports No. FTL-3326, dated 01/09/02, signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under previous NOA# 031211.08) 7. Test reports on: 1) Air Infiltration Test, per SFBC, PA 202-94 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94 3) Water Resistance Test, per SFBC, PA 202-94 4) Large Missile Impact Test per SFBC, PA 201-94 5) Cyclic Wind Pressure Loading per SFBC, PA 203-94 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-1010, dated 10/25/94, signed and sealed by Yamil Gerardo Kuri, P.E. (Submitted underirev%us NOA# 031211.08) 8. Test reports on: 1) Air Infiltration Test, per SFBC, PA 202-94 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94 3) Water Resistance Test, per SFBC, PA 202-94 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2221, dated Dec. 9,1998, signed and sealed by Gilbert Diamond, P.E. (Submitted under previous NOA# 03-1211.08) C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and 2010, dated 09/04/09, updated on 11/14/11, prepared by MCY•Engineering, Inc., signed and sealed by Yiping Wang, P.E. 2. Glazing complies with ASTM E1300-04 Manuel er Product Control E V'' r NpA Na. Il- Expiration Date: March 18, 2014 Approval Date: February 09, 2012 E-2 Trulite Glass & Aluminum Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0325.05 " issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16 3. Notice of Acceptance No. 08-0206.01 issued to Solutia, Inc. for their "Saflex HP Glass Interlayer" dated 04/17/08, expiring on 04/14/13. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2007 and FBC-2010, dated 11/14/11, signed and sealed by Yiping Wang, P.E. 2. Statement letter of no financial interest, dated 11/14/11, signed and sealed by Yiping Wang, P.E. 3. Certificate of Amendment to Certificate of Formation of Arch Aluminum & Glass, LLC aware to change its name to: Trulite Glass & Aluminum Solutions, LLC, issued by in State of Delaware, dated July 25, 2011, signed by Grace Kurowska, CFO, Vice President, Treasurer & Secretary. 4. Certificate of Authentication of name change to Trulite Glass & Aluminum Solutions, LLC issued by the Secretary of State of the State of Delaware, dated 07/27/11, signed by Jeffrey W. Bullock, Secretary of State. 5. Florida Dept of State, listing of Trulite Glass & Aluminum Solutions, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl. G. OTHERS 1. Notice of Acceptance No. 09-1110.03, issued to Arch Aluminum & Glass Company, Inc. for their Series "Impactwall 3000/L-3000" Aluminum Window Wall System — L.M.I., approved on 03/31/10 and expiring on 03/18/14. Manuel Pere Pn roduct Control Examin NOA No. 11 -1117.03 Expiration Date: March 18, 2014 Approval Date: February 09, 2012 E-3 MIAMI -DADS DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) SIW Impact Windows, LLC 975 S. Congress Avenue, # 102 Delray Beach, FL 33445 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Mi4ml, Florida 33175-2474 T (786) 315-2540 ' ' F (786) 315-2599 SCOPE: i This NOA is being issued under the applicable rules and regulations governing the us, of construction materials. The documentation submitted has been reviewed and accepted by Miami -lade County PERA - Product Control Section to be used in Miami Dade County and other areas where alit iwed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade ounty Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami DadeCounty) reserve thq 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 0 keir 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 b ilding code. This product is approved as described herein, and has been designed to comply with tie Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series IIS -40011 Outswing Aluminum Casement Window — L.I.I. APPROVAL DOCUMENT: Drawing No. W09-54, titled "S-400 Alum. Outswmg Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 10/13/09, with revision A dated 01/04/12, pr p_Q by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade Copt V 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 ofNOA. 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 NOA # 09-1021.09 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. CIAM•[)ADE COl1NTY NOA No. 12-0223.06 • • r -Expiration Date: January 27, 2015 Approval Date: April 26, 2012 �lr{�j�• Page i SIW Imnact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SIMALJ TED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W09-54, titled "S-400 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 10/13/09, with revision A dated 01/04/12, 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 4 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TA 3 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAES 202-94 along with marked -up drawings and installation diagram of casement window, prepared by Hurricane Engineering and Testing, Inc., Test Rep rt No. HETI-09-2599, HETI-09-2599112 HETI-09- HETI-09 260 , HETI-09 2602, HETI-09-26082 HET149 2609 and HETI-09-2610, dated 0 /15 to 26/09, signed and sealed by Candida F. Font, P. E. (Submitted under previous NOA#09-1021.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by Al-Farooq Corporation, dated 10/12/09, and updated to FBC-2010 on 12/28/11, *signed and sealed by Javad Ahmad, P. E. (Partially submitted under previous NOA#09 X02.1.09) 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. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc: for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 114624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. Manu 1 Per , E. Product Control E a er NOA No. 12-0223.06 Expiration Date: January 27, 2015 Approval Date: April 26, 2012 E-1 SIW Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010,nd of no financial interest, dated January 20, 2012, prepared_ by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Reports No. HETI-09 2599, HETI492599B, HETI-09—HETI49-26019 HETI-09 26002, HETI49 2608, HET149 2609 and HET149 2610, issued by Hurricane Te., t Laboratory, Inc., dated 08/15 to 26/09, signed and sealed by Candida F. Font, P. E. (Submitted under previous NOA#091021.09) G. OTHER 1. Notice of Acceptance No. 09-1021.09, issued to SIW Impact I Vindows, LLC f6r their Series "S-400" Outswing Aluminum Casement Window -- L.INI.I., approved on 01/27/09 and expiring on 01/27/15. Manuel erez, . Product Control Exa r NOA No. 12-02 .06 Expiration Date: January 27, 2015 Approval Date: April 26, 2012 E-2 MIAMI•DADE MIAMI-DADE COLNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) Xms.miamidadegoy/economy Aldora Aluminum & Glass Products, Inc. 11500 Miramar Parkway, Suite 300 Miramar, FL 33025 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 whereallowed by the Authority Having Jurisdiction (AHI). 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 ounty) 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 esting and the AHI may immediately revoke, modify, or suspend the use of such product or material wit ' L 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 wilding code. This product is approved as described herein, and has been designed to comply -%rith the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "X=M" 10'0" Outswing Glazed Aluminum EntrancDoor -L.M.I. APPROVAL DOCUMENT: Drawing No. W04-91, titled "Series K21M Alum. O,ut-Swing Entrance Door", sheets 1 through 11 of 11, dated 10/25/04, with revision F dated 08/12/13, prepared by AA 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 rvith the manufacturer`s name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless othenvise 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 ofNOA. ADVERTISEMENT: The NOA number preceded by the words Mialni-Dada 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 NOA# 11-1208.01 and consists of this page 1 and evidence pages E -I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 13-1021.03 MIAMI•DAbE COUN*ry Expiration Date: May 12, 2016 Approval Date: December 26, 2013 Page 1 Aldora AIuminum & Glass Products, Inc NOTICE OF ACCEPTANCE: EVIDENCE SUBAHTTED AQ A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W04-91., titled "Series K2LM Alum. Out -Swing ree Door", sheets 1 through 11 of 11, dated 10/25/04, .with revision F dated 08/12/epared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. . i B. TESTS i 1. Test reports on: 1) Air Infiltration Test per FBC, TAS 202-94 2) Uniform Static Air Pressure Test Loading p ' FBC, TAS 202-94 3) Water Resistance Test per FBC, TAS 202-91. 4) Large Missile Impact Test per FBC, TAS 201-94 S) Cyclic Wind Pressure Loading per FBC, TA 3 203-94 6) Forced Entry Test, per FBC 2411.3.2.1(b) d TAS 202-94 along with marked -up drawings and installation diagram of a all iminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4267, FTL-4238, FTL-4257 and FTL-4276, dated 06/18/04,06/30/0 08/12/04 and 08/13/04 respectively, all signed and sealed by Edmundo LargaFspada, P.E. (Submitted under NOA #05-0301.04) C. CALCULATIONS: 1 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, prepared by Al-Farooq Corporation, dated 02/02/11 and updated on 10/24/11, signed, and sealed by Javad Ahmad, P.E. (Submitted wider NOA#111208.01) 2. Glazing complies with ASTM E1300-04. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTWICATIONS 1. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/28/13, expiring on 05/21/16. 2. Notice of Acceptance No. 12-1231.09 issued to Eastmain Chemical Company (AIA) for their "Saflex HP Clear or Color Glass Interlayers" dated 03/28/13, expiring on 04/14/18. 3. _ Notice of Acceptance No. 10-0331.02 issued to Cytec Industries, Inc. for their "Uvekol S Laminated Glass Interlayer", dated 05/05/10, expiring on 02/08/14. M nuel P -e , P.E. Product Control PV miner NOA No. 13-1021.03 Expiration Date: May 12, 2016 Approval Date: Decembe+• 26, 2013 E-1 Aldora Aluminum & Glass Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC2010, and of no financial interest, dated 10/10/13, signed and sealed by Javad Ahmad, P.*. 2. Laboratory compliance letter for Test Reports No. FTL-4267, � TL -4238, FTL-4257, FTL-4276, issued by Fenestration Testing Laboratory, Inc., dat�d 16/18/04, 06/30/04, 08/12/04 and 08/13/04 respectively, all signed and sealed by Ednundo Largaespada, P.E. (Submitted under NOA No. 05-0301.04) 3. Statement letter dated 08/21/13, issued by Aldora Aluminum &Glass Products, Inc. of legally purchase of asset and rights of NOA # 12-0731.06 from SMI Aluminum System, LLC and requesting that said NOA be issued under the r name, signed by Manny Valladares, for and on behalf of Aldora Aluminum & Gass Products, Inc. 4. Letter from owners of existing NOA stating that they have sold all assets to the applicant, that they no longer manufacture the product and relin quish their rights to the current NOA # 12-0731.06, dated 08/21/13, signed by Mr. Mm my Valladares, for and on behalf of SMI Aluminum Systems, LLC. 5. Assignment & Assumption agreement dated July 26, 2013 between Aldora Holdings LLC, SMI Aluminum Systems, LLC, Architectural Glass Prod cts, LLC (each an "Assignor" and collectively, the "Assignors") and Aldora Hold1jo, Inc. (the "Assignee") signed by Leon Silverstein, Aldora Holdings LLC manager, Leon Silverstein, SMI Aluminum Syst6ms, LLC, manager, Leon Silverstein, Architectural Glass Products, LLC manager and Scott Hauncher, VP Aldora goldco, Inc. 6. Bill of Sale dated July 26, 2013, delivered by Aldora Holdco, ,Inc. transferring assets to Aldora Aluminum & Glass Products, Inc., signed by Mr. Scott Hauncher, Vice President, Aldora Holdco, Inc. G. OTHERS 1. Notice of Acceptance No. 11-1208.01, issued to SMI Aluminum Systems, LLC for their Series "K2LM" 10'0" Outswing Glazed Aluminum Entrance Door - L.M.I., approved on 02/23/12 and expiring on 05/12/16. Manite Product Control E nor NOA No. 13-1021.03 Rxxpiration Date: May 12, 2016 Approval Date: December 26, 2013 R-2 MIAMI - E MIAMI -DARE COUNTY PRODUCT CONTROL' SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 268 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315.2599 NOTICE OF ACCEPTANCE (NOA) 1 gww.miamidade.ov/v Para SIW Impact Windows, LLC 975 S. Congress Avenue, # -102- Delray Beach, FL 33445 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 Dad, County) reserve the right to have this product or material tested for quality assurance purposes. If this p oduct 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 Miiim-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 w' the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "S-450" Aluminum Project -Out Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W09-57, titled "S-450 Aluminum Pro ect Out Wdw. (L.M.L)", sheets 1 through 6 of 6, dated 10/29/09, with revision A dated 01/20/12, 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 NOA # 09-1109.04 and consists of this page 1 and evidence pages E -land E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. tNtAhttd�A a coutw r�r NOA No. 171-0223.20 ..., , Expiration Date: February 10, 2015 Approval Date: April 26,2012 Page 1 SIW Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W09-57, titled "S-450 Aluminum Project Out Wdw. (L.M.L)", sheets 1 through 6 of 6, dated 10/29/09, prepared by Al-Farooq Corp o tion, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-941 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TA.� 2024 4) Large Missile Impact Test per FBC, TAS 2 1-94 5) Cyclic Wind Pressure Loading per FBC, T 203-94 6) Forced Entry Test, per FBC 24113.2.1, TA S 202-94 along with marked -up drawings and installation diagram of an aluminum project -out window, prepared by Hurricane Engineering and Testing, Inc., Test Reports No. HETI-09-2627, HETI-09--2628, HETI-09-2629, HETI-0-2630, and HETI- 09- 2633,. dated 10/06/09, signed and sealed by Candida F. Font, P.E. (Submitted under previous NOA#091109.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by Al-Farooq Corporation, dated 10/28/09, and updated to FBC-2010 on 01/18/12, signed and sealed by Javad Ahmad, P.E. (Partially submitted under previous NOA#091109.04) 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. 114624-02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 114624.01 issued to EX DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. Manuel ereV . Product Control Exa in NOA No. 12-022-1-20 Expiration Date: February 10, 2015 Approval Date: April 26, 2012 E-1 SIW Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, aid of no financial interest, dated January 20, 2012, prepared by Al-Farooq Corpotation, signed and t sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Reports No. )HETI-09- Q7, HETI-09-2628, HETI-09-2629, HETI-09-2630, and HETI-09-2633, issued by Hurricane Test Laboratory, -Inc., dated 08/15 to 26/09, signed and sealed by C�ndido F. Font, P. E. (Submitted under previous NOA#09-1109.04) G: OTB ER I. Notice of Acceptance No. 09-1109.04, issued to SIW Impact' indows, LLC for their Series "S-450" Aluminum Project -Out Window - L.M.I., appr�ved on 02/10/10 and expiring on 02/10/15. �J Manuelere . . Product Control Ex min r NOA No. 12-0 .20 Expiration Date: February 10, 2015 Approval Date: April 26, 2012 E-2 4* MAX. TYP. t� AMHORS TYPE A. B OR C 2. 3 OR 4 AT JAJAB SEE SHEET 8 IMPACT WALL 3000fL-3000 ALUMINUM WINDOW WALL SYSTEM INSIDE OR OUTSIDE. GLAZED WINDOW WALL SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REOLWM. THIS SYSTEM MAY BE USED IN CONJUNCTION WITH MIAMI DADE COUNTY APPROVED ENTRANCE DOORS. CODE REOUIREMENTS--FOR SAFEGUARDS MUST BE OBSERVED_ THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007/2010 EDITION INt2.UDING HIGH VELOCITY HURRICANE -ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANC HORS SHALL BE AS LISTED. SPACED AS SHOWN -ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCX:O. ANCHORING OR LOADING CONDITIONS NOT 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 LIWTTED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 20D7/2010 FLORIDA BLDG. CODE SECTION 2003.8.4., 2411.3.3.3 & 2326. 'Al HERD/SILL' ANCHORS TYPE A, B OR c Z 3 OR 4 ST EACH'SIDE OF A61AL TYPICAL. ELFVATIONS INSTRUCTIONS: USE CAI 5 AS F LLOWS. i0 A � > W W• = 2 n- N a o o in 3 rn 6 W 43n: Sly n W 4' MAX_ 'I AT CORN? ANCHORS TYPE A. a OR C 2. 3 OR 4 AT EACH SIDE OF MULL SEE SHEETS 6 & 8 DEOWNE DESIGN WIND LOAD REOU REMENT BASED ON WPM VELOCITY. BLDG. HE0 f. WIND ZONE USING APPLICABLE ASCE 7 STANDARD. SMP SEE CHARTS ON SHEET 3 FOR DESIGN LOAD CAPACfTY OF DESIRED GLASS SIZE. -, STEP CHECK MILLION CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEET 4 THRU 7 THE CAPACITY SHOULD t7CCEED THE DESIGN LOAD. STEP 4 USING CHART .ON SHEEP 8 SELECT ANCHOR OPTION WITH DISKAL RATING MOTE TWIN DESIGN LOAD SPECIFIED IN STEP i ABOVE. �f P 5 THE LOWEST VALUE RESULTING FROM STEPS 2. 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. ANCHORS TYPE A. B OR C 2. 3 OR 4 AT JAM$ SEE SHEET 8 PRODUCT COMPLIES WITH REOUIREMENTS OF ANSI Z97.1. * Tru i i to GLASS 6 ALi11A PM SOLViiONS_ httpyAx+lwlr�rt�teaom 6W FAIRWAY DRIVE, St to 200 DEEIV9ELD BEACH. Fi 33441 P. SM8192 I L 954-7242= Resistor 3000 STOREFRONT WALL-LMI *Resistor t1 "&stave pj=n=x H REM ENG INE - ml FbINCY ENGINEERING, INC. GLAZING CONSULTANT 9110 SW SUNSET DRIVE MIAMI. F7_ 33173 P: 305-271-0117 EUMM NCY „ YIPING WANG, P.E. CL 559a �c q s � • NOV 5 2oi : LuS'TA;� 4, ' 4u; PRODUCTAEVLjjD w cOwPlying whh dw l pn& oe A_tl- Expkwiou Dere AA. -l1 Af/2 DRAWN: S.L.DRAWING Na: DATE 9-22-11 A Oc I l DWG ADI 1-20 f i' m X� S to V W W Z 3 S O Q D to -j7 ]7 W Z W, -01 tc c; W O in - W 4* MAX. TYP. t� AMHORS TYPE A. B OR C 2. 3 OR 4 AT JAJAB SEE SHEET 8 IMPACT WALL 3000fL-3000 ALUMINUM WINDOW WALL SYSTEM INSIDE OR OUTSIDE. GLAZED WINDOW WALL SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REOLWM. THIS SYSTEM MAY BE USED IN CONJUNCTION WITH MIAMI DADE COUNTY APPROVED ENTRANCE DOORS. CODE REOUIREMENTS--FOR SAFEGUARDS MUST BE OBSERVED_ THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007/2010 EDITION INt2.UDING HIGH VELOCITY HURRICANE -ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANC HORS SHALL BE AS LISTED. SPACED AS SHOWN -ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCX:O. ANCHORING OR LOADING CONDITIONS NOT 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 LIWTTED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 20D7/2010 FLORIDA BLDG. CODE SECTION 2003.8.4., 2411.3.3.3 & 2326. 'Al HERD/SILL' ANCHORS TYPE A, B OR c Z 3 OR 4 ST EACH'SIDE OF A61AL TYPICAL. ELFVATIONS INSTRUCTIONS: USE CAI 5 AS F LLOWS. i0 A � > W W• = 2 n- N a o o in 3 rn 6 W 43n: Sly n W 4' MAX_ 'I AT CORN? ANCHORS TYPE A. a OR C 2. 3 OR 4 AT EACH SIDE OF MULL SEE SHEETS 6 & 8 DEOWNE DESIGN WIND LOAD REOU REMENT BASED ON WPM VELOCITY. BLDG. HE0 f. WIND ZONE USING APPLICABLE ASCE 7 STANDARD. SMP SEE CHARTS ON SHEET 3 FOR DESIGN LOAD CAPACfTY OF DESIRED GLASS SIZE. -, STEP CHECK MILLION CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEET 4 THRU 7 THE CAPACITY SHOULD t7CCEED THE DESIGN LOAD. STEP 4 USING CHART .ON SHEEP 8 SELECT ANCHOR OPTION WITH DISKAL RATING MOTE TWIN DESIGN LOAD SPECIFIED IN STEP i ABOVE. �f P 5 THE LOWEST VALUE RESULTING FROM STEPS 2. 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. ANCHORS TYPE A. B OR C 2. 3 OR 4 AT JAM$ SEE SHEET 8 PRODUCT COMPLIES WITH REOUIREMENTS OF ANSI Z97.1. * Tru i i to GLASS 6 ALi11A PM SOLViiONS_ httpyAx+lwlr�rt�teaom 6W FAIRWAY DRIVE, St to 200 DEEIV9ELD BEACH. Fi 33441 P. SM8192 I L 954-7242= Resistor 3000 STOREFRONT WALL-LMI *Resistor t1 "&stave pj=n=x H REM ENG INE - ml FbINCY ENGINEERING, INC. GLAZING CONSULTANT 9110 SW SUNSET DRIVE MIAMI. F7_ 33173 P: 305-271-0117 EUMM NCY „ YIPING WANG, P.E. CL 559a �c q s � • NOV 5 2oi : LuS'TA;� 4, ' 4u; PRODUCTAEVLjjD w cOwPlying whh dw l pn& oe A_tl- Expkwiou Dere AA. -l1 Af/2 DRAWN: S.L.DRAWING Na: DATE 9-22-11 A Oc I l DWG ADI 1-20 f i' D.L.O. WIDTH n i n wmru D.L.O. WIDTH C5 i7F, i c w D -LO. WIDTH D.L..O. WIDTH F- o� 1 oJ� o= om a 1/4' HEAT STREWD GLASS .090- INTERLAYER SAFLEX LIG BY 'SOLUTW HEAT STREN'D GLASS D.L.O. WIDTH SF•% se 000�, ••'�,�C' S2 559 3 1 .• a •� o ein�J �C q "'. • ilii Y 1 � C 0 D n i n unnru D.L.O. WIDTH n i n wmru D.L.O. WIDTH C5 i7F, i c w D -LO. WIDTH D.L..O. WIDTH F- o� 1 oJ� o= om a 1/4' HEAT STREWD GLASS .090- INTERLAYER SAFLEX LIG BY 'SOLUTW HEAT STREN'D GLASS ALLOWABLE LORDS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SOUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. SINGLE LITES MAY BE INSTALLED VERTICALLY AS SHOWN ABOVE OR HORIZONTALLY. FOR ALTERNATE SHAPES LIMIT MAX. LOADS TO: -90.0 PSF SEE SHEET 3 FOR D.L.O. WIDTHS AND HEIGHTS. USE ANCHOR TYPES A. B OR C AT 4' FROM FRAME ENDS AND 12. O.C. MAX. SPACING. v N, 0 rol GLASS TYPES 'X. 'B' OR 'C' 1/4" HEAT STREN'D GLASS .100' INTERLAYER SAFLEX HP PVB BY 'SOWTW 1/4' HEAT SIREN -D GLASS GLASS TYPE 'B' GLAZING OPTIONS 9/16- OVERALL LAMINATED GLASS • �� `;I is n�•�,' i_� 1♦t SILICONE SEALANT OPTIONS: (SA) DOW CORNING 995 (6B) GE LLTRAGLAZE 5SG4000 (6C) TREMCO PROGLAZE SSG 1/4- HEAT STREN'D GLASS .090' INTERLAYER SENTRYGLAS PLUS BY 'DUPONT' ' HEAT STREWD GLASS T r u I t e GLASS 3 ALtlI�AI>!A SOLUTIONS•' ldlpy/w►vw.#ruIIte Lom 800 FAIRWAY DRIVE, Sults �0 DLD BEACH, R. 33441 p. 800-432-8= 1 L 954-724-2DB3 Resistor 3000 STOREFRONT WALL-LMi oResistor aasrasro>ta�va�ss�� ENGIN!>� C F►ICY ENGINEERING, INC. LLJ GLAZING CONSULTANT 9110 SW SUNSET DRIVE KIAML FL 33173 P:305-271-0117 GLASS TYPES Emafi mCY A', 'B' OR 'C' —ACYEn&medng.— STAMP: PIPING ..P,L �111►z��■rl� FOR GLAZING DETAIL #2 ONLY LIMIT MAX. MADS TO ±50.0 PSF LIMIT MAX. GLASS AREA TO 29 SO. FT. ae SF•% se 000�, ••'�,�C' y 559 3 1 .• r C PI° U ein�J �C q "'. • ilii Y 1 � C 0 STATE OF ALLOWABLE LORDS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SOUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. SINGLE LITES MAY BE INSTALLED VERTICALLY AS SHOWN ABOVE OR HORIZONTALLY. FOR ALTERNATE SHAPES LIMIT MAX. LOADS TO: -90.0 PSF SEE SHEET 3 FOR D.L.O. WIDTHS AND HEIGHTS. USE ANCHOR TYPES A. B OR C AT 4' FROM FRAME ENDS AND 12. O.C. MAX. SPACING. v N, 0 rol GLASS TYPES 'X. 'B' OR 'C' 1/4" HEAT STREN'D GLASS .100' INTERLAYER SAFLEX HP PVB BY 'SOWTW 1/4' HEAT SIREN -D GLASS GLASS TYPE 'B' GLAZING OPTIONS 9/16- OVERALL LAMINATED GLASS • �� `;I is n�•�,' i_� 1♦t SILICONE SEALANT OPTIONS: (SA) DOW CORNING 995 (6B) GE LLTRAGLAZE 5SG4000 (6C) TREMCO PROGLAZE SSG 1/4- HEAT STREN'D GLASS .090' INTERLAYER SENTRYGLAS PLUS BY 'DUPONT' ' HEAT STREWD GLASS T r u I t e GLASS 3 ALtlI�AI>!A SOLUTIONS•' ldlpy/w►vw.#ruIIte Lom 800 FAIRWAY DRIVE, Sults �0 DLD BEACH, R. 33441 p. 800-432-8= 1 L 954-724-2DB3 Resistor 3000 STOREFRONT WALL-LMi oResistor aasrasro>ta�va�ss�� ENGIN!>� C F►ICY ENGINEERING, INC. LLJ GLAZING CONSULTANT 9110 SW SUNSET DRIVE KIAML FL 33173 P:305-271-0117 GLASS TYPES Emafi mCY A', 'B' OR 'C' —ACYEn&medng.— STAMP: PIPING ..P,L �111►z��■rl� FOR GLAZING DETAIL #2 ONLY LIMIT MAX. MADS TO ±50.0 PSF LIMIT MAX. GLASS AREA TO 29 SO. FT. FRODUCTREVIM 8Sc= IYnr$vvItb dwFi� & > . Date !!!7.4 14 BY Miami •P GLAZING 0PTION DRAWN: S.L.DRAWING No: DATE: 9-22-11 2 OF 11 DWG: ADII-20 ae SF•% se 000�, ••'�,�C' y 559 3 1 .• r C PI° U ein�J �C q "'. • ilii Y 1 � C .�. STATE OF 1.0% '�eT. ,� �Q; •� �'•.l O R .•'• C ; 4 PRODUCT FRODUCTREVIM 8Sc= IYnr$vvItb dwFi� & > . Date !!!7.4 14 BY Miami •P GLAZING 0PTION DRAWN: S.L.DRAWING No: DATE: 9-22-11 2 OF 11 DWG: ADII-20 J MULLION IAAD CAPACITY - PSF WITHOUT INTERMEDIATE HORIZONTALS. NONE -UL DIMS. WITHOUT WITH REINFORCING REINFORCING WIDTH (W) MASK HEIGHT EXr.(+) / W-(-) EXT.(+) / INT-(-) 24" 30' 36' 42' 48' 54' 60' 66' 72' 78' 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 24' 30' 36" 42' 48' 54" 60' 66• 72' 84' 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 85.6 100.0 81.3 100.0 78.5 .100.0 24' 30" 35' 42" 48' 54' 60' 66' 72" 90' 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 81.7 100.0 75.0 100.0 70.1 100.0 66.5 100.0 63.9 100.0 24' 30' 36' 42' 48' 54' 60' 66' 72" 96' 87.5 100.0 87.5 100.0 84.4 100.0 73.9 100.0 66.3 100.0 60.7 100.0 56.4 100.0 53.2 100.0 50.8 100.0 24' 30' 36' 42" 48' 54" 60" 66' 72' 102' 87.5 100.0 82.6 100.0 69.9 100.0 61.0 100.0 54.6 100.0 49.8 10().0 46.1 95.9 43.3 90.0 - 85.6 MULLION LOAD CAPACITY - PSF WITHOUT INTERMEDIATE HORIZONTALS NOMINAL DIMS. WITHOUT WITH REINFORCING REIMRCXNG WIDTH (W) FRAME HEIGHT FHT.(+) / 04T.(-) EXT.(+) / INT.(-) 24' 30" W. 42" 48• 54" 60" 66" 108" 85.7 100.0 69.3 100.0 58.5 100.0 51.0 100.0 45.5 94.7 41.4 86.1 38.2 79.5 35.7 74.3 24' 3D" 36" 42' 48' 54' 60' 114" 72.7 100.0 58.7 100.0 49.6 100.0 43.1 89.7 38.4. 79-8 34.8 72.4 32.0 66.7 24' W. 36' 42' 48' 54' W. 120" 62.2 100.0 50.2 100.0 42.3 88.0 36.8 76.5 32.7 68.0 29.6 61.5 27.2 56.5 IY ar4 SE M-.5 Ta 81 4 Sa W-3 ALUM 4.0975 1.8066 4cALUM 4.1479 18138 FRAME JAMB MTERMEDIATE DOOR MULLION MDLLLON WITHOUT REINFORCING IN br4 I SK 0 3 Ix IN -4 1 SX W-3 A= I 8.5717 3.7792 1 6161 13.7730.1 FRAME JAMB INTERMEDIATE DOOR MULLION MULLION WITH REINFORCING WIDTH (W) = W1 + W2 2 STEP 3: MULLION LOAD CAPACITIES cTrulite fNtp-J/~&&m&wm 800 FAIRWAY DRIVE. Sine Z00 DEERFIIR D BEACH. FL 33441 p. SM -432-87321 L 854 7242083 Resistor 3000 STOREFRONT WALL-LMI le Resistor ENGINIMR. C MCY ENGINEEPAiG, INC. GLAZ94G CONSULTANT 9110 SW SUNSET DRIVE ULAW FL 33173 P. 305--271-0117 F mcY STAMP: YunNG WANG. P -E Q 559 • Al 2011 : ac o STATS OF 1 '�._�`�:•._C nu�0• :fes .` 'stilt DRAWN: S.L. OTiAWD�IG No: DATE: 9-22-11 A Oc I l DWG: AD11-20 �F f f c� Ga s W @u1 WIDTH (1) = W1 (JAMB) IY ar4 SE M-.5 Ta 81 4 Sa W-3 ALUM 4.0975 1.8066 4cALUM 4.1479 18138 FRAME JAMB MTERMEDIATE DOOR MULLION MDLLLON WITHOUT REINFORCING IN br4 I SK 0 3 Ix IN -4 1 SX W-3 A= I 8.5717 3.7792 1 6161 13.7730.1 FRAME JAMB INTERMEDIATE DOOR MULLION MULLION WITH REINFORCING WIDTH (W) = W1 + W2 2 STEP 3: MULLION LOAD CAPACITIES cTrulite fNtp-J/~&&m&wm 800 FAIRWAY DRIVE. Sine Z00 DEERFIIR D BEACH. FL 33441 p. SM -432-87321 L 854 7242083 Resistor 3000 STOREFRONT WALL-LMI le Resistor ENGINIMR. C MCY ENGINEEPAiG, INC. GLAZ94G CONSULTANT 9110 SW SUNSET DRIVE ULAW FL 33173 P. 305--271-0117 F mcY STAMP: YunNG WANG. P -E Q 559 • Al 2011 : ac o STATS OF 1 '�._�`�:•._C nu�0• :fes .` 'stilt DRAWN: S.L. OTiAWD�IG No: DATE: 9-22-11 A Oc I l DWG: AD11-20 �F f f i WITH MULLION LOAD INTERMEDIATE CAPACITY - PSF HORIZONTALS NOMINAL DIMS. WITHOUT wrm RBINFORCING REINFORCING WIDTH (W) FRAME HEIGHT EXT.(+) / INT.(-) EXT-(+) / INT.(-) 24" 30" 3B' 42' 48" 54' 60" 66" 72" 78' 875 100.0 875 100.0 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 82.9 100.0 75.4 100.0 69.1 100.0 24" 30' 36" 42' 48" 54' 60" 66' 72' 84" 87.5 100.0 87.5 100.0 87.5 100.0 87.5 100.0 87-5 100.0 79.0 100.0 71.1 100.0 64.6 100.0 59.2 100.0 24" 30' 36' 42' 48' 54' 60' 66" 72" 90" 87.5 100.0 87.5 100.0 87.5 100.0 83.1 100.0 72.7 100.0 64.6 100.0 58.2 100.0 52.9 100.0 48.5 100.0 24" 30" 36" 42" 48' 54" 60" W. 72" 96" 87.5 100.0 87.5 100.0 79.9 100.0 68.5 100.0 59.9 100.0 53-3 100.0 47.9 99.7 43.6 90.7 39.9 83.1 24" 30' 36" 42" 48" '54- 60" W. 72" 102" 87.5 100.0 79.9 100.0 66.6 100.0 57.1 100.0 50.0 100.0 44.4 92.4 40.0 83.1 36.3 75.6 - 69.3 MULLION LOAD CAPACITY - PSF WITH INTERMEDIATE HORIZONTALS NOMINAL DIMS. WITHOUT WffH REINFORCING RMInRCING WIDTH (W) FRAME HEIGHT EXT.(+) / INT.(-) EXE-(+) / INT.(-) 24' 30" 36" 42' 48' 54" 60' 66" 1 84.2 100.0 67.3 100.0 56.1 100.0 48.1 1 OD.0 42.1 87.5 37.4 77.8 33.7 70.0 30.6 63.7 24" 30" 36' 42" 48" 54" W. 114" 71.6 100.0 57.3 100.0 47.7 99.3 40.9 85.1 35.8 74.4 31.8 66.2 28.6 59.6 24" 30" 36" 42' 48" 54" 60" 120' 61.4 100.0 49.1 100.0 40.9 85.1 35.1 72.9 30.7 63.8 27.3 56.7 24.5 51.1 FRAME JAMB IN B3CO ATB DOOR MULLION MULLION WITHOUT REINFORCING 'iRU11TE' DOORS SEE SEPARATE NOV x c� � w W7 I♦♦ 1 WIDTH (W) = WI (JAMB) 'iRU11TE' DOORS SEE SEPARATE NOV WIDTH (W) = W1 + W2 2 'TRUUTV DOORS SEE SEPARATE NOA i .' iti 1'♦ i l � lit ♦ t �i,� t ♦ ap wi•- I♦♦ t ♦ Itt . I ♦ It �i IW1 W2 W1 .I W1 W2 W1 ANCHORS REOD. WIDTH (W) = W1 2 SEE DOOR NOA WIDTH (W) = 21 + W. ' DOORS INTERMEDIATE SEE SEPARATE NDA% [HORIZONTALH IJ 1 _ 1♦♦ 1 � I♦♦ 1 t j 1 r t t I I/ � s --J WIDTH (W) = W1 + W2 2 'TRUUTV DOORS SEE SEPARATE NOA i .' iti 1'♦ i l � lit ♦ t �i,� t ♦ ap wi•- I♦♦ t ♦ Itt . I ♦ It �i IW1 W2 W1 .I W1 W2 W1 ANCHORS REOD. WIDTH (W) = W1 2 SEE DOOR NOA WIDTH (W) = 21 + W. ' DOORS INTERMEDIATE SEE SEPARATE NDA% [HORIZONTALH IJ 1 _ WIDTH (W) = W1 + W2 2 STEP 3: MULLION LOAD CAPACITIES ,*&.Trulite ca.ass a nu�ltlal IdtpslNrrvw.trufllec�n SOD FAIRWAY DRNF- &ft 200 DBEIU:79A WACH. FL 33441 R 800-#-8132 i L 954-724-2083 Resistor 3000 STOREFRONT WALL-LMI Resistor I3dGINEER: C MCY ENGINEERING, WC. GLAZING CONSULTANT 9110 SW SUNSET DRIVE lam, FL 33173 P: 315-711-0117 Emafr b+1CY STAMP: YIPING WANG. P.E. Noy 152010m; OF • V03 � � STATE ` W •es 0 PRODUCT REVISED as w>Vlyybg with 6m FlmiBa Buildfug Code Amqmah. I1fl �! i 1 3 t��Dimc 14 $y ade Pradmi DRAWN: S.L. DRAWING No: GATE 9-22-11 5 of 11 DWG: AD11-20 V n I♦♦ 1 r t s I ��7 I / 1 1� I K ---j W1 WIDTH (W) = W1 + W2 2 STEP 3: MULLION LOAD CAPACITIES ,*&.Trulite ca.ass a nu�ltlal IdtpslNrrvw.trufllec�n SOD FAIRWAY DRNF- &ft 200 DBEIU:79A WACH. FL 33441 R 800-#-8132 i L 954-724-2083 Resistor 3000 STOREFRONT WALL-LMI Resistor I3dGINEER: C MCY ENGINEERING, WC. GLAZING CONSULTANT 9110 SW SUNSET DRIVE lam, FL 33173 P: 315-711-0117 Emafr b+1CY STAMP: YIPING WANG. P.E. Noy 152010m; OF • V03 � � STATE ` W •es 0 PRODUCT REVISED as w>Vlyybg with 6m FlmiBa Buildfug Code Amqmah. I1fl �! i 1 3 t��Dimc 14 $y ade Pradmi DRAWN: S.L. DRAWING No: GATE 9-22-11 5 of 11 DWG: AD11-20 V n MULLION LOAD CAPACITY - PSF AT DOUBLE DOOR YIPIH TRANSOM NO3U TAL DIMS. WITHOUT WIT$ REINFORCING RRINFORCL1+iG WIDTH (W1) WIDTH (W2) LENGTH (A) LENGIH (L) E)a.(+) EXT.(+) INd-) INT(-) �. 30' 33' 36" 39' 4e 48' 54 9T' 102" 71.1 67.5 6&1 87.5 65.3 87.5 62,7 875 60.3 875 56.0 87.5 523 87.5 n" M. 33' 36' 3g' 42' 48` 54' 645 875 62.0 87.5 59.6 875 575 87.5 55-5 87-5 51.8 875 48.6 575 GO" 30' 33' 36' 3g' 42" 48` W 96' 108" 56.8 875 54.5 EMS 52.4 87.5 5D.4 87.5 48.6 87.5 45.3 67.5 42.4 875 3p' 33' 36" 39' 42` 48" 54" 30' 33• 3g` 42' 48" 54` 1 51.3 87.5 49.4 87.5 47.6 87-5 46D 875 44.5 87.5 41J 87.2 39.2 821 6&7 875 30' 33" 36" 39' 42' 48" 54' 96' 114' 462 875 44A 87.5 42.8 87.5 41.2 86.2 39.8 83.2 372 77.7 34.9 779 72" 30' 33" 36` 39' 42' 48' 54" 41.6 875 40.1 83.9 36.8 81.1 37.5 78.4 36.3 75.9 34.1 713 32.2 67.3 MULLION LOAD CAPACITY - PSF AT DOUBLE DOOR WITH TRANSOM NOMINAL DIMS. WITHOUT WITH rJaMRCING REINFORCING WIDTH (WI) WIDTH (0) LENGTH (A) LENGTH (L) EXT.(+) EXT.(+) INT-(-) INT.(-) 60" 30' 33' 36' M. 42' 48" 54 98' 12D' 38.3 80.0 36.8 77-0 35.5 74.2 342 71.6 33.1 69.1 31.0 64.7 29.1 609 n. 30` 33" 36" 38' 42' 48" 34.3 71.8 33.2 693 321 67.1 31.0 649 30.1 629 283 592 TOTAL NO. OF ANCHORS ANCHM AT DDOR KRUM NERD TYPE AT FDL LITE I AT DOOR A 4 3 6 32 t 3 2 IRUUTV DOORS /-SEE SEPARATE NOA a J111\ !F 7 MULLION LOAD CAPACITY - PSF AT DOUBLLP DOOR WITH TRANSOM NOMINAL DIMS. vrMOUT WITH RSIIQFORCING RE011FORCING NOMINAL DIMS. WITHOUT WITH REINFORCING REINFORCING WWH (WI) WIDTH (W2) LIDM (A) LEMON (L) EXT-(+) EkT.(+) INT-(-) *I (-) WIDTH (WI) WIDTH (W2) LENONN (A) Z � OR.(+) EXL(+) fid-) INT-(-) 1\ ilI J1 z p 96, 85.0 875 �. 30' 33" M. 34' 42" 48" 90" 114' 44.3 875 81.3 875 42.6 875 78.0 87.5 WIDTH (W2) WIDTH (WI) 749 87.5 39.6 82.9 TOTAL NO. OF ANCHORS gNt3�R5 AT DOOR NU LION SBL TYPE AT FIX. LITE A7 DOOR A 3 2 6 2 2 C 2 2 MULLION LOAD CAPACITY - PSF AT DOUBLE DOOR WM TRANSOM MULLION LOAD CAPACITY - PSF AT DOUBLLP DOOR WITH TRANSOM NOMINAL DIMS. vrMOUT WITH RSIIQFORCING RE011FORCING NOMINAL DIMS. WITHOUT WITH REINFORCING REINFORCING WWH (WI) WIDTH (W2) LIDM (A) LEMON (L) EXT-(+) EkT.(+) INT-(-) *I (-) WIDTH (WI) WIDTH (W2) LENONN (A) LEt+6111 00 OR.(+) EXL(+) fid-) INT-(-) 6D. 30" 33' 36' 39' 42' 48" 1%.90" 96, 85.0 875 �. 30' 33" M. 34' 42" 48" 90" 114' 44.3 875 81.3 875 42.6 875 78.0 87.5 41.1 85.9 749 87.5 39.6 82.9 72.1 87.5 36.3 80.1 67.0 87.5 35.9 75.0 62.6 87.590" 33.7 70.6 72" 3p' 33' 36" 39' 42` 48" 54" 77.0 87.5 72" 30' 33' 36' 39' 42' 48'32A 54" 39.7 83.0 74.0 67.5 383 802 71.3 87.5 37.1 77.6 6&7 875 35.9 75.1 66.3 87.5 34.8 72.8 62.0 87.5 66.6 58.2 875 31.0 64-5 �. M. 33" 39' 42" 48' 54 W. 102" 67.0 875 60" n" 30" 33' 36' 39' 42' 48' 54' 30' 33" M. 39` 42' 48' 90' 120' 1 369 77.1 64.3 87.5 35.5 74.3 61.8 87.5 34.3 71.7 59.5 87.5 33.1 692 573 87.5 325 67.0 53.5 87.5 30.0 62.8 50.1 87.5 28.3 592 n" 30" 33' Nr 39" 42" 48" 54' 60.5 87.5 33.0 69.0 583 87.5 31.9 68.8 56.2 87.5 30.9 64.6 543 875 29.9 626 52 5 87 5 29.0 60.7 49 2 675 27.4 573 463 87.5 60. 30' 33" 36' 39" 4r 48' 54' I 90" 108' 54.0 87.5 819 1 87.5 49.9 87.5 4&1 87.5 46.5 87.5 43.4 87.5 40.8 85.3 n. 30' 33' 36' 39' 42 48' 54' 46.5 87.5 46.8 87.5 45.2 87.5 43.7 87.5 42.4 87.5 39.8 1 833 37.6 1 78.6 STEP 3: MULLION LOAD CAPACITIES lTruiite M.A.W�J��ll�/�Y�.V�m�Hpi" lflfpd/vnemr.111rlR -=n &W FXRWAY DRIVE, & to 200 DEEIW: ELD SEACK FL 33441 P. 806432 -Mu I L 954-724-200 PRODUCT: Resistor 3000 STOREFRONT WALL-LMI *Resistor UCY ENGINEERING, INC_ LLJ GLAZING CONSULTANT 9110 SW SUNSET DRIVE MIAK FL 33173 P. 305-271-0117 Env* MCC STAMP: YIPM WANG, P.E. �,�GE�S� �• -vim: 4 '• 5596 r . NOV fS 2MI = Iz r -o ; OF ; 4l STATZ %�O �:•' 'C�' -41111111i'- MODUMMMw - cmwbft wise flee Florida By Ar DadePmd,.rrl...,. DRMM: S.L DRAWING No: DATE 9-22-11 6 OF 11 DWG: ADI 1-20 T a I WR)TI! (w) - wi AT FRAME JAMB WIDTH (W) - VQ + W3 AT FRAM MULLION 2 ` 1aXAE' DOORS SEE SEPARATE NOA WIDTH (W) - W1 AT FRAME JAMB WIDTH (w) - W2 + W3 AT FRAME MILLION 2 I / Wl � -_ W3 j - WIDTH (w) a wl AT FRAME JAMS WIDTH (W) - W2 + W3 AT FRAME MULLION 2 'TRUUTE' DOORS SEE SEPARATE NOA ILL III I W7 W2 i � i WwH (W) = W l AT FRAME JAMB WIDTH (w) - W2 + W3 AT FRAM MULLION 2 STEP 4: ANCHOR LOAD CAPACLTY c7rufltel MtpiAvww.tnBGeooln 840 Ff f WAY DRW %ft 200 [IMM EM BEACH, R. 33449 p. 8110-432.8132 I L 954-724.208;1 PROOl1CT: Resistor 3000 STOREFRONT WALL_-LMI ,Resistor t0aar asrar6l t�t1v18c0wNs ROM WE/fn%RI(S ENGINEER: %INC� MCY ENGMEWNG, GLAZING CONSULTA T 9110 SW SUNSET DRIVE MIAAA R. 33173 P. 3DS-271-0117 Mcy STAMP: Yom WANG. P.E. FLORIDA REGISTRATION PE 155983 `% _ �OE11i$�• o0 V NO cc z • STAT -E OF . I still PRODOCrR)3VIm aq1wnvbAvwftdwFb&u • p28i4. BY Daft Po" DRAWN: S.L. DRAWING No: DATE 9-22-11 8 of 11 DWG: AD11-20 ANCHOR LOAD CAPACITY - PSA' EXG(+) & WT.(-) ANcHcR LOAD CAPAGTlY - PSP' EXT.(+) do INT.(-) NOMINAL DIMS. (W) ANCHORS TYPE 'A' 'A2' 'A3' 'A4' Al TYPE 'B2' 'B3' ANCHORS TM ' 'Cx' 'C3' NOMTNAL DIMS. 1viDTH (lid FRAME TYPH B ANCH08S TYPB'WIDTH 'A2' 'A3' 'A4' %W 'CZ' •CW AMMMS TYPE 'A' rMO 24' 30' 36- 42" 48' y}' 60" 66" 72- 78' 1004 100.0 1004 100.0 100.0 100.0 1000 24-100.0 30" 36" 42" 48" 54' 60' 114" 100.0 loom 100.0 100.0 100.0 100.0 100.0 100.0 IOO.O IOOm 100.0 100.0 99.4 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100-0 82.8 100.0 100.0 100.0 IMA 100.0 100.0 100m 100.0 100.0 100.0 100.0 100.0 loom 714 100.0 160A 924 100-0 95.0 10D.0 90.8 100.0 1004 loom, 100.0 loom 100.0 62.1 93.2 100.0 808 100.0 83.2 100-0 80.7 100.0 100.0 100.0 1004 1004 100.0 35.2 1 82.8 loom 719 100.0 739 100.0 72.6 100.0 100.0 943 100.0 97.2 100.0 49.7 1 744 99.4 64.7 97.0 66.5 99.8 664 994 100.0 859 100.0 88.4 100.0 24' 30" M. 42" 48" 54` W. 120" 100.0 1 1004 100.0 loom! 100.0 100.0 100.0 605 90.8 100.0 788 1000 81.0 100.0 94.4 100.0 ' 100.0 100.0 100 0 100.0 100.0 24' 36" 36" 42- 48" w 6d' 66" Zr 84- 100.0 loom 100.0 1004 100.0 100.0 100.0 78.7 1004 100.0 1000 1000 100.0 100.0 100.0 100.0 100.0 100-0 100.0 100.0 100.0 67.4 1004 100.0 878 100.0 90.3 100.0 1000 MM 100-0 100.0 1000 100-0 100.0 59.0 1100.0 768 100.0 794 100.0 963 1000 100.0 100.0 100.0 100.0 100-0 52.4 78 7 100A 683 100.0 70.2 100.0 843 100.0 1004 100.0 100.0 1081.0 100.0 472 70.8 94.4 61.4 922 63.2 94.8 749 100.0 100.0 97.5 100.0 100.0 100.0 ANCHORS TYPES: SEE SHEET 9 FOR DE9G8PItON _ AK"ORS TYPE W AT JAMS OR EACH SIDE OF MULLION AS = (3) A�J04M TYPE %1 AT JAMB OR EACH SIDE OF MULLION A4 - (4) ANCHORS TYPE J1' AT JAIL OR EACH SIDE OF MULLION B2 - (2) ANCHORS TYPE 'B' AT JAILS OR EACH SIDE OF MULLION B3 = (3) ANCHORS TYPE '8' AT JAMB OR EACH SIDE OF MULLION C2- - (2) ANCHORS TYPE •C' AT JAMB OR EACH SIDE OF MULLION C3 = (3) ANCHORS TYPE 'C' AT JAMB OR EACH SIDE OF MULLION ALL OTHER ANCHORS TO SPACED AS PER ELEYATLOd 4" 4" `1• 3- 3 3- 1 3/4" 1 3/4" 1 3/4' 3. 1 3/4' A2. B2 C2 A3._W. t� 67.4 100.0 tOOA 87.6 100.0 90.3 1004 61.3 919 1000 72A 100.0 821 100.0 56.2 84.3 100.0 73.1 1 100.0 1 73.2 100.0 24' 30- 36- 42" 48' 54' 66" 72" 90" 100.0 1000 1004 100.0 IOMO 100-0 100-0 100.01 100.0 100.0 100.0 100.0 100.0 100.0 100.0 FlOOM 100-0 100-0 100.0 100.0 loom 899 1 I= 100.0 100.0 100.0 100.0 100.0 787 100.0 100.0 1 100.0 100.0 100-0 100-0 69.9 100.0 100.0 1 91.0 100.0 93.6 100.0 62.9 94.4 100-0 619 100.0 84.3 1 100.0 572 85.8 100.0 743 1000 76 6 100.0 52.4 78.7 100.0 88.3 100.0 70.2 100-0 24' 30" 36- 42" 48- 54- 60- 66' 72' 96' 00.0 100.0 100-0 100.0 100.0 100.0 100.0 12) IOCLO 100.0 100-0 90114 100.0 100.0 100.0 983 100.0 1004 100.0 1004 100.0 100.0 84.3 100.0 100.0 100.0 t0O.0 100.0 100-0 73.8 100.0 1000 964 IDOM 988 100-0 65.6 983 TOMO 85.3 1000 87.8 100-0 59.0 865 IMM 762 100.0 794 100.0 33,6 005 100.0 69.8 IOOA 71.8 100.0 492 73.8 983 Som 96.0 65.8 98.8 24" 30- 36" 42- 46' 54- 60. 66' ?2' 702" 100.0 100.0 100-0 1004 1004 100.0 000.0 100.0 100.0 100.0 100.0 l00.0 1004 1000 925 100.0 100.0 700-0 100.0 100.0 100.0 793 1004 100-0 1004 100-0 100-0 100.0 69.4 100.0 1004 00.4 100.0 929 100.0 61.7 923 1004 80.3 100-0 82.6 1004 555 63.3 100.0 72.3 100.0 74.4 100.0 50.5 75.7 100.0 65.7 98.6 67.6 100.0 46.3 69.4 925 60.2 90.4 62.0 929 24- 30- 36" 42' 48" 54' 60' 66" loEr 100.0 100.0 1000 100.0 100.0 100.0 100-0 100.0 100.0 1004 100.0 100.0 100.0 100. 87.4 100.0 100.0 1000 100.0 1 100.0 100.0Av 74.9 100-0 10D.0 975 100.0 100.0 1000 55.6 98.3 100.0 85.3 100.0 87.8 100.0 58.3 137.4 100.0 75.9 loom 78 0 100.0 524 1 78.7 100.0 683 100.0 70.2 1 100.0 47.7 1 715 95.4 62.1 93.1 63.8 958 WR)TI! (w) - wi AT FRAME JAMB WIDTH (W) - VQ + W3 AT FRAM MULLION 2 ` 1aXAE' DOORS SEE SEPARATE NOA WIDTH (W) - W1 AT FRAME JAMB WIDTH (w) - W2 + W3 AT FRAME MILLION 2 I / Wl � -_ W3 j - WIDTH (w) a wl AT FRAME JAMS WIDTH (W) - W2 + W3 AT FRAME MULLION 2 'TRUUTE' DOORS SEE SEPARATE NOA ILL III I W7 W2 i � i WwH (W) = W l AT FRAME JAMB WIDTH (w) - W2 + W3 AT FRAM MULLION 2 STEP 4: ANCHOR LOAD CAPACLTY c7rufltel MtpiAvww.tnBGeooln 840 Ff f WAY DRW %ft 200 [IMM EM BEACH, R. 33449 p. 8110-432.8132 I L 954-724.208;1 PROOl1CT: Resistor 3000 STOREFRONT WALL_-LMI ,Resistor t0aar asrar6l t�t1v18c0wNs ROM WE/fn%RI(S ENGINEER: %INC� MCY ENGMEWNG, GLAZING CONSULTA T 9110 SW SUNSET DRIVE MIAAA R. 33173 P. 3DS-271-0117 Mcy STAMP: Yom WANG. P.E. FLORIDA REGISTRATION PE 155983 `% _ �OE11i$�• o0 V NO cc z • STAT -E OF . I still PRODOCrR)3VIm aq1wnvbAvwftdwFb&u • p28i4. BY Daft Po" DRAWN: S.L. DRAWING No: DATE 9-22-11 8 of 11 DWG: AD11-20 a TYPICAL ANCHORS SEE ELEV. FOR SPACING ,r-- METAL STRICTURE g1a TWICAL ANCHORS r-- _-------------- MULLION ----_-----MULLION & MULLION ANCHORS I I INSEE SEPARATE NOA 11 11 EDGE DISTANCE I I 11 IL--------------�1 TYPICAL ANCHORS SEE ELEV. FOR SPACING N WOOD BUCKS AND METAL STRUCTURES NOT BY TRUUTE. MUST SUSTAIN LOADS IMIVSED BY GLAZING SYSTEM AND TRAWSFER THEM TO THE BIAEDING STRUCTURE TYPICAL ANCHORS: SEE ELEVATIONS FOR SPACING TYPE 'A' 1/4" DIA. ULTRACON BY 'ELCO' (Fu 177 KSI, Fy=155 KSI) INTO 2BY WOOD SUCKS OR WOOD STRUCTURES 1-3/8" MIN_ PENETRATION INTO WOOD INTO CONC. THRU WOOD BUCKS INTO CONC_ OR MASONRY 1-1/4- MIN. EMBED INTO CONC. TYPE 'B' IX DIA. ULTRACON BY 'ELCO' (Fu 177 KSI. Fy=155 KSI) DIRECTLY INTO CONCRETE OR MASONRY 1-5/8" MIN. EMBED INTO CONCRETE OR MASONRY. TYPE 'C' .014 SMS OR SELF DRI ! TNG STREWS (GRADE 2 CRS1 INTO MIAMI—DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) INTO METAL STRUCTURE. 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) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2' MIN. INTO WOW STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 3/4' MIN. CONCRETE f'C = 3000 PSI MIN. C-90 HOLLOW/FLLED BLOCK f'm - 2000 PSI MIN. SEALANTS: GLAZING BEAD AT FRAME SILL SEALED TO GLASS WITH SILICONE GLAZING OPTIONS 6A, 68 OR 6C. FRAME CORNERS SEALED WITH DOW CORNING 999 OR EQUAL COMPATIBLE. THIS PRODUCT MAY BE INSTALLED INSIDE OR OUTSIDE GLAZED vTrulite oussQtasouiikiNS' f f zl www&wm=m 840 FAIRWAY DRIVE. Stft 240 DEEWIED BEACK R 33441 p. 80643&8132 I L 254-n4-= I PRODUCT: Resistor 3000 STOREFRONT WALL—LMI Resi sto r EI.R f&WWM PRVr8=1DN•' I[.7a [: j ENGINEER C MCY ENGINEERING, INC. GLAZING CONSULTANT 9114 SW SUNSET DRIVE MIAMI. FL 33173 13"305 -271 -Mi? EmatMCY YIPWG wpm. P.E. GEN •• N� r_ i i * •: ND 55983 s iV��TTi/' s � jQi i • •� is PRODUCT REVISED as conOyiulg tvirb d1a Florida Buad6g Code Accepipaw ° IA ,p ]dy . A+Dami ><dc FAod�t DRAWN: S.L DRAWING No: DATE: 9-22-11 9 of 11 DVIG: AD11-20 WOOD BUCK FILLER REINFORCING OPTIONAL HEM MAX. FRA51 HEIGHT GAP M. MNL 60' 3/18' 1/2' 72' 1 1/4' 1/2- 84' 1/4' 1/2' 86 3/8• 1/2• 108" 3/8' 1/2" 120' 1/2' 1/2' MAX. FRAME AJAX. GAP AT WIDTH EACH SIDE 30 Fr. 1-1/8" 6O Fr. 1-1/8' Ai,TEM49E SEALANTS AT JAMIE GAPS CAN BE DESIGNED BY ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE UNES. EXTERIOR OR INTERIOR MIN. 12-24 MIN. 3 t EM AGP-154 --------i 11 O46A) JAMB/HEAD 1 ; DOOR RATING AND DETAILS tM. #10-24 t r, AT 12' O.C. \.� APPRONEO DOOR BY `fIMW t \ \ t SEE SEPARATE NOA FOR AND OETAILS `lam nt DOOR RATING t t it r MI t �l MIN. 12-24 MIN. 3 t EM L; ; ; ; r---_~�r-11 — rr t �_ r - r----1 r i� u �_ I r ti i I t r t, � t t_----- ~i t t L + Y ,: M. 12-24 SMS :/ MIN. 3 HINGES aTrulite tiwo tw&wftcorn 800 FAIRWAY DRIVE, Suite 200 DEERFIEID BEACH, FL 33441 p. 6M -43? -8132 ! L OS4-724-200 PRODUCT: Resistor 3000 STOREFRONT WALL-LMI Resistor MAW49I ats,aslon8rtw MN I DATE/REMARM C MCY ENGINEERING, INC. GLAZING CONSULTANT 8110 SW amsETDRIVE MIAMI, FL 33173 P: 305-271-0117 McyxAwnewlqqQqftAw wwwae� STAIAP YIPING WANG, P.E. qF� J,ze. tv 4 558 OV 1 2011 s' e� STATZ Of :1V v �..An vt t��rjl►tltiiijii; PRODUCT REVISED as cw*yin wide dw FluMa Badfng 0m& .. DRAYM S.L DRAWING No: DATE 9-2z:] 10 OF 11 DWG: AD11-20 hINLd1-DARE COUNTY --------i APPROJED DOOR BY 'TRUUTV SEE SEPARATE NOA FOR 1 ; DOOR RATING AND DETAILS t t r, L; ; ; ; r---_~�r-11 — rr t �_ r - r----1 r i� u �_ I r ti i I t r t, � t t_----- ~i t t L + Y ,: M. 12-24 SMS :/ MIN. 3 HINGES aTrulite tiwo tw&wftcorn 800 FAIRWAY DRIVE, Suite 200 DEERFIEID BEACH, FL 33441 p. 6M -43? -8132 ! L OS4-724-200 PRODUCT: Resistor 3000 STOREFRONT WALL-LMI Resistor MAW49I ats,aslon8rtw MN I DATE/REMARM C MCY ENGINEERING, INC. GLAZING CONSULTANT 8110 SW amsETDRIVE MIAMI, FL 33173 P: 305-271-0117 McyxAwnewlqqQqftAw wwwae� STAIAP YIPING WANG, P.E. qF� J,ze. tv 4 558 OV 1 2011 s' e� STATZ Of :1V v �..An vt t��rjl►tltiiijii; PRODUCT REVISED as cw*yin wide dw FluMa Badfng 0m& .. DRAYM S.L DRAWING No: DATE 9-2z:] 10 OF 11 DWG: AD11-20 j 4.500 .250 �3.=� o 0 p $ 2.750 125 0 FRRNiE HEAD/SILL/JAMB .10 SHEAR BLOCK 4.600 .25a b 1.M A O � e 2.754. 125 O FRAME INTERMEDIATE MULLION 0 GLAZING STOP (9/16' GLASS) O WEDGE -IN GASKET I •� I �2 �� I � Fes---- 3.1138— REINFORCEMENT .938— REINFORCEMENT :Trulite c�LAss a.ALur�alee �LL1TwNs- harjAv w Afum com 800 FAIRWAY DRIVE, Suite 200 DEERFIEL.D BEACH. FL 33441 P. 80D432-81321 L 864-7242063 Resistor 3004 STOREFRONT WALL-LMI Resistor sumasumpagr ENGINEER: C MCY ENGINEERING, INC. GLAZING CONSULTANT 9110 SIN SUNSET DRIVE MIAMI, FL 33173 P. 305-271-0117 F.malt MCY STAMP. 17 ► tuvat F No 85983 • � : * a rte' iSK7T '�4^l 4 /� • PRODUCT REVISED as camp4iug with die F!CAft Aocejdmm 140 Elaw Rim -h DRAWN:S.L DRAWING Na: DATE - ATE 9-22-11 ll OF 11 DWG:. ADI 1-20 BILL OF MATERIALS ITEM QTY. PROFILE DESCRIPTION MATMM MANWACT(TRTIR/RII M KS 1 AS RECO. 5001 FRAME HEAO1%L/.IAMB ALUM. 6063-76 TIWWE 2 AS A£OD. 3002 INTERMEDIATE MUUJON (VERT/HOW) AUAL 6063-T6 TFwUTE 3 AS REOD. 3003 GLAZING STOP AL1A/ 6063-T5 TRULtTE 4 1/ CORNER 3004A SHEAR BLM AJ,%L 6063-T6 T' LONG 5 AS REDO. H-63 GLAZING GASKET EPD{I - 6A AS READ. DC995 SONE SEALANT SILICONE DOPY CORNING 68 AS REOO. SSG4000 SILICONE SEALANT SILICONE GE (MWZNnVQ 6C AS REQ. PR GL ZE SILICONE SEALANT SILICONE TRE 1� 7 2/ CORNER S14 #2-24 x 3/4` 1 WAD THREAD CITTMSCREWS 8 2/ CORNER P13 1/2-20 x 1-1/2' PAW HEAD MACHINE SCREWS - - 9 - V2100 (LAZING FOAM TAPE - NORTON 9A - V2200 tLA21WG FOAM TAPE - NORTON 10 AS REOD. - SETTING BLOCK (1/2' x 1/8' z 4 LANG) EPM1 - 1OA AS REOO. I H62D SETTING BLOCK (1/2' x 1/4' z 4' LONG) EPOM - 11 AS READ_ 3004A ALL MOM REIT I ALUM. 6963 -TS TRUUTE 4.500 .250 �3.=� o 0 p $ 2.750 125 0 FRRNiE HEAD/SILL/JAMB .10 SHEAR BLOCK 4.600 .25a b 1.M A O � e 2.754. 125 O FRAME INTERMEDIATE MULLION 0 GLAZING STOP (9/16' GLASS) O WEDGE -IN GASKET I •� I �2 �� I � Fes---- 3.1138— REINFORCEMENT .938— REINFORCEMENT :Trulite c�LAss a.ALur�alee �LL1TwNs- harjAv w Afum com 800 FAIRWAY DRIVE, Suite 200 DEERFIEL.D BEACH. FL 33441 P. 80D432-81321 L 864-7242063 Resistor 3004 STOREFRONT WALL-LMI Resistor sumasumpagr ENGINEER: C MCY ENGINEERING, INC. GLAZING CONSULTANT 9110 SIN SUNSET DRIVE MIAMI, FL 33173 P. 305-271-0117 F.malt MCY STAMP. 17 ► tuvat F No 85983 • � : * a rte' iSK7T '�4^l 4 /� • PRODUCT REVISED as camp4iug with die F!CAft Aocejdmm 140 Elaw Rim -h DRAWN:S.L DRAWING Na: DATE - ATE 9-22-11 ll OF 11 DWG:. ADI 1-20 a • .v SERIES S-450 AWMINUM PROJECT OUT WINDO DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON MEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF PROJECT®/PROJECTED OR PROJECTED WITH OTHER MIAMI-DADE COUNTY APPR'D WINDOWS USING MIAMI -DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM - 04 12 3/4" \ FALSE MUNT116 29 3/8' `«� ) MAY HE USED D.L. OPG 3r PYP4 ,� ELEVATION MULTI POINT LOCK AT EACH JAMB MAX. WOW. WIDTH 42 IN. MIN. WDW. HEIGHT 42 IN. i THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOtIREMENTS OF THE FLORIDA BUILDING CODE Mfl.UDING HIGH VELOCITY HURRICANE ZONE (HVHZ)- WOOD BUCKS BY OTHERS. MUST BE ANCHORED PRLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED ASN S ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYONDI WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION 94CREASE IS- USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOUI2EMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. - �� A i Z ti rn 3 8p- O w J WINDOW WIDTH �� 78- - w o VENT WIDTH O V 72 3/8' a D.L. OPG. ° °d 12 3/4-6 w MAX MAX HEADISILL A HEAD/�L[ Q wo ILa n a CORNERS C o 0: 0 a LIS C1 Q \ o if if % ii if C"qB1 ii ii i•=EN CI C14 C4 to 0 C �> m M w Z�[2 Q. 3 twit M <oW a.C)a N � to TYPICAL ELEVATION ..ntO. DOUBLE MULTI POINT LOCK AT SILL 90 3 r� w MIN. WOW. WIDTH = 42 ML to olk 0 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. Ii*acl-I I I I SHUTTERS ARE NOT ,AjVAD At� •• . �C�II(1,7Ji`l:• $ )ISO ('Y/ Q S � a v o drowing no. W09-57 sheet 1 of 6 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 i 1/8" HEAT STREN'D GLASS .090" INTERLAYER BUTACITE PV8 BY 'DUPONT' s 1/8" HEAT STREN'D GLASS � N � �i0 11 tz \((� o . tit Sl1JC0NE DOW CORNING 995 W GLASS TYPE 'A' 11/32" OVERALL 3/16' HEAT STM -D GLASS .090' INFERLAYER SFNrRYLLAS BY bUPONr 3/16" HEAT STREN'0 GLASS - �i1 DESIGN LOAD CAPACITY - PSF i/8- HEAT STREN-D GLASS WINDOW DIMS. vrm mm LOCSS 9/ III= pow GLASS Ty GLASS TYPES 'A', '8'. `C & 'D' B'. 'C' & 'D' WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) INT.(-) 19-1/8- 26-1/2' _ 32' 37'', 42'26-1/2' 48' 53-1/8' 74- 80' 84' 70.0 70.0 70.0 70.0 80.0 .80.0 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 800 80.0 700 70.0 800 80.0 700 700 80.0 80.0 70.0 70.0 80.0 800 55.0 55.0 800 800 43.2 43.2 80.0 80.0 37.1 37.1 80.0 80.0 19-1/8' 26-1/2' U. 37' 42- 48' 53-1/8- 74' 32" 70.0 700 80.0 800 70.0 700 800 800 700 70.0 80.0 80.0 70.0 70.0 80.0 80.0 70.0 70.0 800 800 700 70.0 800 800 70.0 70.0 80.0 80.0 - - 800 800 800 80.0 77.6 77.6 19-1/8- 26-1/2- 32- 37" 42- 48' 53-1/8' 74' 80" 37- 700 70.0 800 80.0 700 70.0 800 80.0 700 700 8o0 Bob 70.0 70.0 80.0 80.0 70.0 70.0 80.0 80.0 70.0 700 80.0 800 70.0 70.0 so0 800 - - 800 800 - 1 - 80.0 80.0 19-1/8- 26-1%2' 32" 37'33/8, 42' 48" 53-1/8- 74' 70.0 700 800 8DA 70.0 70.0 800 800 700 700 80.0 80.0 700 70.0 80.0 80.0 700 70.0 800 8D.0- 0048" 700 70.0 80.0. 800 70.o 700 '80.0 800 - - Boo so .0 19-1/8- 26-1/2- 32- 37' 42' Q. 53-1/8' 50-5/8' 700 700 800 800 700 700 8D.0 80.0 70.0 700 80.0 800 70.0 70.0 800 80.0 700 70.0 800 800 - - 80.0 800 - - 80.0 80.0 IS -1/8- 26-1/2' 32' 37' 42- 63' 70.0 70.0 80.0 80.0 70.0 700 80.0 80.0 70.0 70.0 80.0 80.0 700 70.0 80.0 800 - I - 80.0 80.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 i 1/8" HEAT STREN'D GLASS .090" INTERLAYER BUTACITE PV8 BY 'DUPONT' s 1/8" HEAT STREN'D GLASS � N � �i0 11 tz \((� o . tit Sl1JC0NE DOW CORNING 995 W GLASS TYPE 'A' 11/32" OVERALL 3/16' HEAT STM -D GLASS .090' INFERLAYER SFNrRYLLAS BY bUPONr 3/16" HEAT STREN'0 GLASS - �i1 DESIGN LOAD CAPACITY - PSF i/8- HEAT STREN-D GLASS WINDOW DIUS. mm = LOCKS V/ E11110 POW LOW GLASS TYPES GLASS TYPES 'A', 'B'. 'C' & 'D' 'B'. 'C' & 'D' WIDTH HEIGHT EXT.(+) ] NT.(-) EXT.(+) 1 NT.(-) 19-1/8- 26-1/2-54.4 32` 37' /4' 70.0 70.0 800 80.0 54.4 54.4 80.0 80.0 - - 800 80.0 - - 80.0 80.0 19-1/8' 26-1/2-�" 32' 37' 0 5&6 58.6 800 800 43.2 43.2 800 80 0 - - 80.0 80.0 - - 80.0 80.0 26-1/2' 32' 1 84' 50.5 50.5 800 80.0 37.1 37.1 800 1 800 - - 77.6 77.6 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 i 1/8" HEAT STREN'D GLASS .090" INTERLAYER BUTACITE PV8 BY 'DUPONT' s 1/8" HEAT STREN'D GLASS � N � �i0 11 tz \((� o . tit Sl1JC0NE DOW CORNING 995 W GLASS TYPE 'A' 11/32" OVERALL 3/16' HEAT STM -D GLASS .090' INFERLAYER SFNrRYLLAS BY bUPONr 3/16" HEAT STREN'0 GLASS - �i1 o o SILICONE W SILICONE DOW CORNING 995 ITWDOW CORNING 995 GLASS TYPE 'C' GLASS TYPE 'D' 7/18- OVERALL 11/18- OVERALL GLAZING OPTIONS PRQDlUCrREVI= eft �Y6iB3ttheFl FLA PE f 7dW2 Bb&fttbdq cAX ` ,; �►'�,1�� 1, Dame drawing n-11 o. W09-57 i/8- HEAT STREN-D GLASS //�� 4 V �o N .090' INTERLAYER z ti SENTRYGLAS BY 'DUPONT' o Z jL 11/8' HEAT STRENb GLASS Ile 0 o 0 0 IL a oG o 0 d 10 1t 10.1 32O M c'0usm 0 IL 4 V1 r O4cl�oFr ,to Ocv m Ali SILKMNE DOW CORNING ..I v (0 :5 _j Q m t �° 995 GLASS TYPE 'B' R 11/32- OVEALL m J a t 3 UN N �0 .. 1/8 TEMP. GLASS�j�.v rri ]/4- AIR SPACE 3 L..i t Q 1r3 1/8' HEAT SIREN'D (LASS c-3 Z to ...i Orw >L a 090" ViTERLAYER SMACITE PVB BY bUPONT' :2 ix 2 co Z Z v (~j r O t�v �0m `V 1/8' HEAT STREN'D GLASS I Nrna N o o SILICONE W SILICONE DOW CORNING 995 ITWDOW CORNING 995 GLASS TYPE 'C' GLASS TYPE 'D' 7/18- OVERALL 11/18- OVERALL GLAZING OPTIONS PRQDlUCrREVI= eft �Y6iB3ttheFl FLA PE f 7dW2 Bb&fttbdq cAX ` ,; �►'�,1�� 1, Dame drawing n-11 o. W09-57 METAL TYPICAL ANCHORS 2 OOD BUCK STRUCTURE Li LEV. FOR SPACING -------------------- i7 Y�i000 RE i MIAIA-DARE COUNTY APPROVED t 11 MULLION & MULLION ANCHORS 11 I� SEE SEPARATE NOA II 11 II I 11 fl L--- ------ __---- 1 - ERS UATo 37' tom. WvTHS ERS UPTO "I WM. wo'rT S TYPICAL ANCHORS TYPICAL ANCHORS ERS OVER W VOW WIDTHS SEE Et". FOR SPACING SEE 0". FOR SPACING WOOD RUCKS AND METAL STRUCTURE NOT BY S.1.W. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. r - t v . 18Y TYPICAL A14CHORS WOOD BUCK SEE ELEV. FOR SPACING `TYPICAL ANCHORS: SEE ELEV. FDR -SPAc1NG /4" DW. ULTRACON BY 'FICO-' (Fu -177 K% Fya155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8- MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY DIRECTLY INTO CONIC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCfB=NILS (GWDE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8- THK. MIN.) 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) TYPICAL EDGE DISTANtD- 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 f'c = 3000 PSI MIN. C-90 HOLIOW/FILLED 8 MCK AT JAMBS f'm - 2000 PSI MIN. SEALANTS: ALL FRAME AND VENT CORNERS SEALED WITH p PliUDUCrREWSED �2 4ftu Z ti O ro a � N 0 L 0 v Uo 0 tag 0 ca.Qo O 03fc-0a ir L z aa)i o QUzi N 9N o ,- -=*m`n to CD fn V QQM Z fn aL a- 3 w W CD_ C7 U 1 Z Z a 5 aVF N y Arno � droving no. W09-57 1/4' MAX. SHIM TYPICAL ANtCi10RS SEE ELW FOR SPACING METAL STRUCTURE TYPIC) Fi OMULTI POINT LOCK 5Y5. LATCH KEEPER 3 KEEPERS UPTO 42' WDW. HTS 4 KEEPERS UPTO 66' WDW. HTS. _ 5 KEEPERS OVER 66' WDW. HTS. ANCHORS lY. ACM TYPICAL i FOR STF 1/4' MAX rl1 an 1 rn O Z 3 O HLIL I N to 0 O� " � 0 O� V � � O'Oid o O a Q Q e0i O f co Q� o rii3rL m Woo_ o aUZI � N �` � N 4m 3 U� N '� _o ,. .,0-'/ n Z cn J LJ cr cL 3wa 1-- CD UQ V Wm N ?may" m 3 in � N u)rn o _ m EnWAkV I �UCTREV=[) n `dwL aimplying wuhdieF i o PEW a D _ 9 y Prodm 1 drawing no. W09-57 ,Q ;rt.t,' I- t �` sheet 4 of 6 E N sY 1 a� Z 3 0� Q aM O o v Ow IL 0 as O� a C w M O Rac I O °�opE I O a�3IL �Lug04 CD aN N a_ ,. a � ztn� 3af= z UZv dVm N co im 6 12 ch W !A m� z ma o ory 0 � c � ,tip.'•- ; i ' -Mb= REV=) c o FLA. PE B ooai�wl61theFfd& o $g Y ! ; � I drawing no. W09-57 sheet 5 of S ITEM N0. PART N0. QUANTITY DESCRIPTIdN MATERIAL 1i1ANF./SUPPLIER/RSMARRS I S1W401 1 FRAME HEAD 6063—T6 — ` 2 SflM401 , FRAME SILL 8063—Tb — 3 SItA1401 1 FRAME JAMS 6063—T6 — 5 SIW402 1 VENT TOP RAIL ' b063 --T6 — b SiW402 ? VENT BOTTOM RAIL 6063—T6 — 7 S1Yd4d2 1 VENT SIDE RAIL so63-Ts - 9•L. 23138 AS REOQ SNUBBER 5i. STEEL TRUTH HARDWARE 10 SMI 12 AS REOD. GLAZING BF1>,0 (5/i6' GLASS) 6063—T8 — 10.1 SflN128 AS REOD. ALT. GLAZING BEAD (5/16' GLASS) 6063—T6 — i0A SIiN117 AS REOD. GLAZING BEAD (1,/16" IiVSUI.. GLASS} 6063—Tb — ,d9 slW,dl3 AS REOD. c;IazlNc BEAD (7/ts" t;1.Ass) 6063—TS - - 106.t — AS REOD. ALT. GLAZING BEAD (7/16' GLASS) b063—T6 — . 1t 5531 AS REOD. EXr. GLAZING SPACER SANTOPRENE CENTRAL PLASTICS 12 s3d2 As REI,D. OUTER c�l�ola SEAL - CENTRAL PLASTICS 13 APT425 AS READ. H+N�#:R COMPRESSION S£A1. — SCHLEGEL SYSTEMS 14 PJS40—SS 2J CORNER CORNER LOCK ST. STEEL SULLIVAN & ASSOCIATES 16 35.13 2/ WOIN 4 BAR HINGES—HEAVY DUTY ST. STEEL. TRUTH HARLTtVAf� 17 5t.1 1/ WDYY ASG OPERATOR — TRUTH HARDWARE 17.1 32658 1 OPERATOR GASKET A62 — TRUTH HARDWARE 17.2 32833 1 OPERATOR SPACER .236 — TRUTH HA�'VOARI: ,s 41415 1J OPER. TRACK Si. STEEL TRUTH HaRDIrrAI� 1/ OPER. 3J4" X 3/4' X 1JS' ANGLE a1.ut�rlufa — 19 24.25 2/ VENT i.DCtC ASSEMBLY (SINGLE POW LOCK SYS.) — TRUTH HARDWARE 19.1 21496 2/ VENT SPACER (ssac� POINT LOCK SYS) - TRUTH HARDWARE , 9A 24.23 Z/ VENT i.00K ASSEM&.Y (MULTI POINT LOCK SYS.) — TRUTH HARDWARE ,sA.t 21749 2/ VENT SPACER (ML►LTI POINT tscK SYS.) - TRUTH Ho�r�E 13A.2 21 boD 1/ LAIC SUPPORT PLATE {bIlA.T1 POINT LOCK SYS.) - TRUTH HARDWARE 20 31384 1/ LOCK KEEPER {59!IGL£ POINT LOCK) ST. STEEL. TRUTH HARDWARE ZOA 3?301 AS REQ. KEEPER {MULTI POi1Ji LOCK) — TRUTH � 20A1 24 s�Es 1 mtrERt.�oac ROLLER TIE BAR cNtl6.Tl Polisl• LOCK) — TRUTH � 20A.2 32824 AS READ. 'FEE BAR GUIDE (MULTI POINT LOCK} — TRUTH HARDWARE 20A3 — 2/ Gly T� BAR tol1�E MOUNTING S(XtEWS (MULTI POW LOCK) — $1O X i—,/4" FH SMS 21 — 1 5/18' BOX SCREEN — OP'i10NAE. 22 — Z/ CORNER FRAME dt VENT ASSY. SCREWS CRS $t0 x 1-1 J4" FH SMS 23 — BjH61GE HINGE e1d1JNT�fG SCREWS — $f0 x 3j4' FH � 24 — 2/OPERATOR OPERATOR TRACK Nllis. SCREWS — �t0 x 3/4' FH SMS 25 — 2/tCEEPER KEEPER MOUNTING SCIS — �, 0 x 3/4" FN SIMS z7 — s/oPERATat OPERATOR MOUNTING SCREWS — $10 X 1-1/4' FH SMS 28 — 2/LOCIC 1�DCxC ASSEMBLY ]MOUNTING SCREWS — $10-24 X 1/2' FH MS TYPE F 29 — 2/SNUBBER SNUBBER NAG. SCREW — $,0 x 3/4• FH SMS 32 5530 AS READ. INTERIOR G'II�NG SPACER SAWTOPi� CENTRAL PLASTICS a a FRAME 2 2 3 7 445 .644 r r X12 I 1.177 •812 _.. .050 1.177 .1841 i0 iai GLAZING BEADS (5/16" GLASS) .290-1 r- .872 ,p5p 1.177 to0. GLAZING BEAD (11/16" INSUL.GLASS) .o45 i.557r .812 X12 316 ' ; 1.177 108.1 GLAZING BEADS (7/16" GLASS) VENT CORNER %= 4ftu z 9 o1: a� N �c o 0 IL ul �n O, Uo Of< a G � O J �a j Q -i r - m m 3 `J•% N O � �O a r7 Laj Z� 3L= z UZ 0-,u M N (fi3�gv ami a to k,t7�82 m��doP 'a CA Boaftcoda PEZ • ' No/ AD nate. 5 $L!J 4i in By Browing no. sheet 6 of 6 SERIES S-400 •ALUMaNUM OUTSWING CASEMENT IM01 DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF CASEMENT/CASEMl NT OR CASEMENT WITH OTHER MIAMI—DADS COUNTY APPR'D 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 REQUIltnElNTS 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 NOT 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 LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 6" MAX. N mm z U 29 3/8` O.L OPG 35' 3r 12 FALSE MLWnNS MS Y B Etot THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. � a • N � m rn • 1 3 V N ) _ to r. O> D J 3w M =E CL cn CL 0 3�j fn ani n ,�`' Facgr: JAVAD AHMAD CIM PirODUCT RBVISip 02 RA PE70.592 ' a4 �Y� tviththE Fl�da o 3�3 No A F Dade !b By adePtadn� drawing no. W09-54 sheet 1 of 6 MOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 DESIGN LOAD CAPACITY - PSF WINDOW DUM. 2 POINT LOCES 1/8' HEAT SIREN'D GLASS MULTI POINT LOCK ` GLASS TYPES GLASS TYPE GLASS TYPES GLASS TYPE 'A', W. 'C' & 'D' 'A' B' & 'C' 'D' WIDTH HEGM EXT.(+) INT.(-) EXT.(+) 1 NT.(-) EXT.(+) 1 NT.(-) EXT.(+) 1 NT.(-) 26-1/2" 32• 37" 42' 38-3/8" 70.0 70.0 70.0 70.0 804 80.0 80.0 80.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 804 70.0 70.0 70.0 70.0 80.0 80.0 804 80.0 26-1/2- 32"50-5/8" 3Y 42' 70.0 70.0 70.0 1 70.0 80.0 80.0 80.0 80.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 804 70.0 70.0 70.0 70.0 80.0 80.0 80.0 804 26-1/2' 32"" 37" 42" 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 70.0 70.0 80.0 804 80.0 804 - - - - 80.0 80.0 - - 26-1/2" 32' 3Y 74-1/4" 54.4 54.4 54.4 54.4 80.0 804 62.2 62.2 - - - - 80.0 80.0 - - - - - - 80.0 80.0 - - 26-1/2" 32' 37" 80' 43.2 432 43.2 432 80.0 80.0 49.3 49.3 - - - - 80.0 80.0 - - - - - - 80.0 804 - - 26-1/2" 32" 84" 37.1 37.1 37.1 37.1 80.0 804 424 42.4 - - - - 77.6 4 77.6 - - MOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 -3/16' HEAT STREN'D GLASS .090" INTERLAYER SENTRYGLAS PLUS BY 'DUPONV F-3/16' HM STREN'D GLASS z 2 OR o_ SILICONE DOW CORNING 995 GLASS TYPE 'C' 7/16" OVERALL TEMP. GLASS •1/4" AIR SPACE \\\8' HEAT STREN'D GLASS .090" 04TERIAYER BUTACiTE PVB BY 'DUPONT` r-1/8" HEAT STREN'D GLASS 0 SILJCONE r�XDCW CORNING 995 GLASS TYPE 'D' 11/16" OVERALL GLAZING OPTIONS £ngr .LAVA HWO: Pt�.ODUCT RI vmiD n a_ m compl*g %VA the swift c � IS - � ® ofS A TJrete %� v m v` co A4a Prodna drawing no. i�y``► W09-541 1/8" HEAT STREN'D GLASS 1/8' HEAT SIREN'D GLASS ` .090" INTERLAYER 'DUPONT' .090" INTERLAYER 'DUPONT* O BUTACTTE PVB BY SENTRYGLAS PLUS BY m Q cl c 1/8' HEAT STREN'0 GLASS 1/8• HEAT SIREWD GLASS O o J M m V 10 11 2 .f m 10.1 10 11 3 0' 0m o 00:> 0 ' om W LL o Q b 0 SILICONE SIUCO NE Q m � 2; DOW CORNING 995 DOW CORNING995 GLASS TYPE 'A' GLASS TYPE 'B' �- 11/32' OVERALL 11/32" OVERALL m V -3/16' HEAT STREN'D GLASS .090" INTERLAYER SENTRYGLAS PLUS BY 'DUPONV F-3/16' HM STREN'D GLASS z 2 OR o_ SILICONE DOW CORNING 995 GLASS TYPE 'C' 7/16" OVERALL TEMP. GLASS •1/4" AIR SPACE \\\8' HEAT STREN'D GLASS .090" 04TERIAYER BUTACiTE PVB BY 'DUPONT` r-1/8" HEAT STREN'D GLASS 0 SILJCONE r�XDCW CORNING 995 GLASS TYPE 'D' 11/16" OVERALL GLAZING OPTIONS £ngr .LAVA HWO: Pt�.ODUCT RI vmiD n a_ m compl*g %VA the swift c � IS - � ® ofS A TJrete %� v m v` co A4a Prodna drawing no. i�y``► W09-541 MACING �I -------------------- r -------- I MIAMI -RADE COUNTY —P --BV— 11 �I MUUJON & MULLION ANCHORS Ij SEE SEPARATE NOA WOOD BUCKS AND METAL STRUCTURE NOT BY S.I.W. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE 18YJ WOOD BUCK v •v TYPICAL ANCHORS SEE ELEV. FOR SPACING OR WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE a". FOR SPACING 114- DIA. ULTRACON BY 'EI-CO(Fu-177 KSI. Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8- MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4- MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4- MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DARE COUNTY APPROVED MULLIONS (1/8- THK. MIN.) 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) TYPICAL EDGE DISTANCE 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 f'c = 3000 PSI MIN. C-90 HOU.DW/FILLED BLOCK AT JAMBS fm = 2000 PSI MIN. SEALANTS: S' ALL FRAME AND VENT CORNERS SEALED WITH SCHNEE MOREHEAD SM -5504 SEALANT. trug:.erwvnuCi1.Ar lluw PRODUCT REwED FLA. PE f 2 es COMPIYa+S wi 41W Florida Building Code Accei"we No I2.- 23.06 115 2p12 By „ prodad calm o> �4 �o o C llit M U IL 0 c1i d C pO aaa a 0 f.-0 ct aLu I LL La v J�NN�Q.3 Q u71 ei � m c o U cV o>M oQ Z En lL Q 0W N au n C.fl �i 0 z drawing no. W09-54 sheet 3 of 6 OMULTI POINT LOCK SYS. 1/4" MAX. SHIM zz TYPICAL ANCHORS rSEE ELEV. FOR SPACING METAL STRUCTURE LATCH KEEPER 2 PER JAMB UP TO 31-1/2" WOW. HTS. __----3 PER JAMB UP To 47" WOW. HTS. PER JAMB UP TO 63" WOW. HTS. PER JAMS OVER 63' WOW. HTS. SINGLE VENT 'WINDOWS MIAMI—DAOE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS /—SEE ELEV. FOR SPACING WINDOW .WIDTH :PL ANCHORS ELEV. SPACING s^ Erw�: JAVAD. A104AD PRODUCrREVISED h `MLas complying w tms» a � FLA. PE 77592 st c . C.A.H.= � itsa;� Dstt !! 13y drmrring no. lAQiatt�i ade 1'mdtttt W09--54 sheet 4 of 6 3 I Z 3 O Qui g N a1 OwM N � O a vo � O IL < �t� O Q �3U m (L Z tll - o m ..1zMQ Q w€ . . N � N J pi -10 .. :D 18 10>n 17a LL_ SLL, n 0 C rn o Uz< < <0 03 N n — (n � m Nrn� w _a o� U �a z o� a c po 0 4 Erb AkVAD PRODUCT RIXISED FUC k f 70592 as �S�g wi8rihe Phdfia d CAN. 3538 Building Code - i!i. %� xx® o rx •off • 5 v` 9 �y 1� pact • drawing no. SA W09-54 sheet 5 of 6 i7'EM NO. PART NO. QUANTITY DESCRIPTION MATERIAL. MANF./StiPPLili/REMARXS I SIW401 1 FRAME HEAD 6063-T6 - 2 SIW401 1 FRAME SILL 6063-T6 - 3 SIW40i 1 FRAME .IAMB -HINGE SIDE 6083-T6 - 4 SIYV40i 1 FRAME JAMB -LATCH SIDE 6063-T6 - 5 SNV402 1 VENT TOP RAIL 6063-T6 - 6 SiW402 1 VENT BOTTOM RAIL 6063-T6 - 7 SNJ402 1 VENT SIDE PAL --HINGE SILfj DE sOb3-T6 - 8 SNY402 1 VENT SIDE RAIL -LATCH SIDE 6063-T6 - 9 23138 AS REOD. SNUBBER ST. STEEL TRUTH HARDWARE 10 SlWi12 AS READ. GLAZING SAD (5/1 S' GLASS) 6063-T6 - 10.1 SIW128 AS READ. ALT, GLAZING BEAD (5/16" GLASS) 6063-T6 - 10A S1W1 i7 AS READ. GLAZING BEAD (i 1/16' INSUL GLASS) 6063-T6 - 108 5iW108 AS READ. GLAZING BEAD (7/16' GLASS) 6053 T6 - 10B.t - AS REOD. ALT. GLAZING BEAD (7Ji6' GLASS) 6063 T6 - ti 5531 AS READ_ EXT. GLAZ9+1G SPACER SANTOPRENE CENTRAL PLASTIDS i 2 9302 AS RECD. OUTER COMPRESSION COMPRESSION SEAL - CENTRAL PLASTICS 13 APT425 AS READ. INNER COMPRESSION SEAL - SCHLEGEL SYSTEMS i4 PJS4i}-SS 2/ CORNER GARNER LACK (1-3/4" X 1-3/4'X.054' THK.) ST. STEEL SULiJVAN & ASSOCIATES 15 - - - - - 16 35.13 2/ WON 4 BAR HLNGfS-HEAVY DUTY ST. STEEL TRUTH HARDWARE 17 52.73 i/ WDW SINGLE ARM OPERATOR - TRUTH HARDWARE 17.1 32858 1 OPERATOR GASKET A62 - TRUTH HARDWARE 17.2 32833 1 OPERATOR SPACER .238 - TRUTH HARDWARE 17.3 21546 1 OPERATOR SPACER .138 - TRUTH HARDWARE 17.4 21547 i OPERATOR SPACER _189 - TRUTH HARDWARE 18 30175 i/ OPER. TRAGIC ST. STEEL TRUTH HARDWARE 19 24.25 2/ VENT LOCK ASSEMBLY (SINGLE PCHNT LOCK SYS.) - TRUTH HARDWARE 19.1 21496 2/ VENT SPACER (SINGLE POINT L(X�C SYS.) - TRUTH HARDWARE 20 31384 1/ LOCK KEEPER (SINGLE POINT LOCK) ST. STEEL TRUTH HARDWARE 19A 24.33 2/ VENT LOCK ASSEMBLY (Mi1LTl POINT L.00IC SYS.) - TRUTH HARDWARE t9A1 27709 2/ VENT SPACER (MULTI POW LOCK SYS.) - TRUTH DARE i9A2 21600 7/ LDpC SUPPORT PLATE (MULiI POINT LOCK SYS) - TRUTH HARDWARE ZOA 31301 AS REQ. KEEPER (MULTI PONT LOCK) - TRUTH HARDWARE 20A1 24 SERT£5 1 g+iTETB_OCI< ROLLER T� BAR (MULTI POINT LACK) - TRUTH HARDWARE 2tN12 32824 AS READ: TIE BAR GUIDE (MULTI POINT L(X� - TRUTH HARDWARE 20A.3 - 2J GUIDE TIE BAR GUIDE MOLMtiLNG SCREWS (MULTI POINT LOCK) - #10 X 1-1/4' FH SMS 21 - 7 5/16" BOX SCREEN - OPTIONAL 22 - 2/ CORNER FRAME &VENT ASSY. SCREWS CRS X10 x 1-1/4" FH SNS 23 - 6/HINGE HINGE MOUNiiNG SCREWS - �70 x 3/4' FH SMS 24 - 2/OPERATOR OPERATOR TRACK MTG. SCREWS - X10 x 3/4" FH SNS 25 - 2/KEEPER KEEPER MOUNTING SCREWS - X10 % 3/4' FH SMS 26 - - - - - 27 - 6/OP£fL4T(iR OPERATOR MOUNTING SCREWS - �10 X 1-1/4" FN SMS 28 - 2%L0t3C [ACK ASSEMBLY MOUNTING SCREWS - #10-24 X 1/2" FH MS TYPE F 29 - 2/SNUBBER SNUBBER MEG. SCREW - X70 x 3/4' FH SMS 32 5530 AS READ. INTERTOR GLAZING SPACER SANTOPREN£ CENTRAL PLASTICS 3 I Z 3 O Qui g N a1 OwM N � O a vo � O IL < �t� O Q �3U m (L Z tll - o m ..1zMQ Q w€ . . N � N J pi -10 .. :D 18 10>n 17a LL_ SLL, n 0 C rn o Uz< < <0 03 N n — (n � m Nrn� w _a o� U �a z o� a c po 0 4 Erb AkVAD PRODUCT RIXISED FUC k f 70592 as �S�g wi8rihe Phdfia d CAN. 3538 Building Code - i!i. %� xx® o rx •off • 5 v` 9 �y 1� pact • drawing no. SA W09-54 sheet 5 of 6 i7'EM NO. PART NO. QUANTITY DESCRIPTION MATERIAL. MANF./StiPPLili/REMARXS I SIW401 1 FRAME HEAD 6063-T6 - 2 SIW401 1 FRAME SILL 6063-T6 - 3 SIW40i 1 FRAME .IAMB -HINGE SIDE 6083-T6 - 4 SIYV40i 1 FRAME JAMB -LATCH SIDE 6063-T6 - 5 SNV402 1 VENT TOP RAIL 6063-T6 - 6 SiW402 1 VENT BOTTOM RAIL 6063-T6 - 7 SNJ402 1 VENT SIDE PAL --HINGE SILfj DE sOb3-T6 - 8 SNY402 1 VENT SIDE RAIL -LATCH SIDE 6063-T6 - 9 23138 AS REOD. SNUBBER ST. STEEL TRUTH HARDWARE 10 SlWi12 AS READ. GLAZING SAD (5/1 S' GLASS) 6063-T6 - 10.1 SIW128 AS READ. ALT, GLAZING BEAD (5/16" GLASS) 6063-T6 - 10A S1W1 i7 AS READ. GLAZING BEAD (i 1/16' INSUL GLASS) 6063-T6 - 108 5iW108 AS READ. GLAZING BEAD (7/16' GLASS) 6053 T6 - 10B.t - AS REOD. ALT. GLAZING BEAD (7Ji6' GLASS) 6063 T6 - ti 5531 AS READ_ EXT. GLAZ9+1G SPACER SANTOPRENE CENTRAL PLASTIDS i 2 9302 AS RECD. OUTER COMPRESSION COMPRESSION SEAL - CENTRAL PLASTICS 13 APT425 AS READ. INNER COMPRESSION SEAL - SCHLEGEL SYSTEMS i4 PJS4i}-SS 2/ CORNER GARNER LACK (1-3/4" X 1-3/4'X.054' THK.) ST. STEEL SULiJVAN & ASSOCIATES 15 - - - - - 16 35.13 2/ WON 4 BAR HLNGfS-HEAVY DUTY ST. STEEL TRUTH HARDWARE 17 52.73 i/ WDW SINGLE ARM OPERATOR - TRUTH HARDWARE 17.1 32858 1 OPERATOR GASKET A62 - TRUTH HARDWARE 17.2 32833 1 OPERATOR SPACER .238 - TRUTH HARDWARE 17.3 21546 1 OPERATOR SPACER .138 - TRUTH HARDWARE 17.4 21547 i OPERATOR SPACER _189 - TRUTH HARDWARE 18 30175 i/ OPER. TRAGIC ST. STEEL TRUTH HARDWARE 19 24.25 2/ VENT LOCK ASSEMBLY (SINGLE PCHNT LOCK SYS.) - TRUTH HARDWARE 19.1 21496 2/ VENT SPACER (SINGLE POINT L(X�C SYS.) - TRUTH HARDWARE 20 31384 1/ LOCK KEEPER (SINGLE POINT LOCK) ST. STEEL TRUTH HARDWARE 19A 24.33 2/ VENT LOCK ASSEMBLY (Mi1LTl POINT L.00IC SYS.) - TRUTH HARDWARE t9A1 27709 2/ VENT SPACER (MULTI POW LOCK SYS.) - TRUTH DARE i9A2 21600 7/ LDpC SUPPORT PLATE (MULiI POINT LOCK SYS) - TRUTH HARDWARE ZOA 31301 AS REQ. KEEPER (MULTI PONT LOCK) - TRUTH HARDWARE 20A1 24 SERT£5 1 g+iTETB_OCI< ROLLER T� BAR (MULTI POINT LACK) - TRUTH HARDWARE 2tN12 32824 AS READ: TIE BAR GUIDE (MULTI POINT L(X� - TRUTH HARDWARE 20A.3 - 2J GUIDE TIE BAR GUIDE MOLMtiLNG SCREWS (MULTI POINT LOCK) - #10 X 1-1/4' FH SMS 21 - 7 5/16" BOX SCREEN - OPTIONAL 22 - 2/ CORNER FRAME &VENT ASSY. SCREWS CRS X10 x 1-1/4" FH SNS 23 - 6/HINGE HINGE MOUNiiNG SCREWS - �70 x 3/4' FH SMS 24 - 2/OPERATOR OPERATOR TRACK MTG. SCREWS - X10 x 3/4" FH SNS 25 - 2/KEEPER KEEPER MOUNTING SCREWS - X10 % 3/4' FH SMS 26 - - - - - 27 - 6/OP£fL4T(iR OPERATOR MOUNTING SCREWS - �10 X 1-1/4" FN SMS 28 - 2%L0t3C [ACK ASSEMBLY MOUNTING SCREWS - #10-24 X 1/2" FH MS TYPE F 29 - 2/SNUBBER SNUBBER MEG. SCREW - X70 x 3/4' FH SMS 32 5530 AS READ. INTERTOR GLAZING SPACER SANTOPREN£ CENTRAL PLASTICS Fa FRAME VENT .045 .644 .544 .544 .812 ;� 812 .050 1.177 -2m—.184 so 1a.1 GLAZING BEADS (5/16" GLASS) GLAZING BEAD (11/16" INSUL GLASS) 551 jam- I.551 r oas 1i T— .812 1.177 .8112 450 1.177 .2161 .184J 19 106. GLAZING BEADS (7/16" GLASS) VENT CORNER V 1 3 U Jo " -q- 0 -q- re) .q. Cl 3w M �= w 0 40� L } m to 03 o cm c � '° JAV,4Q AF6+IAD _ FRODUCP REVISE 9 # r2 emoftldft� thWl*BF�CM o CAN 3535 No mss. A x pbxm rat I= Daft BY ad$ per• drawing W09-54 sheet 6 no. of 6 THESE DOORS ARE RATED FOR LARGE do SMALL MISSt1..E IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES K21M _ALUMINUM OUT -SWING DOOR USE BUMPER THRESHOLD (#5A+58) WHEN WATER INFILTRATION REQUIREMENTS ARE NOT APPLICABLE. USE HIGH-RISE THRESHOLD COVER (#SA+5C) WHEN WATER INFILTRATION REQUIREMENTS MUST BE MET. SEE CHARTS ON SHEET 2 FOR DESIGN LOAD CAPACITY OF SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOMS. SEE CHARTS ON SHEET 3 FOR DESIGN LOAD CAPACITY OF SINGLE (0/X) OR DOUBLE (O/XX) LEAF DOORS WITH TRANSOMS. SEE CHARTS ON SHEETS 5 & 6 FOR DESIGN LOAD CAPACITY OF DOOR MULLION. USE LOWER VALUES OF DOOR MULLION CHARTS (SHEETS 5 & 6) OR DOOR CAPACITY CHARTS (SHEETS 2 & 3). z 37 3/4 MAX. � z¢ D.L. OPG v 48- MAX d TYPICAL ELEVATIONS NOTES THIS PRODUCT HAS-BEEN- DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS 8Y 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 NOT 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 LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. ANCHORS READ. SEE CHART BELOW FOR QUANTITIES 99 3/4- MAX. 1 II it / 1{ IIl v� 1 VT 37 3/4- MAX. , D.L. OPG. 48- MAX. LEAF WIDTH 13 1/2- MAX. TYP. AT HEAD/SILL \ E / / / r /r r IN—ACTIVE ' 37 3/4- MAX. TOTAL NO. OF ANCHORS AT MTG_ STILE ENDS FOR FRAME HT SUBSTRATE UPTO 120 IN. WOOD 9 CONCRETE _ 3 METAL 3 CML FLA PE # 70592 C i i U_L 0PG_ WIDTH F rn co , Qjl r!2 Z i! Gi 9 ag W Q A rpi v Q um O OOa Qa $ G4�r IL g co N 93 to U V Q � Lxj42 M � v z o W cn CC) co M a n 40 C J no °° ao Z r�; Y a Ot M iNa! L M a O {jl 'O � cn a o_� U 0 51 1/2- MAX. FRAME WIDTH � Rm SURFACE APPLIED FALSE MUN TINS -� N I I 13 1/2- MAY BE USED 4- MAX. HEAD/SILL MAX A SILL 4- MAX. HEAD/Slu . _ CORNERS CORNERS ati It , 11 : C �T / „ F „ v a / II w �_ a = N� is-------:`=------ Z n : Mom -------,'t------- 11 ' mm _ !6 111 ` w 00 w e n MOS 11 � 7 � _j 11 1I o � 11 co 11 \ II k IIS 11 ' II \ ' ACTIVE\� THESE DOORS ARE RATED FOR LARGE do SMALL MISSt1..E IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES K21M _ALUMINUM OUT -SWING DOOR USE BUMPER THRESHOLD (#5A+58) WHEN WATER INFILTRATION REQUIREMENTS ARE NOT APPLICABLE. USE HIGH-RISE THRESHOLD COVER (#SA+5C) WHEN WATER INFILTRATION REQUIREMENTS MUST BE MET. SEE CHARTS ON SHEET 2 FOR DESIGN LOAD CAPACITY OF SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOMS. SEE CHARTS ON SHEET 3 FOR DESIGN LOAD CAPACITY OF SINGLE (0/X) OR DOUBLE (O/XX) LEAF DOORS WITH TRANSOMS. SEE CHARTS ON SHEETS 5 & 6 FOR DESIGN LOAD CAPACITY OF DOOR MULLION. USE LOWER VALUES OF DOOR MULLION CHARTS (SHEETS 5 & 6) OR DOOR CAPACITY CHARTS (SHEETS 2 & 3). z 37 3/4 MAX. � z¢ D.L. OPG v 48- MAX d TYPICAL ELEVATIONS NOTES THIS PRODUCT HAS-BEEN- DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS 8Y 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 NOT 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 LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. ANCHORS READ. SEE CHART BELOW FOR QUANTITIES 99 3/4- MAX. 1 II it / 1{ IIl v� 1 VT 37 3/4- MAX. , D.L. OPG. 48- MAX. LEAF WIDTH 13 1/2- MAX. TYP. AT HEAD/SILL \ E / / / r /r r IN—ACTIVE ' 37 3/4- MAX. TOTAL NO. OF ANCHORS AT MTG_ STILE ENDS FOR FRAME HT SUBSTRATE UPTO 120 IN. WOOD 9 CONCRETE _ 3 METAL 3 CML FLA PE # 70592 C i i U_L 0PG_ WIDTH F rn co , Qjl r!2 Z i! Gi 9 ag W Q A rpi v Q um O OOa Qa $ G4�r IL g co N 93 to U V Q � Lxj42 M � v z o W cn CC) co M a n 40 C J no °° ao Z r�; Y a Ot M iNa! L M a O {jl 'O � cn a o_� U 0 O � Rm m N I I pa� ati LAMINATED GLASS LARGE MISSILE IMPACT PRODUCT REVISED as complying with the Florida Bulding Code AcceptmftNo '1' atlon Date {� Tvliaml�ede Product Col,Vol�, � Growing no. W04-91 LEAF 'MOTH LEAF WIDTH LEAF WIOTI-I i DES[W IAAi1 CAPACITY \ LEAF wim EXT {i) oar t-) 80 30 36 42 48 ♦� , 100.0 120.0 , 84 , 100.0 120.0 . , 100-0 120.0 100.0 120.0 ♦ 30 36 42 48 Z j 100.0 120-0 j O ; N ♦♦ 100.0 120.0 \ 120 \ 100.0 100.0 ♦ , ♦ \ \ LEAF WIDTH LEAF WIOTI-I Cs s L Z CL c ix c LEAF WIDTH i DES[W IAAi1 CAPACITY \ LEAF wim EXT {i) oar t-) 80 30 36 42 48 ♦� , 100.0 120.0 , 84 30 36 42 48 100.0 120.0 . , 100-0 120.0 100.0 120.0 ♦ 30 36 42 48 Z j 100.0 120-0 j O ; 100.0 120.0 100.0 120.0 100.0 120.0 \ 120 ♦ 100.0 100.0 100-0 100.0 , ca \ \ Z N ; � Cs s L Z CL c ix c LEAF WIDTH J12-24 X 3/4' FH SCREWS AT 4' FROM CORNERS AND 12' O.C. MAX. SPACING 1/2" MIN. TYP. 7,Fr-1/r NING 795 ANC} REQD, 4' HEAT STREWD GLASS -SEE CHART' ON SHEET 1 FOR QUANTITIES .120' UVEKOL S MATED GLASS INTERLAYER 'CYTEC IND.' HEAT STREWD GLASS i DES[W IAAi1 CAPACITY \ LEAF wim EXT {i) oar t-) 80 30 36 42 48 ♦� , 100.0 120.0 , 84 30 36 42 48 100.0 120.0 . , 100-0 120.0 100.0 120.0 ♦ 30 36 42 48 Z j 100.0 120-0 j O ; 100.0 120.0 100.0 120.0 100.0 120.0 \ 120 ♦ 100.0 100.0 100-0 100.0 100.0 100.0 ca \ J12-24 X 3/4' FH SCREWS AT 4' FROM CORNERS AND 12' O.C. MAX. SPACING 1/2" MIN. TYP. 7,Fr-1/r NING 795 ANC} REQD, 4' HEAT STREWD GLASS -SEE CHART' ON SHEET 1 FOR QUANTITIES .120' UVEKOL S MATED GLASS INTERLAYER 'CYTEC IND.' HEAT STREWD GLASS ( `ANCHORS REOD. xX } SEE CHART ON SHEET 1 FOR OUANTTTIES SlK= OR DOUKE ENTRANCE DOORS W/O TRANSOM i DES[W IAAi1 CAPACITY \ LEAF wim EXT {i) oar t-) 80 30 36 42 48 ♦� 100.0 120.0 100.0 120.0 i 84 30 36 42 48 100.0 120.0 . 100.0 120.0 100-0 120.0 100.0 120.0 ♦ 30 36 42 48 400.0 1204 j 100.0 120-0 j � z 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 120 30 36 42 48 100.0 100.0 100-0 100.0 100.0 100.0 ca ( `ANCHORS REOD. xX } SEE CHART ON SHEET 1 FOR OUANTTTIES SlK= OR DOUKE ENTRANCE DOORS W/O TRANSOM NOMINAL DIMS. DES[W IAAi1 CAPACITY Opm MGM LEAF wim EXT {i) oar t-) 80 30 36 42 48 100.0 120.0 100.0 120.0 100.0 120.0 i00-0. 120.0 84 30 36 42 48 100.0 120.0 . 100.0 120.0 100-0 120.0 100.0 120.0 96 30 36 42 48 400.0 1204 100.0 120.0 100.0 120-0 100.0 120.0 108 30 36 42 48 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 120 30 36 42 48 100.0 100.0 100-0 100.0 100.0 100.0 100.0 100.0 1 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04/09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 tNiNG 795 01Y CORNING 795 . 1/4' HEAT STREWD GLASS .100" SAFLEX CLEAR & COLOR GLASS INTERLAYER OR AW SALEX HP CLEAR OR COLOR GLASS INTERLAYER BY 'EASTMAN CHEMICAL CO! 1/4' HEAT STREWD GLASS m z m � y � 19\ 1�I` S GLASS TYPE 'A' GLASS TYPE 'B' GLAZING DETAILS TRANSOM SILICONE SILICONEDWI CORNING 995 DOW CORNING 995 PECTORA 895 2000GE PECORA 895 GE 2000 1/4' HEAT STRE O GLASS 1/4' HEAT STREWD GLASS .100' SAFLEX CLEAR & COLOR GLASS INTERLAYER 120' UVEKOL S OR LAMINATED GLASS INTERLAYER .100' SALEX HP CLEAR OR COLOR GLASS INTERLAYER BY .SEC BY 'EASTMAN CHEMICAL CO.' INW 1/4' HEAT STREN'D GLASS a 1/4' HEAT STREN D GLASS m SILICONE m S1LX'ANE z -x-995-.. Z PECORA 895 - _ .PECORA 895 GE 2000\ GE 2000 v v d c Z 3 O� a • ` H a a O 0 0 to � aIL O� 00 o 0 p a<n "'t 04WrrI 0 ce Q �3r t4 LL z co - o a 6� a03 o m tow U � ono 0-o i - m LJ z t° D 5 cn U co; M E NM 1 -� co 00 N � Z 1n c rW D cn Q r� ! }r JAp n1�OnucT Ravlsl as coTnplYing with The Fhulde o f FLA. 35370 2 Building Cods / Awept, Isot,I't f- o 0 / / � / I�+CpIt8i1Qt1 ihtL � y a a n dc GLASS TYPE 'A' GLASS TYPE 'B'� P`O CO drawing no. _ W04-91 GLAZING DETAILS DOOR LEAF IG 1 �� sheet 2 of 11 SINGLE EirfRANCE DOORS WITH TRANSOM DESIGN LOAD CAPACITY NOMINAL DIMS. TMOUT REINF. VIDTH INCHES H EXT. {+) I RIES RCHfS W ( j -48 MAYL 1 108 MAX. 60 1000 1200 -L ( O/X ) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 TRANSOM 11"SOM WITHOUT REINF. WITH REINK ( O/XX ) u a I d 3 z n i W a N 1 to a O G O IX }}0 LL ® O `t v � rrl aow4co 0 paQa yy0 C%,Q m3� L< 40)-:0 Qto (0: M d Z� ti c130 oIN W U alp � v � O n- o W z I- n m 15v v LIJ X 8 S a �OD n 00 M j E rM Of � 1 m Z �}} ap Y a w v p O� M O � a o ign JAVAD AHIAW PRODUCT REVISED Q ' 1 0 CML as complying with The Norma FLA. PE C-kN- 35M / 70592 Building! Code 10 Expiration Datf By t-bc - ao y Y Miami gadc Product Control, drOwirtg no. C. 013 � i. W04--91 DOUBLE ENTRANCE DOORS WITH TRANSOM DESIGN LOAD CAPACITY NOMINAL DIMS. NOMINAL DIMS. WITHOUT REM. 1PITiI REINF. OPNG. WIDTH 04CHES DOOR Hl7GHT INCHES HIMMU NEW INCHES Off- {+) Mr. (-) off-(}) ULT. (-) 60 80 24 30 36 42 48 54 60 100.0 1200' 100.0 120.0 100.0 1200 100.0 120.0 100.0 1200 100.0 120.0 100.0 120.0 1000 1200 100.0 120.0 100.0 120.0 100.0 113.7 1000 1200 100.0 108.0 100.0 120-0 72 24 30 36 42 48 54 100.0 104.3 100.0 120.0 97.6 97.6 100.0 120.0 91.5 91.5 100-0 120.0 86.0 86.0 1000 120.0 810 810 100.0 1200 765 765 100.0 1200 84 14 30 36 42 48 75.4 75.4 100.0 1200 70.2 702 100.0 120.0 65.6 65.6 100.0 120.0 61.4 61.4 100 0 1200 57.6 57.6 1000 120.0 96' 24 30 36 42 56.7 56.7 100.0 1200 52.5 52.5 1000 1200 48.8 48.8 100.0 1200 45.4 45.4 100.0 120.0 60 84 24 30 36 42 48 54 60 100.0 120.0 1000 120.0 100.0 120.0 1000 1200 1000 1200 100-0 1200 100.0 1200 1000 1200 100.0 116.3 1000 120.0 100.0 110.4 1000 120.0 100.0 1050 100.0 120.0 72 24 30 36 42 48 54 100.0 100.5 1000 1200 94.1 94.1 100.0 120.0 88.4 88.4 100.0 1200 83.3 833 100.0 1200 1 78.6 78.6 1000 1200 74.3 74.3 1000 120.0 84 24 30 36 42 48 72.6 72.6 1000 120.0 67.8 67.8 100.0 1200 .63.4 63.4 100.0 1200 59.4 59.4 100.0 1 120.0 55.6 55.8 100.0 120.0 96" 24 30 36 42 54.6 54.6 1000 1200 50.7 _.50.7_ 47.1 47.1 100.0 120.0 43.9 43.9 100.0 120.0 TRANSOM 11"SOM WITHOUT REINF. WITH REINK ( O/XX ) u a I d 3 z n i W a N 1 to a O G O IX }}0 LL ® O `t v � rrl aow4co 0 paQa yy0 C%,Q m3� L< 40)-:0 Qto (0: M d Z� ti c130 oIN W U alp � v � O n- o W z I- n m 15v v LIJ X 8 S a �OD n 00 M j E rM Of � 1 m Z �}} ap Y a w v p O� M O � a o ign JAVAD AHIAW PRODUCT REVISED Q ' 1 0 CML as complying with The Norma FLA. PE C-kN- 35M / 70592 Building! Code 10 Expiration Datf By t-bc - ao y Y Miami gadc Product Control, drOwirtg no. C. 013 � i. W04--91 DOUBLE ENTRANCE DOORS WITH TRANSOM DESIGN LOAD CAPACITY NOMINAL DIMS. WITHOUT REINF. WITH REINP. OPNG. HAOTH RICHES D= HEIGHT INCHES FRANS0M HEIM INCHES EXT. (+) INT. (-) w- (}) 1Nf (-) 60 96 24 30 36 42 48 100.0 1200 100.0 120.0 100.0 1200 1000 120.0 100.0 1182 100.0 1200 100.0 112.1 1000 120.0 100.0 106.6 1000 120.0 72 24 30 36 42 48 90.4 90.4 100.0 120.0 85.2 85.2 100.0 1200 80.4 80.4 100.0 120.0 760 760 1000 120.0 72A 720 100.0 1200 84 24 30 36 42 48 65.4 65.4 100.0 1200 613 61.3 1000 1200 57.6 57.6 1000 1200 54.2 542 1000 120.0 512 51.2 100.0 120.0 96' 24 30 36 42 49.1 49.1 100.0 1200 45.8 45.8 1000 120.0 429 42.8 1000 120.0 40.1 40.1 100.0 120.0 60 148 24 30 36 100.0 120.0 100.0 1200 100.0 1139 100.0 120.0 1000 1083 1000 120A 72 24 30 36 82.2 822 1000 120.0 77.8 77.8 100.0 120.0 73.7 73.7 100.0 120.0 84 24 30 36 59.4 59.4 1000 1200 560 560 100.0 120.0 52.8 52.8 100.0 120.0 96' 24 30 36 44.7 44.7 100.0 1200 41.8 410 100.0 120.0 392 39.3 10(0 12.00 TRANSOM 11"SOM WITHOUT REINF. WITH REINK ( O/XX ) u a I d 3 z n i W a N 1 to a O G O IX }}0 LL ® O `t v � rrl aow4co 0 paQa yy0 C%,Q m3� L< 40)-:0 Qto (0: M d Z� ti c130 oIN W U alp � v � O n- o W z I- n m 15v v LIJ X 8 S a �OD n 00 M j E rM Of � 1 m Z �}} ap Y a w v p O� M O � a o ign JAVAD AHIAW PRODUCT REVISED Q ' 1 0 CML as complying with The Norma FLA. PE C-kN- 35M / 70592 Building! Code 10 Expiration Datf By t-bc - ao y Y Miami gadc Product Control, drOwirtg no. C. 013 � i. W04--91 99 3/4" MAX N CD FRAME VVIDTH 94 1/4' o 3 D.L. OP 13 1/2' MAX. TYP. p t- H4EAD SILL AT HEAD/SILL L CORNERS !� a. C U 7 RE 7.O n CYC�"� $ o a p mQ0 0 N 1 t , Q iij2 tl / : ♦ It C � H i \ 11 fl N co fl 0 Its ti 'a a°po n/ n it _ / It It tt \ E m y d w / �f \ z c ,rt a I I If 0° aD to m w O !i !i tV p,1 N _ J 7I ' 11------------- ��f j �j o � cc o tl II 4 . 3U_ to -----Jt------ ------ C11 C Z }_ . ----71'------ ' ------TI----- Y a i�j q 'f //7 c v 11 iI � a t= l ! ===�____ W & it to ACTIVE \ / IN—ACTIVE c��w _ olo�oo� 37 3/4" MAX. 37 3/4' MAX. z z z O.L. OPG. 01. OPG_ 48' MAX. 48' MAX. cmc e r - V LEAF WIDTH -- 1F�+F iN16A1. — — t� 'q 0 o N __._...... _ .—._.._.. _..._.—_ of n .n ai o sd TYPICAL ELEVATION o Er+gt JAVAD AHMAD PRODUCT REVISED H �� a FLA. 1'E yO592 CIVIL w c'noYMS with the Florida a CAN. • 38 Building Code Acceptance Ab 1:9-1021- g '� E,pimtion Date tk -A u JW z •v o v By Miami ad Ftodnct Browing no. ( ; W04-91 sheet 4 of 1 H0. OF ANCHORS AT TRANSOM £NDS SUBSTRATE N9THWT RELIVE WITH REtt+� +raoao s s CONCRETE 3 5 METAL 3 4 DOOR MULLION LOAD CAPACITY NOUGUL DIM. LOADS-PSF V07H M IMME HDMW Oa.(+) do INT.(-) 24' 30' 36" 42' 48' 54" 60' 80' 100.0 100.0 100.0 100.0 100.0 100.0 100.0 24" 30' .36' 42" 48' 54' 60' 84' 1000 100.0 100.0 100.0 100.0 100.0 100.0 24' M. 36' 42' 48' 54' 90' 100.0 100.0 100.0 100.0 1000 100.0 24' 30' 36' 42' 48' 96'1Q0.0 100.0 100.0 100 .0 1000 24" M. 36' 42' 48" 102' 100.0 100.0 100.0 1000 100.0 24' 30 36' 42' 108' 100.0 100.0 1 100.0 100.0 24' 30" 36' 42' 114' 100.0 1000 100.0 TOO.O 24' 30' 36' 42" 120_ 1 10MO 100.0 1000 99.7 DOOR MULLION l D. OF ANCHORS AT SUBSTRATE DOOR MULUON WOOD CONCRETE MUAL WIDTH (w) = W1 2 W2 WIDTH (1) = 21 + Y At �r +� 3 L J o m C O g U 10 mi' IL 08 d vo M G aaa $ 0low C11� Q 3R a ul C) N H m U 01 O- o n z v� C.0 i o V3 conCo E 04 `- n j C 40 40 i= LL CO lzz En a�M P, 0 1 Fngr. JAVAD AHMAD MODUCT REVISED CML as complying %nth the Florida c � PE 1 70592 Building coax 1 .1G21 D -kN. 3538 Acceptance No Ea ' Tai Dateyq 9 � ' 1 V '+ O Illy. f Ali ►i p e Product CO&Ol droning no_ {� W04-9111 4T,�� sheet 5 of 1 i 0 Q N 0 Oo 0 a v Oa v° 0L 0 03 CD 0 a to U . 3 to B to a a — a U U » O aD a_ tl 0 O f!1 t7 Z o W 3 C9 0+ 03 M E c—a r7 m 7 C 1= 3 O N a Z NDa-v W Ono ar�� o MCO U 1+ j cogs o�r3�3�� on ;511 CD rc z z oyo��r� c •= Ovgi osy� --� mcamncn. 11 L It o p £ngr. JAVAD AHMAD PRODUCT REVISED » *; c 41 i M / / \ \ ; FCA PE 70542 CIVIL as �,43°ng with the flon"da o w I'll / \ V CAN, 3 8mldng Code F 1! ti {3 11 < a Q EXpiration Date fps v s 1iI" LA 0 Mian" adei'roda¢t 1Yu� ti. drawing no. DOOR MULLION W2 !� v�1 AT" L --� X04-9 SMELITE WIDTH DOOR VADTH sheet 6 of 11 85.1 n, 33' B8.5 �, 33' 96.8 3g' - 81.3 M. 83.5 39' 90.7 42' 79.1 42' 81.2 d2" 87.9 80' 120' 84" 120" 96' 120" 30' 80.0 30' 82.5 3ti 91.0 �• 33' 77.9 �• M. N0. Of ANCHORS SUBSTRATE t)�R #l1A.11ON tY000 12 CONCRETE 5 METAL s 3g" 42' 42' 33"- 39" 42' 80.3 73.9 76.0 83.1 72.1 74.1 80.7 96, 30 33' 727 86" 30' 33' 75.2 �. 33' 71.0 73.3 81.0 0 Q N 0 Oo 0 a v Oa v° 0L 0 03 CD 0 a to U . 3 to B to a a — a U U » O aD a_ tl 0 O f!1 t7 Z o W 3 C9 0+ 03 M E c—a r7 m 7 C 1= 3 O N a Z NDa-v W Ono ar�� o MCO U 1+ j cogs o�r3�3�� on ;511 CD rc z z oyo��r� c •= Ovgi osy� --� mcamncn. 11 L It o p £ngr. JAVAD AHMAD PRODUCT REVISED » *; c 41 i M / / \ \ ; FCA PE 70542 CIVIL as �,43°ng with the flon"da o w I'll / \ V CAN, 3 8mldng Code F 1! ti {3 11 < a Q EXpiration Date fps v s 1iI" LA 0 Mian" adei'roda¢t 1Yu� ti. drawing no. DOOR MULLION W2 !� v�1 AT" L --� X04-9 SMELITE WIDTH DOOR VADTH sheet 6 of 11 85.1 n, 33' B8.5 �, 33' 96.8 3g' - 81.3 M. 83.5 39' 90.7 42' 79.1 42' 81.2 d2" 87.9 80' 120' 84" 120" 96' 120" 30' 80.0 30' 82.5 3ti 91.0 �• 33' 77.9 �• M. N0. Of ANCHORS SUBSTRATE t)�R #l1A.11ON tY000 12 CONCRETE 5 METAL s TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 3/4' LAN. THRM BOLT J PENETRATION INTO SILL & SUBSTRATE 18 X 5/8' PH SMS AT 2' FROM ENDS & 12' O.C. MAX. APPWO FOR R RESIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING REINFORCING CHANNELS SEE SHEET 3 FOR CAPACITY #8 X 3/4' PH SMS AT 3' FROM ENDS AND 14-1/2" O.C. (3) AT MIG. STILE LOCATION AT 3' O.C. TYPICAL ANCHORS SEE ELEV. FOR SPACING FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY 'ALDORA ALUMINUM & GLASS PRODUCTS' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'- 1/4" DIA. ULTRACON BY '£F CO' (Fu -177 KSI. Fy=155 KSI) INTO 213Y WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 19Y BUCKS INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY TYPE 'B'- 1/4" DIA, ULTRACON BY 'ELCO' (F-177 KSI, Fym155 KSS DIRECTLY INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO MASONRY 1-3/4' MIN. EMBED INTO CONCRETE TYPE 'C'- #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. INK.=1/8') INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSA MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) . (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EQGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = I " MIN. INTO METAL STRUCTURE = 3/4" MIN. TYPICAL CL TO CL DISTANCE INTO CONCRETE AND MASONRY = 3" MIN. NTO-WOOD—STRUCTURE = 1MiN. INTO METAL STRUCTURE = 1" MAN. CONCRETE AT HEAD. SILL OR JAMBS Yc = 3000 PSI MIN. . C-90 HOLLOW/FILLED BLOCK AT JAMBS fm = 2000 PSI MK Erbgr JAM AHNAD PRODUCT REMED CIVIL as complyinz tiviih the Flwida FUS PEaulldingCode CAA Aceeptanoe No Z". im Date ! MlamiAad�: Pcodnct Co of OCT 1 .013 4ftu Z h a� � � N o a p( a U. O b at V'e In of In o OL A O«� O Q tu3� N .Iam<j Q mgg r - 8 N a i D r n drawing no. W04-91 TYPICAL ANC .SEE FOR TYPICAL M SEl FOR S to x 5/8' PH SMS 1/4' MAX. 1/4-20 X 2 US •r Dw- %VAD AHMAD PRODUCT REWSED a CmL as complying with the F1Dt` & LM FIA PE j 70592 Building Code o n CA• PABycpc iaione DtaV1dl Pj�U,rr vS _a dLf_JLv oLj Miadrowing rwa. W04-91 OCT Y 2093 sheet 8 of 11 �I N ler .. /.—WOOD BUCK m t 3 9 z :Fa{' N a U Y. O O .�. �W '9. O V Q*Owtn o ��CAL ANCHORS 0 a a a SEE ELEV. .3 FOR SPACING 9 m o • J t3 t+0'► � J Q Ztl C) C wa C3 q m TYPICAL ANCHORS U U ato r -SEE ELEV. FOR SPACRIG coo O go a. a a z 00 o LLJ o m METAL oO M E N M m f STRUCTURE Go rJ TE G co aZ r� tn a 1/4-20 X 2 US •r Dw- %VAD AHMAD PRODUCT REWSED a CmL as complying with the F1Dt` & LM FIA PE j 70592 Building Code o n CA• PABycpc iaione DtaV1dl Pj�U,rr vS _a dLf_JLv oLj Miadrowing rwa. W04-91 OCT Y 2093 sheet 8 of 11 4.500 �3.712� 187 125 2.500 i ` .759 L2.W6 3.625 1 FRAME HEAD 4.875 S 000 3.875 .125 �- 1.784 s TOP RAIL 3.339 094 1.875 .i 25 3.464 s DOOR STILE 15 GLASS rl.625 . .937 _730 1 200 STOP (TRANSOM HEAD/SILL) 1.519 1 1 4 F s25 .050 -� O .500083 1507-3.913 THRESHOLD BASE 1.500 062 coo I 3.608-moi oD Z ,. O I" m a c 0 fi IL 0 vi O 06 0 Oa a?l A 0I� aD 0 Q W 3 LL go z m' M J z g v d m r!n J g v 1.3724 157 -247rl 4 SOa 1.750 1.784 _125 1A ALT. FRAME HERO 125 094 4.875 6.500 6.375 7 BOTTOM RAIL 9 ASTRAGAL STILE tsn 18 42 DOOR STOP COVER .053 -563 11.444 DOOR STOP 188 I O THRESHOLD RAMP ADAPTER 1.5451 .062 1.431 1.753 HI-RISE THRESHOLD COYERJ _ 070 o m ; m a a. c w n z m -o co So d oa ; N m E i co 3 i co a' Z in tYi� c o M W �t+t al 1.000 .750 111 ol i 87 .125-1T- 3.938 3.500 O 41 REINFORCING CHANNELS 3.625 2086 .750 �i 2.500 1.750 -4 500 2 FRAME TRANSOM 1.750 125 3.712 4500 -aj .125 1.570 1 .456 Ll-784J .8i 4 jam- 062 1.224 7337 O �36� .750 .125 5a 1340 ADA THRESHOLD COVER L O0. 2 o Nim � in O c Z Z a 250 O EXTERIOR GLASS STOP (DOOR) .675 tNTERIOR -SSS- REINFORCING CHANNELS m i < o m a.� v o _ r 3 FRAME JAMB .078 2773 .130 f 13 -moi 1.000 773 ja- 1 1 _760 .062 1.390 } �j }� 660 i4 mgr. mvfo mom PRODUCT nVLSED cm = como)its with the Florida a& PE 70592 t3vlldiW Cods CAN 38 Acoenteuoe iVo raUonDate / B `� r Miami adc Product oit�i ✓ 0 A o a � n o_ i ,t o 3.697 F125 378 2134 droving no. W04-91 17 FIAT FILLER EXTERIOR GLASS STOP (TRANSOM) INTERIOR GLASS STOP (TRANSOM) _ Q ( 1 1 sheet 9 of1lil Y LOCK OPTIONS: OPTION 1: SINGLE LEAF DOORS: ALL SINGLE LEAF DOORS TO BE FITTED WITH 3- POINT LOCK DOUBLE LEAF DOORS: ACTIVE LEAF, THREE POINT LOCK SYSTEM WITH 5 PLY HOOK LOCK BOLT REGENT 2222, KEY OPERATED ON EXTERIOR AND THUMB -TURN ON INTERIOR, LOCATED AT 34' FROM BOTTOM OF PANEL INACTIVE LEAIt• TWO POINT LOCK SYSTEM SULLIVAN CH 103 WnH THUMB TURN ON THE INTERIOR, LOCATED AT 34' FROM BOTTOM OF PANEL OPTION 2: SINGLE LEAF DOORS: ALL SINGLE LEAF DOORS TO BE FITTED WITH 3 POINT LOCK DOUBLE LEAF DOORS: ACTIVE LEAF: THREE POINT LOCK SYSTEM WITH 4 PLY HOOK LOCK REGENT NO. 206-3P, KEY OPERATED ON EXTERIOR AND THUMB—TURN ON INTERIOR, LOCATED AT 36' FROM BOTTOM OF PANEL INACTIVE LEAF: TWO POINT LOCK SYSTEM SULLIVAN CH 103 WITH THUMB TURN ON THE INTERIOR LOCATED AT 36' FROM BOTTOM OF PANEL HINGES: 4-1/2 X 4- TWO PIECE STAINLESS STEEL BUTT HINGES AT 8' FROM TOP AND BOTTOM AND 26- O.C. MAX #12X1/2' FH SELF TAPPING SCREWS 4 PER HASP 3/8- HEX STEEL TIP BOLT GUIDE STEEL ROD WITH THREADED ENDS THRESHOLD BOLT 3/8- HEX STEEL TIP OfH T r`I Nr� 1-1/2- X 1/2- THTC 7-1/27 LONG ALUM PLATE AT HINGE LOCATIONS BOLT ITEM # PART 0 SUIS EXT. READ. DESCRIPTION MATERIAL MANE./SUPPLIER/8EHARKS 1 5806 Skil-001 L FRAME HEAD 6063 -TS - IA SUM -006 SMI -006 1 ALT. FRAME HEAD 6063-T6 - 2 5710 SMI -018 AS REOD. FRAME TRANSOM 6063--176 - 3 1 SMU-6007 SMI -005 2 FRAME JAMB 6063-T6 - 5A - SMI -O36 1 THRESHOLD BASE 6063-175 - 58 - SMI -037 1 THRESHOLD RAMP ADAPTER 6063-T5 - 5C - SLI -066 1 HI -RISE THRESHOLD COVER 6063-T5 - 5D - SMD -038 1 ADA THRESHOLD COVER 6063-75 - 6 SMM-5984 SMG -012 1/ LEAF TOP RAIL 6063-76 - 7 SMU-5987 SMI -013 1/ LEAF BOTTOM RAIL 6063—T6 — 8 SUM -5986 SMI -011 2/ LEAF DOOR STILE 6063—T6 — 9 SMI -030 SMI -030 1/ LEAF ASTRAGAL 6063-7.5 — 11 SMM-5981 SMI -007 4/ LEAF EXTERIOR GLASS STOP (DOOR) 6063-75 — 12 SMM-5982 SMI -008 4/ LEAF INTERIOR {LASS STOP (DOOR) 6063—T5 — 13 SMM-003 SMI -016 — EXTERIOR GLASS STOP (TRANSOM JAMB) — — 14 SMM-004 SMI -017 — INTERIOR GLASS STOP (TRANSOM 4W) — — 15 SMU-5712 SMI -002 2/ LRE CLASS STP (TRANSOM HEAD/SILL) — — i6 SMM-002 SM -014 3/ DOOR DOOR STOP 6063—TS — 16A SAM -001 SMO -015 3/ DOOR DOOR STOP COVER 6063—T5 - 17 SMM-5807A SMI -004 OPTIONAL. FLAT FILLER 6063-T6 - 18 SMI -003 - AS READ. INTERMEDIATE SNAP -IN 6063-T5 - i9 H-63 SMI-GO1 AS REOD. WEDGE -IN GASKET NEOPRENE DUROMETER 68 SHORE A 24 — SMI—GO3 AS REOD. BULB W'SIRIPPGNG VINYL DUROMETER 83 SHORE A 26 — — 2/ LEAF 3/8- THREADED ROD WITH NUT STEEL — 27 — — 2/ LEAF FLUSH BOLT GUIDE ST. STEEL — 26 — — AS REOD. PUSH BAR; — — 29 — — AS REOD. PULL HANDLE — — 30 — — 2 THRESHOLD CUP ALUMINUM 2- X 2- X 1/8- X 7/8' LONG 31 — — 4/ LEAF SUPPORT PLATE (1-1/2' X 3-3/8- X 3/16') ALUMINUM — 33 1#12 X 1-1/2- — AS READ. FRAME ASSEMBLY SCREWS HEX H TEKS 35 #12 X 3/4' — AS REOD. THRESHOLD CLIP SCREWS — FH SELF DRILLING 37 #10 X 5/16' — 2/ GUIDE GUIDE INSTALLATION SCREWS — FH MS 40 — — — REINFORCING CF N40- (DOOR MULL) STEEL 1' X 3-15/16- X 1' X 3/16' THIK. 41 — — — REINFORCING CHANNEL (DOOR MUM) STEEL 3/4- X 3-1/2` X 3/4- X IJW THK 42 — — OPTIONAL REINFORCING CHANNEL (TRANSOM) STEEL 1- X 4-1/8- X 1- X 3/16- THK 43 — — OPTIONAL REINFORCING CHANNEL (TRANSOM) STEEL 3/4' X 3-11/16' X 3/4' X 1/8' SEALANTS: ALL FRAME AND LEAF CORNERS AND INSTALLATION SCREWS SEALED WITH SILICONE. Z co En Q O 0 a 06 v � O aa.<Q o co a: 0 tai of j v Q W12 Engr: JAVAD AHMAD PRODUCT REVISED sn I I c CIVIL. as emptying % itb the IRorida N FLA. PE f 70592 BuTding Code 2 n aAll'* Acceptance M -ffl — _ Expiration Date 201 3 l I IVI mni do Prodrut Co,fW drawing no W04-91 A mail FRAME BOTTOM CORNER DOOR LEAF CORNER 0 O r zJz Q C4n O o ej OU Uo �0 a p aqQ Cir 4 UI C> 40 m U � 03 Z Q W M Z_ dl O r -- W;; m NV) m 3;ico co O J M O Ni c v =1z1��1 0 £rgr: JAVAD AHMM PRODUCT REVISED� r c CNX 9s ccunldYing u ith the Florida cit m RA PE V582 Building Code � n CAN. 3535 Ac ceptanoa No IJP - fOZ 1.0-1 S 3 F_Xpiratton Date 161 v e v` n BY Want DadePmdnct of droving no. C -TT, t W04-91 4-m sheet 11 of 11 N 1 43 7/8 73 1/8 MASONRY OPENING MASONRY OPENING 1/8 1423/4 1 72 STL. TOTAL FRAME WIDTH W. a. W.B. FRAME WIDTH 2 68 23/4 68 22 68 D. L. ❑.IN D. L. 0. D. L. 0. m N NI Z" CURB r AO ELEVATION Z-REQ'D. (a) 1 sT. FL. WEST ELEV. OFFICE / PLAYROOM TRULITE GLASS & ALUMINUM SOLUTIONS, LLC. SERIES "3000 RESISTOR" ALUMINUM IMPACT . STOREFRONT IN CLEAR ANODIZED FRAME WITH 9/1 6" CLEAR LOW -E LAMINATED IMPACT GLASS N.O.A. 11-1117.03 1/8 STL. A 1 ELEVATION 1-REQ'D. @ i ST. FL. NORTH ELEV. PLAYROOM SIW IMPACT WINDOWS, LLC. SERIES "S-450° ALUMINUM IMPACT PROJECT -OUT WINDOW IN CLEAR ANODIZED FRAME WITH CLEAR LOW -E 5/1 6" LAMINATED IMPACT GLASS N.O.A. 12-0223.20 IY O � N m �P D W to Q X � ma w = V3 >FQo lp't CJ Ir E1 �3a� :3Z�'° Z _in O❑V3 0w w C7 Ig I- w Z W W> U Z = W pN� Nr❑a r Q,WV3 QZI�I 1h m minLL. T D [r] _ C 01�t9 Q 1� LL 0 Q O DRAWN eY: E.V. ffD aNEEf NUMBER CG -3 OF 1 B Uri = z m z WEq a N In = ❑ V- W r O Z ❑ p ❑ L` a a 1'7 0 N I- r o r r J NI Z" CURB r AO ELEVATION Z-REQ'D. (a) 1 sT. FL. WEST ELEV. OFFICE / PLAYROOM TRULITE GLASS & ALUMINUM SOLUTIONS, LLC. SERIES "3000 RESISTOR" ALUMINUM IMPACT . STOREFRONT IN CLEAR ANODIZED FRAME WITH 9/1 6" CLEAR LOW -E LAMINATED IMPACT GLASS N.O.A. 11-1117.03 1/8 STL. A 1 ELEVATION 1-REQ'D. @ i ST. FL. NORTH ELEV. PLAYROOM SIW IMPACT WINDOWS, LLC. SERIES "S-450° ALUMINUM IMPACT PROJECT -OUT WINDOW IN CLEAR ANODIZED FRAME WITH CLEAR LOW -E 5/1 6" LAMINATED IMPACT GLASS N.O.A. 12-0223.20 IY O � N m �P D W to Q X � ma w = V3 >FQo lp't CJ Ir E1 �3a� :3Z�'° Z _in O❑V3 0w w C7 Ig I- w Z W W> U Z = W pN� Nr❑a r Q,WV3 QZI�I 1h m minLL. T D [r] _ C 01�t9 Q 1� LL 0 Q O DRAWN eY: E.V. ffD aNEEf NUMBER CG -3 OF 1 B I N 74 MASONRY OPENING i 72 i W.B. FRAME WIDTH W.B. 2 ti 6B 2 D.L.O. Jai III 3 t0 O D c� n Z � 06 Z V] N a m= _ O IN W z 19 Ir 0 Z Z a W N d / \ Q m= HO N H } r- W J / \ ❑ LL Q Q N � N CASEMENT WINDOW SIZE tp 6B 3/4" X 31 3/4� O O [9 N 2" CURB m A2 ELEVATION 2-REQ'D. (g 1 ST. FL. EAST ELEV. BEDROOMS 4 & 5 3 TRULITE GLASS & ALUMINUM SOLUTIONS, LLC. -9 ERI ES '313130-RESiBTO R STOREFRONT IN CLEAR ANODIZED FRAME WITH 9/1 So CLEAR LOW -E LAMINATED IMPACT GLASS N.O.A. 11-1117.03 1/B STL. 2 1437/8 MASONRY OPENING 1423/4 TOTAL FRAME WIDTH 68 23/4 68 D. L. 0. D. L. 0. 1 1/2- CURB CASEMENT WINDOW SIZE CASEMENT WINDOW SIZE 69 3/4* X 31 3/4° GB 3/4° X 31 3/4° \^ "/ -EL EVA 1101 T �! 3-REQ'D. @ 2ND. FL. WEST & EAST ELEV. MASTER & BEDRQOMS 2 & 3 SIW IMPACT WINDOWS, LLC. SERIES °S-450° ALUMINUM _ PACT PROJECT -00T WINDOW IN CLEAR ANODIZED FRAME WITH CLEAR LOW -E 5/1 6° LAMINATED IMPACT GLASS N.O.A. 12-0223.20 1 W.B. O 5 N m m QImo- cQ o J ul X ❑N j< W 3: 173 >�QO Eq �3❑In LL %p Z _ ul ❑❑� {09 ❑0 � OM IB- W W WQ U Z. _ W ONt, !A O_ O ItW[*103 ❑Z'7❑m B Iin �JL in M Z 0 0► � w Q li OQ�o DRAWN 6Y: E.v. DATE BNEEr NUMBER CS -4 OF IS O D c� n Z � Z W N a m= O IN W O Ir 0 Z O O L d Q Q HO N H TRULITE GLASS & ALUMINUM SOLUTIONS, LLC. -9 ERI ES '313130-RESiBTO R STOREFRONT IN CLEAR ANODIZED FRAME WITH 9/1 So CLEAR LOW -E LAMINATED IMPACT GLASS N.O.A. 11-1117.03 1/B STL. 2 1437/8 MASONRY OPENING 1423/4 TOTAL FRAME WIDTH 68 23/4 68 D. L. 0. D. L. 0. 1 1/2- CURB CASEMENT WINDOW SIZE CASEMENT WINDOW SIZE 69 3/4* X 31 3/4° GB 3/4° X 31 3/4° \^ "/ -EL EVA 1101 T �! 3-REQ'D. @ 2ND. FL. WEST & EAST ELEV. MASTER & BEDRQOMS 2 & 3 SIW IMPACT WINDOWS, LLC. SERIES °S-450° ALUMINUM _ PACT PROJECT -00T WINDOW IN CLEAR ANODIZED FRAME WITH CLEAR LOW -E 5/1 6° LAMINATED IMPACT GLASS N.O.A. 12-0223.20 1 W.B. O 5 N m m QImo- cQ o J ul X ❑N j< W 3: 173 >�QO Eq �3❑In LL %p Z _ ul ❑❑� {09 ❑0 � OM IB- W W WQ U Z. _ W ONt, !A O_ O ItW[*103 ❑Z'7❑m B Iin �JL in M Z 0 0► � w Q li OQ�o DRAWN 6Y: E.v. DATE BNEEr NUMBER CS -4 OF IS 73 1/8 1 1 1 7/B MASONRY OPENING MASONRY OPENING 1 72 1/8 1 1103/4 W.B. FRAME WIDTHSTL. W. a.- TOTAL FRAME WIDTH 2 68 2 2 53 23/4 52 D.L.O. D. L. O. D. L.O . N� rl3 Ni CASEMENT WINDOW SIZE 6B 3/4" X 31 3/4" N r ❑ r -I 13 O m z _ Z O N Z W N a m= I ❑ EN W r ❑ } r i r m J z ° ° o IL Q a � a FO N I- � F- r r J n ° CASEMENT WINDOW SIZE 6B 3/4" X 31 3/4" N m N� 1 1/2" CURB m r r A4 ELEVATION 2-REQ`D. @ 2ND. FL. NORTH ELEV. BEDRooms 2 & 3 TRULITE GLASS & ALUMINUM SOLUTIONS, LLC. SERIES "3000 RESISTOR" ALUMINUM IMPACT STOREFRONT IN CLEAR ANODIZED FRAME WITH 9/1 6" CLEAR LOW -E LAMINATED IMPACT GLASS N.O.A. 11-1117.03 NJ 2- CURB OELEVATION 1-REQ`D. @ 1ST. FL. NORTH ELEV. OFF -ICE SIW IMPACT WINDOWS, LLC. SERIES "S-450" ALUMINUM IMPACT PROJECT -OUT WINDOW IN CLEAR ANODIZED FRAME WITH CLEAR LOW -E 5/1 6" LAMINATED IMPACT GLASS N.O.A. 12-0223.20 1/B STL. O N d' W W Q tt m J U] X O ET] Q W � Eg Lu > Q O CQ ly'IO It O M 1p 1-3° It OZLL Z _U) Outlp—`37 m W Z W W% UQ Z = W DNI.` m mm r 0 �Lij WEll � ❑Zm►i► in Oj m Lf) nIL N mt*i.a Dim Q ii LLLL o naAwN er: E.V. GATE oz -i a•� n SMELT NUMBER CG -5 OF 18 r D r J O ° E9 E9 _Z E Z W N a m I D r" r o r TW ` P3 J 04 O z o EL a a m 0O N F- 0 r r J O ° V1 m N� 1 1/2" CURB m r r A4 ELEVATION 2-REQ`D. @ 2ND. FL. NORTH ELEV. BEDRooms 2 & 3 TRULITE GLASS & ALUMINUM SOLUTIONS, LLC. SERIES "3000 RESISTOR" ALUMINUM IMPACT STOREFRONT IN CLEAR ANODIZED FRAME WITH 9/1 6" CLEAR LOW -E LAMINATED IMPACT GLASS N.O.A. 11-1117.03 NJ 2- CURB OELEVATION 1-REQ`D. @ 1ST. FL. NORTH ELEV. OFF -ICE SIW IMPACT WINDOWS, LLC. SERIES "S-450" ALUMINUM IMPACT PROJECT -OUT WINDOW IN CLEAR ANODIZED FRAME WITH CLEAR LOW -E 5/1 6" LAMINATED IMPACT GLASS N.O.A. 12-0223.20 1/B STL. O N d' W W Q tt m J U] X O ET] Q W � Eg Lu > Q O CQ ly'IO It O M 1p 1-3° It OZLL Z _U) Outlp—`37 m W Z W W% UQ Z = W DNI.` m mm r 0 �Lij WEll � ❑Zm►i► in Oj m Lf) nIL N mt*i.a Dim Q ii LLLL o naAwN er: E.V. GATE oz -i a•� n SMELT NUMBER CG -5 OF 18 1 .B. B 1 -ASEMENT WINDOW SIZE 52 3/4° X 31 3/4° ELEVATION 1 -REQ'D. l—& I ST. FL. NORTH ELEV. GYM TRULITE GLASS & ALUMINUM SOLUTIONS, LLC. SERIES 03000 RESISTOR° ALUMINUM IMPACT STOREFRONT IN CLEAR ANODIZED FRAME WITH 9/16° CLEAR LOW -E LAMINATED IMPACT GLASS N.O.A. 11-1117.03 m _Z Z W EL 0 } Z 0 III Q 1 W. E3. 2 3 1 1 1 7/8 MASONRY OPENING 1103/4 TOTAL FRAME WIDTH 52 23/4 52 D.L.O. I D.L.D. CASEMENT WINDOW SIZE CASEMENT WINDOW SIZE 52 3/4° X 31 3/40 52 3/4° X 31 3/4° Nl 1 1/2- CURB E`C VATI —ON 1-REQ'D. @ 2ND. FL. NORTH ELEV. MASTER BEDROOM SIW IMPACT WINDOWS, LLC. SERIES °S-450° ALUMINUM IMPACT PROJECT -OUT WINDOW IN CLEAR ANODIZED FRAME WITH CLEAR LOW -E 5/1 61 LAMINATED IMPACT GLASS N.O.A. 12-0223.20 1/8 IY O � N � m m� in Q 1 - Eq m E9 [9 Q W = G I'- Q C IYIt - d [9 WT F -3_j z th Op- m 00 00—< � [1W1� W Z W WQ Z= W ONN a] E13 IV W ,19 VI 0Z`. to m ❑ LL N 01(9_0 01 m IY Q li ta— nnrE as-� a -l4 BNEEi NUMBER CG -6 OF 18 m ^3 110 G 1 106 l W.B. TOTAL FRAME WIDTH W.B. 2 50 5/B 23/4 50 5/B 2 D.L.O. I I D.L.O. O ELEVATION 1-REQ'D. @ 2ND. FL. EAST ELEV. WALK -IN -CL. TRULITE GLASS & ALUMINUM SOLUTIONS, LLC. SERIES 43000 RESISTOR° ALUMINUM IMPACT STOREFRONT IN CLEAR ANODIZED FRAME WITH 9/1 G" CLEAR LOW -E LAMINATED IMPACT GLASS 3 g !Y N It � m ra Ell D W UII�NO Q 1- tr tri _j X E9 Lij a w m `` >�Qo n �v) �ZLLaj vi Ap Z _tn Opp m E3 0 0ttB- 07[218- 0 Z W W> E] Z= W mO Eq VJ r 0 IrWEll r- til OZm'h J I9 in W � N QI W LL O Q O ji DRAWN 8Y: E.V. DATE SHEET NUMBER OG -7 OF 18 0 [9 J m = N p Z [9 N Z w m W CL = N m OEq W Z N O 0 m J P] � Q N� .- 0 C N 0 m ^3 110 G 1 106 l W.B. TOTAL FRAME WIDTH W.B. 2 50 5/B 23/4 50 5/B 2 D.L.O. I I D.L.O. O ELEVATION 1-REQ'D. @ 2ND. FL. EAST ELEV. WALK -IN -CL. TRULITE GLASS & ALUMINUM SOLUTIONS, LLC. SERIES 43000 RESISTOR° ALUMINUM IMPACT STOREFRONT IN CLEAR ANODIZED FRAME WITH 9/1 G" CLEAR LOW -E LAMINATED IMPACT GLASS 3 g !Y N It � m ra Ell D W UII�NO Q 1- tr tri _j X E9 Lij a w m `` >�Qo n �v) �ZLLaj vi Ap Z _tn Opp m E3 0 0ttB- 07[218- 0 Z W W> E] Z= W mO Eq VJ r 0 IrWEll r- til OZm'h J I9 in W � N QI W LL O Q O ji DRAWN 8Y: E.V. DATE SHEET NUMBER OG -7 OF 18 L 0 N 0 0 1 B I 66 15/16 MASONRY OPENING 67 3/4 TOTAL FRAME HEIGHT 2 30 1/2 23/4 30 1/2 Z 2 23/4 2 3/4 D.L.O. D.L.O. D.L.O. D.L.O. 242 1/2 TOTAL MASONRY OPENING 2 101 7/16 MASONRY OPENING 3/7 6 7❑1 1/16 Z 68 1/8 MASONRY OPENING 3l7 6� r3/i 6 67 3/4 TOTAL FRAME HEIGHT Z 2 23/4 2 3/4 30 1/2 309/16 30 1/2 D.L.O. D.L.O. D.L.O. Q Q m w J m � m w J F W v w z P m m X 0 Q E3 Ld z W N O X w TRULITE GLASS & ALUMINUM SOLUTIONS, LLC. SERIES 03000 RESISTOR! ALUMINUM IMPACT STOREFRONT IN CLEAR ANODIZED FRAME WITH 9/1 6° CLEAR LOW -E LAMINATED IMPACT GLASS N.O.A. 11-1117.03 TOTAL FRAME HEIGHT Z 23/4 30 1/2 30 1 /2 D. L. O . D. L. O. Q W m J m � W w F m v F - [Il z P m (�j X W Q E3 2 Cl! EI! N st � m r m N W QFqm J U] E9[9 Q r13 LL ILI f-3- m ZZ�N o OEl m Q LE3 910JE*] Fw- w Z W WQ E] Z = W ❑N� Ul�Oa ryW[9 m oz .� in M OinLLL T mm_o Qf Eli Q 4. O Q O DRAWN BY: E.V. DATE D2-7 a-14 BNEET NUMBER 13133-8 OF IS W J W W 2 m � N U N F - [Il 2 0 (�j W Q Q E3 Ld 41 W N O Cl! EI! N st � m r m N W QFqm J U] E9[9 Q r13 LL ILI f-3- m ZZ�N o OEl m Q LE3 910JE*] Fw- w Z W WQ E] Z = W ❑N� Ul�Oa ryW[9 m oz .� in M OinLLL T mm_o Qf Eli Q 4. O Q O DRAWN BY: E.V. DATE D2-7 a-14 BNEET NUMBER 13133-8 OF IS m ts V3 d' 6B 1 5/1 6 MASONRY OPENING 1 673/4 W.B. TOTAL FRAME HEIGHT 2 2 30 1/2 23/4 30 1/2 m D.L.O. D.L.O. 3 NI T JF- Nr \r —IM 242 1/2 TOTAL MASONRY OPENING 2 101 7/16 MASONRY OPENING 101 1/16 TOTAL FRAME HEIGHT 2 30 1/2 23/4 30 9/1 6 23/4 30 1/2 2- D.L.O. -D.L.O. I I D.L.O. I I D. L. O. m° Q Q W mo W J m E9 F= - J z_ 0 W z 3 W W a W H } mm Eq m m X 0 I.L. N Z O J Q Q O0 m m ° t0 Q T JF- Nr \r —IM 242 1/2 TOTAL MASONRY OPENING 2 101 7/16 MASONRY OPENING 101 1/16 TOTAL FRAME HEIGHT 2 30 1/2 23/4 30 9/1 6 23/4 30 1/2 2- D.L.O. -D.L.O. I I D.L.O. I I D. L. O. 2 68 1/8 MASONRY OPENING f-311 6 673/4 TOTAL FRAME HEIGHT 2 30 1/2 23/4 30 3/430 1 /2 D.L.O. I I D.L.O. Q Q W W J m W J H W U] W z H m X 0 w z F- m X W 2 68 1/8 MASONRY OPENING f-311 6 673/4 TOTAL FRAME HEIGHT 2 30 1/2 23/4 30 3/430 1 /2 D.L.O. I I D.L.O. 2 3/16 V� m a i 9 0 N d' � m �t U) W Eq D Jqt U�j? m W Hm LL >rQa Eq [9 m I - 3_j C13 3Za t° Z in o°-2° 0ttooQw 111 0 H W 3 W W Q 0 z = W F- 0 L, m m O a'WP3 OZmm LrI C3 -Jm L13 in L� N Om —a U% m LL 0 DgAWN 9Y: E.V. DATE Da -i s -i a CG -9 OF 18 Q W m J W W H U] C9 z Ill X w 2 3/16 V� m a i 9 0 N d' � m �t U) W Eq D Jqt U�j? m W Hm LL >rQa Eq [9 m I - 3_j C13 3Za t° Z in o°-2° 0ttooQw 111 0 H W 3 W W Q 0 z = W F- 0 L, m m O a'WP3 OZmm LrI C3 -Jm L13 in L� N Om —a U% m LL 0 DgAWN 9Y: E.V. DATE Da -i s -i a CG -9 OF 18 74 MASONRY OPENING 1 72 1 W. B. FRAME WIDTH W.B. 2 68 2 D.L.O. Q0'� NI 'j 0 m 3 N (�) ELEVATION 2-REQ'D. (u I ST. FL. WEST ELEV. 227 1/2 MASONRY OPENING 225 1/2 TOTAL FRAME WIDTH 72 23/4 72 23/4 0 In - 7 D.L.O. I I D.L.O. D.L.O. TRULITE GLASS & ALUMINUM SOLUTIONS, L.L.C. O Q ❑ _ ; SERIES '3000 RESISTOR'ALUMINUM IMPACT Z U STOREFRONT IN CLEAR ANODIZED FRAME WITH ZW Irl 9/1 6" CLEAR LOW -E LAMINATED IMPACT GLASS III 2 N.O.A. 11-1117.03 EL o w Q LY N / \ Z LL SIW IMPACT WINDOWS, L.L.C. SERIES "S -450a ALUMINUM ❑ J ❑ / \ IMPACT PROJECT -OUT WINDOW IN CLEAR ANODIZED FRAME U1 Q CASEMENT WINDOW SIZE \\ WITH CLEAR LOW -E 5/1 6° LAMINATED IMPACT GLASS O tl] —i/98 3/4' X 32 3/4° N.O.A. 12-0223.20 F 13 Q0'� NI 'j 0 m 3 N (�) ELEVATION 2-REQ'D. (u I ST. FL. WEST ELEV. 227 1/2 MASONRY OPENING 225 1/2 TOTAL FRAME WIDTH 72 23/4 72 23/4 0 In - 7 D.L.O. I I D.L.O. D.L.O. ^f - N1 OELEVATION 1-REQ'D. & 2ND. FL. EAST ELEV. KITCHEN Ir � N d' � m m W � N Q�'tm J E(I .. [7 W Q W�Efl`L °y''O v, [n _j IY m �3pi :3 m Zin ❑ _- Q 'I m oinQ:, E3 i*) I r W Z W W% UQ Z= W ONILI S ID^�13 ErWP3vi OZ.lh In O -J m I7 in C olm=0 p► m !r � Q� LL O Q 0 F- = OJ � N O Q ^f - N1 OELEVATION 1-REQ'D. & 2ND. FL. EAST ELEV. KITCHEN Ir � N d' � m m W � N Q�'tm J E(I .. [7 W Q W�Efl`L °y''O v, [n _j IY m �3pi :3 m Zin ❑ _- Q 'I m oinQ:, E3 i*) I r W Z W W% UQ Z= W ONILI S ID^�13 ErWP3vi OZ.lh In O -J m I7 in C olm=0 p► m !r � Q� LL O Q 0 186 1/4 MASONRY OPENING 1 1841/4 1 ` TOTAL FRAME WIDTH 2 58 1/4 23/4 58 1/4 23/4 58 114 2 D. L. O. D. L. ❑ . D.L.O. r N F- a ❑ N N N r N �g9 OELEVATION 1 -REQ`. @ 2ND. FL. SOUTH ELEV. MASTER BATH / W.I. CL. TRULITE GLASS & ALUMINUM SOLUTIONS, LLC. SERIES °3000 RESISTOR" ALUMINUM IMPACT STOREFRONT IN CLEAR ANODIZED FRAME WITH 9/1 6° CLEAR LOW -E LAMINATED IMPACT GLASS N.O.A. 11-1117.03 I co It L? W W ILI Ln QfFfftE13 J to Ir .. E9 [o Q W Hm 4 >rQo W�°� in H30m ZZ�N O❑�m 0t0_Q:.i U [r] f tW- i Eg 38 MASONRY OPEN'S 36 - I W.B.- I FRAME WIDTH W -B- _j O Ell 0 V9 _j C9 N 40 0 E3P—j 31 r,qj 2" CURB 32 D.L.O. 1* *"* }W SIZE ..................... .................... ..................... .................... ............... *...... '^"* ................ ............ ........ .......... ..................... ..................... ..................... ..................... ..................... ..................... .............. ..................... ....... * ............. ..................... ..................... ..................... ..................... ..................... ............. ..................... .... ............... *'**'** .............. ..................... '*"* ................ ..................... ..................... .................... 2 ELEVAT113N I -REIV'D. C& I ST. FL. EAST ELEV. BATH -4 TRULITE GLASS Sc ALUMINUM SOLUTIONS, LLC. SERIES °3000 RESISTOR! ALUMINUM IMPACT STOREFRONT IN CLEAR ANODIZED FRAME WITH 9/16° CLEAR LOW -E LAMINATED IMPACT GLASS N.O.A. 11-1117.03 1 MASONRY OPEN'S .=. 11 FRAME WIDTH P!j CIQ Cgll liz CURB 32 - D.L.O. A v ..................... ...... .............. ..................... ..................... cite ..................... .. * ..... 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Eq pi oz 0 LL 03 Eli c Of L LL o - 40 5/8 41 3/8 I MASONRY OPEN'G EL MASONRY OPEC 3 2 3/4 ❑ w O M.O. 1 5/1 6 3B 1 1 1/1 6 1 1 1/1 6 3B FRAME WIDTH FRAME WIDTH W. B. STL. STL. 3/8 32• 3/8 m 0: LL i W•B• WINDOW WIDTH W•B' i 2 34 12 2 34 D.L.O. D.L.O. ai dEd 3 3 N� r � N� 1 0 F- w = E9 UL w m= m a m 3 (9z a ❑ 0 U] z Q 3 mM OELEVATION 7-REQ'D. Ca) 7 ST. FL. NDRTH ELEV. BATH -5 SIW IMPACT WINDOWS, LLC. SERIES °S-4000 ALUMINUM IMPACT CASEMENT WINDOW IN CLEAR ANODIZED FRAME WITH CLEAR LOW -E 5/1 6° LAMINATED IMPACT GLASS N.O.A. 12-0223.06 E9 z III I EL o a ❑ w O } m I d' w Mj a t7 z w V3 o O Q z m 0: LL i O i In i Of LL OELEVATION 7-REQ'D. Ca) 7 ST. FL. NDRTH ELEV. BATH -5 SIW IMPACT WINDOWS, LLC. SERIES °S-4000 ALUMINUM IMPACT CASEMENT WINDOW IN CLEAR ANODIZED FRAME WITH CLEAR LOW -E 5/1 6° LAMINATED IMPACT GLASS N.O.A. 12-0223.06 E9 z III I EL o a ❑ w O } m I d' w Mj a t7 z w V3 o O Q z m 0: LL o O Q N 3 OK EL EVAT1 O N 2-REQ`D. (9 1 ST. FL. EAST ELEV. C7 z w H = a 19 o � mW w Mj 0 Ir z o O Q In Of LL K i ELEVATION 1 11/16 STL. 3-REQ'D. (CU 1 ST. FL. EAST ELEV. TRULITE GLASS Bc ALUMINUM SOLUTIONS, LLC. SERIES °3000 RESISTOR"ALUMINUM IMPACT STOREFRONT IN CLEAR ANODIZED FRAME WITH 9/16° CLEAR LOW—E LAMINATED IMPACT GLASS N.D.A. 11-1117.03 O N ca V3 m W N < I M -103 . X. - E9 O Q WF- =m�` > Q o 0! m F -3_j O Z L'• '0 Z ODE3 0 �m OtoQ J U [9 H w D z w WQ U z = W 13 Eq r aJ W E3 WPI OZIn E3 m� m EN W m 03 o► I m 0 Q 4 D Q O DRAWN BY: E.V. OATS OZ -I 8-14 HHEET NUMBER CG -1 3 OF 18 -16 N O ELEVATION 1-REQ'D. @ 1 ST. FL. NORTH ELEV. CABANA BATH N MASONRY OPEN'S 50 MASONRY OPENING 1 36 1 1 48 •B• FRAME WIDTH W.B. W.B. FRAME WIDTH Z 32 2 Z 44 D. L.O. D. L.O. Nl 20 CURB OELEVATION I -REQ'D. (9) 1ST. FL. SOUTH ELEV. POWDER RM. ....... DEW SIZE. :'32:'3//!°:X :29::7/2°, 1*'***""' : gB�S,L'ijRE•, , , , TRULITE GLASS & ALUMINUM SOLUTIONS, LLC. SERIES 03000 RESISTORO ALUMINUM IMPACT STOREFRONT IN CLEAR ANODIZED FRAME WITH 9/168 CLEAR LOW -E LAMINATED IMPACT GLASS N.O.A. 11-1117.03 m J 3 m p N N 19 = m N fj z 19 C7 z I - = w 2 0 I a m \ w173 o in N 0 in r - IY DD z L m W N t� z �- 0 = d N ❑ toJ d a . p m I W[3 %a Z (g O P] } !fl J ILI 0 In —6 to iC•'• N ❑ W N ttN W N m . i........ 2" CURB U] J d p LL N F- N tD Ul Q -1 1D FQ- N ❑as fleSQURE D ... r- . O ❑ N J :......:.:.:.: J p ...........'03. ❑ O ELEVATION 1-REQ'D. @ 1 ST. FL. NORTH ELEV. CABANA BATH N MASONRY OPEN'S 50 MASONRY OPENING 1 36 1 1 48 •B• FRAME WIDTH W.B. W.B. FRAME WIDTH Z 32 2 Z 44 D. L.O. D. L.O. Nl 20 CURB OELEVATION I -REQ'D. (9) 1ST. FL. SOUTH ELEV. POWDER RM. ....... DEW SIZE. :'32:'3//!°:X :29::7/2°, 1*'***""' : gB�S,L'ijRE•, , , , TRULITE GLASS & ALUMINUM SOLUTIONS, LLC. SERIES 03000 RESISTORO ALUMINUM IMPACT STOREFRONT IN CLEAR ANODIZED FRAME WITH 9/168 CLEAR LOW -E LAMINATED IMPACT GLASS N.O.A. 11-1117.03 ELEVATION 2-REQ'D. (9) 1 ST. FL. SOUTH ELEV. FOYER & HALLWAY SIW IMPACT WINDOWS, LLC. SERIES °S-450° ALUMINUM IMPACT PROJECT -OUT WINDOW IN CLEAR ANODIZED FRAME WITH CLEAR LOW -E 5/1 6° LAMINATED IMPACT GLASS N.O.A. 12-0223.20 m J m p N 19 = m z 19 N w 2 0 I a m \ w173 o in 0 in r - IY DD z L m N toJ Q M O 1- N Q � 0 J to N m m 2" CURB ELEVATION 2-REQ'D. (9) 1 ST. FL. SOUTH ELEV. FOYER & HALLWAY SIW IMPACT WINDOWS, LLC. SERIES °S-450° ALUMINUM IMPACT PROJECT -OUT WINDOW IN CLEAR ANODIZED FRAME WITH CLEAR LOW -E 5/1 6° LAMINATED IMPACT GLASS N.O.A. 12-0223.20 i N m r k 765/8 757/8 MASONRY OPENING MASONRY OPENING 1 75 1/2 -1/8 3/16 75 1/2 W.B. TOTAL FRAME WIDTH STL. STL. TOTAL FRAME WIDTH 2 343/S 23/4 343/8 2 2 343/8 23/4 343/8 D.L.O. D.L.O. D.L.D. D.L.D. 3m r " N' C _Z F - Z I W Lg ❑ r EL p 0 ILI p )- N= 0 J N m r W r Q N� Z rcW r Q r Z G OIx Q ED L`' Q m r k 765/8 757/8 MASONRY OPENING MASONRY OPENING 1 75 1/2 -1/8 3/16 75 1/2 W.B. TOTAL FRAME WIDTH STL. STL. TOTAL FRAME WIDTH 2 343/S 23/4 343/8 2 2 343/8 23/4 343/8 D.L.O. D.L.O. D.L.D. D.L.D. 3m r " N' OELEVATION Z-REQ`D. @ 2ND. FL. WEST ELEV. BRIDGE TRULITE GLASS & ALUMINUM SOLUTIONS, LLC. SERIES °3000 RESISTOR° ALUMINUM IMPACT STOREFRONT IN CLEAR ANODIZED FRAME WITH 9/1 6° CLEAR LOW -E LAMINATED IMPACT GLASS N.O.A. 11-1117.03 STL. 2 01 ELEVATION 1-REQ'D. (g) 2ND. FL. WEST_ ELE� BRIDGE 1! N m In W 1.11 In EQ Q II- �d to J m r [9 D7 Q W=m�' >�Qo [7 O� :I j LL Z _m Op�vi 00QJ ❑I9� IW - W Z W W> C] Q Z = W 0NV` 131 r m O W Ell � OZ�'� m [9 In In L In m --:13 0 2 Vi � Qio DRAWN BY: E.V. DATE o2 -t B -t a SNEET14UNlER C13-711 5 OF IS [9 Z I.. Z I W E9 m �m r- O 0 = 0 - p )- N r J N m r W r Q r- Z p Q tL Q OELEVATION Z-REQ`D. @ 2ND. FL. WEST ELEV. BRIDGE TRULITE GLASS & ALUMINUM SOLUTIONS, LLC. SERIES °3000 RESISTOR° ALUMINUM IMPACT STOREFRONT IN CLEAR ANODIZED FRAME WITH 9/1 6° CLEAR LOW -E LAMINATED IMPACT GLASS N.O.A. 11-1117.03 STL. 2 01 ELEVATION 1-REQ'D. (g) 2ND. FL. WEST_ ELE� BRIDGE 1! N m In W 1.11 In EQ Q II- �d to J m r [9 D7 Q W=m�' >�Qo [7 O� :I j LL Z _m Op�vi 00QJ ❑I9� IW - W Z W W> C] Q Z = W 0NV` 131 r m O W Ell � OZ�'� m [9 In In L In m --:13 0 2 Vi � Qio DRAWN BY: E.V. DATE o2 -t B -t a SNEET14UNlER C13-711 5 OF IS E Z 76 7/6 75 7/a MASONRY OPENING MASONRY OPENING 1 75 1/2 1 /a 3116 75 1/2 3/16 w. a.- DOOR FRAME WIDTH STL. STL. DOOR FRAME WIDTH STL. 1 3/4 72 1 3/4 1 3/4 72 1 3/4 DOOR OPENING WIDTH DOOR OPENING WIDTH ID to m m 3 3 F 19 D L7 / \ 19 / \ Z I- w / \ Z Z I I / \ Z I p / / \ a O d' p z / \ aW w q p p 01 Z / \ N p= N� N N� I m a \ / r- m a Z \ / Z ❑ O\ 13 ❑ Ir / LL \ / Q LL \ / ELEVATION Z-REQ'D. @ 1 ST. FL. WEST ELEV. GREATROOM E2A ELEVATION E� 1-REQ'D. 1 ST. FL. WEST ELEV. GREATROOM ALDORA ALUMINUM 8c GLASS PRODUCTS, INC. SERIES °K2LM° ALUMINUM IMPACT ENTRANCE DOOR IN CLEAR ANODIZED FRAME WITH CLEAR 9/16 LOW -E LAMINATED IMPACT GLASS N.D.A. 13-1021.03 O N ca 19 0] w T ILI JI!]� X ❑ [0 Q W 3 m 4. >�Q o Z� ZN Op27 O'DQ' C7Mi w w Z W W i O Q Z = W ONL` a]�Ell o LLVU-- Wtr711 ED DRAWN BY: E.V. GATE IL02-18-14 IEMJ [9 I Z E9 Z W F W _ IL O It O W Z m � 8 I g3 — Z W �a mo at L a a o O 0 53 1/2 MASONRY OPENING 1 51 1/2 1 W-8• DOOR FRAME WIDTH W.B. 1 3/4-11 48 1 3/4 DOOR OPENING W�III E3 ELEVATION I -REQ�D. @ 1 ST. FL. Si3UTH ELEV. BUTLER PANTRY ALDORA ALUMINUM & GLASS PRODUCTS, INC. SERIES 'K2LM' ALUMINUM IMPACT ENTRANCE DOOR IN CLEAR ANODIZED FRAME WITH CLEAR 9/1 6 LOW -E LAMINATED IMPACT GLASS N.O.A. 13-1021.03 E4 ELEVATION 1 ST. FL. EAST ELEV. FOYER (SIDELITES) TRULITE GLASS & ALUMINUM SOLUTIONS, LLC. SERIES °3000 RESISTOR" ALUMINUM IMPACT STOREFRONT IN CLEAR ANODIZED FRAME WITH 9/1 6° CLEAR LOW -E LAMINATED IMPACT GLASS N.O.A. 11-1117.03 / I � N N ra 19 19 WW Q H w Lo E19 0 It 'j II] X _ Ig Q W Ell 'L r, Q 13 CQ ❑ f �a m =ZLL Z 13 ❑ Q E3 tB ❑t0a- E3 C9 FF W Z W WQ E3 Z = W �N� ��190 �WEll m OZO'� in�LL N III _ LL 0 DRAWN BY: EV. LL7, a-� CS N Eo 37 1 1 W.B. 1 3/4 E6 ELEVATION 1-REQ`D. (g)_1 ST. FL.' N13RTH ELEV. 37 1/2 d' N m E7 ELEVATION I -REQ`D. @ 1 ST. _FL. _EAST ELEV. CABANA BATH ALDORA ALUMINUM & GLASS PRODUCTS, INC. SERIES °KZLM° ALUMINUM IMPACT ENTRANCE DOOR IN CLEAR ANODIZED FRAME WITH CLEAR 9/1 6 LOW -E LAMINATED IMPACT GLASS N.O.A. 13-1021-133 1 W. B. 1 3/4 0 m �_ ro � to �t W W W in ED N C m E0 Q WP I— > 13 O� L9 r1 I-3_jm ZZ�in 00 m t o o 0E132FW- W Z W W Q E3 Z = W ioN� U]�m0 ,w Ld V3 LL Eq 0 . In m min LL rng� CK Q ii L Q d