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WS-07-968
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 06/13/2007 Inspector: Grande, Claudio Owner: GOODENOW, GARY AND MARY Job Address: 440 94 Street NE Miami Shores Village, FL Project: <NONE> Contractor: NEW WAVE HURRICANE PROTECTION Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number (305)757 -5235 Parcel Number 1132060140330 Lot: Building Department Com Tuesday, June 12, 2007 Page 2 of 2 REPLACING WINDOWS FOR IMPACT RESISTANT WINDOWS #11y k IS Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Tuesday, June 12, 2007 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING ( PERMIT APPLICATION' FBC 2004 - i�AY 1 0 2007 B Y: Permit No. kAI S -H Master Permit No. Permit Type (circle): Buildin EIectrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) \M oyr' ) C--odd-o>7 c Phone # Owner's Address Gj City yam;) X11 i';') 4 State r L Tenant/Lessee Name Zip )227 Phone # Job Address (where the work is being done) Li 4 0 J y 1 4 City Miami Shores Village County Miami -Dade Zip ) 3 I FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name New Lfe4 V' /k. y a term— 6j-4, Phone # s- ` v)- 3-1- 0 Contractor's Address City r'a rfi L c State r Zip '3 C) Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ 5- MKDO Phone # Square / Linear Footage Of Work: Type of Work: ['Addition ['Alteration ['New Repair/Replace ❑ Demolition Describe Work: r O ti �� �% _ =�_ C) ((P-I * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * ** Fees*************** * * * *( *� * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ ®D �' CCF $ "I CO /CC Notary $ Training/Education Fee $ ;,- I.A..I Technology Fee $1 " Scanning $ q -o Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -4 . x Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by , day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 07108106) NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning .. • Miami Shores Village Building Department t0050 N_E.2nd Avenue, Miami Shores, 1iorida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT .APPLIC.ATION FBC 2001 Permit Type (circle): ' uild' Electrical Owner's Name (Fee Simple Titleholder) O\( (., Owner's Address L L 4 NE O L4 -"N City r A, (Ai S le\ ey s' state F L dip Tenant/Lessee Name Phone Permit No. Master Permit No. Plumbing Mechanical • A A Phone # Roofing Job Address (where the work is being done) 4H 0 T\I Ci Li-kh City Miatr „Shores Village County JVI"tami -Dade Zip 3 Is Building historically Designated 'YES NO Contractor's Company Name Prolfthillojne; Contractor's Address 4' 3.3 City , 1 Fo L L . Staid Zip s QualiSer Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit ) J 1 Square Footage Of Work Type of Work: DAddition ❑AIteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: jegOiAg Submittal Fee $ Permit Fee $ CCF $ Notary $ Training/Bducation Fee $ Technology Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Merge Lender's Name i f applicable) — MortgageLender's Address City State Zip • Zip, Application is hereby made to obtain a permit to do the work and installations as iindicated certi6, that no work or 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 ELI; WELLS, POOLS, FURNACES, BOILERS, BEATERS, TANKS and AIR CONDITIONERS, CPL WORK, PLUIv(BI2VG, Ste, OWNER'S AFFIDAVIT: t certify that all the foregoing information is accurate and that all work wi11 be done in compliance applicable laws regulating construction and zoning. p with all "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR EVIPROVEMEN'I; S TO YOUR PROPERTY. I$ YOU IlNTEND TO OBTAIN > 1•ANCoG, CONSULT 'WITR YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMIvENC`>JIVI>Elq� .” Notice to Applicant: As a condition to the issuance of a budding permit with an estimated value exceeding $25t70, the applicant promise in good faith that a copy of the notice of commencement and construction lien law brochure will be deld to the pp must whose property is subject to attachment Also, a certified copy of person for the first inspection which occurs seven the recorded notice of cmnmencemem.must be posted at the job site (7) o ways wilt the b charged permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent - The foregoing instrument was acknowledged before me this day of 200, by who is person y known to me or who has produced As identification and who did take an oath. NOTARY PUBLLIC: Sign. Print My Commission APPLICATION APPROVED BY; Cm 10/14/03 Contractor The foregoing instrument was acknowledged before me this-3 of , 20 C by -,-_, who is personally known tome or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Prim: My Commissi ertificote of Competency Holder) t M Certificate of Cou pet *ViitteviatjAVAINMPSAIM MY COMMISSION* DD511473 Plans Ezarrdner Engineer Zoning ** NOTICE OF COMMENCEMENT A RECORDED COPY MIDST BE POSTED 011 THE JOB SITE AT TPA OF ARST INSPECTION PERMIT NO. TAX FOLIO NO. i _3zo 10' a i4 -033o STATE OF FLORIDA: COUNTY OF MIAMI -DADS: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. INSTR #107044588 OR SK 43995 Pages 1195 -1195 RECORDED 05/07/07 12:09:47 BROWARD COUNTY COMMISSION DEPUTY CLERK 2160 #11, 1 Pages 1. Legal description of property and street/address: m I- fir M o S S S i s .1 - '"1 ),04 _s9 L- J e )!�, s l L64- S) L I of 0015 X 12 2. Description of improvement: 3. Owner(s) name and address: 4y3 ti 9 Sa- Interest in property: Name and address of fee simple titleholder: C. t -e, &4Yovv tlet t' 38 4. Contractor's name and address: I t NE TJtOMAS Ru.02 I K 51 ST 2." LAa° 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is spe red) _.Ella..., Signature e Owner Print Owner's Name G4---1 4<, Sworn to and subscribed before me this Notary Public Print Notary's Name My commission expires: 123.01-52 PAGE 4 8/02 etvaLZ day of c F' C rYI , 20 os0"foci, KELLEY ANN HARRIS•KIyRSE ial MY COMMISSION* 011311473 hpl N'. BYPIR r, Jap.36,X10 own seam 84 nefidgi NOON OVVICENemm Prepared by Ad ress: / L& tt? e/ 1 1 CLr1o,cJ:� t 5.36(? i00, Ve. 4.3WW7.1 edge 4.1 wm, eago 1 01 1, rcecoraea un/utizvut au 12:09 PM, Broward County Commission, Deputy Clerk 2160 1\ NOTICE OF COMMENCEMENT A RECOROE0 COPY tsar BE POSTED NIUE JON STYE Ai TINE OP ROST INSPECTION PERMIT NO. TAX EOM) n -320 0 ILI-0330 STATE OF FLORIDA: COUNTY OF MIAMI-DADE: 11-IE UNDERSIGNED hereby gives tvAice that Irnprovements will be made to certain real property, end in accordance with Chapter 713, Horde Statutes, *81011ov/he Information re provided in this Notice of Commencement. 1. Legal description of property and street/address: In I a in ; S*11 yr s sce .2_ rg to-In 1.-44g (1 g1k S I 00 . 00t5 12S ill 1 I - 2-431.0- CV794a 2. Description of improvement 0/14, •• •• • • 4 • • • • 3. Owner(s) name and address: Mt. (.■ Ciz2A-4.nr1W 4L4 a NI 9,4 , YY\ is,ry‘ i twi 1).3138 Interest In property: Name and address of fee simple titleholder: 4. Contractor's name and address: Thom ar4OZI Pni NE 61 $v Feta' Liluo FL Tat 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(l0)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lianort Notice as provided In Section 713.13(1)13), Florida Statutes. Name and address: 9. BcpiratIon date of this Notice of Commencement: he expiration date is 1 year from the date of recording unless a different date Is • Itk41/4'-1 Signature Owner Print Owner's Name M1 L3 Prepared by Swom to and subscribed before me this 021 day of Aa,,,E0X___, 20C11 Notary Pubilo Print Notary's Name My commission expires: 123111-52 PAGES EAR i •",:,3*.in7e.,..",t V ad L>DM:flitiz.'.::',(:),:3y Of thi.': - • •"'''', ,64.. g ''r '''.2,2wilit•' /4101i t ALL AMERICAN WINDOWS AND DOORS 1 -(26 x 38 5/8) SH 1 -(37 x 50 5/8) SH 2 -(37 x 50 5/8) SH 1 -(1 x4) Mull 3 -(37 x 50 5/8) SH 2 -(1 x 4) Mulls 1 -(26 x 50 5/8) SH 2 -(36 x 50 5/8) SH 1 -(1 x 4) Mull Mary Goodenow 440 NE 94th St Miami Shores, FL 33138 Mean Roof Windloads b Worse case Zone 4= + 4 Zone 5= + 45 1 -(53 38 3/8) SH 1 -(53 x 38 3/8) HR 1 -(37 x 50 5/8) SH -(37 x 50 5/8) SH • • 1•'41:( `1) !lull • • • • • • • • • • •• 1 -(26 x 38 3/8) SH 1 -(25 1/2 x 37 3/8) SH 1 -(37 x 38 3/8) SH 2 -(37 x 38 3/8) SH 1 -(1 x 4) Mull • • • • • • •• • ••• •• • • • • •• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • •• • • • ••• • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 -(37 x 50 5/8) SH 1 -(37 x 50 5/8) SH 1 -(37 x 50 5/8) SH 2 -(37 x 50 5/8) SI- 1-91 X 4) Mull STATE AND COUNTY RULES A�i D REGULATION W NJ n 0 Z m 0 Z o 0 G) m o o 8 -0 z ill 4711111N r litD -n 41, m 1, 0 ii 0 x D r -a 0 MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E.S. Windows 10653 N.E. Quaybridge Ct. Miami, FL 33158 SCOPE: MIAMI-DADE COUNTY, FLORIDA METRO -DARE FLAGLE R BUILDING 140 WEST FLAMER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee (BCPRC) 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 BCCO an 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. BCPRC reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Tubular Mullions APPROVAL DOCUMENT: Drawing No. M04 -04, titled "Aluminum Tube Mullions," sheets 1 thrughl of 8, prepared by AL- Farooq Corporation, dated 04/26/04 revision "A" dated 08/06/04; signgd apd.sealed by Hwnayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval start!'" with the Notreelof Acceptance number and aaproval date by the Miami -Dade County Product Control Divrsrox. • • • • MISSILE IMPACT RATING: Large and Small Missile Impact •••• • •LABELING: Each unit shall bear a permanent label with the manufacturer's name or lore City, statt and following statement "Miami -Dade County Product Control Approved ", unless otherwile'r�c to herein!' • • • • RENEWAL of this NOA shall be considered after a renewal application has been fit • • • • • • • • app � ed�d jllere has tin 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 ). reyllion or clittigt in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an ettiorsement o and+: 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 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 Heraninio F. Gonzalez, P.E., Director, BCCO • NOA No 04-0712.01 Expiration Date: September 16, 2009 Approval Date: September 16, 2004 Page 1 E.S. Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M04 -04, titled "Aluminum Tube Mullions," Sheets 1 through 8 of 8, prepared by AL- Farooq Corporation, dated 04/26/04 revision "A" dated 08 /06/04, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) 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 2411.3.2.1 and TAS 202 -94 along with installation diagram of a alnminnm single hung window mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL-, dated 06/09/03, signed and sealed by Joseph Chan, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 •••• 5) Cyclic Wind • Pressure Loading per FBC, TAS 2¢S;94 • •••• • 6) Forced Entry Test, per FBC 2411.3.2.1 and ms 2U2 -94. • : -: along with installation diagram of a aluminum single hung wipplpg; mulled together, prepared by Fenestration Testing Laboratory, Inc., Test ReportI TL -3810, dated 06/09/03, signed and sealed by Joseph Chan, P.E. • •••• • • 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 . . . • • • • 2) Uniform Static Air Pressure Test, Loading pia MC, TAS412 - -94 3) Water Resistance Test, per FBC, TAS 202 -94 • •••• 4) Small Missile Impact Test per PBC, TAS 201 -94. 5) Cyclic Wind Pressure Loading per FBC, TA 1)3:94 • • • 6) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202 -94 • • along with installation diagram of a aluminum single hung window mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL -3819, dated 06/09/03, signed and sealed by Joseph Chan, P.E. C. CALCULATIONS: 1. Anchor Calculations, ASTM- E1300, structural analysis, pmpared, signed and sealed by Humayoun Farooq, P.E dated 06/07/ E -1 Hermini { F. Gonzalez, P.E. Director, Product Control Division NOA No 04-0112.01 Expiration Date: September 16, 2009 Approval Date: September 16, 2004 E.S. Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance and no financial interest, 06/07/04, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of conformance and no financial interest, 06/07/04, signed and sealed by Humayoun Farooq, F.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC) E -2 • • • •••• • • • • •• • • ••• • • • • • •• • • • • • •••• • • • • • • •••• • • • •••• • • • • •• •• •••• • • • • • • • • • •••••• • •••• • • • •• • ••• • `Ha Ii11)11 . Gonzalez, P.E. Director, Product Control Division NOA No 04- 0712.01 Expiration Date: September 16, 2009 Approval Date: September 16, 2004 THESE MUWONS ARE RATED FOR LARGE MISSILE IMPACT RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE, ALL GLAZING PRODUCTS USED WITH THESE MULUONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER WADS 10 THE STRICTURE. ANCHORS SHALL BE AS USTEO, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATEROI. SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF TIES APPROVAL. A 3391 INCREASE IN ALLOWABLE STRESS IS USED 114 DESIGN OF ANCHORS. INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. STEP 2 STEP 3 STEP 4 STEP 5 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. • • USING CHARTS 014 SHEET 3 SELECT MULLION S128 WITH • • • DESIGN RA1170 MORE THAN DESIGN LOAD SPECIFIED • • • IN STEP 1 ABOVE. • USING ANCHOR TYPES ON SHEETS 8 1H0,10 8 AND ANCHOR ern • • • ON SHEET 4. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DEMON L0AD5 SPECIFIED IN STEP 1 ABOVE. TYPICAL GLAZING PRODUCT 4.00 5.000 •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • ••• • 5.000 > TUBULAR SHAPES ALLOY = 8063 -18 ao00 ----- 4.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL, SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING Approved as Flarlds Date *AIM kr, . ,. • i "�", a. .^ Env. 00. 151MA70UN F 0 STRUCTURES Pt FLA. 0...4.14. "5838 AU4 1.000 0 0 1 4 drdrogtng no. M04 -04, (sheet j of Q ) ••• • • • • ••• • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 009 • • • • •.• • • • •.. •• •• • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • •.. 1.000 -.125 1 .000 125 ••• ••• s• •E0 ••• 2'MO _- .250 r G, I .323 •• • • • • • •• • • ••6•w• • • • ••• • • ••• • i _f"- 6.000 3'000 LMO `.129 4'000 .185 1.000. 4.000 ENGINEERS. PLANNERS & PRODUCT DESIGN 1235 SW 87 AVE MIAMI. FLORIDA 33174 'TEL. (305) 264 -811 FAX. (305) 282 -6978 • doe • ! • • • • • rl2S • • • • • • • • • • • • • • •• • • • • • •• -a P a-.125 - .250 3.000 •338 5.000 •• • • • • • • • • •• • - • • • • • • • • - ,125 .125 .125 .338 .323 1 X 3 CUSTOM MULLION 0083 -T8 _1.125 CUSTOM 1 X 4 MULLION 6063 -T6 e.666— i a25 1 X 3 STD. MULLION STD. X 4 MULLION 6063 -16 6083 -T8 2000 .125 ALUMINUM TUBE MULLIONS J� ES. WINDOWS I 5220 N.W. 72 AVE. BAY #4 1 MIAMI, FL 33166 [TEL (305) 640 -9857 FAX (305) 593 -2074 2 X 5 STD MULLION 2 X 6 STD. MULLION 2 X 6 HEAVY MULLION 6063 -T8 2.000 ---I 4,000 -^. 125 3400 . 125 8063 -T6 6063 -T6 Approved ec ptibi2 bIM Date +yiKA,. ' 1 01 \�% ANGLE 2.000 CLIP NOT PPTTI NAL 2 X 3 STD MULLION 2 X 4 STD. MULLION 6063 -T5 6063 -16 8063 -18 C I .( .720 1.690 SS6 P. 1.405 310 2.750 325 2000 By ti % OPTINAONAL MULLION 6063 3,750 CUP -T5 .�.�.� 4,900 T ALOPON� MULLION 6083 \\/ -T6 � CLIP ' 1 888 •e 57 STRUCIURp9 Fi C 1188 �" /J� AUG 1 0 2004 drawing no, M04 -04 sheet _ of 8 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • 1 • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• y_ \ DESIGN LOAD CAPACITY -. P8F (TUBE MULLIONS) DESIGN LOAD CAPACITY - P8F (TUBE MULLIONS) DESIGN LOAD CAPACITY - P8F (TUBE MULLIONS) 1IINDOtYDIM3. 1X3 STD. 1X4 STD. I X 3 CUSTOM IX4 CUSTOM 8X8 STD. 2X8 STD, 2X8 HsAYY WINDO7tDIM3. I X3 STD. 74.8 IX4 STD. 150.0 1X8 CUSTOM I X 4 CUSTOM • • • ••• • •2• 8 • S'I�. 1b0.0 • 5 • •2X REAV 1514 • • • ••• • 123 STD. IRMO 1X4 STD. 37.9 1X3 CUSTOM IX4 CUSTOM 2X6 STD. 98.7 2X8 STD. 150.0 2X8 HEAVY 2X$ STD. 2X4 STD. 2X3 STD. 115.1 2X4 STD. 150.0 g B • BT'. 160.0 •� 0 V 109tH •) • -4 26 -1/2" 30" 37" 1 •44 • •48'• D 3. • MULL• SPAN • • • • •120' 2X5 STD. ®m 2X4 STD. WIDTH (W) NULL SPAN WIDTH (W) 19 -1/8" 28 -1/2° 30' 37` 42" 45' 54° 80' 88' 72' MULL SPAN 74 -1/4' 19 -1/8" 28 -1/2' 30' 37' 42" 48' 54' 60' 88' 72' 35 -3/5" 150.0 150.0 150.0 180.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 160.0 150.0 53.8 115.4 83.1 150.0 150.0 130.0 150.0 27.3 - 39.9 89.8 111.0 150.0 150.0 150.0 180.0 150.0 150.0 150.0 150.0 47.5 101.9 73.4 148.9 150.0 150.0 150.0 24.1 - 35.3 517 98.1 150.0 160.0 150.0 150.0 150.0 150.0 150.0 150.0 38.5 82.6 59.5 120.7 150.0 150.0 150.0 •15 %0. - - 28.8 50.0 79.5 148.1 180,0 150.0 150.0 180.0 180.0 150.0 180.0 33.9 72.8 52.4 108.4 • 15043 • • I8IL0 - - 25.2 44.1 70.1 128.7 150.0 *50.0 150.0 150.0 150.0 150.0 150.0 29.7 83.7 40.9 93.1 150.00 15806 615810 ZEN - 22.0 38.5 irEgman 150.0 180.0 180.0 180.0 180.0 160.0 150.0 26.4 58.8 40.8 82.7 144.8 :1540 ;1580 • •5% 4180" 66" 72" • • • NM 2113111111111 - - - - - - 34.3 84.6 100.1 cc CsIERS FE 3317! 1100 150.0 150.0 150.0 150.0 150.0 150.0 150.0 218 51.0 38.7 74.4 130,21 15000 •1500 - 30.8 49.0 90.1 140.9 150.0 150,0 130.0 150.0 180.0 150.0 21.6 45.3 33.4 67,7 118.3 150.0 150.0 - 28.0 44.8 81.9 129.2 180.0 150.0 180.0 150.0 150.0 150.0 - 42.8 30.8 820 108.5 150.0 150.0 - - - - 25.7 40.9 78.1 19 -1/8" 26 -1/2" 30" 37" 42° 48' 54' 80° 88" 72' 30 -5/8° 150.0 150.0 150.0 180.0 150.0 180.0 150.0 19 -1 /5° 26 -1/2' 30' 37' 42" 48° 54" 80' 88' 72" 84" 61.5 110.4 78.6 150.0 150.0 150.0 160.0 19 -1/8 28 -1/2° 30" 37" 42° 48" 54" 80" 58" 72" 132" - 28.5 20.5 41.8 72.7 118.8 160.0 150.0 150.0 150.0 150.0 150.0 150.0 180.0 37.2 79.7 57.4 118.4 150.0 150.0 150.0 - 20,5 - 30.0 526 83.4 150.0 150.0 150.0 180.0 150.0 150.0 160.0 150.0 32.8 70.4 50.7 102.8 150.0 150.0 150.0 - - - 28.8 46.3 73.7 135.4 121.5 150.0 150.0 180.0 150.0 150.0 180.0 28,8 67.1 41.1 83.4 145.8 150.0 150.0 - - - 21.8 37.8 59.7 109.8 107.1 150.0 150.0 180.0 '50.0 180.0 150.0 23.4 80.3 38.2 73.8 128.4 180.0 151.0 0 - - 00 - - 331 29.0 82.8 98.7 E.S. WINDOWS 1 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 1EL (305) 840 -9857 PAX. ( 593 -2074 93.7 150.0 144.7 150.0 150.0 150,0 150.0 20.5 44.0 31.7 84.3 112.4 180.0 150.0 48.1 84.8 63.3 150.0 128.8 160.0 180.0 150.0 150.0 - 39.1 28.2 87.1 99.9 180.0 150.0 - - - 25.7 40.8 75.2 78.0 143.0 115.8 150.0 150.0 150.0 150.0 - 35.2 25.3 51.4 89.9 140.7 150.0 - - - 23.2 38.5 57.7 68.2 130.0 105.3 150.0 150.0 150.0 180.0 - 32.0 23.0 48.7 51.7 127.9 150.0 - - - 21.1 33.5 81.5 82.5 119.2 98.5 150.0 150.0 150.0 180.0 - 29.3 21.1 42.8 74.9 117.3 150.0 - - - - 30.7 58.4 19 -1/8" 26 -1/2' 30" 37° 4.2' 42' 48' 54' 60" 85' 72" 88' 150.0 150.0 150.0 150.0 150.0 150.0 150.0 19 -1/8" 28 -1/2' 30° 37' 42" 48° 54` 80' 88' 72" 98' 34.5 74.0 63.3 108.1 180,0 150.0 150.0 19 -1/5' 26 -1/2" 30° 37° 42" 48° 54' 80' 88" 72' 144' 21.9 - 32.0 58.0 89.0 150.0 112.9 150.0 150.5 150.0 150.0 150.0 150.0 24.9 53.4 38.4 70.0 138.4 150.0 150.0 - - 211 40.4 64.3 118.0 89.7 150.0 150.0 150.0 150.0 150.0 150.0 22.0 47.2 34.0 86.8 120.5 150.0 150,0 - - 20.4 35.7 56.8 .!3� 80.9 150.0 124.9 150.0 180.0 150.0 150.0 - 38.2 27.8 65.9 87.7 180.0 150.0 - - 46.0 112E111 s:2 71.2 150.0 110.0 150.0 150.0 150.0 150.0 - 33.7 24.3 49.2 88.0 135.8 150.0 - - - - 25.5 40.6 74.5 82.3 133.5 98.2 150.0 1500.0 150.0 180.0 - 29.5 21.2 43.1 75.3 119.7 150.0 - - - - 22.3 35.5 65.2 35.4 118.8 856 150.0 150.0 150,0 150.0 - 26.2 - 38.3 88.9 108.4 150.0 - - - - - 31.5 57.9 49.9 108.9 77.0 180.0 180.0 150.0 150.0 - 23.6 - 34.4 80.2 95.8 180.0 - - - - - 28.4 621 45.3 97.2 70.0 142.0 150.0 180.0 150.0 - 21.4 - 31.3 54.8 87.1 150.0 - - - - - 25.5 47.4 41.5 89.1 84,2 130.2 180.0 150.0 150.0 - - - 28.7 80.2 79.6 148.8 - - - - - 23.8 43.4 19 -1/8' 28 -1/2' 30' 42° 48' 54' 60° 86` 72' 83" 122.1 150.0 150.0 150.0 150.0 180.0 150.0 19 -1/8' 28 -1/2" 30° 37" 42" 48" 54" 60" Sr 72" 108° 24.2 51.9 37.4 75.9 132.7 150.0 180.0 ARUM TO BE •SCR18E0 4099014721. MULLION IN81DE RECTANOUTAR SAME 88.1 160.0 138.0 150.0 150.0 150.0 160.0 - 37.5 27.0 84.8 95.8 150.0 150.0 77.8 150.0 120.2 150.0 150.0 150.0 150.0 - 33.1 23.9 48.4 84.8 134,5 150.0 83.1 55.8 135.3 119.2 97.4 85.8 180.0 180.0 160,0 180.0 160.0 150.0 180.0 150.0 - - 28.9 23.7 - -- 39.2 34.8 8&8 80.4 109.1 98.1 160.0 150.0 - ��� ��''^L .�� �,,, 41221•0 PRODUCT '°- '-1.ULLLIO OLA2910 PRODUCT Di 48.8 43.2 104.3 92.7 75.1 68.8 150.0 135.4 160.0 150.0 160.0 150.0 160.0 1500 - 20.7 - 30.2 32.9 84.1 150.0 - - - 28.9 47.0 74.7 137.3 PRODUCT O INOQI 38.8 63.4 80.1 121.8 150.0 160.0 150.0 - - - 24.2 42.3 87.3 123.6 38.4 75.8 54.8 1109 1800 150.0 150.0 - - - 22.0 38.5 61.2 112.3 t, 32.4 89.5 50.1 101.8 160.0 150.0 150.0 - - - 20.2 36.3 58.1 103.0 ALL LOADS ARE EXT.( +) /INT.( -),� NOTE: wt w2 „ MUWON 5' ©� ,. a MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. j i 41 . ,aI 4 (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULLION ARRANGEMENT r E"°" DR.STRUCTURES F1.A PE {e 15557 , , ,,. ,, 040 , .c withal Wt + OAK X35 am , MriIC +x r�lfg„ WIDTH (W) = /i a. 7TJ.F3 -, drawing no. M04.-04 MULLIONS =--�- AUG o 2004 IliAll lk r (sheet 3 of 8 ) • • •• •• • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • DESIGN LOAD CAPACITY - P8F WINDOW 01128. ANCHORS TYPE 780TH (W) MULL SPAN A 13 C D E 19 -1/8" 25 -1/2" 30' 37, 42" 48. 80' 88' 72° 38 -3/8'. 150.0 150.0 180.0 150.0 150.0 110.4 145.0 150.0 160.0 180.0 97.6 128.1 150.0 150.0 150.0 79.1 103.9 450.0 150.0 150.0 89.7 91.5 138.4 150.0 150.0 81.0 80.1 1224 150.0 160.0 a4.2 71.2 108.4 150.0 150.0 48.8 84.0 97.8 150.0 150.0 44.3 58.2 88.7 140.1 150.0 40.7 53.4 81.3 128.4 180.0 19 -1/8' 26 -1/2" 30' 37" 42' 48" 54" 80° 88' 72' 50 -5/8' 118.0 150.0 450.0 180.0 150.0 83.7 109.9 160.0 1500 150.0 74.0 97.1 147.9 150.0 150.0 60.0 78.7 119.9 150.0 180.0 52.8 69.4 105.7 150.0 150.0 45.2 80.7 92.4 146.0 150.0 41,1 53.9 82.2 129.8 180.0 37.0 48.5 74.0 1108 150.0 33.8 44.1 67.2 108.2 150.0 30.8 40.5 81.8 97.3 150.0 19 -1/8" 26 -I/2" 30" 37' 42' 48' 54' 80" 88' 72' 88' 101.3 132.9 150.0 180.0 180.0 73.1 95.9 148.2 150.0 150.0 64.8 84.7 129,1 150.0 180.0 52.3 88.7 104.7 150.0 150.0 48.1 60.5 145.7 150.0 40,3 83.0 80.7 127.4 150.0 35.9 47.1 71,7 113.3 150.0 32.3 42.4 84.8 102.0 150.0 29.3 38.8 58.7 92.7 160.0 28.9 38.3 53.8 85.0 180.0 19 -1/8' 28 -1/2° 30° 37" 42' 48' 34' 80' 88' 72" 83' 93.2 122.4 150.0 150.0 150.0 87.3 88,3 134.8 180.0 150.0 69.4 78.0 116.9 180.0 150.0 48.2 63.3 88.4 150.0 180.0 42.4 55.7 84.9 134.1 180.0 37.1 48.8 74.3 117.3 150.0 33.0 43.3 85.0 104.3 150.0 29.7 39.0 59.4 93.9 150.0 27.0 35.5 54.0 85.3 150.0 24.8 32.5 49.5 78.2 150.0 DESIGN LOAD CAPACITY P9F WINDOW DIMS. WIDTH 19) ANCH0048 TYPE MULL SPAN A 19 -1/8° 28 -1/2° 30" 37" 42' 48' 54° 60' 85" 72' 74 -1/4' 19 -1/8' 28 -1/2' 30' 37' 42' 48' 54° 80° 88" 72' 5 • • C D •E • 79.1. 103.8 150.0 150.0 11.0.0 • 57.1 60.4 40.9 38.0 31.5 28.0 25.2 22.9 21.0 89.9 50.8 44,8 38.1 31.8 74.9 88.2 53.7 47.3 41.4 35.8 33.1 30.1 27.6 91.8 88,2 884 47.4 41.8 114.2 100.8 81.8 72.0 63.0 58.0 50.4 45.8 42.0 139.8 too .e 89.1 72.3 83.7 150.0 180.0 129.2 113.8 99.8 86. 79.8 72.4 88,4 150.0 150.0 440.8 114.2 100.8 1150.0 ISO .0 150.0 1504• 11!0.0 150..7 • 150.0 • 132.7 150.0 150.0 150.0 150.0 150.0 84' 27.9 36.6 55.7 88.0 150.0 19 -1/8" 28 -1/2" 30" 37" 42" 48' 54' 80' 88' 72° 24.8 32.5 49.8 78.2 180.0 22.3 29.3 44.8 70.4 140.8 20.3 26.8 40.8 64.0 128.0 24.4 37.1 58.7 117.3 81.2 80.3 122.4 150.0 150.0 442 58.0 88.3 139.5 180,0 39.0 51.2 78.0 123.2 150.0 31.8 41.5 83.2 99.9 150.0 27.9 36.8 55.7 08.0 150.0 98' 24,4 . 32.0 45.8 77.0 150.0 19 -1/8' 26 -1/2' 30' 37' 42" 48' 54" 80' 88' 72' 108' ALL LOADS ARE EXT.( +) /INT.( -), NOTE; ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SELL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 8. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 21,7 28.4 43.3 88.4 138.9 26.8 39.0 81.8 123. 23.3 35.5 58.0 112.0 21.3 32.5 51.3 102.7 54.4 71.4 108.8 160.0 150.0 39.2 51.5 78.5 124.0 150.0 34.7 454 89.3 109.5 150.0 28.1 38.9 58.2 65.8 150.0 244 32.5 48.5 78.2 150.0 21.7 28.4 43.3 88.4 138.9 25.3 384 80.8 121.7 22.5 34.7 64.8 409.6 20.7 31.5 49.8 99.6 28.8 45.8 91 DEMON LOAD CAPACITY - P89' • %lgµyr° D1jS8.R • • AS[�i es TYPE WIETH (M NULP SIN • IP 13• C D E • 19- 1/811•x' • • 483 '".3 97.9 150.0 150.0 28 -1/411 • • 35.3 • 411.4 70.6 111.6 150.0 30' 31.2 41.0 62.4 98.8 180.0 37' 25.3 33.2 50.0 79.9 150.0 • .42' • • • •4i<3 04.3 44.8 70.4 440.6 • •48' • • • • •194'• • 1o' • • • • • • • • - • 28.8 39.0 61.8 123.2 • . •24•8 34.7 54.8 109.6 • ewe • • • • - 264 31.2 49.3 98.0 • • • 86' • • s•• •• - 28.4 44.8 69.6 72" - - 28.0 41.1 82.1 19 -1/e° 44.5 58.4 89.0 140.5 150.0 28 -1/2" 32.1 42.2 64.2 101,4 150.0 30' 28.4 37.2 58.7 89.6 150.0 37" 23.0 30.2 48.0 72.8 145.3 42" 20.3 28.0 40.5 64.0 128.0 48° 132' - 23.3 35.5 58.0 112.0 54' - 20.7 31.8 49.8 99.6 80' , - - 28.4 44.8 89.8 86" - - 25.8 40.7 51.5 72° - - 23.8 37.3 74.7 19 -1/8' 40,8 53.5 81.8 128.8 150.0 28 -1/2" 29.4 38.6 58.9 934 150.0 30' 28.0 34.1 52.0 82.1 150.0 37' 21.1 27.7 42.2 88.8 133.2 42' - 24.4 37.1 58.7 117.3 48' 144' - 21.3 32.5 51.3 102.7 54' - - 28.9 48.6 91,3 60' - - 28.0 41.1 82.1 68' - - 23.8 37.3 74.7 72" - - 21.7 34.2 86.4 A`1PE CH ORS OR E ANCHORS W1 ANCHORS 4,9.04 OR E W2 TYPICAL MULLION ARRANGEMENTS WIDTH (w) WI 2 t 02 ANCHORS TYPE 8.8.04 OR E HORIZONTAL 111.111l0N ARCHES TO 80 W9018500 r 983IDE RECTANGULAR SHAPE 4,4' PRODUCT -1 UUWON ANCHOR #1 0142190 PRODUCT OL6ZINO GLAZING PRODUCT PRODUCT ANCHORS W1 ANCHORS 4,9.04 OR E W2 TYPICAL MULLION ARRANGEMENTS WIDTH (w) WI 2 t 02 ANCHORS TYPE 8.8.04 OR E HORIZONTAL 111.111l0N ARCHES TO 80 W9018500 r 983IDE RECTANGULAR SHAPE 4,4' PRODUCT -1 OtA21NO PRODUCT ANCHOR #1 0142190 PRODUCT =Cap E MULLION SPAN 'b5rtli. Ni �u 919909 0.PAi. 35388867 AUG 1 0 2004 APProv ay complying with cos iDate!Ytr_ elFxe7� i4 1 drawing no. M04 -04 (9neet� 4 or 9 ) • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• 1/4" TAPCONS 1/4" TAPCONS l -1/2" MIN. 1 -1/4" MIN. EMBED INTO MASONRY 1-I/4' MIN. EMBED INTO MASONRY 2 PER CLIP (1 ON EACH RING) 1 PER ANGLE • • • • • . 1/4' TAPOGN3 • . • 1/4" TAPCONS 1 -1 /2' MU.i • • • 1- /4� 181N, EMBEMINTO M> ONIW • 1 -1/4` MIN. EMBED INTO MASONRY 4 r CUI•(2 ON ilACF14W/NS) • 2 PER ANGLE . v ENSTNEERS, PLANNERS & PRODUCT DESIGN 1235 SW 87 AVE UL MI. FLORIDA 33174 TEL (305) 264 -8100 FAX. (305) 282 -6978 EDGE DISf. EDGE IN •2 1/4• • • •(Q 11 '`1I 1 • iiiik iil [lad* ! 1 ter OR 20Y WOOD BUCK 1 11 �`JI GnJ 1 t t I lir X a X 1/8" ANGL • • • • • • • 1 1 I • • • • • • • • • . h 1 BY t WOOD BLAU ; ; 1 I 'r-4j 1 1 1 • • • I✓t�. FLOATING CLIP 14 SMS 1 -3 /a OA. MIN. 2 PER ANGLE !I 4'� ',j t1 I I I 1 a ALUM FLOATING CUP14 SMS 1 -3/4 0.0. MIN. 2 PER ANGLE j i ' I t I 2 X 2 X 1/8" ALUM ANGLE TAPCONS PENETRATION EACH WINO) ,dilk 1-3/8" MIN. WOOD 1/4' TAPCONS PENETRATION 1 PER ANGLE .'� PENTETRAIION N 2 PER ANGLE 1" MIN. 1/4" 1 -3/8' MIN. WOW 2 PER CUP (1 ON EDGE 1 -3/B 1" M1N. 4 MIN. WOOD /PENETRATION 1 -3/8° MIN. WOOD PER CUP (2 ON EACH RING) ES.. WINDOWS 5220 N.W. 72 AVE BAY #4 MIAMI, FL 33166 TEL (305) 610 -9957 FAX (305) 595 -2074 j EDGE DIST. Jd� ii J MiliM 1Id,�ri p M'"<N poreo.-0&•••,rol+ tl / \ WOOD STRUCTURE '} f I �! zit ; J t I '' I \�.1 \ 2 BY WOOD BUCK it Ifilp FLOATING CUP #14 SMS 1 -3/4° O.C. MIN 2 PER ANGLE 2 x 2 x 1 8" ALUM t' jl Ij jet --'�i (L'i iJ 1 i 1 I 1 FLOATING CLIP #14 SMS i -3/4" 0.0. MIN. 2 PER ANGLE 1 I '; 1 11 I I 1 1 I 1 I 2 x 2 x 1 /B' ALUM ANGLE i ANCHORS TYPE 'C' . t JT, ! 1 � Env DR. HUMAYOUN FARM STRUCTURES SA. PEA 16367 C.Adi.,3S3B AUG 1 0 2004 A proved asewa ji,�,grBt{TM and - srrr�r, No M�' tr 0 •.' fi (sheet ALTERNATE ANCHOR LOCATION .._ _ d`rawlrtq 110. M04 -04 'A' ALL CLIPS AND ANGLES TO FR MO INTO TUBE MULLIONS, TAPCONS MAY BE HEX OR FLAT HEAD. ANCHORS TYPE 8 of 8 ) • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • . • • • • • ••• • • • • • • • • • • • • • • • • • • • •0• • • • • ••• 1 -1/2" 3/18° TAPCONS 1 -1/4" MIN. EMBED INTO MASONRY 4 PER CUP (2 ON EACH MO) 3/4' N. EDGE DIST. BY WOOD SUCH I J I 1 3/18' TAPCONS 1 -3/8' MIN. WOOD PENETRATION 2 PER CUP (1 ON EACH WINO SHIM 3/18' MAIL En WOOD BBUCCK FLOATING CUP FLOATING CUP urSOLLIM 3/18" TAPCONS 1 -1/4" MIN. EMBED INTO MASONRY 2 PER CLIP (1 ON EACH WINO) ANCHORS TYPE '8' • 3 iCdAPCONS • • • • • • 1 -1/4' MIN.EMBiO 0 , 1. • • • • • • • .PER AVOLE • • • • • • • • • .. 11:digig& • . .• %;il IIIII • 1441 • • . #l0 SMS• 1 -3/4" 0.0. MIN. 2 PER ANGLE 3/18' TAPCONS 1 -3/8' MIN. W000 PENETRATION 2 PER ANGLE •• •• • •• • • • • • • • • ••• •• 2 X 2 X 1/8° ALUM ANGLE 2 BY WOOD BUCX 2 X 2 x 1/8" ALUM ANGLE ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR PUT HEAD. 14 SUS 2 PER ANGLE 3/18' TAPCONS 1 -1/4' MW. EMBED INTO MASONRY 1 PER ANGLE I HUMAYGUel FARM STRUOTURES FL A. t8867 A.N. 3_ AUG 1 0 2004 a t+M611• •�ii3FASO Y Z 0 3 i w 2 Z Ji 1 1 drowing 80. M04 -04 ��SII • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• 2 -1/2' MIN. IPII 1/4" TAPCONS 1 -1/2° MIN. EMBED NM MASONRY 2 PER CLIP (1 ON EACH NANO) 2 -1/2° MIN. •' DIST. ALTERNATE ANCHOR LOCATION L. I FLOATING CLIP 1 -1/2' MN. EMBED IMO TAPCONS I PER ANGLE #14 SMS 2' O.C. MIN. 2 PER ANGLE 1/4° TAPCONS 1 -1/2' MIN. EMBED INTO MASONRY 2 PER CLIP (1 ON EACH WINO) ANCHORS TYPE 'D' 2 X 2 X 1/8" ALUM ANGLE • ••• 2 -1/2" MIN. • • • • EDGE DIST. • • • • }/4" TAP•DNS • • • • • PE• ER CUP•(2 ON BACK OVRIO) •RA • • • • • • • • • • • • •_ • fi • . •.• • AU. CUPS AND ANGLES To FIT SNUG 1)450 TUBE MUWONS. TAPCONS MAY BE HEX OR FIAT HEAD. A CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI- RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR OTTER -WHIR METHACRYIATE LACQUER. • •: • ••• • • • • • •• • • • • • • • 1 I • • 0- FLOATINO CUP ANCHORS TYPE 'E' 1/4" TAPCONS 1 -1/2' MIN. EMBED INTO MASONRY 2 PER AN01.E 14 SMS 4 PER ANGLE 2X2X1/8' ALUM ANGLE LOCATION OF SCREWS CONNECTING ANGLES TO TUBES n CL17 CLA,N. 3538 UG 1 0 2004 •7 edihfR• 0 U a LL 8 N 1 drawing no. M04 -04 (sheet 7 of 8 ) #10 FN. 2/ S.M.S. SLIDE 1/B° THICX ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • ••• • • • ••• • • • •• • • • • • �, • • TUB•W 10 • • • • • • • • • • • • • • • • • • • • • ••• • • • •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• TUBE MULLION ACCESS HOLE THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION er i X 2° X or {FOR 28Y TUBE) 3/4° X 2" X f/8° FOR OW TUBE) CUT TO FIT SNUG INSIDE TUBE ANCHDRS DETAIL. #1 METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE 12. TO VERIFY CAPACITY OF CONNECTION "Rrs F 90 FIA. PE 19E87 C.AN. APPS • AUG 1 0 2004 drawing no. M04 -04 MIAM4DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA E.S. Windows, Inc. 10653 NE Quaybridge Ct. Miami, FL 33138 ScoPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 1000 Alumimmt Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W03 -56, titled "Series 1000 Alum. Single Hung -TA endow• .147 ', sheets 1 through 5 of 5, dated 07/31/03 with revision on 08/03/05, prepared AL -Farooq Ob erasion, siggeasgd sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Rev jgg Stamp vfiit, the Notice of Acceptance number and expiration date by the Miami -Dade County Product Cantsdaivision. • • • 1VIISSII.E IMPACT RATING: Large and Small Missile Impact NIIAMI DADE COUNTY, FLORIDA M>TRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375-2908 www buildinacodeonline com ..•• • • a LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo�•.ciora state vi.„ following statement: "Miami -Dade County Product Control Approved ", unless otherwise j p4oj Herein' .... • RENEWAL of this NOA shall be considered after a renewal application has been filled arsi'eze has beenno change in the applicable building code negatively affecting the performance of this pr duct. • • • • • • • • TERMINATION of this NOA will occur after the expiration date or if there has been a i:e;:aiog or chi 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 dare 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 # 03- 0910.03 consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submi ' documentation was reviewed by Herman% F. Gonzalez, P.E., Director, BCCO NOA No 05-0720.01 Expiration Date: November 06, 2008 Approval Date: September 29, 2005 Page 1 • E.S. Windows, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 -56, titled "Series -1000 Alum Single Hung Window (L.M.L) ", sheets lthrough 4 of 4, prepared by Al Farooq Corporation, dated 07/31/03, with revision date 08/03/05, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 6) Force Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Certified Testing Laboratories, Test Report No. FTL- 03084, dated 06/09/03, signed and sealed by Joseph Chan, P.E. "Submitted Under NOA# 03- 0910.03" 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 , • • • • 5) Cyclic Wind Pressure Loading, per FBC, TAS,201.84 • 6) Force Entry Test, per FBC 24113.2.1 and T452,0204 • . • • along with marked -up drawings and installation diagram of an alum single► hung window, prepared by Certified Testing Laboratories, Test plepo4 • • No. FTL- 03083, dated 06/09/03, signed and sealed by Joseph CIIP.E. • "Submitted Under NOA# 03- 0910.03" • • ••••• • •• •• •••• 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading peiiFBt:TAS 20.94 3) Water Resistance Test, per FBC, TAS 202 -94: ••• • • • • 4) Force Entry Test, per FBC 2411 3.2.1 and TAS 20294 • • • • along with marked -up drawings and installation diagram of an aluminum single • • hung window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -05 -1448, dated 04/22/05, signed and sealed by Ivonne Ghia, P.E. 4. Test reports on 1) Large Missile Impact Test, per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -O5 -1953, dated 04/25/05, signed and sealed by Ivonne Ghia, P.E. • Herminio F. Gonzalez, P.E. Director, Building Code Compliance Office NOA No 05- 0720.01 Expiration Date: November 06, 2008 Approval Date: September 29, 2005 E -1 • • • • • • • • • • • • • • E.S. Windows. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Revised Anchor Calculations, and structural analysis, prepared by AL- Farooq Corporation, dated 08/23/05, signed and sealed by Humayoun Farooq, P.E. 2. Revised Anchor Calculations, and structural analysis, prepared by AL- Farooq Corporation, dated 07 /08/05, signed and sealed by Humayoun Farooq, P.E. 3. Anchor Calculations, ASTM- E1300 -98 and structural analysis, prepared by Al Farooq Corporation, dated 09/06/03, with revision date 9/25/03, signed and sealed by Humayoun Farooq, P.E. "Submialed Under NOA# 03- 0910.03" D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 1204.01 issued to E.I. Dupont DeNemours for "Sentry Glass (R.) Plus ", dated 01/17/02, expiring on 01/14/07. 2. Notice of Acceptance No. 00- 1212.04 issued to E.I. Dupont DeNemours for "Dupont Butacite ® PVB ", dated 02/15/01, expiring on 12/11/05. E. QUALITY ASSURRANCE 1. Miami -Dade County Building Code Compliance Office F. STATEMENTS 1. Statement letter of conformance, dated 07/08/05, signed and sealed by Humayous• Farooq, P.E. : ••• •••• • 2. Statement letter of no financial interest, dated 07 /08/05, signed matt sealed by:, : •: •. • Humayoun Farooq, P.E. • • 3. Laboratory compliance letters for Test Report no. FTL 03083 andF31 03084. • • issued by Fenestration Testing Laboratory, Inc., dated 0/14/03 ,*igned. and seafe'd. ••••• • by Joseph Chan, P.E. • ...... .... "Submitted Under NOA# 03-0910.03" •••••• •••••• • G. OTHER • • 1. Notice of Acceptance No. 03- 0910.03, issued to E.S. Windows, for "Series• : • • 1000 Aluminum Single Hung Window- L.M.I., approved on 11/06/03 and • • expiring 11/06/08. E -2 oN/1 j4/1—ii4(44k. Herminio F. Gonzalez, P.E. Director, Building Code Compliance Office NOA No OS-07720.01 Expiration Date: November 06, 2008 Approval Date: September 29, 2(0}5 8' MAX. TYP. AT HEAD /SILL CORNERS FAIL MUNTINS (SURFACE APPLIED) MAY SE USED • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • ! J.. 13 1/2` Ws • • • • • 8" MAX..TYP. • • AT HEAD /91U. • • • • • AT•HFAD / SNL SINNERS • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • ,,• ••• • • • 13 1/2° MAX. AT HE0 /SB.L • • • •• •ia • • • • •• `g•� . • • . •� • • •• • I • • • •L • ••1 •• ii / i; It ii VENT WIDTH 53 1/8` WINDOW WIDTH TYPICAL ELEVATION (STD, SILL) i TESTED UNIT SERIES -1000 ALUM SINGLE HUNG WINDOW (L.M.I.) DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR S.H. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING APPROVED MULLIONS. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTEO. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATETIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A 339: INCREASE IN ALLOWABLE STRESS 1S USED IN DESIGN OF WOOD ANCHORS ONLY. ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. L' 47 I/8• D.L. OPG. 50 VENT WIDTH 53 1/8° WINDOW WIDTH TYPICAL ELEVATION (HI —RISE SILL) Paosucr OMB wairturrirewsirt sIRUNE. #Taw AUG 2 8 200E .0t AI ft 8 a$ s drawing no. W03 -56 (sheet 1 of 5 EQUAL UTE WINDOWS DESIGN LOAD CAPACITY - PSF (111 -RISE SDd.) WINDOW D08. GIABS TYPE 'A' GLASS TYPE C' & C' ANCHE TEE 'A' ANCHOR TYPE It wadi TYPE 'A' ANCHOR TYPE It WIDTH HE000 EXT.( +) INL( -) EXT( +) 1NT.( -) EM.( +) INT.( -) EXT.( +) 1M.( -) 19 -1 /8' 28 -1/2• 37 48' 53 -I/8' (2) 70.0 80.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 73.3 70.0 80.0 73.3 73.3 80.0 90.0 88.5 58.8 70.0 80.0 88.5 58.5 80.0 90.0 53.5 , 53.5 70.0 80.0 53.5 53.5 80.0 10.0 19 -1/8' 26 -1/2^. 3r 48' 53 -1/8' 38_3!8° (3) 70.0 80.0 - 70.0 80.0 80.0 90.0 ImA 90.0 70.0 80.0 70.0 80.0 80.0 89.8 80.0 90.0 80.8 89.8 70.0 80.0 89.6 89.8 80.0 90.0 58.3 56.3 70.0 80.0 88.3 98.3 80.0 90.0 81.7 51.7 70.0 80.0 51.7 51.7 80.0 90.0 19 -1/8` 28 -1/2' 37' 48' 53 -1/8` 50-5/8- (4) 70.0 80.0 70.0 80.0 804 90.0 80.0 90.0 70.0 80.0 70.0 80.0 80.0 83.7 80.0 80.0 88.0 88.0 70.0 80.0 88.0 85.0 80.0 90.0 84.0 544 70.0 804 84.0 54.0 80.0 90.0 49.8 49.8 70.0 78.2 49.8 49.8 80.0 90.0 19 -1/8' 28 -I/2' 37° 48' 53 -1/8' �• (6) 70.0 80.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 70.0 80.0 80.0 87.4 50.0 90.0 89.4 89.4 70.0 80.0 89.4 89.4 80.0 90.0 57.2 57.2 89.2 89.2 57.2 57.2 80.0 90.0 52.9 52.9 82.0 82.0 52.9 52.9 80.0 90.0 19 -1/8' 28 -1/2" 37° 48' 53 -1/8' �� (5) 70.0 80.0 ~ 70.0 80.0 80.0 90.0 80.0 90.0 70.0 78.8 70.0 80.0 78.8 78.8 80.0 90.0 82.4 82.4 70.0 80.0 82.4 82.4 80.0 90.0 51.8 51.6 82.8 82.8 81.8 51.8 80.0 90.0 47.8 47.8 89.4 58.4 47.8 47.8 80.0 90.0 19 -1/8' 28 -1/2' 37' 74{ 1 4" 70.0 80.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 774 70.0 80.0 77.0 77.0 80.0 90.0 60.3 80.3 70.0 _, 70.4 80.3 , 80.3 80.0 90.0 • N0. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. LI8CT EXTERIOR( +) LOADS TO 70.0 PSF FOR STD. SILL. UNEQUAL LIES (ORIEL TYPES WINDOWS DESIGN LOAD CAPACITY - PSF (11I-RISE SUL) WINDOW DIMS. GLEE TYPE 'A' GLASS TYP& 'B' & 'C' ANC OR TYPE A' ECHOR TYPE '8' ANCHOR TYPE 'A' ANCHOR TYPE 'B' WIDTH HEIGHT EXT.( +) 1NL( -) £M.( +) INT.( -) o0'.(+) 1NL( -) RIO.( +) INL { -) 18 -1/8' 28 -1/2' 3r 48' 53 -1/8' 5ro, (4) 70.0 80.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 70.0 80.0 80.0 83.7 80.0 90.0 88.0 88.0 70.0 80.0 88.0 80.0 80.0 90.0 54.0 54.0 83.0 83.0 84.0 94.0 80.0 90.0 49.8 49.8 88.5 58.5 494 499 80.0 90.0 19-1/8' 28 -1/2' 3r (5) 70.0 80.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 804 70.0 80.0 80.0 87.4 80.0 90.0 86.9 88.9 88.9 88.9 89.4 69.4 80.0 90.0 19 -1/8' 28 -1/2' 37' ' (5) 70.0 80.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 78.8 70.0 80.0 78.8 78.8 80.0 90.0 59.0 59.0 59.0 89.0 82.4 82.4 80.0 00.0 19 -1/8' 28 -1/2' 74 -1/4° (8) 70.0 80.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 77.0 70.0 _ 80.0 _ 774 _ 77.0 80.0 90.0 • NO. IN PARENTHESIS INDICATE N0. OF ANCHORS PER JAMB. LIMIT EXTERIOR( +) LOADS TO 70.0 PSF FOR STD. NIL. x w ii • • ••• • • • • •• •• •• • • • • • •• •• • • • • • • • • • • • • • • ••• • •• • • • • • • • • • • • ••• • • • • ••• 1/8' ANN. GLASS • • • • .090' INTERLAYER �.�; • • • •,dtiONT �p" L • • • • S/8 A • • • • i • G • • • • • • •jy{E• �•• • • 00W CORNING 798 • •• •• etc • •ya • •• •• • • •• • w •• • • •• •• GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300 -98 (60 SEC. WIND) WINDOWS WITH INTERIOR( -) DESIGN PRESSURE MORE THAN 80 PSF WILL REQUIRE ANCHORS TYPE B. Inn 08. YO05 ES 7860 RAO it _8897 AUG 2 3 200' 3 drawing no W03 -56 (•ho•t 2 o 5 • • 410• • • • 00• 4141 4141 • • • 4141 •• • • 0 • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • L • •• • ••• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • 41,,,41 A C ANCHORS SEE ELEV. FOR SPACING TYPE 'A'— ,X18" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE • • • • • • • •1•'3/8" *MIN. PENETRATION INTO WOOD SEE ELEV. FOR ANCHORS II t8Y OR 28Y WOOD BUM METAL STRUCTURES (STEEL OR ALUM. 1/8° MIN. THICK) STEEL : Fy . 38 KSI MIN. ALUMINUM : 6083 —T5 MIN. WOOD BUCKS NOT BY E.S. WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM .T• • THBt ST WING STRUCTURE. • • • AIRU 18( BUCKS INTO CONC. OR MASONRY • •1 -1/4" 14N. EMBED INTO CONC. OR MASONRY • • • • • • • •etf INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY j12 SMS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES (1/8" MIN. THICKNESS) (1/4" MAX. SHIM SPACE) g 1 TYPE 'B'- 1/4" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 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 614 SMS OR SELF DRIWNG SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES (1/8" MIN. THICKNESS) (1/4" MAX. SHIM SPACE) ,&10 SMS OR SELF DRIWNG SCREWS INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WfTH SCHNEE MOREHEAD SEAM SEALER SM5504. YYEEPHOLESI Wt = 1 -1/2" X 3/16" WEEPHOLES AT 4" FROM EACH END W2 = 1 -5/16" NOTCH AT EACH END Eagrr OR. HISSA SOYGCTURES FLA PE (A CAN. 3838 • G " TYPICAL ANCHORS SEE ELEV. FOR SPACINS SEE ELEV. FOR SPACING J 19Y OR 28Y woo SUCK • • • • • • ... • • • ... • • • • • • • • • • • • • • • • • • • • • • • • • ... • • • • • • • . • • • • • • ••• • • • • ••• ITEM # PART # REQD. DESCRIPTION MATERIAL MANE. /SUPPLIER /RE611RE8 1 61001 -1 1 1 HEAD 8083-18-4 • • 2: • • EMIT: 41. • MI 8083 -T8 _ • LU • 881101 • 4 • • IMMIS SE& (HI -RISE) 8083 -T5 - • 3. . E31003: 3 i FRAME JAB i 8083-T8 - i 4 • 610089.0 • 1 • FlXED IIfn. RAIL 8083 -T8 - B ES1004 -1 1 VENT TOP FAL 8083 -18 - 8 61008 -1 1 VENT BOTTOM RAG. 908348 - .7. • ESi00�7 -s 8. VFMTs80E HAIL. 8083-78 - • •E all -'i 1 VS P: _ 44PNG ft 6083-18 - 9. • ES•00281 •2/ EMI •1/LI4ct: VENT IATCIi OW FROM ENDS 3414 Vie 8083 -18 9r. STEEL - - • id : Ejt`toa. 11 ES1O10 AS REQD. GLAZING WEDGE SOFT PVC - 12 #8 X 1° 20 FRAME & VENT ASSEMBLY SCREWS CRS PH SMS 13 E51011 2/VENT SASH OW 011CON - 14 43820 -187 AS READ. PILE W'STRIPPING WITH PLASTIC FIN - AMESBURY OR EQUIV. 18 43828 -187 AS REDO. PILE WS1RIPPING WITH PLASTIC FIN - AMESBURY OR EQUIV. 18 - 2/VFM BLOCK & TACKLE BALANCE SERIES 120 BY BSI 17 - - - - - 18 61013 -1 2 SASH STOP - - 19 - - - - - 20 - t 8/18° BOX SCREEN - OPTIONAL INKIBUcnaftriga Tat o, PAFT Eo9n l4 lDFDRL.. pULLA��YOUB8NPam STRuCTURes OA N g�gg7 AUG 23 200 °' CI I V h_ cos gA t�y th m 4 drawing no. W03 -56 (shoot 4o6 5 • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • - - ... • . • • ••• • ®� .719 f-- 2 a30 .082 � j .509 Jam- ' _._ 2.158 b13 • ••• • s • ••• • t ® v� i - C7) ---� 1 .930 j .813 • • • • • • • • • • • • • • • • • • • • • • • • • • i ROOQ CORPORATION 5, PLANNERS & PRODUCT DESIGN 87 AVE DRIDA 33174 264 -8100 FAX (305) 262 -6978. 1.242 .082 1•'� d 2392 FRAME HEAD O FRAME JAMB •• • • • pE • • • • i �1 '' ✓ • • • • ••• •l,\ .062 1.280 s 2.173 - 1.122- 1.421 d i N si 1.212 1.230 .078 1� i !I Q MEETING RAIL .760 1 g 2i5 ES. WINDOWS 5220 N.W. 72 AVE. BAY #4 MIAMI, FL 33166 a 4 os 1.130 Q VENT LATCH 1.344 Crd 2.0631 .8qA:11.7.... .637 ® GLAZING BEAD ® VENT TOP RAIL .913 I ��� ! I.930 ,. „f ;I 949 - .716 r- .813 2.188 -.082 957 - .082 .930 '- ! / /� 1- X 1.250 489 T 1 - 1.434 913 - 1jf "I ''10, � �% \` ' VENT ODE RAIL / , f 1A49 - VENT BOTTOM RAIL , 1 �' 2.487 j �, VENT CORNER DETAIL FRAME CORNERS �OMIC7'! it 11 ^e 2.451 .082 2.802 .082 DETAIL c�p 1.335 ■ 3.127 S ---. ,e - --.- 3g 3 -� �' .7f0 rf F pigs= FARM Ia.' wa �� AUG 3 2II0�. '�jf 4-_ .328 1.878 974 t11�: r11:1�; oi P. .843 .250 WEDGE - 1.879 - f l Q GLAZING t drawing if0. W03-56 2.331 (STD.) 0 FRAME SILL STD. 2.331 z) FRAME SILL (HI-R SE) ( ) (sheet $ of 5 ) MIAMMADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E.S. Windows, Inc. 5220 N.W. 72'°4 Ave. Bay #4 Miami, FL 33166 SCOPE: MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (In Miami Dade County) and/or the ABJ (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 them jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series 2000 Aluminum Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No. W03 -75, titled "Series -2000 Alum Horiz. Sliding WDW. (1.4W.)", sheets 1 through 5 of 5, prepared by Al Farooq Corporation, dated 08/27/03, with revisions date.09/29 /O`3• and sealed by Humayoun Farooq, P.E., bearing the Miami Dade County Product Control .Dotal stamp wit the • Notice of Acceptance number and approval date by the Miami -Dade County Product Control IYIvision.' . • • MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or loge: °H' state i • • following statement: "Miami -Dade County Product Control Approved ", unless otherwise pple i erein. • • • • RENEWAL of this NOA shall be considered after a renewal application has been filed nether; has besennto• change in the applicable building code negatively affecting the performance of this produce • ; • ; • • TERMINATION of this NOA will occur after the expiration date or if there has been a rrvisign or chtuggg jzt the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an eriUppSenlent of• q„y . • product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to confplk 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 consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. • NOA No 03- 0910.02 Expiration Date: November 06, 2008 Approval Date: November 06, 2003 Page 1 • .• • E.S. Windows, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 -75, titled "Series -2000 Alum Horiz. Sliding WDW. (L.M.L) ", sheets 1 through 5 of 5, prepared by Al Farooq Corporation, dated 08/27/03, with revision date 09/29/03, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Tnfiltration 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 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Certified Testing Laboratories, Test Report No. ¥i'L- 03078, dated 06/16/03, signed and sealed by Joseph Chan, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) 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 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum •••• horizontal sliding window, prepared by Certified Testing LaboratprieeTest ROM • No. Fit-03077, dated 05/15/03, signed and sealed by Joseph CM:, P.E. • • : • : • C. CALCULATIONS D. • 1. Anchor Calculations, ASTM- E1300 -98 and structural analysis, .prepared by :M • • Farooq Corporation, dated 09/06/03, with revision date 9/25/03' Sim. and,Idti by Humayoun Farooq, P.E. • MATERIAL CER'.t IF ICATIONS • • Notice of Acceptance No, 01- 1204.01 issued to E.I. Dupont Del'o;:rs fop • • • • 1. •• •• •••• • • • • • •••• • • "Sentry Glass (R.) Pius ", dated 01/17/02, expiring on 01/14/07. 2. Notice of Acceptance No. 00- 1212.04 issued to E.L Dupont DeNemours for 'Dupont Butacite ® PVB ", dated 02/15/01, expiring on 12/11/05. E. QUALITY ASSURRANCE 1. Miami -Dade County Building Code Co Office --tic E -1 •• Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03-0910.02 Expiration Date: November 06, 2008 Approval Date: November 06, 2003 E.S. Windows, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, dated 09/08/03, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated 09/08/03, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. Y1'L 03078 issued by Fenestration Testing Laboratory, Inc., dated 9/8/03, signed and sealed by Joseph Chan, P.E. G. OTHER 1. Letter from the consultant stating that the product is compliance with the Florida Building Code (F13C). • • • • • • • .... • • • • .. • .... • • • • .. • • • • • .... • • . .... • •... • . • .... • .... • • • • . • • • .... • . • .... • • • • .. • ... • • E -2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03 -0910.02 Expiration Date: November 06, 2008 Approval Date: November 06, 2003 1/8" ANN. GLASS .090° INTERLAYER 'DUPONT SENTRYGLAS PLUS' 1/8° ANN. GLASS 1/8" HEAT SIREN °D. GLASS .090° INTERLAYER 'DUPONT SENTRYOLAS PLUS' 1/8° HEAT SIREN'D. GLASS 8" MAX. TIP. HEAD /S91 CORNERS SILICONE DOW CORNING 795 SILICONE DOW CORNING 795 g GLASS TYPE 'A' 1/8° ANN. GLASS .090" INTERLAYER 'DUPONT BUTACITE PVB' 1/8° ANN. GLASS SILICONE DOW CORNING 795 GLASS TYPE 'B' 3/18° ANN. GLASS .090° INTERLAYER 'DUPONT SENTRYGLAS PLUS' GLASS TYPE 'Al' 108° • t• amine WINDOW WIDTH FALSE AAO MUNIN�IEpS) (SURF PUSED 12" k —_if•_- II 11 ___I 1I_II II�V II =.4==.4= I II II 1c = == u !/' n I II II It - - = = =yt� 1t - I II I i 1 1 !,, 1, 1 ! 11 i II II LL n d h 0 II 11 ii = = =y� Jt = == a !/ U I1 1I I 11 II _ 11 11 11 I ti =='t1 == = = Lt minommumm 1/8° HEAT STREN'0. GLASS A9O" INTERLAYER 'DUPONT BUTACITE PVB' 1/8" HEAT STREN'D. GLASS $IUCONE DOW CORNING 795 GLASS TYPE BI' TYPICAL ELEVATION TESTED UNIT SERIES -2000 ALUM RORI2. SLIDING WINDOW (L.M.I.) DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 3/18° ANN. GLAS8 • • • ••• • • • • • APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS DOW CORNING 795 SILICONE • • • H.R./H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES • • • OF•TWO OR MORE WINDOWS USING APPROVED MULLIONS, • • • • • • • • • • • I I! PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE ALSO FOR WIND LOADS AS PER ASCE 7 -88. ASCE 7 -93, ASCE 7 -95 OR ASCE 7 -98 AS REQUIRED BY PREVAIUNG BUILDING CODE. • • • • • • *WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER • • • • • • • • • • LoADS Te THE STRUCTURE, • • • • • • • • • •ANCNDRS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. • • • • • • • ANCHOR 'EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL • • • • • • • *DRESSING OR STUCCO. ANCHORING OR LOADING CONDTt1ONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL GLASS TYPE 'C'. • • • • • • Hale Engn OR STRICTURE? FAROOq PIA PE 1 18557 c OCT - '2 2003 •• • • • • • • • ••• • • • • • ••• • • • • • • • • • • •• • • • •• •• • • ••• • • DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A CLASS TYPE 'A' CLASS TYPE '8' 0LA88 TYPE 'AI' CLASS TYPE '91' CLASS TYPE 'C' WIDTH HMG EXT.( +) INT.( -) EXT.( +) INT.( -) Et0'.( +L INT.( -) 74° 106 -1/4' 26" (3) 7 70.0 80.0 70.0 90.0 70.0 90,0 9 70.0 80.0 70.0 90.0 70.0 90.0 74° 106 -1/4° 38 -3/8' (3) 7 70.0 80.0 70.0 90.0 70.0 90.0 9 70.0 73.3 70.0 90.0 70.0 90.0 74' 106 -1/4° 50 -5/8' (4) 7 70.0 80.0 70.0 90.0 70.0 90.0 9 83.8 53.8 70.0 82.4 70.0 82.4 74° ) 7 45.4 51.9 70.0 79.2 70.0 79.2 72" 84' 98' 108' 24° (2) 8 70.0 80.0 70.0 90.0 70.0 90.0 7 70.0 80.0 70.0 90. 70.0 90.0 8 70.0 80.0 70.0 90.0 70.0 90.0 9 70.0 80.0 70.0 90.0 70.0 90.0 72° 84° 98° 108' 36° (3) 8 70.0 80.0 70.0 90.0 70.0 90.0 7 70.0 80.0 70.0 90.0 70.0 • 90.0 8 70.0 80.0 70.0 90.0 70.0 90.0 9 70.0 78.2 70.0 90.0 70.0 90.0 72° 84' 98' 108' 48' (4) 8 70.0 80.0 70.0 89.3 70.0 89.3 7 70.0 74.3 70.0 87.7 70.0 • 87.7 8 82.9 82.9 • 70.0 88.1 70.0 88.1 8 58.9 55,9 70.0 84.5 70.0 84.6 72° 84" 98" 108' 80° (5) 6 54.2 81.9 70.0 73.1 70,0 73.1 7 47.8 54.4 70.0 72.0 70.0 72.0 8 - - 70.0 70.9 70.0 70.9 9 - - 70.0 89.9 70.0 , 89.9 A = NO. OF ANCHORS PER HEAD & SILL ( ) = N0. OF ANCHORS PER JAMB OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A GLASS TYPE 'A' CLASS TYPE '9' GLASS TYPE 'A1' CLASS TYPE '91' CLASS TYPE 'C' WIDTH HEIGHT EXr.( +) INT.( -) Ex7.( +) INT.( -) Exr.( +) air.(-) 74" 108 -1/4" 28° (3) 7 70.0 80.0 70.0 80.0 70.0 90.0 9 70.0 80.0 70.0 80.0 70.0 90.0 74° 108 -1/4° 38 -3/8" (3) 7 70.0 73.7 70.0 90.0 70.0 90.0 9 - - 70.0 90.0 70.0 90.0 74' 50-5/8' 8• 7 - - 70A 90.0 70A 90.0 72° 84° 98' 108' 24' (2) 8 70.0 80.0 70.0 90.0 j0$ ..10... • 70.0 8�0^.0• • 4 .P.0.4 i 0• 80.0* 7 70.0 80.0 70.0 90.0 8 70.0 80.0 70.0 9" • 7.0.0 9 70.0 80.0 70.0 90.0 7069 72° 84° 98° 108' 39" (3) 8 70.0 80.0 70.0 90.0 • 9D.0 • • 1)0.0 • 7 88.4 88.4 70.0 90.0 70.0 90.0 8 89.2 59.2 70.0 80.0 70.0 90.0 9 - - - 70.0 90.0 •70.0 • 90.0 • 72° 84' 48' (4) 8 58.3 58.3 70.0 84.1 3 84.10 43.3• 7 - - 70.0 83.3 • •70 • • • 7069 • 72° 80°03) • - - 70.0 88.1 • 70s_ • 88.1 • A = N0. OF ANCHORS PER HEAD & SILL ( ) = N0. OF ANCHORS PER JAMB (1/49) 4 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH • • • • •• • • • •• • • • • • • •• • DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) WINDOW DIMS. A CLASS TYPE 'A' CLASS TYPE '8' GLASS TYPE '81' CLASS TYPE '91' CLASS TYPE 'C' WIDTH HECHT EM.( +) NT.(-) EXT.( +) NT.( -) 6R.( +) INI.( -) 26 -1/2' 37' 53 -1/8' 74" 28' (3) 3 70.0 80.0 70.0 90.0 70.0 90.0 3 70.0 80.0 70.0 90.0 70.0 90.0 5 70.0 80.0 70.0 80.0 70.0 90.0 7 70.0 80.0 70.0 90.0 70.0 90.0 26 -1/2° 37" 53 -1/8° 74" 38 -3/8° (3) 3 70.0 80.0 70.0 90.0 70.0 90.0 3 70.0 80.0 70.0 90.0 70.0 90.0 5 70.0 80.0 70.0 90.0 70.0 90.0 7 89.3 89.3 70.0 90.0 70.0 90.0 28 -1/2° 37' 53 -1/8' 74' 50 -5/8" (4) 3 70.0 80.0 70.0 , 900 70.0 90.0 3 70.0 80.0 70.0 90.0 70.0 90.0 5 700 74.8 70.0 90.0 70.0 90.0 7 - - 70.0 90.0 70.0 90.0 28 -1/2° 37" 53 -1/8° 83° (8} 3 70.0 80.0 70.0 90.0 70.0 90.0 3 38.9 87.3 • 70.0 86.9 70.0 88.8 5 42.6 48.7 70.0 88.5 70.0 88.5 24° 38° 48° 80' 72" 24 (2) 2 70.0 80.0 70.0 900 70.0 90.0 3 70.0 80.0 70.0 90.0 70.0 90.0 70.0 80.0 • 70.0 90.0 70.0 90.0 8 70.0 80.0 70.0 90.0 70.0 90.0. 6 70.0 80.0 70.0 90.0 70.0 90.0 24' 38° 48' 80' 72° t3) 2 70.0 80.0 70.0 90.0 70.0 90.0 3 70.0 80.0 70.0 90.0 70.0 90.0 4 70.0 80.0 70.0 80.0 70.0 90.0 5 70.0 80.0 70.0 90.0 70.0 90.0 5 70.0 78.1 70.0 90.0 70.0 60.0 24° 35° 48" 80' 72° ) 2 70.0 80.0 70.0 90.0 70.0 90.0 3 70.0 80.0 70.0 90.0 70.0 90.0 4 70.0 80.0 70.0 90.0 70.0 90.0 5 97.6 87.6 70.0 90.0 70.0 90.0 6 58.8 55.8 70.0 90.0 70.0 90.0 24° 38° 48° 80° 72° 80 2 70.0 80.0 70.0 90.0 70.0 90.0 3 70.0 80.0 70.0 90.0 70.0 90.0 4 54.2 81.9 70.0 89.3 70.0 89.3 5 4S.' 51.5 70.0 85.8 70.0 85.8 6 - - 70.0 80.0 70.0 80.0 - xllr3:fl�diY A - NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB 1 v cr 8 4 ALL txtERIOR(+1 LOADS SHOWN ON THIS SHEET ARE •:OR WINIP8WS iN APPLIED RISER AT FRAME SILL =OR Td! 1S4LL:(N$ RISER) LMff EXTERIOR( +) LOADS TO 53.3 PSF C8E SCT. [$ GN CHEET 3 • ••• • .Frog. OR. 1 3 (AYW N 0M000 STRUCTURES FLA. PE # 18557 ••• 9 • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 8 drawing no. W03 -75 aheet of 5 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY BUCKS METAL STRUCTURES (STEEL OR ALUM. 1/8° MIN. THICK) STEEL : Fj' m 38 K81 MIN. ALUMINUM : 8083-T5 MIN. • • ••• • • •'••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• TYPICAL ANCHORS • • • • • SEE ELEV. FOR SPACING • • • • • • ••• • • • • •• • • •• • • • • • • •• • • • • • • • • • ••• • • •• • • • WOOD BUCKS NOT BY E.S. WINDOWS, MUST SUSTAIN LOODS IMPOSF•0 BY•%LAZING SYSTEM AND TRANSFER 'Ile TO THIS SLILDINGe STRUCTURE. •• • • • • i ' MAL, ?'CHOR.S: SEE ELEV. FOR SPACING 1/4" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 'N•'8 �8" S IN* P EN!TRATION INTO W000 TfIRLt 194"BUCKS•INTO CONC. OR MASONRY 16-4441,41N, EMBEd INTO CONC. OR MASONRY DDREETLIP 14 O &?IC, OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 3/18" TEKS OR SELF DRILLING SCREWS INTO METAL STRUCTURES (1/8" MIN. THICKNESS) (1/4" MAX. SHIM SPACE) #10 SMS OR SELF DRILLING SCREWS INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) SEALANTS: FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE /ALUMINUM COLORED SILICONE. WEEPHOLES; WI 1- 13/16" X 1/4" WEEPHOLES AT 3" FROM EACH END WITH PLASTIC BAFFLE W2 = 1/4" WEEPHOLE AT TOP & BOTTOM RAIL 1" FROM EACH END °t1'rr�r� 1. <Y nx rPWr� STD. SILL W1 TYPICAL ANCHORS SEE ELEV. FOR SPACING 18Y OR 2BY TYPICAL ANCHORS WOOD BUCK SEE ELEV. FOR SPACING (sheet 3 of 5� 1/4' MAX SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACNO • • • • VENT WIDTH 1/4' SHIM 33 g4•21 NN • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • 0 • • • ••• • • • • • • • • • • • • • ••• • • • • ••• ITEM PAR0 # QUANTITY DESCRIPTION MATERIAL MANP. /SOPPLIBR /EKKARSS 1 082000 -3 -2 1 FRAME HEAD 8083 -18 - '1.0 •Ea4lOO1 -1 • 1• • ,� FRAME J111. ° ° 808348 - •7 •6'62000.3-1 • 1• • FSMME•IAM®VENT• 8083 -18 - 442000 -1 : 4 8083 -T5 • 5 • 00000-5 -10 • • • i✓ VETS FIXED . . • 6063-76 - 6 082000 -4-1 1/ VENT MT MEETING RAE 6083 -70 - 7 082000 -7 -1 2/ VENT TOP AND BOTTOM RAIL 8083 -18 - 8 082000 -9 -1 1/ 8083 -T6 - •S• • EB:B -1• �VdENT •!i R�fe • ,J„AM4B ,STILE .'" BED• • 8083 -75 - 100 E83304-1 • • 1• • S*MRACK NQERT 6083 -16 - 11 • *S20)1 • AS R�1fO,. RISER • 6083 -TB - V. • s14 . • i/ vii"' : �sie►. vU:'. 0H.. • 8083 -78 AT 8` FROM ENDS 13 051012 1/ IATCH VENT LATCH SPRING ST. STEEL - 14 - AS RM. FOAM FILLED FABRIC W STRIPPING - SCHLEOEL 15 #5 X 1" AS R0130. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 18 #8 X 3° 2/ VENT FIX. RNL SILL SCREWS (SILL END) CRS P.H. 5845 17 43820 -187 AS REDO. VENT & FUT. RAIL WSTRPPINO - AMESBURY OR EQUIV. 18 43828 -187 AS ROOD. FRAME JAM8 W'STRIPPIN0 - AMESBURY OR EQUIV. 19 WPHL -100 2 BAFFLE - M & M PLASTICS 20 #8 X 3 /R" 2/ RN ALE BAFFLE SCREW - P.H. SMS 21 ES1010 AS ROAD. QLAZ44O GASKET SOFT PVC - 22 092007 4/ VENT ROLLER HOUSING & GUIDE PLASTIC - 23 082008 2/ VENT ROLLER BRASS/ST. ST. - 24 062005 2/ VENT ROLLER PIN ST. STEEL 25 - 1/ WEEP OPEN CELL FOAM PAO - 1° X 3/4" X 1" LONG 28 - 1/ VENT 6/16° BOX SCREEN - OPTIONAL TYPICAL ANCHORS SEE ELEV. FOR SPACING IBY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING X0 LAYOUT OX OPPOSITE VENT WIDTH 1/4° SHIM WINDOW WIDTH 1 WINDOW WIDTH 2 BY W000 BUCK VENT WIDTH veinal. ANCHORS SEE ELEV. FOR SPACING .. ODD BUCKS Esgn OR. TNAINKILIN FAR000 STRUCTURES P ® 16867 XOX LAYOUT • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• ••• • • • ••• • • •• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • GLAZING BEAD VENT TOP /BOTTOM RAIL • • • • • • -.930 1.400 FRAME HEAD .992 -y - 1.118 .983 .543 250 BULB VINYL 1.421 1.250 - .813 JAMB 511LE 2.063 FRAME TOP CORNER 2.375 j .900 VENT LATCH VENT TOP /BOTTOM CORNERS 2.330 1.250 MEETING RAIL 062 .250 SILL TRACK .062 1.250 FIXED MTG RAIL FRAME BOTTOM CORNER 2.555 2.392 1.678 qn 00. HUMAYOUN FAR000 STRUCTURE9 FLA, PE # 18357 .969 .719 .969 FRAME JAMB VENT FRAME JAMB FIXED FIXED MTG. RAIL CORNER drawing no. W03 -75 (sheet 5 of 5 )