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RC-11-1634Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 173958 Permit Number: RC -9 -11 -1634 Scheduled Inspection Date: July 18, 2012 Inspector: Bruhn, Norman Owner: GOLDBERG, JONATHAN Job Address: 9901 NE 13 Avenue Miami Shores, FL Project <NONE> Contractor: DOMINION BUILDERS LLC Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Alteration Phone Number Parcel Number 1132050090480 Phone: (305)661 -2700 Building Department Comments INTERIOR RENOVATION KITCHEN BATH AND MASTER BEDROOM RENO. RELOCATE EXISTING LAUNDRY ROOM Passed iif//:;f7____ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 173861. Clean up site Permit for new shutters Permit for paint cc) July 17, 2012 For Inspections please call: (305)762 -4949 Page 10 of 29 ooso si ' < • FL 33I3 §.1tki4°, €.t 11.11t11.: 1 v 1.'11 we PVK.u/iu- Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CERTIFICATE OF OCCUPANCY/COMPLETION CHECK LIST ❑ Building permit card. \Surveys (2 copies) Final as built - Required Items: Elevations of buildings showing all intended setbacks from property lines and other existing structures. Ingress+ Egress, required parking spaces, Wheel stops, stripping, and all paving to exterior. ,5 ertificate of Elevation — (Sealed by surveyor). Expiration date required on the form. ❑ Certificate of Insulation. `L Certificate of Soil Treatment (Final treatment- original)1 CHAPTER 2913 -5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and law as established by the Florida Department of Agriculture and Consumer Services." Health Department Approval Letter (On septic or private water). Note: If the house is on septic tank, approval letter is required from Health Dpt. Soil Compaction Letter (Density report is required) Final certification letter from the Engineer /Architect (on masonry, trusses, special structure, etc) Backflow preventor certificate (Required on commercial projects only) Certificate of use. (Recorded in Miami -Dade Clerk of Courts) PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO Emergency CO (Without 24 Hrs Processing) Additional fee is $80.00. Temporary CO (Up to 90 days max) $75.00. Residential CO fee is $150.00 • )Commercial CO is $200.00 Il — 109 gol 0 ► 1\fi,- 1 3 Ax, Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING Permit No.q`L CON PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING ROOFING Atufb.v1 ,Gam, fl' OWNER: Name (Fee Simple Titleholder): 1•4 A2 4 . g.itm ortgliot. Phone #: 30s"' SOS• ygo 9 Address: €9 ®9 /11L 1� Pwc City: // n 2 E. g State: Zip: 3 313 fc-' Tenant/Lessee Name: NM- Phone #: Email: JOB ADDRESS: 9 /f2 B X14. 43 kg,- City: Miami Shores County: Miami Dade Zip: 3 313 Folio/Parcel #: // • .7� OS. 009 fro Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: ✓Des/•AsiOtt Se — Phone #: 30.C. 661 - - ?O Address: 611. I Te ,a,c . £ n. c- 3 City: erne". S State: Qualifier Name: 6•44,47E.K. /4•IVA?✓D State Certification or Registration #: C 6e, /.57C 7e Certificate of Competency #: Contact Phone #: 30s-'• 46/ • e).70-0 Email Address: /0614,34>6 40',"eo Oayrei,1 6".; .e -®• �,KA. DESIGNER: Architect/Engineer: •H7 fX con Phone #: 304 7. i‘ 3 • 8'2 Zip: 33/1./4 Phone#: 66 / -�-7�o Value of Work for this Permit: $ 1 001 enTO Square/Linear Footage of Work: Type of Work: ❑Addition a Alteration ONew CIRepair/Replace Description of Work: pp /' Aed. t.,,&, cis", S4m 7 'ay.- UDemolition * * * ********** *+x ****** * *** * * ************ pees*** x�***** �x: �a�x�* x�** ** *x� ****�xx�a� **** *�x **** *** ** Submittal Fee $ Permit Fee $ j'0 0 0 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review`, -1.7 TOTAL FEE NOW DUE $ IP AO • Bonding Company's Name (if applicable) 111.4 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 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 , he absence of such posted notice, the inspection will not be approv a reinspection fee will be charged. Signature 41 lI g4 4 O ` or Agent The foregoing instrument was acknowledged before me this a. day of ,t- , 20 ILL, by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: ,%%' IV/ My Co i e `ssion Expires: KARI A CROPPER t "z MY COMMISSION # EE032278 EXPIRES October 05, 2014 60E3 FlorldallotegySer✓be.com 0610e �S,2y% Signature Contractor The foregoing instrument was acknowledged before me this day of , Z0 _LL, by /11. � 4 t , who is personally known to me or who has produced as identification and who did KARI A GROPPER MY COMMISSION # E4: 0322 r EXPIRES October Gs 2014 163 My Conuni Sion Expires: 0 * ********** * ** *** ****** ****** ************************************************ *e** ***** *********** ***** * ***** APPROVED BY Jo /" /( Plans Examiner Zoning Structural Review Clerk (Revised 07 /10/07)(Revised 06 /10/2009)(Revised 3/15/09) Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. x COPY OF QUALIFIER'S STATE LIC CARD B. g COPY OF LOCAL BUSINESS TAX RECEIPT C. x COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: a, Ahoy 53. um,o, i.cs 3 BUSINESS ADDRESS: 'W''2 � �� / CITY .2/1,1. C 4f...g STATE ZIP CODE 32/V6 BUSINESS PHONE: (3oS) 66 / ' ? ?o FAX NUMBER ( -3�` ) 797 ' id CELL PHONE ( ?D ??0 • /9 T.)-- QUALIFIER'S NAME: QUALIFIER'S LIC NUMBER: C6e- AC/6 if 7 E -MAIL ADDRESS (IF APPLICABLE): Ai476,99/6,4. ` ,a o.,.. r e..> • Created on 3119109 BY MLDV / RV 3126109 MLDV FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL ERdMIT NO. 231 — DO NOT PAY 635255 -3 RENEWAL BUSINESS NAME f LOCATION RECEIPT NO. 661991 -1 DOMINION BUILDERS L`LC STATE* CGC1516478 4942 SW' '42 AVE 203 33146 CORAL GABLES OWNER DOMINION BUILDERS LL Sec. Type of Business �Y6AC�ERAL BUILDING CONTRACTOR Taos DO NOT, PERMIT THE HOLDER TO VIOLATE. ANY EXISTING REGULATORY on ZONING LAME: OF THE Non OR DO aX o THE PERMIT 'OR LICENSE REQUIRED BY LAW. THIS is NOT A CERTIFICATION OP THE HOLDER'S OUALIFICA• ONNS 09/07/2011 60030000165 000045.00 SEE OTHER SIDE DO NOT FORWARD DOMINION BUILDERS LLC MARK GEMIGNANI MGR 4942 LE JEUNE RD 203 CORAL GABLES FL 33146 iT}`i1111tilt11f1ii 111' ifI - till I11ift1 }f1t:i3ffib1111ti STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 GEMIGNANI MARK DOMINION BUILDERS LLC 4942 LEJEUNE ROAD SUITE 203 CORAL GABLES FL 33146 . Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeeiue restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Departments initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE THIS IS NOT A BILL — DO NOT PAY 635255 -3 RENEWAL BUSINESS NAME 1 LOCATION RECEIPT NO. 661991'1 DOMINION BUILDERS LLC STATE# CGC1516478 r 4942 SW 42 AVE 203 33146 CORAL GABLES FIRST -CLASS U.S. POSTAGE PAID. MIAMI, FL PERMIT NO. 231 OWNER DOMINION BUILDERS LLC Sea. Type of Business is liI99Y6AGNERAL BUILDING CONTRACTOR TAX RECEIPT. IT PERMIT THE TO VIOLATE ANY ATORY OR OF THE CITIES. NOR IT EXEMPT THE F FROM ANY OMER REQUIRED: BY LAW. THIS IS NOT A CERTIFICATION OF THE HOLDER'S QUALIFICA- TIONS. ECRECEIVE* -tTAX 09/14/2010 60050000435 000045.00 SEE OTHER SIDE WORKER /S 1 DO NOT FORWARD DOMINION BUILDERS LLC MARK GEMIGNANI MGR 4942 LE JEUNE RD 203 CORAL GABLES FL 33146 II1l fill 111111lsi'fliil'llt 11 511 RightFax N3 -1 8/29/2011 1:40:10 PM PAGE 3/004 Fax Server A`COR°J CERTIFICATE OF LIABILITY INSURANCE DATE 6ONYTY) 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 poilcy(Ies) must be endorsed. if SUBROGATION 15 WANED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on thls certiticate does not confer rights to the certlthmte holder In lieu of such endorsementts). PRODUCER WEINSTEIN JONES & ASSOC 5915 PONCE DE LEON BLVD CORAL GABLES FL 331469999 29JCW CONTACT NAME: PHONE FAX EXO: I a No): Mt ADDRESS; INSURERS) AFFORDING COVERAGE NAM • IISURERA:FLORIDA W.C. JUA 178175u DOMINION BUILDERS LLC 4942 SOUTH LE JEUNE RD 4203 MIAMI FL 33146 INSURER B: INSURER 0: INSURER D. 101\11„r ` INSURER E: MEO P . • one .._. INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POUCIES 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 POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR P_ OFI I:, ;,... ' �_ ; :r . OUCY NUMB : - 1. 1, • • AAA/ l_.... • , 'AA, UA61Ta CH OCCUR -'NCE i:; ■ - - UABILITY COMMERCIAL GENERAL LIABILITY 101\11„r ` MEO P . • one .._. CLAIMS•MADE OCCUR GE._- - ..�i<R -,S i .0,, J_HFII•17',I)i•]J:Iesi AGGR_s� LIMIT AP . 1K; PER • P ^•JECT • LOC , . ■ BILEUABIUTY ANY AUTO & ED HIRED AUTOS �. ^� liuL D AUTW ED «t l 1,'yI,,�,�,,, "e I ■!I 1vo'1 r•;•r>!w.rs�l- =mil Ll l�]IAI �IIilf:1/ - "�'. '^. __ �•Yt, �• j�ji,Tl!YT TT.� I:C iS S �� UMBRELLA UAB CESS UAL, • OCCUR CIA MADE EACH OCCURRENCE b GREGATE S RETENTION 5 A WORKERS COMPENSATION A BMPu T ANY PROPRIETORIPARTNEWEXECUTIVE OFFICEWMEMBER EXCLUDED? aandateryInNH) N II yes. describe wider DE= s,.RI- •NOF• - A:71•NR.:1. NIA (6FR13UB- 2862CO2 -4 -11) 03 -15 -11 03 -15 -12 II X L.EACHAC�OENT 1 000 000 11c.3 115 a rlA•uA_ - 1, 000, 000 MIRMEMPIN 1 000 000 3 : ' i . ` .l . 3'Y- _ . ?R' Gra.._ .a,r�' 1.i .iII 3= rr— :GT; .. . - .r . ^, . „ '7"77. 3•-••,T, 0. 'More CERTIFICATE HOLDER MIAMI SHORES VILLAGE 10050 NE 2ND AVENUE MIAMI SHORES 1 FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BR CANCELLED BEFORE THE EXPIRATION OATS THEREFO, NOTICENIL(. BB DEUVERED IN ACCORDANCE WITH THE POUCY PROVISIONS. AUTHORIZED REPRESENTATIVE @1888.2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and Togo are registered marks of ACORD AC ORE) CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDD/YYYY) 8/23/2011 PRODUCER 305.630.4777, Fax305.279.3022 Gil Garden Avetrani Insurance Group 10689 N. Kendall Dr. Suite 208 Miami FL 33176 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 Dominion Builders LLC 4942 Le Jeune Road #203 Coral Gables FL 33146 INSURER A: United . Specialty. Ins. Co. INSURER B :Travelers Prop. Cats Co of INSURER C: INSURER D: INSURER E: 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'WHICHTHIS' CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN ISSUBJECT TO ALL THE TERMS,_EXC9LUSIONS AND CONDITIONS OFSUCH POLICIES. AGGREGATE UMITS SHOWN MAY HAVE BEEN REDUCED BY.PAID CLAIMS. INSR LTR ADD'L NSRD TYPE OF INSURANCE POLICY NUMBER POUCY EFFECTIVE DATE (MMFDD/YYYYI POLICY EXPIRATION DATE (MMIDDIYYYYI 3 A MIAMI SHORES, FL 33138 GENERALLIABIUTY COMMERCIAL GENERAL LIABILITY N81201380 02/20/2011 02/20/2012'' ' �. p. ?: EACH OCCURRENCE' $ 1,000,000 $ 100,000 X DAMAGE TO PREMISES (Ea occurrence) I CLAIMS MADE X OCCUR MED EXP (Any one person) $ 5 000 PERSONAL &ADVINJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEM. AGGREGATE LIMIT APPLIES PER: POUCY 17 JE ° 1-1 LOC PRODUCTS - COMP /OP AGG $ 2,000,-000 7 Y '. r ... B AUTOMOBILEUABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON OWNED AUTOS BA2644N602 02/19/2011 02/19/2012. COMBINED SINGLE UNIT , ( Ea accident) $ .. 1,000,000 X BODILY. INJURY , (Per person) • $ — — BODILY INJURY (Per accident) $ — — PROPERTY ID DAMAGE (Per $ GARAGE LIABILITY ANY AUTO - .. -- -AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS / UMBRELLA LIABILITY EACH OCCURRENCE $ —I OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ $ WORKERS COMPENSATION AND EMPLOYERS' UABILITY Y/N ANY PROPRIETOR/PARTNERIEXECUTIVE ❑ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under SPECIAL PROVISIONS below _ WC STATU- H - WRY RY LIMITS I I 0TER , ,I E.L EACH ACCIDENT $ E.L DISEASE - EA EMPLOYEE $ E.L. DISEASE - POUCY LIMIT $ OTHER - - � t DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT/ SPECIAL PROVISIONS ACORD 25 (2009/01) INS025 Ram) The ACORD name and logo are registered marks of ACORD, SHOULD ANY OFTHE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION MIAMI SHORES VILLAGE ". DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN 10050 NE 2ND AVENUE 3 NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL MIAMI SHORES, FL 33138 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. 111 AUTHORIZED REPRESENTATIVE � Frank Gil /NII7B 1_, ___ 4��" ACORD 25 (2009/01) INS025 Ram) The ACORD name and logo are registered marks of ACORD, IMPORTANT If the certificate holder is an ADDITIONAL INSURED,' the policy(ies) must be endprsed.`.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,` certain policies may require an endorsement. A statement on this . certificate does not confer " ;rights i to the certificate holder in lieu of such endorsement(s). This Certificate of Insurance does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25 (2009/01) INS025 (200901) 09/13/2011 12:11 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES 2001 * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX /RX NO 1780 RECIPIENT ADDRESS 93053971188 DESTINATION ID ST. TIME 09/13 12:10 TIME USE 01'01 PAGES SENT 2 RESULT OK Permit No: 11-1634 Job Name: September 13, 2011 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Provide all permit applications prior to any further reviews. 2) Provide a substantial improvement verification form. Available at miamishoresvillage.com or the building department. 3) Provide an elevation certificate. 4) Identify all interior bearing walls in the areas of construction. 5) Provide a detail for the window infill. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. Norman Bruhn CBO 305 -795 -2204 ONsi Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No.' R4'/ /'117 Job Name j1 40 CRITIQUE SHEET A. 3.e /-1--/Y e-eYg C l i ivi'; i -I. 5' c fz i,k e, e to 5 5 dam' /u 7— ,2/4,--7.- it/ c 3 /.6-7 g 7,s,..7,/ P, - ,i rt. 4 6-ze / ;.) 90.0 o / mewo, Re 5/ 1 �.�� e //i.I c 4- i7,p -r/ -/ '0A- 2 P ter;: -'/2 ("417' Permit No: 11 -1634 Job Name: September 13, 2011 Miami Shores Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Provide all permit applications prior to any further reviews. 2) Provide a substantial improvement verification form. Available at miamishoresvillage.com or the building department. 3) Provide an elevation certificate. 4) Identify all interior bearing walls in the areas of construction. 5) Provide a detail for the window infill. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 - 391 - YS--* September 15, 2011 Miami Shores Village Building Department 10050 NE 2 "d Avenue Miami Shores, FL 33138 Re: Permit No.: 11 -1634 Gropper Residence Revision no. 1 — Building Department Comments and Owner Changes to Construction Documents To Whom It May Concern: We are submitting drawings dated 09 -15 -11 labeled as Revision No. Department comments and reflecting revisions per Owner changes. below that explains the modifications and /or provides clarifications. Building Critique Sheet dated September 13, 2011: Comment 1: Response 1: Comment 2: Response 2: Comment 3: Response 3: Comment 4: Response 4: . • • .... • .. •• • • .. .. • •••• 1 in responsganbe Building Please refer to the brief ocurptive Provide all permit applications Permit applications have been provided. Provide a substantial improvement verification form Substantial verification form is provided. Provide an elevation certificate Elevation Certificate has been provided. identify all interior bearing walls in the areas of construction. The only interior bearing walls in the project are the walls between the Garage and the Family Room and the wall between the Kitchen and the Maid's Room. This is confirmed by as -built drawings as well as field verification. All other interior demo walls are non - bearing or below a header or beam. • • • • .... .... • • •• •• • .. • • • . • • • .. • .. • • .. • • • • • • • 4942 S. Le Jeune Road Suite 200 Coral Gables, Florida 33146 Tel 305.663.8182 Fax 305.663.8882 www.bcarchitects.com Permit No.: 11 -1634 Gropper Residence Comment 5: Provide a detail for the window infill Response 5: A detail for the window infill in the Kitchen is provided in the added Structural Drawings. Refer to sheets S -1 and S -2. Electrical Critique Sheet dated September 2, 2011: Please refer to attached Response from ARPE Engineering Inc. Additional Revisions - Owner Changes: ARCHITECTURAL Drawing A0.01 New sheets S -1 and S -2 added to Index of Drawings. Drawing A1.01 1. Removed doors and sidelights at Den. Replaced with Alum. Impact resistant SlidirgtOlass doors. "" 2. Removed doors and sidelights at Master Bedroom. Replaced with Alurrl.;lkpct ressfanit '• doors and sidelights • 3. New tube metal columns added at opening between the Den and Living Fionm. Refer�o new. • Structural Drawings for details. ••••• • • • • • • 4. New drywall partition added at the stairs hall to create a desk area. • • ••• • • • • 5. New drywall partition added at the Bedroom 2 closet to create a new CM Llbset. • • • Drawing A1.02 • Bathroom interior redesigned; sinks, toilet and shower enclosure relocated withimeatbroorp. MECHANICAL, ELECTRICAL & PLUMBING Please refer to attached Narrative from ARPE Engineering Inc. STRUCTURAL 1. New Structural sheets S -1 and S -2 included. 2. New Structural Calculations included End of Building Department Comments Response Narrative Narrative prepared by: Manny Arias Pane 9 of 9 • engineering inc www.arpe - eng.com September 15, 20111 Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, Florida 33138 Re: Gropper Residence — Interior Alterations 9901 NE 13th Ave Miami Shores, FL. 33138 Permit # 11 -1634 Dear Sir: Please find below the log of comments Electrical: Attn: Electrical Plan Reviewer • • 1. A 300AMP residential service requires 250MCM copper conductcflrs ram 210. N€O • • • • 310.15 B {C Tabl R: leases revised sheet. Co 2. Fault curr rtca latoy nd torsFincreas 00AMP, panel AIC it R: 3. Act r to R 4. R r om. ector was added. • • • • Boa• equire carbon monoxide detectpr within 104efsfeepirig p �rSt•• • ortde dot r re a ro cf •r _ . ev If you should hav any question please contact our office at your convenience. A arilis Rod iguez, PE AR`' E Engi ' eering, Inc. T: \11 -0430 FISHER ISLAND MARKET PLACE TEMP TRAILER (BCJ \DOCS \rtc- 07- 22- 11.doc 2655 Le Jeune Road Suite 902, Coral Gables, Fl 33134 Ph 3054449809 Fax 3054449827 uaild /Zull 12:11 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES Miami Shores Village Building Department I� 002/002 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No RA' /— / iq Job Name t"r./2eN1z CRITIQUE SHEET R refer e .i`e d'i'c Cr e0'P ae. - �- %0 to A. G . / IP • ',rip )rte. , P1 - 'i %r . 4/7412- 0... 4 6,z4 5ePo--to, e �''G e /via 40.- #4) k A-was • C • .r { _ 0.4 j' c • 17 6 _ i / r - r. i . 0 0 ,.� . r 'G r i • • CiPf'e# •••• • • • • •• • • • • • engineering inc www.arpe - eng.com September 19, 20111 Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, Florida 33138 Re: Gropper Residence — Interior Alterations 9901 NE 13th Ave Miami Shores, FL. 33138 Permit # 11 -1634 Dear Sir: Please find below the Narrative of all changes as per Owner Request Electrical: 1. New lighting throughout the house as per interior designer d 2. New kitchen layout as per architect drawing. 3. Bar updated removing the peninsula 4. Power relocation to AHU. Mechanical: 1. Relocation of AHU #2 from attic to new mechanical closet. 2. Ducted return for AHU #1 3. Relocation of range hood at kitchen rawing • • • • • •• • • •••• • • •••• • • •. •• • •• • • • • •••• • ••••• ••• • 4. Relocation of exhaust fan second floor bathroom as per new archifeo50al layout•• Plumbing: • • • • 1. Bar sink deleted from peninsula, existing bar sink to be replaced ai;sag.% location •• • • • 2. Hot water to be taken to bar sink ••••• • • 3. Replacement of all existing plumbing fixtures first floor 4. New sanitary line to the outside for kitchen sink. 5. Gas to kitchen range 6. Relocation of sink at laundry room first floor. 7. New bathroom layout second floor. If you should have any question please contact our office at your convenience. Sincerely, Amarilis Rodriguez, PE ARPE Engineering, Inc. U: \11 -0710 DR ADAM GROPPER RESIDENCE - 9901 NE 13 AVE (BC ARCH } \DOCS \Owner changes- 09- 19- 11.doc 2655 Le Jeune Road Suite 902, Coral Gables, Fl 33134 Ph 3054449809 Fax 3054449827 • • • • • • • • • • •• • • • • Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT .RGII —I(0�y DATE: (kJ 9,2n1 1, ARK / i Contractor ► / 04011 4 )o1 ❑ Owner o Architect Pick :R u. 2 sets of 7an$,and Address: CO1YeCt comA(''I'D p.,(44t6 9.104) 1-6 Pti From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: o PERMIT CLERK INITIAL: October 11, 2011 Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 Re: Permit No.: 11 -1634 Gropper Residence Revision no. 2 — Building Department Comments and Owner Changes to Construction Documents To Whom It May Concern: We are submitting drawings dated 10 -11 -11 labeled as Revision No. 2 in response to the Building Department comments and reflecting revisions per Owner changes. Please refer to the brief narrative below that explains the modifications and /or provides clarifications. Building Critique Sheet 2 "d. dated October 3. 2011: Comment 1: Provide all permit applications prior to any further reviews. Response 1: Permit applications have been provided. Comment 2: Provide a substantial improvement verification form. Available at miamishoresvillage.com or the building department. Please revise the form submitted to reflect the correct flood zone and elevation and the correct depreciated value per the appraisal report (page 3). Response 2: Comment 3: Response 3: Comment 4: Response 4: A revised substantial improvement verification form is provided. Provide an elevation certificate. The elevation certificate submitted is incorrect. The subject property is located in a V -11'. A corrected elevation certificate has been provided. Provide wind load design criteria on plans for the exterior alterations. The proposed exterior alterations — a new sliding glass door and new swing doors with sidelights - have been deleted from the scope of work. The existing doors, sidelights and windows will remain. Refer to drawings A1.01 and S -1. 4942 S. Le Jeune Road Suite 200 Coral Gables, Florida 33146 Tel 305.663.8182 Fax 305.663.8882 www.bcarchitects.comm e Permit No.: 11 -1634 Gropper Residence Comment 5: Provide design wind loads for each opening being alteredi replaced. Response 5: As stated above, the exterior alterations have been deleted from the scope of work. N.A. Comment 6: Provide the product approvals for the new windows! doors. Response 6: As stated above, the exterior alterations have been deleted from the scope of work. N.A. Structural Critique Sheet dated September 27, 2011: Beam at edge of Terrace Roof requires a conc. tie column at each end (FBC 21). Verify load on these columns and existing foundations shown on plan. Response: As stated above, the exterior alterations have been deleted from the scope of work. N.A. End of Building Department Comments Response Narrative Narrative prepared by: Vanessa Jimenez 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 Permit No. ' . I Job Name a- coppe9- Date `YZ-1-7 ,/it STRUCTURAL CRITIQUE SHEET L ?. 1.12L2-- j and Permit No: 11 -1634 Job Name: October 3, 2011 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 2nd 1) Provide all permit applications prior to any further reviews. 2) Provide a substantial improvement verification form. Available at miamishoresvillage.com or the building department. Please revise the form submitted to reflect the correct flood zone and elevation and the correct depreciated value per the appraisal report (page 3) 3) Provide an elevation certificate. The elevation certificate submitted is incorrect. The subject property is located in a V.11' 4) Provide wind Toad design criteria on plans for the exterior alterations. 5) Provide design wind loads for each opening being altered /replaced. 6) Provide the product approvals for the new windows /doors. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove than from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Mk.' S-511- \4 PERMIT # t -- (034 CONTRACTOR: rn IN l B'LN SUBMITTAL DATE: SF2 7 t ( ( ADDRESS: �c(O 1 I`-Y-� I`'t -- NAME: C��Zk -- RESUBMITAL DATES: 2O 41/11 5`r/%c f�.�-f" STRUCTURAL cr- 2// ELECTRICALW5 ' /( ACT FEES HRS/DERM ‘k PLUMBING' /1'x'3 r Glf-4/ I %I.t MECHANICAL BLDG NOC Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 164140 Permit Number: RC -9 -11 -1634 Inspection Date: May 04, 2012 Inspector: Bruhn, Norman Owner: GOLDBERG, JONATHAN Job Address: 9901 NE 13 Avenue Miami Shores, FL Project: <NONE> Contractor: DOMINION BUILDERS LLC Permit Type: Residential Construction Inspection Type: Final PE Certification Work Classification: Alteration Phone Number Parcel Number 1132050090480 Phone: (305)661 -2700 Building Department Comments INTERIOR RENOVATION KITCHEN BATH AND MASTER BEDROOM RENO. RELOCATE EXISTING LAUNDRY ROOM Passed ,Atz IL I Inspector Comments exi Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until May 04, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 May 3, 2012 architects Miami Shores Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Re: 9901 NE 13 Avenue Permit # RC -9 -11 -1634 architecture • planning • construction administration Miami 4942 S. LeJeune Road Suite 200 Coral Gables, Florida 33146 T: 305 - 663 -8182 F: 305 - 663 -8882 Orlando 43 E Pine Street Suite 222 Orlando, Florida 32801 T: 305 - 663 -8182 F: 305- 663 -8882 The work performed under the pennit noted above has been reviewed and found to be to our (The Architect's) best knowledge, information and belief, substantially complete and constructed in general conformance with the plans prepared by this office. We are providing this letter based upon the observations made during our field visits during construction and with the understanding there may be punch list items still to be done. Unless otherwise agreed to in writing, the date of commencement of warranties will be the date of the Certificate of Occupancy, to be issued by the City of Miami Shores Village. Res ectfully, Lawfence S. Cohan, AIA NCARB CSI CCS, LEW *> AP Managing Principal rc;; itf.;,,ts urasr. AR# AA0003360 f Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP- 173087 Permit Number: RC -9 -11 -1634 Inspection Date: May 04, 2012 Inspector: Bruhn, Norman Owner: GOLDBERG, JONATHAN Job Address: 9901 NE 13 Avenue Miami Shores, FL Project: <NONE> Contractor: DOMINION BUILDERS LLC Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Alteration Phone Number Parcel Number 1132050090480 Phone: (305)661 -2700 Building Department Comments INTERIOR RENOVATION KITCHEN BATH AND MASTER BEDROOM RENO. RELOCATE EXISTING LAUNDRY ROOM Passed,, Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 May 04, 2012 Page 1 of 1 Miami -Dade County Building Department ,,MIAMI.DADE 11 805 S.W. 26 Street, Miami. FI 33175-247,1 75 -247,1 COUNTY wwN mirinud a de.gov /building Building Permit No: Project Name: Job Address: ENERGY, SOUND AND IMPACT CERTIFICATE ��-• 9 - i- C, Lt STATEMENT OF COMPLIANCE • We, the undersigned, hereby certify that the ENERGY, SOUND AND IMPACT INSULATION has been installed in the above referenced project, in compliance with the latest edition of the FLORIDA BUILDING CODE, the APPROVED ENERGY CALCULATIONS and Plans and in accordance with good construction practice. The insulation furnished and installed has the chara- ristics shown below: (check only applicable boxes) ,1) e/ (Min.): Material: Thickness: inch (es): Density: lb/ft: Mfgr: Exterior CBS Walls Insulation: R- ;xterior Frame /Metal Stud Walls: R- (Min.): Material: Thickness: inch (es): Density: Ib /ft: Mfgr: ,f Exterior solid concrete walls: R- (Mini: Material: v"_ T ickness: • inch (es): Density: lb/ft: Mfgr: qfrar'interior walls separating C from non A/C spaces insulation: R- // (Min.) Material: �� VA) / �'�- a�i�j'�' ��`�"��`�t'�t/� Thickness: inch (es); Density: -Ib /ft MULTI - FAMILY RESIDENTIAL CONSTRUCTION ONLY: The COMMON (Party) walls to two separate conditioned tenancies shall be insulated to a minimum of R -11 for frame walls, and to R -3 on both sides of common masonry walls See ENERGY CODE, 2007, paragraph 13 -602. ABC.1.1, on page 13.74, latest edition. These "minimum levels of insulation ", are not included in the Energy Calculations, but shall be installed in the field. Po r+l ) Ceiling insulation R- ge (Min.); Material: Thickness: fit, inch (es): Density: Ib /ft: Mfgr: El 7) Walls, partitions and floor /ceiling assemblies between dwelling units or between dwelling units and adjacent public or service areas such as halls, corridors, stairs, etc. must have a sound transmission class (STC) of not less than 50 (penetrations must maintain the required rating). O 8) Floor /ceiling assemblies between dwelling units or between dwelling units and public or service areas such as halls, corridors, stairs, etc. must have an impact insulation class (IIC) rating of not less than 50. Make photocopies of this sheet in your office, as required for future jobs. Installed by: l� -.P ill CA) Insulation Company Name r ontrac or Signature Insulation Contractor CC# tOinR' Q / ,Pgh° Date Certified: O.C. /Builder: Building Contractor CC #: Company Name G.C. /Builder's Signature Date Certified: Note: For lightweight Insulating concrete, use appropriate forms, separate from this one. Revised 02 -26 -2009 123_0)-172 3/09 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 168242 Permit Number: RC -9 -11 -1634 Scheduled Inspection Date: January 04, 2012 Permit Type: Residential Construction Inspection Type: Framing Owner: GOLDBERG, JONATHAN Work Classification: Alteration Job Address: 9901 NE 13 Avenue Miami Shores, FL Inspector: Bruhn, Norman Project: <NONE> Contractor: DOMINION BUILDERS LLC Phone Number Parcel Number 1132050090480 Phone: (305)661 -2700 Building Department Comments INTERIOR RENOVATION KITCHEN BATH AND MASTER BEDROOM RENO. RELOCATE EXISTING LAUNDRY ROOM Passed , Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 168169. CREATED AS REINSPECTION FOR INSP- 166703. CREATED AS REINSPECTION FOR INSP- 164136. Bearing wall headers removed must be replaced several locations. firestops at top of walls required. Remove drywall at revised area (steps) for inspection. NB January 03, 2012 For Inspections please call: (305)762 -4949 Page 23 of 31 December 22, 2011 (Rev. 12 -29 -2011) Chief Building & Structural Official Building Department of Miami Shores Village 10050 NE 2nd Avenue Miami Shores, Florida 33138 Project: Dr. Gropper Residence Building Address: 9901 NE 13th Ave., Miami Shores, Florida 33138 Gentlemen: On December 21, 2011 we performed spotted visual observation on the wood joist connections to the existing concrete tie beam at the flat roof area. We also observed the retrofitting of the opening between the garage on the kitchen. As a result of this observation, we concluded that both the additional strengthening at the joist connections and the opening retrofitting are adequate. Based on our professional judgment, the above improvement complies with the current Florida Building Code. Sincerely, Daoud Iskandar, P.E. FL P.E. #54613 S.I. #2049 113 E. Hallandale Bch Blvd Hallandale Beach, FL 33009 P: +1.305.285.7800 info @dhise.com December 8, 2011 Chief Building & Structural Official Building Department of Miami Shores Village 10050 NE 2nd Avenue Miami Shores, Florida 33138 Project: Dr. Gropper Residence Building Address: 9901 NE 13th Ave., Miami Shores, Florida 33138 Gentlemen: DHI Structural Engineers 0 8 291.1 }l" BY As a result of our visual observation to the conditions at the existing flat roof and the existing 2x10 wood joists connections to the existing concrete tie beam, we concluded that additional strengthening is required as follows. Add Simpson- Strong -Tie strap type MSTA30 with (5) 10d nails into joist and (2)1/4" diameter tapcon screws with 1 1/2" minimum embedment into the interior face of the concrete tie beam. Based on our professional judgment, the above remedy to the roof connections will mitigate the forces and conform with the current Florida Building Code. Sincerely, Daoud Iskandar, P.E. FL P.F. #54613 S.I. #2049 113 E. Hallandale Bch Blvd Hallandale Beach, FL 33009 P: +1.305.285.7800 info @dhise.com I -DARE COUNTY TAX'COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 635255-3 BUSINESS NAME / LOCATION DOMINION BUILDERS LLC 4942 SW 42 AVE 33146 CORAL GABLES 2011 ! LOCAL BUSINESS TAX RECEIPT 20 MIAMI -DADS COUNTY - STATE OF FLORIDA EXPIRES SEPT3S, 2012 MUST BE DISPLAIYED AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 & i0 THIS IS NOT i BILL ,_ DO NOT PAY RENEWAL RECEIPT NO 661991-1 STATE# CGC1516478 203 OWNER DOMINION BUILDERS LLC Sec. Type of Business Tilts is 116AQULERAL BUILDING CONTRACTOR BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE COUNTY OR CITIES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE REQUIRED BY LAW. THIS IS NOT A CERTIFICATION OF THE HOLDER`S QUALIFICA- TIONS. PAYMENT RECEIVED MIAMI -DADE COUNTY TAX COLLECTOR: 09/07/2011 60030000165 000045.00 SEE OTHER SIDE FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 WORKER /S 1 DO NOT FORWARD DOMINION BUILDERS LLC MARK GEMIGNANI MGR 4942 LE JEUNE RD 203 CORAL GABLES FL 33146 1111111111111in a 1111111111;1110 1111111 II'1:111T1111 itII NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NOS —`\ •!t®3 `� TAX FOLIO NO.\ \ • Dort '01(g-0 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 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. Space above reserved for use of recording office 1. Legal description of property and street/address: 9901 N ta a+#'E_ /Yli 41,4i -CM )fi.. s ,ce. 3213 F1 rz C J'f 4'3 8`O. �nr 3� Qr.tr 2. Description of improvement: Arreeceo 1 t r+f?vATl�n� 3. Owner(s) name and address: /4.1>,+w.‘ .S. GnprP.e*t K,. ft Grra�oF_,c 99'0/ A/' J 2 Interest in property: Name and address of fee simple titleholder: 4. Contractor's name, address and phone number: ( * 6 . c . Ldp Sise,cde- ,'1--- 33i3F 4'94 Ts•��r>e ., ✓, a�� GXC.►c_ �s rc - -e 3iyef. 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: �'FLORIDA, tAl E ( C'OIIN' . r Amount of bond $ fNFkEBYCFRTI Yo <. 6. Lender's name and address: orrcural -r 7. Persons within the State of Florida designated by Owner upon who Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: l.kt, E`r as provided by PP.d 8. In addition to himself, Owners designates the following p'erson(s) to rede e a o 713.13(1)(b), Florida Statutes. Name, address and phone number: rovided in Section 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR [ TICB -OF COMMENCEMENT. Signature(s) of 0 Prepared By Print Name . ? �a< Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE !4thorized Officer /Director /Partner /Manager Prepared By Print Name Title /Office The foregoing instrument was acknowledged before me this -° day of = . By t--o.4r) -- °, r afndividually, or ❑ as ❑ Personally known, or ❑ produced the following type of i Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTES Under penalties of perjury, 1 declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature(s), B y fr f ,, for dentificatio u' 123.01 -52 PAGE 3110 .:=R-• e!e KARI A GROPPER *c MY COMMISSION # EE032278 i.. EXPIRES October 05, 2014 wner(s)'s Authorized Officer/ Director /Partner /Manader_ubo -signed afbeve: - By Structural Calculations For: Dr. Gropper Residence 9901 NE 13th Ave. Miami, Florida 33138 September 16, 2011 1 of 12 SEP .2 12011 BY: ***** 5,461,74,3•431I0•01“1 • 113 E. Hallandale Bch. Blvd. Hallandale Beach, FL 33009 +1.305.285.7800 info@dhise.com www_dhise.com Dr. Gropper Residence 9901 NE 13th Ave. Miami, Florida 33138 TABLE OF CONTENTS PAGES 1 _ Wind Analysis (3 -6) 2. Reinforced Masonry Design (7 -12) •.•. • • • • •••• • • • •• • • •• • •••. •.•. • • •••. • • •• •• •••• • • •••• ••• • • • • • • • To the best of my knowledge, this calculation package complies with Florida $tate•Statute �P,�Ia • • 61G15-23. 2 of 12 Sheets (1-12) •' • • • • • •� • September DAOUD iSE'(J\NDAR, P.E. P.E. ;1,454613 6, 2011 Dill Structural Engineers 113 F. Hallandale Beach Blvd 1lallandale Beach, FL 33009 305- 285 -7800 into( dhise_com JOB TITLE Gropper Residence JOB NO. CALCULATED BY DI CHECKED BY SHEET NO. DATE 9/8 11 DATE \Ter 9.05.17 www.struware.com STRUCTURAL CALCULATIONS FOR Cropper Residence Miami, FL 3 of 12 • • • • •• • .•• • • •••• • •• • • • • • • •••• •• • • • • • • • • •••• • • • •• •• • • • •• • • • • • •• • ••• • • • • • • • • • • • • ••••• •� • • • DHI Structural Engineers 113 I. Hallandale Beach Bled Hallandale Beach. FL 33009 305 -285 -7800 info (it .dhise_com JOB TITLE Gropper Residence JOB NO. CALCULATED BY Dl CHECKED BY SHEET NO. DATE 9'8:1 l DATE Code Search L Code: ft. Occupancy: Honda Building Code 2007 - High Velocity Zone Occupancy Group = R Residential III. Type of Construction: Fire Rating: Roof = Floor = 1.0 lir 2.0 hr IV. Live Loads: Roof angle (0) 0.00 / 12 0.0 deg Roof 0 to 200 sf 30 psf 200 to 600 sf: 30 psf over 600 sf_ 30 psf Glass areas of greenhouse roof 15 psf Floor 40 psf Stairs & Exitways 100 psf Balcony /Deck 100 psf Mechanical N/A Partitions 20 psf V. Wind Loads : ASCE 7 - 05 hnportance Factor 1.00 Basic Wind speed 145 mph Directionality (Kd) 0.85 Mean Roof lit (It) 25.0 ft Parapet ht above grd 25.0 ft Exposure Category C Enclosure Classif Enclosed Building Internal pressure 41-0.18 Building length (L) 72.8 ft Least width (B) 71.0 ft Kb case 1 0.945 Kh case 2 0.945 Topographic Factor (Kzt) Topography Flat Hill Height (H) 0.0 ft H<< 15ft;exp C Half Hill Length (Lb) 0.0 ft :. Kzt =1.0 Actual H. /Lh = 0.00 Use H /Lh 0.00 Modified Lh = 0.0 ft From top of crest: x= 0.0 ft Bldg up/down wind? downwind H; Lh= 0.00 xtLh = 0.00 z /Lh = 0.00 At Mean Roof Ht: Kzt = (1- *K1K2K3)'2 = K1= 0.000 K, = 0.000 K3 = 1.000 1.000 4 of 12 • • • • • •• • 1111•• • WWW.stru V are.com •••• • • •••• • •• • • • •••• • •••• •••• • • • • •••• •••• ••• • • • • • •• •• • • • • • • • • • • •• • • • • • • • • • • •1••• • • 111.1 • • • • • • • Speed-up x(upmind) = utdct.tnwind) • ESCARPMENT V(z) Speed -up V(Z) x(upwind) ...' r(downvaind) H 2D RIDGE or 3D AXISYMMETRICAL HILL DHI Structural Engineers JOB TITLE Gropper Residence 113 E. Hallandale Beach Blvd Hallandale Beach_ Fl_ 33009 JOB NO. SHEET NO. 305- 285 -7800 CALCULATED BY al DATE info(G;dhise.corn CHECKED BY DATE V. Wind Loads - Components & Cladding: Buildings It 60' & Alternate design 60' <h <90' Kz= Kh (case 1) = 0.95 GCpi = fr -0.18 NOTE: if tributary area is greater than Base pressure (qh) = 43.2 psf a = 7.1 ft 700sf, IMW FRS pressure may be used Minimum parapet height at building perimeter = 3.0 II Roof Area Negative Zone 1 Negative Zone 2 Negative Zone 3 Positive Zone I Positive Zones 2 & 3 Overhang `Lone i &F Overhang Zone 3 Walls Area Negative Zone Negative Zone 5 Positive Zone 4 & 5 Parapet Roof Angle == 0.0 deg type of roof = Gable GCp - GCpi Surface Pressure psf) User input 10 sf 50 sf 100 sf 10 sf 50 sf 100 sf 20 sf 70 sf -1.18 -1.11 -1.08 -51.0 psf -48.0 psf -46.7 psi -49.7 psf -47.4 psi' -198 -1.49 -1.28 -85.6 psf -64.5 psf -55.4 psf -76.5 psf -60.0 psf -1.98 -1.49 -1.28 -85.6 psf -64.5 psf -55.4 psf -76.5 psf -60.0 psi 0.48 0.41 0.38 20.8 psf 17.7 psf I6.4 psf 19.5 psf 17.1 psf 1.08 0.97 0.92 46.7 psf 41.9 psf 39.8 psf 44.6 psf 40.9 psf -1.70 -1.63 -1.60 -73.5 psf -70.5 psf -69.2 psf -72.2 psf -69.9 psf -I.70 -I.63 -1.60 -73.5 psf -70.5 psf -69.2 psf -72.2 psf -69.9 psf Negative zone 3 = zone 2, since parapet .. 3ft. GCp -(- GCpi Surface Pressure (psf) User input 10 sf 100 sf 500 sf 10 sf 100 sf 500 sf 20 sf • IOt's'f. -1.17 -I 01 -090 -50.6 psf -43.7 psf -38.9 psf: •48.5 psf °III., psf 1.44 1.12 0 90 -62.3 psf -48.5 psf -38.9 psf • • • -58 1 psf : qs_t 1.08 0.92 0..81 46.7 psf 39.8 psf 35.0 psf • rl 16 psf jsf • S 9.15 psf Note: GCp reduced by 10% due to roof angle <= 10 deg. qp - 43.2 psf CASE A = pressure towards building CASE 13 pressure away from building •••• • • • •••• • Solid Parapet Pressure Surface Pressure sf) l'Stilaput 10 sf 100 sf • 5(i(tsf • • SQ sl CASE. A : Interior zone : Corner zone : 116.8 psf 116.8 psf 79.6 psf • 79.6 psf 14.8 psf •••• '4.8 psf 90•tPpsf 90.8 psf CASE B : Interior zone : Corner zone : -81.7 psf -93.4 psf • -68.0 psf -72.8 of -58.4 psf • %.4 psf : 4:i psf • -79.0 psf Rooftop Structures & Equipment Dist front mean roof height to centroid of Af= Height of equipment (he) _ Cross - Section Square Directionality (Kd) 0.90 Width (D) 10.0 ft Type of Surface N/A 10.0 ft 15.0 ft Gust Effect Factor ((3) _ Base pressure (qz) _ • • •••••• • 0.85 54.6 Kd psf hiD= 1.50 •••••• •• • • • •••••• • • • • ••••• •••••• • •• •••••• • • • • Square (wind along diagonal) Square (wind normal to face) Cf = 1.01 Cf = 1.31 Af = 10.0 sf As= 10.0 sf Adjustment Factor (Adj) = 1.90 Adjustment Factor (.Adj) = 1.900 F = qz G Cf Af Adj= 80.0 Af F = q, G C{ At Adj= 103.9 Af F = 800 lbs F = 1039 lbs 5of12 DHI Structural Engineers JOB TITLE Dropper Residence 113 E. -Hallandale Beach Blvd Hallandale Beach, -FL 33009 JOB NO. SHEET NO. 305-285-7800 CALCULATED BY DI DATE infoi;dhise.corn CHECKED BY DATE Location of Wind Pressure Zones 7 degrees and Monoslope 3 degrees Monoslope roofs 10e <0 30° Monoslope roofs 3'<9<10° 7 < 0 45 degrees 6 of 12 .„-- ...,-. '' ,- ....,' .-- _,.,-- - ..,./ _.., .., - -,, _,, , .---,, ,....- ..,„. ..-4" • • • • WALL • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •••grA ••• 111 • • Nr. •••.6.-• • • \ • ZI a'PZ 14) / 7 <0 < 27 degrees M : a _ - �° Wall: 1. MASONRI WALL ANAllY _ AND DESIGN Pro.. TIME: 1 ;`,M DATE: w:,-le-201-1 L _I.SN MET' . - Working Stress Des:lc o :: -PRY M TS .SAL - H - l 1.��.:� ,re Concrete Masonry Unit- IO;TAR TYPE . yF MORTAR MATERIAL : Portland Cement Lime Mortar BLOCK PLACEMENT . Running Bond MASONRY WALL L:A-_TA: Vv )1 t Height. ..- e-00 tt PI mt i it Wall ickness 8.00 in. Dept t Steel, Wall ._._. in. Parapet. H< r 7t= Nominal. Pa rap _hic ess Depth tc .:i. Steel, Parapet Design Strip Width Main Wall Reinf. 0.00 t. t . O.00 in. 0.00 in. 12.00 in. LS = One Layer Wall. Grout pacii i Partially iron_ t._ _i 5016 Type at Base Finned Support Span Typo = Supported Top and 60 i t<-m WALL LOADS: Wall Weight 62.00 psf. Floor or R •t_ 60 ad: Dead = 800.0 Lb Live = 960.0 Lb Eccentricity y = 0.00 1_i. Additional Vertical Loaf: Dead = 0.0 Lb Live = 0.0 Lb Eccentricity = 0..00 in. Vertical Distance (y) = 0.00 ft. . Equivalent Fluid Pressure Vertical Distance (x) _ SEISMIC LOADS: 0.00 pct. O.00 ft. Site Cl- n., (A to F) Class A Seismic Use group I Short Period Spectral Accele ration, 660 0.00 z One Second Spectral Acceleration, S1 < 0.75 g (Compute') Design Category, Category A Parapet Component Importance Factor, Ip 1 - Parapet Height /Roof Height Ratio z/h 0 Veneer Weight 0.00 psf. Seismic Load on Main Wall* 6.20 psf. * Minimum Code Required Value Seismic Load on Parapet Wall = 0.00 psf. 7 of 12 l au : 1 0000 • • • • •••• • • • •• • • 0• • • • ••• • •• • • • • 0000 •0•0 • • • • • • 0000 0000 • • ••• • • • • • •• •• •• • • • • • • • • • •• • • • • • • • • • • • • • • • • Masonry Wall: P ` _0 AND -:EE -.. ,1 Lr_ atin. TIME: 10:47 AM DATE: 05 -1 2:;11 WIND LOADS: L_stae From Load Magnitude Base Wall (ft) W or H (plt, lip) Start End 1 21.5.;10 0.1 7.67 2 Notes: "W" designates a uniform dis _r ibut_ed win d load. "2" designates a concentrated horizontal wind load. __ Horizontal loads are positive to the right. MASONRY DATA: Masonry Unit. 5trer th = 1900.00 I,'ni. Masonry mpres .viva Strength, *'m 15030.00 psi. Allowable Flexural Stress, Fb _ _ 00.001 psi. Allowable Shear Stress, F v = 38.73 psi. Allowable Tension: No Grout, Ft = 25.00 psi. Solid Grout, Ft = 68.00 p =�i Modules of Elasticity, Em = 1,350 ksi.. Modular Ratio, Es/Ea =- n 21.41; Single Grouted Cell + Web Width Nominal Length of Masonry unit Block Face Shell Thickness Nominal Minus Actual Thickness MATERIAL DAT Steel Yield Strength, Allowable Steel Stress, Modulus of Elasticity, REINFORCED WALL DATA: 8.00 in. 16.00 in. 1.25 in. 0.3S in. Fy = 60.00 ksi. Fs = 24.00 ksi. • Es = 29,000 ksi. Minimum Steel Ratio, As /bt = 0.0007 8of12 0000 • • • • •00• • • • • • • • • • • • • • • • 0000 • • • • •••• 00•• • • • • • • 0000 0000 • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • •• • TIME: 10:4-7 AM M_.. ?aI l : MASONRY. W,_L_ t ALi _ AND DESIGN --7 6.20 225.00 , HIC t t1l ,_ OF MASONRY t43LL DATA .00 in. D.L. 800.0 Lb L.L. 960.0 Lb 8.00 in. 3.81 in. Flccr. / Roo` 9of12 • ••• • • • • 000000 • •••'••• •• • • • •••• • • •• • • • • • •••• • 00M0 0000 • I • • • •.I• • •••• *00:000 • • • • •I • • • •• •• •. • • • • • • • •••1••• • • • I• • • • • • • 8 0U i t1,1-_. • • • • • • •• • • • • • PY,DieCt. : Iiicatiiin: Masonry Wall: MATieNPY WALL ANALIii TiNF (4 TIME: 10:47 44 Pacle: 4 DATE: 09-16-2011 SUMMARY 0 F RESULTS F 0 R MAIN WALL DESIGN LOADS: Moment, Ms = 1,793.9 ft-lb / 12.00 in. Axial Load, Pc - 628.8 Lb / 12.00 Load Combination - 0.6iDL+1*47L Eccentricity at Moment, e = M/P = 34.23 in. NOTE: Max. moment is located in Zone (4, (e > 20/3) Wail is cracked, steel is stressed in tension. Max. Shear, Vs = 89.8.5 Lb / 12.00 in. Lead Cembinatien 0.6*DL+1*WL ANALYSIS RESULTS: Design Strip Width 12.00 in. Actual Wall Thickness, t 7.63 in Effective Height, h' .00 ft. Seismic Force, (IBC 2000 162(4.1.7) Fp 6.20 p14. / 12.00 in. Minimum Area of Steel, Vertical Reinf. = 0.064 in. '2 / 12.00 in. Mininmm Area of Steel, Hcriz. Reinf. = Not Required Ref. ACI 99 1.11/4BC 2000 2109.6.5 DESIGN RESULTS: Bar. Fa, psi fv, psi Size (4/34-.25*f'm*R) (V/b'd) .0000. • • •000 • • • •• • • • • • . • 00 • • • 00•0 • 0••• • •0•• 0••0 • • • • • • 0•• • • • 0• • • • • • • • • • • All. M • • oment • • • • @ Axial Load Bar Spa. • • • • (P=628.8 l(4) (in. o.c.) • • • • • • • • •• • • • • • #3 N/A N/A N/A N/A 44 N/A N/A N/A N/A #5 451.48 19.64 1,993.4 8.00 46 451_48 19.64 2,175.0 8.00 #7 462.02 39.27 1,924.3 16.00 48 468.02 39.27 2,039.1 16.00 #9 4r2.02 39.27 2,131.0 16.00 Max. vertical bar spacinci is 72 inch per ACT 99 2.3.3.3 (commentary) Per IBC 2000 2107.2.4, bar size is limited to #8 10 of 12 • Me::onry WII: MLIZONPX WALL ANALYSIS AND DESIGN 1,2,2▪ Tati2,L: TIME: 10:47 AM DATE: 12,216-2011 1077 1*I WAIT TNIAc'TICN 1-21A1':PAM: (DEAD i LIVE LOAD ONLY) Eff(.7.tive Wall = .00 ft. Solid Masonry Area, Ae = 91.50 in22 Actual 1,111 Thi,:kness = 7.63 in. All. Axial Stress, Fa = 338.61 psi. Depth g. = 3.81 in. All. Bending Stress, Fb = 500.00 psi. n(2-,1gn Width = 12.00 in. All. Steel Stress, Fs = 24.00 ksi. Eeinfo,2cing = #5 @ FJ in. o.c. Axial Moment By: Page: 5 4 4 4 t 4 4 + + 1564 2f'574 + 171i + 1>E.62 • + 267!1,9 1 + 247 + 254'J 1 r 216n 21 1 + 2310 + .z.233 • 4 2453 me • • + • *06.0 L a124 1 -1- 2077. • • • • Oil • • 410 4 • • • • 4 24.57 • 4.006 • • • 18308 ! 2705 ••00 •0•• • • i- • • 0 • •0OO 011ie 1600 1 + 2721 • • *Oil • + • • • • 15491 1 + 2696" + • e • • • 14083 1 + 2630. • • • i + • • • • • 12675 1 + 25326... : • • • + • 11266 i + 2410 I + + 2299 + :`-1450 1 + 2190 + 7041 i 2054 i + 5633 i + 192q + 4225 1 + 1805 1 + 2917 i + 168 10 + 1408 1 + 1568 i + 0 1 1460 NOTES: Axial Load - Lb, Moment - ft-lb + - Moment. Capacity o = Applied. Moment. Positive moment. is defined as moment which causes compression on the outside face of wall. 11 of 12 MasGrv Wall: MONRY WALI A1)1ALYSTS AUL Frole*Tt : L,Dcation: Ey: TIME: 10:47 AM Pacie: 6 L)P-ATE: 09-16-20i1 MASONRY WIT Ti DIAGRAM:. (WIND / SEISMIC LOADS) Effective Wald Height - 8.0 ft. S(-Jid Masonry Area, Ae - 91.50 in^2 Actual Wall Thickness = 7.63 in. All. Axial Stress, Fa = 451.43 psi. Depth to c.g. Ste,A1 = 3.81 in. All. Bending Stress, Fh = 666.67 psi. Design Width = 12.00 in. All. Steel Str,,ss, Fs = 32.00 ksi. Reinforcinu DesiT) Axial Moment 41310 1 + -1- 4 i t -4- + 4- 1 2085 + 39132 + 2284 37555 + 2483 35677 4- 2682 + 33799 + 2881 1921 + S080 + 30044 + -270 •••• + • • • • lose. 28166 + 3460 • • do 4, •• • • of, + • • • • 26288 + 3543 Aroso • + • • • 4410 + 3607 •••• ...oil • • • • • • + oboo. e•o• 2253 + 3628 • • 'so • + • • • • •0655 + 3595•4, o• .• • to + • • • • • 18777 + 350/• • • • + • • • • • 16900 + 3376...1 : • • • • + • 15022 + 3213 + 13144 + 3066 + 11266 2907 + 9389 + 2741 -1- 4- 2573 + 5633 + 2406 + 3755 + 2245 1878 o + 2091 + 0 + 1946 NOTES: Axial Load - Lb, Moment = ft-lb - Moment Capacity o Applied Moment Positive moment. is defined as moment which causes compression on the outside face of wall. 12 of 12 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -9. OMB No. 1660 -0008 Expires March 31, 2012 SECTION A - PROPERTY INFORMATION Al. Building Owner's Name ADAM S. AND KARI A. GROPPER A2. Building Street Address including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 9901 N.E. 13 AVENUE MIAMI SHOA ZIP Code FLORIDA 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Folio #: N/A A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) Residential A5. Latitude /Longitude: Lat. N25 °5158" Long. W80 °1019" Horizontal Datum: ❑ NAD 1927 ® NAD A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): Square footage of crawlspace or enclosure(s) No. of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade Total net area of flood openings in A8.b Engineered flood openings? ❑ Yes K) No a) b) c) d) 4767 8 16tiki sq in sq ft OCT 12 2011 A9. For a building with an attached garage: a) Square footage of attached garage 400 sq It b) No. of permanent flood openings in the attacled garage within 1.0 foot above adjacent grade c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? ❑ Yes ! J No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP Community Name & Community Number MIAMI SHORES/ 120652 B2. County Name MIAMI -DADE COUNTY B3. State FLORIDA B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective /Revised Date Zone(s) AO, use base flood depth) 0306 L 9/11/2009 9/11/2009 VE 11.0 B10. indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes Designation Date N/A ❑ CBRS ❑ OPA ® No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* XI Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR /A, AR /AE, AR /A1 -A30, AR /AH, AR/A0. Complete Items C2.a -h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized Vertical Datum NGVD 1929 Conversion /Comments N/A a) b) c) d) e) 1) g) h) Top of bottom floor (including basement, crawlspace, or enclosure floor) Top of the next higher floor Bottom of the lowest horizontal structural member (V Zones only) Attached garage (top of slab) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) Lowest adjacent (finished) grade next to building (LAG) Highest adjacent (finished) grade next to building (HAG) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 6.02 9.30 N/A 5.81 6.17 6.02 6.53 N/A Check the measurement used. feet feet feet ® feet ® feet ® feet ® feet ® feet ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. l certify that the information on this Certificate represents my best efforts to interpret the data available.! understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? A Yes ❑ No Certifiers Name MIGUEL ESPINOSA License Number 5101 Title Company Name PROFESSIONAL SURVEYOR & MAPPER MIGUEL ESPINOSA LAND SURVEYING, INC. Address 10665 SW 190T Signature City STREET JITE 3110 MIAMI Date 4/29/2011 State FL Telephone (305) 740-3319 ZIP Code 33157 FEMA Form 81- 1, Mar 09 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 9901 N.E. 13 AVENUE City State ZIP Code. MIAMI SHORES, FL 33138 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent /company, and (3) building owner. Comments LATITUDE LONGTITUDE PER GOOGLE, ATTACHMENTS = BUILDING PICTURES Signature Date 4/29/2011 0 Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ® feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6 -9 with permanent flood openings provided in Section A Items 8 and /or 9 (see pages 8 -9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ® feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ® feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ® feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ® Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G — COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. 01. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the. Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA - issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Imp ovement 08. Elevation of as -built lowest floor (including basement) of the building: G9. BFE or (in Zone A0) depth of flooding at the building site: G10. Community's design flood elevation 0 feet ❑ meters (PR) Datum ® feet ❑ meters (PR) Datum 0 feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, Mar 09 Replaces all previous editions Building Photographs Continuation Page For Insurance Company Use: Building Street Address (including Apt., 9901 N.E. 13 AVENUE Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number City State ZIP Code MIAMI SHORES, FL 33138 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." Front View Building Photographs Continuation Page For Insurance Company Use: Building Street Address (including Apt, Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 9901 N.E. 13 AVENUE Policy Number City State ZIP Code MIAMI SHORES, FL 33138 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and 'Left Side View." sz% J 0) 14.20' 9,1494 TPA) 20' PARKWAY PHALT PAVEMENZfr7,,,, I.E. 13th AVE JUE rope • • ress: 9901 N.E. 13 AVENUE MIAMI SHORES, FL 33138 Notes: SEAWALL AND WOOD DOCK ENCROACH ALONG REAR LOT LINE. BRICK PARKWAY ENCROACH ALONG FRONT LOT LINE. AVAMECIMENMIZ: C,ERTMFYMAIMS SOUNDARY MANLY El A TRUE MO OFASURVEY 14ttiOlIR MY MECUM Tff 5Piihi THE MUM TECHRICAL . AS SETFBRTH SY771ESTATE OF FLOREMODUCIOF PROFESMCNAL Lam,. t iig. .a r -sq; 6lG17.S FLORIDA 70472.027. FtOMA R7iivamWiTI JtrARR#NE�«P 7Hi9IMP GI WM Vaituvrocur NOMMEN MIGUEL ESPINOSA LAND SURVEYING, INC. 10665 SW 190TH STREET SUITE 3110 MIAMI, FL 33157 PHONE: (305) 740 -3319 FAX: (305) 669 -3190 LB#: 6463 Survey: A -22094 Page 1 of 2 Not valid without all pages. PROPERTY LINE STRUCTURE CONC. BLOCK WALL -X--X- CHAIN-LINK FENCE OR WIRE FENCE - //-/F- W000 FENCE IRON FENCE EASEMENT CENTER UNE erMifitg W000 DECK CONCRETE ASPHALT BRICK / 11LE WATER APPROXIMATE EDGE OF WATER COVERED AREA TREE POWER POLE CATCH BASIN COUNTY UTILITY EASEMENT INGRESS / EGRESS EASEMENT UTILITY EASEMENT Surveyor's Legend FWD FOUND IRON PIPE / PIN AS NOTED ON PLAT LBg UCENSE # - BUSINESS LS$ LICENSE / - SURVEYOR CALL CALCULATED POINT SET SET PIN • CONTROL POINT • CONCRETE MONUMENT • BENCHMARK ELEV ELEVATION P.T. POINT OF TANGENCY P.C. POINT OF CURVATURE P.R.Y. PERMANENT REFERENCE MONUMENT P.C.C. POINT OF COMPOUND CURVATURE P.R.C. POINT OF REVERSE CURVATURE P.O.R. POINT OF BEOINNINO P.O.C. POINT OF COMMENCEMENT P.C.P. PERMANENT CONTROL POINT M FIELD MEASURED P PLATTED MEASUREMENT D DEED C CALCULATED LAKE OR LANDSCAPE MAW. ERIC. R.O.E. ROOF OVERHANG EASEMENT LM.0, B.R. A BAD. N.R. TYP. I.R. I.P. MAD PK NAIL D.H. 0.H.L TX CATV W.M. P/E CONC. OUT D.E. LAX. L.A.E BEARING REFERENCE CENTRAL ANGLE OR DELTA RADIUS OR RADIAL RADIAL TIE NON RADIAL TYPICAL IRON ROD IRON PIPE NAIL & DISK PARKER -KALON MAIL DRILL HOLE WELL FIRE HYDRANT MANHOLE OVERHEAD LINES TRANSFORMER CABLE TV RISER WATER METER POOL EQUIPMENT CONCRETE SLAB EASEMENT DRAINAGE EASEMENT LANDSCAPE BUFFER EASEMENT LIMITED ACCESS EASEMENT TEL U.P. A/0 S/W DWV SCR. GAR ENCL N.T.S. F.F. T.O.S. E.O.W. E.O.P 0.5.0. B.S.L S.T.L. R/W P.U.E. C.M.E. A.E. TELEPHONE FACILITIES UTILITY POLE ELECTRIC UTILITY BOX SEPTIC TAME ORMNTTELD AIR CONDITIONER SIDEWAUC DRIVEWAY SCREEN GARAGE ENCLOSURE NOT TO SCALE FINNIS500 FLOOR TOP OF BANK EDGE OF WATER EDGE OF PAVEMENT CONCRETE VALLEY GUTTER BURDINO SETBACK UNE SURVEY TIE UNE CENTER UNE RIGHT -OF -WAY PUBLIC UTILITY EASEMENT CANAL MMNTCHANCE EASEMENT ANCHOR EASEMENT 9901 N.E. 13 AVENUE MIAMI SHORES, FL 33138 L 0 C A T I O N M A P N 0 T T 0 s C A L E Community Number. Panel Number. Suffix: Date of Firm Index: Flood Zone: Base Flood Elevation: Date of Field Work: Date of Completion: MIAMI SHORES/ 120652 0306 L 9/11/2009 VE 11.0 4/28/2011 4/29/2011 General Notes :, 1. The Legal Description used to perform this survey was supplied by others. This survey does not determine or Is not to imply ownership. 2. This survey only shows above ground improvements. Underground utilities, footings, or encroachments are not located on this survey map. 3. If there is a septic tank, well, or drain field on this survey, the location of such items was shown to us by others and the information was not veritied. 4. Examination of the abstract of title will have to be made to determine recorded Instruments, if any, effect this property. The lands shown herein were not abstracted for easement or other recorded encumbrances not shown on the plat. 5. Wall ties are done to the face of the wall. 8. Fence ownership is not determined. 7. Bearings referenced to Iine noted B.R. 8. Dimensions shown are platted and measured unless otherwise shown. 9. No identification found on property comers unless noted. 10. Not valid unless sealed with the signing surveyors embossed seal. 11. Boundary survey means a drawing and/or graphic representation of the survey work performed in the field, could be drawn at a shown scale and/or not to scale. _ 12. Elevations if shown are based upon NGVD 1929 unless otherwise noted. 13. This is a BOUNDARY SURVEY unless otherwise noted. 14. This survey is exclusive for the use of the parties to whom It is certified. The certifications do not extend to any unnamed parties. , •- .�_..., SUN TRUST MORTGAGE, INC., . Its'successors and/or assigns as their interest may appear. ega •esc p on: • c • r 4, RECORDED IN PLAT BOOK 43, PAGE 80, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA ,, y,R • PRINTING INSTRUCTIONS: While viewing the survey in any Acrobat Reader, select the File Drop -down and select "Print" Select a color printer, if available, or at least one with 8.5" x 14" paper. Select ALL for Print Range, and the # of copies you would like to print out. Under the "Page Scaling" please make sure you have selected "None." Do not check the "AutoRotate and Center" button. Check the "Choose Paper size by PDF "checkbox. Click OK to Print. MIGUEL ESPINOSA LAND SURVEYING, INC. 10665 SW 190TH STREET SUITE 3110 MIAMI, FL 33157 PHONE: (305) 740 -3319 FAX: (305) 669 -3190 LB#: 6463 Survey: A -22094 Page 2 of 2 Not valid without all pages. \eL\ tG 1_4142k_ BUILDING PERMIT APPLICATION Fsc 20 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 ,--7-17-77 NOV 3021111 $Y: Permit No. Master Permit NaRC • i - l l • I63 '1 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): .S. art Pt 4.L.. Phone #: 30 5"• SOS S. X o Address: e�6/ ? ®1 Aid. 11-3, tee... City: eoJ iLer+v® .cdlk®C aeS State: FL- Zip: Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: 990/ A.14,- f e."4_ City: Miami Shores County: Folio/Parcel #: //3 .O S-0O9 dtk,O Is the Building Historically Designated: Yes Miami Dade Zip: 3313 V NO Flood Zone: CONTRACTOR: Company Name: !/00.014aaoav ,�taot� �p U - Phone#: 30 -• AG /'�7� Address: if ?' it 2 3 City: A. State: Qualifier Name: Phone #: State Certification or Registration #: (rr� &C - f CI 6 9 7 V Certificate of Competency #: Contact Phone#: 30S - 661 -? 7O Email Address: /L160 1E..rI& Do> ") toVaioi.la 'ILP . �ati►- DESIGNER: Architect/Engineer: , i co1't Phone #: 3O egg t y Zip: 33/6't Value of Work for this Permit. Type of Work: °Addition. Description of Work: Square/Linear Footage of Work: New °Repair/Replace Rovi‘,ti¢ .44/174/44- P/M4 s . - °Demolition * **:x:x:x**** * *** **** *** * *** ** *** *** Fees** * * ************ * *** ***** * * *** * * * ******* * *** Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ 12x6 —T TOTAL FEE NOW DUE $ 1 Oa DOMINION BUILDERS, LLC 4942 LeJeune Road, Suite 203, Coral Gables, Florida 33146 Office 305- 661 -2700, C II 305 -490 -1982, Fax 305- 397 -1188 eniail: mgeonignaniodominionbuild.com lP www.dominionbuild.com N,A I AME mL fLBCEN83C COCT491447£=3 >< A 8 CODE: DIE: Np (p em mom QO W ED @Mr LL DO@ADV/aRI A08;° C3M20tt8 0 s %tiding Company's Name (if applicable) Nf�!- Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) / %7r 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 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 %e a # , oved and a reinspection fee will be charged. Signature / /FA All _ Signature er or Agent Contractor The foregoing instrument was acknowledged before me this , day of ,20_.,by who is personally known to me or who has produced as identificati on and who did take an oath. NOTARY '" LIC: The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Ex KARI A DROPPER *= MY COMMISSION # EE032278 7� EXPIRES October 05, 2014 407 398.0103 Floddallota . = , Ice.com Sign: Print'' My ` ommxssi -`; .ix coMMISSION # EE032278 A°'� EXPIRES October 05, 2014 (407)398 -0153 Ftoridallo� •gym — ************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ******************************* * * ** * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY Plans Examiner Zoning (2-,f / 3/1/1 Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) 4 December 8, 2011 Chief Building & Structural Official Building Department of Miami Shores Village 10050 NE 2nd Avenue Miami Shores, Florida 33138 Project: Dr. Gropper Residence Building Address: 9901 NE 13th Ave., Miami Shores, Florida 33138 Gentlemen: DH' Structural Engineers pmg)--mmn DEC 0 8 2011 o As a result of our visual observation to the conditions at the existing flat roof and the existing 2x10 wood joists connections to the existing concrete tie beam, we concluded that additional strengthening is required as follows. Add Simpson- Strong -Tie strap type MSTA30 with (5) 10d nails into joist and (2)'/4" diameter tapcon screws with 1 ' /z" minimum embedment into the interior face of the concrete tie beam. Based on our professional judgment, the above remedy to the roof connections will mitigate the forces and conform with the current Florida Building Code. Sincere) . 2,701114 Daoud Iskartdar, P.E. FL P.E. #54813 S.I. #2049 113 E. Hallandale Bch Blvd Hallandale Beach, FL 33009 P: +1.305.285.7800 infocdhise.com December 13, 2011 Chief Building & Structural Official Building Department of Miami Shores Village 10050 NE 2nd Avenue Miami Shores, Florida 33138 Project: Dr. Gropper Residence Building Address: 9901 NE 13th Ave., Miami Shores, Florida 33138 Gentlemen: Below are the details for the roof plywood sheathing to be used. DHI Structural Engineers Plywood Roof Sheathing: A. Plywood roof sheathing shall be 5/8 ", exterior grade, sheathing, with 32/16 APA span rating. B. Edges of plywood panels shall be tongue -and- groove or continuously supported with wood subrafters spanning between primary framing members. C. Lay panels, continuous over two or more spans and with face grain perpendicular to primary framing members. End joints shall occur at center of primary framing member with both panels fastened to it. end joints shall be staggered D. Fasten plywood roof sheathing panels to all supporting members using 8dx2Y2" ring shank nails. Nail spacing shall be six - inches on center at all supports, except four - inches at roof perimeter. Based on our professional judgment, the above conform with the current Florida Building Code. Sincere /235.1) Daoud Iskandar, P.E. FL P.E. #54613 S.I. #2049 113 E. Hallandale Bch Blvd Hallandale Beach, FL 33009 P: +1.305.285.7800 info @dhise.com or, b A\.\ Structural Calculations (Supplemental) For: Dr. Gropper Residence 9901 NE 13th Ave. Miami, Florida 33138 November 11, 2011 1 of 12 113 E. Hallandale Bch. Blvd. Hallandale Beach, FL 33009 +1.305.285.7800 info @dhise.com www.dhise.com Dr. Gropper Residence 9901 NE 13th Ave. Miami, Florida 33138 TABLE OF CONTENTS PAGES 1. Wind Analysis (3 -6) 2. Wood Design (7 -12) To the best of my knowledge, this calculation package complies with Florida State Statute Rule 61015 -23. Sheets (1 -12) - November 11, 20.51 DAOUD ISNDAR, P.E. P.E. #54613 2of12 DHI Structural Engineers JOB TITLE Gropper Residence 113 E. Hallandale Beach Blvd Hallandale Beach, FL 33009 JOB NO. SHEET NO. 305- 285 -7800 CALCULATED BY DI DATE 9/8/11 info@dhise.com CHECKED BY DATE Ver 9.05.17 www.struware.com STRUCTURAL CALCULATIONS FOR Gropper Residence Miami, FL 3of12 Dill Structural Engineers 113 E. Hallandale Beach Blvd Hallandale Beach, FL 33009 305- 285 -7800 info(iyhise.com JOB TITLE Gropper Residence JOB NO. SHEET NO. CALCULATED BY DI DATE 9/8/1 I CHECKED BY DATE ---------- Code Search L Code: Florida Building Code 2007 - High Velocity Zone 1L Occupancy: Occupancy Group = 111. Type of Construction: Fire Rating: Roof = Floor = R Residential 1.0 hr 2.0 hr IV. Live Loads: Roof angle (0) 0.00 12 0.0 deg Roof 0 to 200 sf: 30 psf 200 to 600 sf: 30 psf over 600 sf: 30 psf Glass areas of greenhouse roof 15 psf V. Floor Stairs & Exitways Balcony / Deck Mechanical Partitions Wind Loads : ASCE 7 - 05 Importance Factor Basic Wind speed Directionality (Kd). Mean Roof Ht (h) Parapet ht above grd Exposure Category Enclosure Classif Internal pressure Building length (L) Least width (B) Kb case 1 Kb case 2 40 psf 100 psf 100 psf N/A 20 psf 1.00 145 mph 0.85 25.0ft 25.0 ft c Enclosed Building +1 -0.18 72.8 ft 71.0 ft 0.945 0.945 Topographic Factor (Kzt) Topography Hill Height (H) Half Hill Length (Lh) Actual H/Lh = Use H/Lh Modified Lh = From top of crest: x= Bldg up /down wind? Flat 0.0 ft 0.0 ft 0.00 0.00 0.0 n 0.011 downwind H/Lh= 0.00 x/Lh = 0.00 z/Lh = 0.00 At Mean Roof Ht: Kzt = (1 +K1K2K3) ^2 = H< 15ft;exp C Kzt =1.0 Ki = 0.000 K, = 0.000 K3= 1.000 1.000 4of12 www.struware.com ESCARPMENT Speed -up x(dow hind) 2D RIDGE or 3D AXISYMMETRICAL HILL DHI Structural Engineers JOB TITLE Gropper Residence 113 E. Hallandale Beach Blvd Hallandale Beach, FL 33009 JOB NO. SHEET NO. 305 -285 -7800 CALCULATED BY DI DATE info @dhise.com CHECKED BY DATE V. Wind Loads - Components & Cladding: Buildings i 60' & Alternate design 60' <h <90` Kz = Kb (case 1) = 0.95 GCpi = +1 -0.18 NOTE: If tributary area is greater than Base pressure (qh) = 43.2 psf a = 7.1 fi 700sf. MWFRS pressure may be used. Minimum parapet height at building perimeter = 3.0 ft Roof Area Negative Zone 1 Negative Zone 2 Negative Zone 3 Positive Zone 1 Positive Zones 2 & 3 Overhang Zone 1 &2 Overhang Zone 3 Walls Area Negative Zone 4 Negative Zone 5 Positive Zone 4 & 5 Parapet Roof Angle = 0.0 deg Type of roof = Gable GCp +/- GCpi Surface Pressure (pst) User input 10 sf 50 sf 100 sf 10 sf 50 sf 100 sf 20 sf 70 sf -1.18 -1.11 -L08 -51.0 psf -48.0 psf -46.7 psf -49.7 psf -47.4 psf -L98 -1.49 -1.28 -85.6 psf -64.5 psf -55.4 psf -76.5 psf -60.0 psf -1.98 -1.49 -1.28 -85.6 psf -64.5 psf -55.4 pst -76.5 psf -60.0 psf 0.48 0.41 0.38 20.8 psf 17.7 psf 16.4 psf 19.5 psf 17.1 psf 1.08 0.97 0.92 46.7 psf 41.9 psf 39.8 psf 44.6 psf 40.9 psf -1.70 -1.63 -1.60 -73.5 psf -70.5 psf -69.2 psf -72.2 psf -69.9 psf -1.70 -1.63 -1.60 -73.5 psf -70.5 psf -69.2 psf -72.2 psf -69.9 psf Negative zone 3 = zone 2, since parapet >= 3ft. GCp +/- GCpi Surface Pressure (psf) User input 10 sf 100 sf 500 sf 10 sf 100 sf 500 sf 50 sf 72 sf -1.17 -1.01 -0.90 -50.6 psf -43.7 psf -38.9 psf -45.8 psf -44.7 psf -1.44 -1.12 -0.90 -62.3 psf -48.5 psf -38.9 psf -52.7 psf -50.5 psf 1.08 0.92 0.81 46.7 psf 39.8 psf 35.0 psf 41.9 psf 40.8 psf Note: GCp reduced by 10% due to roof angle <= 10 deg. qp = 43.2 psf CASE A = pressure towards building CASE B = pressure away from building Solid Parapet Pressure Surface Pressure • f) laser input 10 sf 100 sf 500 sf 50 sf CASE A : Interior zone : - Corner zone : 116.8 psf 116.8 psf 79.6 ps 79.6 ps 74.8 psf 74.8 psf 90.8 psf 90.8 psf CASE B : Interior zone : Comer zone : -81.7 psf -93.4 psf -68.0 ps -72.8 psf -58.4 psf -58.4 psf -72.1 psf -79.0 psf Rooftop Structures & Equipment Dist from mean roof height to centroid of Af = Height of equipment (he) _ Cross - Section Square Directionality (Kd) 0.90 Width (D) 10.0 ft Type of Surface N/A Square (wind along diagonal) Cf= 1.01 Cf= 1.31 Af= 10.0 sf At= 10.0 sf Adjustment Factor (Adj) = 1.90 Adjustment Factor (Adj) = 1.900 F = qz G Cf Af Adj= 80.0 Af F = qZ G Cf Af Adj= 103.9 Af F = 800 lbs F = 1039 1bs 10.011 15.0 fi Gust Effect Factor (G) _ Base pressure (qz) _ 0.85 54.6 Kd psf h/D = 1.50 Square (wind normal to face) 5 of 12 DH1 Structural Engineers 113 E. Hallandale Beach Blvd Hallandale Beach, FL 33009 305-285-7800 info@dhise.com JOB TITLE Gropper Residence JOB NO. SHEET NO. CALCULATED BY DI DATE CHECKED BY DATE Location of Wind Pressure Zones aLT4 0 0 p.) (D, (r) (2) 0 5_ 7 degrees and Monoslope_ 3 degrees a Monoslope roofs 10° <0 30° aL Monoslope roofs 3°<0 5_ 10° a a 7 <0 5_ 45 degrees 6 of 12 7 <0 < 27 degrees o Works od COMPANY DHI Structural Engineers . 305- 285 -7800 Nov. 9, 2011 21:25:36 PROJECT roof outriggers.wwb imv4er fr,M WOOD WOO? : Design Check Calculation Sheet Sizer 2002a LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Start End Location [ft] Start End Pattern Load? D L W Dead Live Wind Full Area Full Area Full Area 25.00 (16.0)* 30.00 (16.0)* -85.60 (16.0)* No Yes No *Tributary Width (in) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : A 0' 4' -3" 8'-6" Dead Live Uplift Total Bearing: Length 85 85 85 314 340 770 654 1.0 1.0 0.0 Lumber -soft, S. Pine, No.2, 2x10" Spaced at 16" c/c; Self Weight of 3.6 pit automatically included in loads; Lateral support: top = full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Load combinations: ASCE 7 -98; SECTION vs. DESIGN CODE NDS -1997: ( stress =psi, and in ) Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Bending( -) Deflection: Interior Live Total Cantil. Live Total fv @d = 29 fb - 459 fb = 390 Fv' = 90 Fb' = 1932 Fb' = 1115 fv /Fv' = 0.32 fb /Fb' = 0.24 fb /Fb' = 0.35 0.01 = <L/999 0.01 - <L/999 0.11 = L/449 0.06 = L/794 0.21 - L/240 0.28 = L /180 0.43 = L /120 0.57 = L /90 0.04 0.02 0.27 0.11 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb' += 975 1.60 1.00 1.00 1.000 1.08 1.000 1.00 1.15 4 Fb' -= 975 1.00 1.00 1.00 0.924 1.08 1.000 1.00 1.15 2 Fv' = 90 1.00 1.00 1.00 2 Fcp'= 565 1.00 1.00 - E' = 1.6 million 1.00 1.00 4 Bending( +): LC# 4 = .6D +W, M = 818 lbs -ft Bending( -): LC# 2 = D +L, M = 695 lbs -ft Shear : LC# 2 = D +L, V = 327, V @d = 268 lbs Deflection: LC# 4 = .6D +W EI= 158.29e06 lb -in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D =dead L =live S =snow W =wind I= impact C= construction CLd= concentrated) (All LC's are listed in the Analysis output) (Load Pattern: s =S/2, X =L +S or L +C, _=no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NOS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 7of12 8of12 00 \A/o scaaaas ,t � e €a�BD � ks® IG COMPANY 305- 285 -7800 Nov. 9, 2011 18:3522 PROJECT roof comer outrigger.wwb Design Check Calculation Sheet Sizer 2002a LOADS: (tbs, psf, or pif ) Load Type Distribution Magnitude Start End Location [ft] Start End Pattern Load? D L W W2 D2 L2 Dead Live Wind Wind Dead Live Triangular Triangular Triangular Partial Area Partial Area Partial Area 198.0 0.0 238.0 0.0 -525.0 0.0 -65.90 (3.00)* 25.00 (3.00)* 30.00 (3.00)* 6.50 13.00 6.50 13.00 6.50 13.00 0.00 6.50 0.00 6.50 0.00 6.50 No Yes No No No Yes *Tributary Width (ft) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : D a 0' 6'-6" 13' Dead Live Uplift Total Bearing: 29 293 229 322 1242 1324 2116 2566 Length 1.0 1.0 0.0 Lumber n -ply, S. Pine, No.2, 2x10 ", 3 -Plys Self Weight of 10.79 ptf automatically included in loads; Lateral support: top = full, bottom= at supports; Load combinations: ASCE 7 -98; SECTION vs. DESIGN CODE NDS -1997: ( stress =psi, and in ) Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Bending( -) Deflection: Interior Live Total Cantil. Live Total fv @d = 42 fb = 492 fb = 617 Fv' = 90 Fb' = 1680 Fb' = 1045 fv /Fv' - 0.47 fb /Fb' = 0.29 fb /Fb' = 0.59 0.02 = <L/999 0.01 = <L/999 0.29 = L/271 0.12 = L/650 0.22 = L/360 0.43 = L /180 0.43 = L/180 0.87 = L /90 0.11 0.02 0.66 0.14 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC4 Fb' += -9-75 1.60 1.00 1.00 1.000 1.08 1.000 1.00 1.00 4 Fb' -= 975 1.00 1.00 1.00 0.995 1.08 1.000 1.00 1.00 2 Fv' - 90 1.00 1.00 1.00 2 Fcp'= 565 1.00 1.00 - E' = 1.6 million 1.00 1.00 4 Bending( +): LC4 4 = .6D +W, M = 2632 lbs -ft Bending( -): LC# 2 = D +L, M = 3298 lbs -ft Shear : LC# 2 = D +L, V = 1487, V @d = 1165 lbs Deflection: LC4 4 = .6D +W E17 _158.29e06 lb -in2 /ply Total Deflection = 1.50 (Dead Load Deflection) + Live Load Deflection. (D =dead L =live S =snow W =wind I= impact C= construction CLd= concentrated) (All LC's are listed in the Analysis output) (Load Pattern: s =S /2, X =L +S or L+C, •no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 4. BUILT -UP BEAMS: it is assumed that each ply is a single continuous member (that is, no butt joints are present) fastened together securely at intervals not exceeding 4 times the depth and that each ply is equally top - loaded. Where beams are side - loaded, special fastening details may be required. 8of12 9 of 12 WoodWo , WC,00 k ® oosr N COMPANY DHI Structural Engineers . 305- 285 -7800 Nov. 8, 2011 23:35:14 PROJECT roof beam.wwb Design Check Calculation Sheet Sizer 2002a LOADS: (tbs, psf, or plf ) Load Type Distribution Magnitude Start End Location Eft] Start End Pattern Load? D L W2 Dead Live Wind Full Area Full Area Full Area 25.00 (2_50)* 30.00 (2.50)* -69.00 (2.50)* No Yes No *Tributary Width (ft) MAXIMUM REACTIONS (tbs) and BEARING LENGTHS (in) : A A 0' 4' -3" 27-3" 26`-6" Dead Live Uplift Total Bearing: Length 971 1031 1646 2002 971 1031 1646 2002 0.0 1.0 1.0 0.0 Lumber n -ply, S. Pine, No.2, 2x10 ", 3 -Plys Self Weight of 10.79 pif automatically included in loads; Lateral support top = full, bottom= at supports; Load combinations: ASCE 7 -98; WARNING: Member length exceeds typical stock length of 18.0 [ft] This section FAILS the design check WARNING: This section violates the following design criteria: Deflection SECTION vs. DESIGN CODE NDS -1997: ( stress =psi, and in ) Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Bending( -) Deflection: Interior Live Total Cantil. Live Total fv @d = 45 fb = 999 fb = 731 Fv' = 90 Fb' = 1050 Fb' = 1641 fv /Fv' = 0.50 fb /Fb' = 0.95 fb /Fb' = 0.45 0.72 = L /300 0.32 = L/677 0.46 - L /109 0.21 = L/247 0.90 = L/240 1.20 = L/180 0.42 = L/120 0.57 = L /90 0.80 0.27 1.09 0.36 ADDITIONAL DATA: FACTORS: F CD CM et CL CF CV Cfu Cr LC# Fb' += 975 1.00 1.00 1.00 1.000 1.08 1.000 1.00 1.00 6 Fb' -= 975 1.60 1.00 1.00 0.977 1.08 1.000 1.00 1.00 4 Fv' = 90 1.00 1.00 1.00 7 Fcp'= 565 1.00 1.00 - E' = 1.6 million 1.00 1.00 4 Bending( +): LC# 6 = D +L (pattern: L_), M = 5344 lbs -ft Bending( -): Leif 4 = .6D +W, M = 3909 lbs -ft Shear : LC# 7 = D +L (pattern: LL ), V =---1372, V @d = 1258 lbs Deflection: LC# 4 = .6D +W El= 158.29e06 lb -in2 /ply Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L =live S =snow W =wind I= impact C= construction CLd= concentrated) (All LC's are listed in the Analysis output) (Load Pattern: s =S /2, X =L +S or L +C, =no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 4. BUILT -UP BEAMS: it is assumed that each ply is a single continuous member (that is, no butt joints are present) fastened together securely at intervals not exceeding 4 times the depth and that each ply is equally top - loaded. Where beams are side - loaded, special fastening details may be required. 9 of 12 00do 4,0 ks r COMPANY WI Structural Engineers . 305 -285 -7800 Nov. 9, 2011 11 :48:56 PROJECT Cropper Residence Miami FL Floor beam.wwb Design Check Calculation Sheet Sizer 2002a LOADS: (lbs, psf, or pif ) Load Type Distribution Magnitude Start End Location fft] Start End Pattern Load? D L PD PL Dead Live Dead Live Full Area Full Area Point Point. 25.00 (1.33)* 40.00 (1.33)* 250 400 2.50 2.50 No No No No *Tributary Width (ft) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 1 ,6 0' 14' -11" Dead Live Total Bearing: Length 510 730 1241 344 464 808 1.0 1.0 Lumber n -ply, S. Pine, No.2, 2x10 ", 2-Plys Self Weight of 7.19 pif automatically included in Toads; Lateral support: top = full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Load combinations: ASCE 7 -98; SECTION vs. DESIGN CODE NDS -1997: ( stress =psi, and in ) Criterion Analysis Value Design Value Analysis /Design Shear Bending(+) Live Defl'n Total Defl'n fv @d = 63 fh = 977 0.26 = L/686 0.54 - L/329 Fv' = 90 Fb' = 1050 0.50 = L/360 0.99 = L /180 fv /Fv' = 0.70 fb /Fb' = 0.93 0.52 0.55 ADDITIONAL DATA: FACTORS: F CD CM Ct. CL CF CV Cfu Cr LC# Fb' += 975 1.00 1.00 1.00 1.000 1.08 1.000 1.00 1.00 2 Fv' = 90 1.00 1.00 1.00 2 Fcp'= 565 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 Bending( +): LC# 2 = D +L, M = 3485 lbs -ft Shear : LC# 2 = D +L, V = 1241, V @d = 1168 lbs Deflection: LC# 2 = D+L EI= 158.29e06 lb -in2 /ply Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D =dead L =live S =snow W =wind I= impact C= construction CLd= concentrated) (All LC's are listed in the Analysis output.) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application_ 2. Sawn (umber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 3. BUILT -UP BEAMS: it is assumed that each ply is a single continuous member (that is, no butt joints are present) fastened together securely at intervals not exceeding 4 times the depth and that _ - each ply is equally top - loaded. Where beams are side - loaded, special fastening details may be required. 10 of 12 WoodWorks COMPANY DI-II Structural Engineers . 305- 285 -7800 Nov. 9, 2011 20:36:52 PROJECT Gropper Residence Miami FL Floor beam- 26.wwb z .. Design Check Calculation Sheet Sizer 2002a LOADS: (tbs, psf, or pif ) Load Type Distribution Magnitude Start End Location (ft] Start End Pattern Load? PD PL D L Dead Live Dead Live Point Point Point. Point 250 400 250 400 1.33 2.67 2.67 1.33 No No No No MAXIMUM REACTIONS llbsl and BEARING LENGTHS tint 0' 4' Dead Live Total Bearing: Length 259 400 659 259 400 659 1.0 1.0 Lumber n -ply, S. Pine, No.2, 2x6 ", 2 -Plys Self Weight of 4.28 plf automatically included in loads; Lateral support: top = full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Load combinations: ASCE 7 -98; SECTION vs. DESIGN CODE NDS -1997: ( stress =psi, and in ) Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Live Defl'n Total Defl'n fv @d = 60 fb = 692 0.02 = <L/999 0.05 = <L/999 Fv' - 90 Fb' = 1250 0.13 = L/360 0.27 = L /180 fv /Fv' = 0.66 fb /Fb' = 0.55 0.18 0.17 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb' += 975 1.00 1.00 1.00 1.000 1.28 1.000 1.00 1.00 2 Fv' = 90 1.00 1.00 1.00 2 Fcp'= 565 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 Bending( +): LCf 2 = D +L, M = 872 lbs -ft .- Shear : LC# 2 = D +L, V = 659, V @d = 657 lbs Deflection: LCI 2 = D +L EI= 33.27e06 lb -in2 /ply Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. {D =dead L =live S =snow W =wind I- impact C= construction CLd= concentrated} (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4:9. 3. BUILL-UP BEAMS: it is assumed that each ply is a single continuous member (that is, no butt joints are present) fastened together securely at intervals not exceeding 4 times the depth and that each ply is equally top - loaded. Where beams are side - loaded, special fastening details may be required. 11 of 12 • 00d o 5VO A O WO ks' aaaOEVCS COMPANY DHI Structural Engineers 305- 285 -7800 Nov. 11, 2011 10:45:00 PROJECT Cropper Residence Miami FL Floor beam- 24.wwb Design Check Calculation Sheet Sizer 2002a LOADS: (ibs, psf, or pif ) Load Type Distribution Magnitude Start End Location (ft) Start End Pattern Load? D L Dead Live Full Area Full Area 25.00 (1.33)* 30.00 (1.33)* No No *Tributary Width (ft) MAXIMUM IZEA ^Ttntwto its-% ...,...t rtP-A rstt.ti, 1 rwtr.,rt to r.,.t . L6 a 0' 2'-8° Dead Live Total Bearing: Length 46 53 99 46 53 99 1.0 1.0 Lumber n -ply, S. Pine, No.2, 2x4 ", 1 -ply Self Weight of 1.36 pif automatically included in Toads; Lateral support: top = full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Load combinations: ASCE 7 -98; SECTION vs. DESIGN CODE NDS -1997: ( stress =psi, and in ) Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Live Defl'n Total Defl'n fv @d = 22 fb = 260 0.01 = <L/999 0.01 = <L/999 Fv' = 90 Fb' = 1500 0.09 = L/360 0.18 = L /180 fv /Fv' = 0.25 fb /Fb' = 0.17 0.06 0.07 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb' += 975 1.00 1.00 1.00 1.000 1.54 1.000 1.00 1.00 2 Fv' = 90 1.00 1.00 1.00 2 Fcp'= 565 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 Bending( +): LC# 2 = D +L, M = 66 lbs -ft Shear : LC# 2 = D +L, V = 99, V @d = 78 lbs - Deflection: LC# 2 - D +L EI= 8.57e06 lb -in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D =dead L =live S =snow W =wind I= impact C= construction CLd= concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 12 of 12 BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315.2590 F (786) 315 -2599 www.miamislade .ear /kuiidinaaditame/asq PGT Industries 1070 Technology Drive, Nokomis, F1.34275 SCOPE: iDt !2.83.1\ 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 BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: PGT Series Aluminum Clipped Mullion- L.M.I. APPROVAL DOCUMENT: Drawing No. 6262JR, titled "Impact- Resistant Aluminum Mullion ", sheets 1 through 18 of.18, prepared by manufacturer, dated 12/13 /10 and last revised on 05/06/11, signed and sealed by Anthony L. Miller, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See Design Pressure (DP) Ratings per tables sheets 5 thru 18 (mullion type, span, opening and clips) 2. See applicable anchors, installation, limitations and mullion attachment to the substrates per sheet 1 thru 4. 3. DP ratings are based on mullion loading types selected and approved Fenestration Products contribution. 4. Lower DP of mullions or Fenestration products shall control for the entire system. 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 consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. I: b ► D • COUNTY APPROVED NOA No 10- 0819.05 Expiration Date: May 26 , 2016 Approval Date: May 26, 2011 Page 1 POT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 6262JR, titled "Impact- Resistant Aluminum Mullion ", sheets 1 through 18 of 18, prepared by manufacturer, dated 12/13/10 and last revised on 05/06/11, signed and sealed by Anthony L. Miller, 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, TAS 202 -94 along with marked -up drawings and installation diagram of Clipped Aluminum Mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL. 6443 (samples A- I thru E- 1), dated 02- 28 -11, signed and sealed by Marlin D. Brinson, P. E. • (The above test report has an addendum letter dated 05- 05 -11, issued by FTL, signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by PGT, dated 08/13/10, 01/04/11 and last revised on 05- 06 -11, signed and sealed by Anthony L. Miller, P.E. 2. Glazing complies w/ ASTME- 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by PGT, dated 03/14/11, signed and sealed by Anthony L. Miller, P.E. 2. Statement letter of lab compliance, as, part of above test report. G. OTHER 1. Test proposal # 10- 1070 -R, dated 01/07/11 approved by BNC. E -1 CP IAA 1_14001v Ishaq I. Chanda, P.E. Product Control Examiner NOA No 10- 0819.05 Expiration Date: May 26, 2016 Approval Date: May 26, 2011 SUITABLE FOR ALL LOCATIONS REQUIRING NON - IMPACT OR LARGE AND SMALL MISSILE IMPACT-'RESISTANT PRODUCTS FIGURE 1: MULTIPLE MULLIONS SEE DETAILS A THRU G SHEETS29 7 ---'s. SEE DETAILS INSCRIBED I A -D.G.H: SHAPE ENOUL SHEETS 23 SHAPE :'� ' 4 zi .. >11/ \. /' `` l DETAILS G: / SHEETS 2-3 11 I oFEN uu IZC HoREN FDI �/ SHEET E, SHEETS FENESTRATION PRODUCTS MAY 1 BE OF ANY TYPE MUBTBE /� MANUFACTURED BY POT. /SEE DETAILS HORIZONTAL A- D.G.H: MULL BHEETS2.3 LF7NOTH HORIZONTAL MULL ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: ....j MLUU. H I* I--- OPENING-1 OPENING FORVERTiCAL MULL A ARCHES To M ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: ....j MLUU. H I* I--- OPENING-1 SINGLE MULLION SINGLE MULLION SEE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE. t•--HORIZ. MULL LENGTH —.1 E AL MULTIPLE MULLIONS GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MUWON ONLY. ANCHORS SHOWN ARE IN ADDR1ON TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION I8 UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS I8 CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLS HAVE BEEN TESTED AS °FREE - FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULL CUPS. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MUWONS ARE CALCULATED TO DEFLECT NO MORE THAN 0180. THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. THE CENTER-TO-CENTER HOLE DISTANCE IN MULL CUPS HAVE BEEN SPACED TO ALLOW FOR THE FULL ANCHOR LOAD. 4) THE MUWONS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2007 EDITION. SECTION 1828. MULLIONS ARE APPROVED FOR IMPACT AND NON - IMPACT APPLICATIONS AND ARE IN COMPLIANCE FOR USE IN THE HVHZ. MUWONS ARE ONLY TO BE USED WITH POT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 5) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND 1S BEYOND THE SCOPE OF THESE INSTRUCTIONS. 8) USE THE COMBINED SPAN OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 18. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 7) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLES). 8) ANCHOR EMBEDMENTTO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 9) REFERENCE: TEST REPORTS: FTL- 8443; ELCO ULTRACON(CRE TEFLEX NOAS: ANSVAF&PA NDS2005 FOR WOOD CONSTRUCTION: ADM -2005 ALUMINUM DESIGN MANUAL INSTRUCTIONS: 1) DETERMINE DESIGN PRESSURE REQUIREMENT FOR THE STRUCTURE. 2) DETERMINE THE DESIGN PRESSURE FOR THE MULLION USING THE ENCLOSED TABLES. THIS DESIGN PRESSURE MUST MEET OR EXCEED THE VALUE FROM STEP 1. IF DIFFERENT MULLION TYPES ARE USED IN AN ASSEMBLY, MULTIPLE TABLES WILL NEED TO BE EVALUATED. FOR MULTIPLE MULUONS, THE LOWEST DESIGN PRESSURE SHALL APPLY TO ALL MUWONS. 3) DESIGN PRESSURE FROM STEP 2 REQUIRES THAT THE PRODUCT BE INSTALLED IN ACCORDANCE WITH THIS SHEETSET. 4) VERIFY THE DESIGN PRESSURE FOR THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MUWONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY.. SEE EXAMPLES ON SHEET 18. GENERAL NOTES__—.-- INSIRUCTIONB .....................1 ELEVATIONS... 1 MULL TO 2X WOE............... 2 MULL TO 1X & MASONRY._........ 2 INSTALLATION NOTES................. 2 MULL TO MASONRY 3 MULL TO STEEL STUD._............... 3 MULL TO MU I .. ....3 ANCHOR SPECS....................M..3 ALTERNATATE t8___....._..»4 BAY MULL INSTALLATION....._..4 1X2X.125 MULL SPECS........ —.5 1 X 2 X .375 MULL SPECS.__.......8 1 X 278X.375 KILL 8PEC8....... -7 1 X 2.75X.88 MULL SPECS............8 1 X 3.125 X.500 MULL SPECS_....0 125X 3.1138X .288 MULL SPECS-10 IX4X.125 MULL SPECS.......__11 IX 4 X .375 MULL SPECS.._..........12 2X4X25 MULL SPECS......._......19 2X8X.25 MULL SPEC&............14 128 X 2.11 X.125 MULL SPECS—. 15 30° X 3.25 BAY MULL SPECS__.... 10 48° X 328 BAY MULL SPECS........ 11 EXAMPLES 18 2...................._»_.18 1 Ix a to 1 1 Approved ac complpig *LIB tM DEM NOM �D8 /Y•�OS MOW Orate Product Contra, r / M SINGLE MULLION SINGLE MULLION SEE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE. t•--HORIZ. MULL LENGTH —.1 E AL MULTIPLE MULLIONS GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MUWON ONLY. ANCHORS SHOWN ARE IN ADDR1ON TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION I8 UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS I8 CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLS HAVE BEEN TESTED AS °FREE - FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULL CUPS. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MUWONS ARE CALCULATED TO DEFLECT NO MORE THAN 0180. THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. THE CENTER-TO-CENTER HOLE DISTANCE IN MULL CUPS HAVE BEEN SPACED TO ALLOW FOR THE FULL ANCHOR LOAD. 4) THE MUWONS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2007 EDITION. SECTION 1828. MULLIONS ARE APPROVED FOR IMPACT AND NON - IMPACT APPLICATIONS AND ARE IN COMPLIANCE FOR USE IN THE HVHZ. MUWONS ARE ONLY TO BE USED WITH POT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 5) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND 1S BEYOND THE SCOPE OF THESE INSTRUCTIONS. 8) USE THE COMBINED SPAN OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 18. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 7) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLES). 8) ANCHOR EMBEDMENTTO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 9) REFERENCE: TEST REPORTS: FTL- 8443; ELCO ULTRACON(CRE TEFLEX NOAS: ANSVAF&PA NDS2005 FOR WOOD CONSTRUCTION: ADM -2005 ALUMINUM DESIGN MANUAL INSTRUCTIONS: 1) DETERMINE DESIGN PRESSURE REQUIREMENT FOR THE STRUCTURE. 2) DETERMINE THE DESIGN PRESSURE FOR THE MULLION USING THE ENCLOSED TABLES. THIS DESIGN PRESSURE MUST MEET OR EXCEED THE VALUE FROM STEP 1. IF DIFFERENT MULLION TYPES ARE USED IN AN ASSEMBLY, MULTIPLE TABLES WILL NEED TO BE EVALUATED. FOR MULTIPLE MULUONS, THE LOWEST DESIGN PRESSURE SHALL APPLY TO ALL MUWONS. 3) DESIGN PRESSURE FROM STEP 2 REQUIRES THAT THE PRODUCT BE INSTALLED IN ACCORDANCE WITH THIS SHEETSET. 4) VERIFY THE DESIGN PRESSURE FOR THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MUWONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY.. SEE EXAMPLES ON SHEET 18. GENERAL NOTES__—.-- INSIRUCTIONB .....................1 ELEVATIONS... 1 MULL TO 2X WOE............... 2 MULL TO 1X & MASONRY._........ 2 INSTALLATION NOTES................. 2 MULL TO MASONRY 3 MULL TO STEEL STUD._............... 3 MULL TO MU I .. ....3 ANCHOR SPECS....................M..3 ALTERNATATE t8___....._..»4 BAY MULL INSTALLATION....._..4 1X2X.125 MULL SPECS........ —.5 1 X 2 X .375 MULL SPECS.__.......8 1 X 278X.375 KILL 8PEC8....... -7 1 X 2.75X.88 MULL SPECS............8 1 X 3.125 X.500 MULL SPECS_....0 125X 3.1138X .288 MULL SPECS-10 IX4X.125 MULL SPECS.......__11 IX 4 X .375 MULL SPECS.._..........12 2X4X25 MULL SPECS......._......19 2X8X.25 MULL SPEC&............14 128 X 2.11 X.125 MULL SPECS—. 15 30° X 3.25 BAY MULL SPECS__.... 10 48° X 328 BAY MULL SPECS........ 11 EXAMPLES 18 2...................._»_.18 1 Ix a to 1 1 Approved ac complpig *LIB tM DEM NOM �D8 /Y•�OS MOW Orate Product Contra, DETAIL k MULLION TO 2X WOOD BUCK OR WOOD FRAMING EITHER THE STANDARD OR OFFSET MULL CLIP MAYBE INSTALLED BY THIS METHCC. MULLION DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY MULLION SEE SHEETS 617 FOR FEE LOCATIONS EDGE DITANCE FORGO= SCREWS 230' MAX FOR ALL MULLIONS MULLION BUCXSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1, SHEET 1. TYP. ANCHOR PER SUBSTRATE, SEE TABLE B, SHEETS CONCRETE OR CMU • EDGE DISTANCE FOR MASONRY ANCHORS EXTERIOR TYP.ANCHOR PER SUBSTRATE, Lr 7-SEE TABLED. SHEET 3 EDGE/END DISTANCE SEE TABLE B. SHEET MIN 2.71491 CONCRETE OR CMU FRONT VIEW • MIN 2.7.103I CONCRETE OR CMU SIDE VIEW EDGE DISTANCE FOR MASONRY ANCHORS TYP. ANCHOR PER SUBSTRATE SEE TABLE B. SHEET 3 INSTALLATION NOTES: 1) FOR MASONRY APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO ULTRACON ANCHOR OR ELCO 1/4" CRETE-FLEX MASONRY ANCHORS PER TABLE B, SHEET 3. 2) FOR WOOD OR METAL APPLICATIONS USE ANCHORS PER TABLE B, SHEET 3. 3) ANCHOR EMBEDMENTTO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4) GUAM-fry OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANc HOR CAPACITY 1S BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A•D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 5)ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. THE ANCHOR HOLES IN THE STANDARD AND OFFSET MULL CLIP MAY BE COUNTERSUNK. EMBEDMENT ':`;' •.e TABLE A, PARTS Bt1CKBTRIP AND ATTACHMENT BY OTHERS, SEE NOTE 1. SHEET 1. Y 1 •: .:i EDGE DISTANCE, SEETABLE B. SHEET SIDE VIEW EITHER THE STANDARD OR OFFSET MULL CLIP MAYBE INSTALLED BY THISAQETHOD. MIN 2.7 KM CONCRETE ORCMU FRONT VIEW Mull Dimension PST Putt/ Mullion Standard Clip Offset Clip ' U•Ctmmrel 1 X2 X.128 88605 886113M 8681118M 688243M 1 X2X.375 886008 688114M 868111910 86824410 1 X275 X.375 86607 68811510 8881120M 686245M 1 XZ75 X.88 88808 68811810 8861121M 88824810 1 X3.125 X.500 88837M 8881118M 886111410 5882410 1.25X3.185 X.288 8864110 6681117/0 868111310 5862410 1 X4 X.125 69384 888111M 8661122M 888241M 1 X4 X.375 86610 8811210 8681123M 866242M 2X4X.25 88802 88828110 N/A 88827110 2 X B X:25 88804 888262/3 NIA 86272M 1.28 X2.11 X.126 89370 868323M NIA N/A 30 Degree 86849 88832410 NIA WA 48 Degree 66850 88832510 NIA NIA m < z O z U o P Z PJ 151 NAA5 Miami Dude PswInet Bs crI41 \.NtHU1111, ‘‘\`N4 LYNN . * : ND. 8865 it StK %� ••••.fi.. UNi.. cry? ' // .',IION'�P�LSy.'. s's A LYNkMILLCrc, P.E. FL P.E.# 58705 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE EITHER THE STANDARD OR OFFSET MULL CLIP MAY BE INSTALLED BY THIS METHOD. ULUON TYP. ANCHOR PER SUBSTRATE, SEE TABLES, THISSHEET EDGE DISTANCE FOR MASONRY ANCHORS MIN 2.7 KM CONCRETEOR CMU FRONT VIEW TABLE 9, ANCHORS /MP.ANCHOR PER SUBSTRATE, SEE TABLES, THIS MEET EDGE ...., DISTANCE SEE TABLED, MIN 2.KSI CONCRETE OR CMU THIS SHEET SIDE VIEW # Substrate Anchor Minimum Embedment Min. Edge Distance A Concrete (min. 2.7 ksl) 1/4° Eke UltraCon 1.3/8" 2 -1/2" Concrete (min. 3.35 ksl) 114" Etc* Crete -Flex SS4 1-3/4° 2 -1/2' Ungrouted CMU (ASTIVI C.90) 1/4° Elco Ultra Con 1 -1/4° 2 -1/2" 1/4° Eico Crete -Flex SS4 1 -1/4° 2 -1/2° B Concrete (min. 2.7 ks) 1/4" Elco UltraCon 1-3/8" . 1" Concrete (min. 3.35 ksl) 1/4° Elco Crete -Flex SS4 1 -314" 1" Urgrouted CMU (ASTM C-90) 114" Elco UltraCon 1 -1/4' 1° 1/4 Elco Crete -Flex SS4 1 -1/4" 1.3/4" C P.T. Southern Pine #12 Sheet Metal Screw (G5) 1-3/8" 3/4° 1/4" Elco UltraCon 1-3/8" 1° 1/4° Eico Crete -Flex 884 1-3/4" 1 ° Aluminum. 8083 -75 #12 Sheet Metal Screw (05) 0.125° 1/2" Steel Stud, Gr. 33 #12 Sheet Metal Screw (05) l Sga (0.0481 1/2" A38 Steel #12 Sheet Metal Screw (G5) 18ga (0.048") 1/2" --1 .1251 MIN. DETAIL E: MULLION TO MULLION INTERSECTION NOTES: 1) MAY BE INSTALLED IN 'TEE° OR °CROSS° INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE INTERSECTION CLIP DRAWINGS, SHEETS 6-14 FOR CORRESPONDING MULLION AND ANCHOR QUANTITIES. VARIES TOP VIEW VARIES -r-- -- INTERSECTION U-CLIP MUWON l 44.1,1111,00 FRONT VIEW DETAIL 0: MULLION ATTACHED TO Sl ILL STUD TYP. ANCHOR PER SUBSTRATE. SEE TABLE B. THIS SHEET: MULLION EXTERIOR SEE SHEETS 1147 FOR HOLE EDGE DISTANCE SEE TABLE B, THIS SHEET 1)N FOR 2X WOOD- BACICED STEEL STUQ9 EIW = :MA WOOD ASIMOR VALUES MAY BE USED. SIDE VIEW 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5-17, FOR QUANTITY OF SCREWS. STRUCTURE TYP. ANCHOR SUBSTRATE, SEE TABLE B. THIS SHEET SEE SHEETS 8•17 FOR HOLE LocimoNB FRONT VIEW EXTERIOR FOR STEEL STUDS THINNER THAN 10 DARN, COMPLIANT WITH THE PL BUILDING CODE, A 2X WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. USE WOOD ANCHOR SPECS EDGE DISTANCE SEE TABLES, SHEET3 SIDE VIEW m eLt 1 Ts M to a n watistrns with M, S „.. ... Code Qate . / tlOMi IlS'.fi% _ Woes* Product gyAs� ,∎‘I ,t LYNN * No. %MB * '. ;PLDRnQP • %�ssIoNAL sx., A. LYN I ILLLER. P.E. FL P.E.# 65705 DETAIL F: FIELD - MODIFIED MULLION CUP SEE DETAILSA-E, SHEETS 2AND 3 FOR INSTALLATON TO SPECIFIC SUBSTRATES. DETAIL G: ANGLE MULLION CLIP MULLION SIDE VIEW SEE SHEETS 647 FOR HOLE LOCATIONS STANDARD MULLION CUP MODIFIED TO FIT FIELD CONDITIONS. O O O TOP VIEW SEE SHEETS 647 FOR HOLE LOCATIONS TYP.ANCHOR --PER SUBSTRATE, . SEE TABLE 6, SHEET 3 MULLION DETAIL H: BAY MULLION INSTALLATION 30' OR 45° BAY MULL O 0 O rXrX .123{ ANGLE CUP, 2 PER MINN END, MUST RE INSTALLED INSIDE OF MULL. TOP VIEW SEE SHEETS 6.17 FOR HOLE LOCATIONS TYP.ANCHOR ,PER SUBSTRATE. SEE TABLES, SHEET3 EXTERIOR rxr ANGLE CUP, 2 PER SUWON END, MUST BE INSTALLED INSIDE OF BAY MULL. INTO WOOIXSTEE1/AL TYP.ANCHOR PER SUBSTRATE, SEE TABLE B, SHEET3 EDGE DISTANCE r SEE TABLE B. SHEET3 INTO CON CRETFICMU °"�'°R I lIftii ti I `ii`ii 1... mm lar 111411111/111) . _ DISTANCE MIN. 1.O6° MIK .3J8 DISTANCE TABLES, ck SEE TABLE B. SHEET 3 SHEET3 EXTERIOR HOLES TO BE DRILLED IN- FIELD. SEE SHEETSE47 FOR HOLE LOCATIONS. NOTES FOR INSTALLATION OPTIONS F AND G: DESIGN PRESSURE • UNITED EDGE DISTANCE —SEE TABLE B, SHEET3 INTO CONCRETERMU EDGE DISTANCE SEE TABLE B. SHEET - t MASONRY ANCHOR 1) DETAILS F1, 011 AND G2: IF ALL ANCHOR LIMITATIONS FROM THIS SHEETSET ARE MET, THEN THE FULL DP OF THAT MULUON MAY BE USED, PROVIDED THAT THE OVERALL SYSTEM DESIGN PRESSURE REQUIREMENTS ARE MET. 2) DETAIL F2: IF ALL ANCHOR UMITATIONS FROM THIS SHEETSET ARE MET. THEN J,E OF THE DESIGN PRESSURE OF THAT MULLION MAY BE USED. 3) DETAILS F1, F2, 01, AND 332 ARE NOT APPLICABLE TO THE 2X4, 2X6 OR BAY MULLION. 4) SEE SHEETS 6-12 FOR CORRESPONDING MULLION AND ANCHOR QUANTITIES. EXTERIOR EXTERIOR HOLES TO BE DRILLED IN- FIELD, SEE SHEETS 6-17 FOR HOLE LOCATIONS. MASONRY ANCHOR HOLES TO SE DRILLED IN-FIELD, BEE SHEETS 6.17 FOR HOLE LOCATIONS. INTO CONCRETE/CMU MASONRY ANCHOR NOTES FOR INSTALLATION OPTION H: 1) USE 2 ANGLE CUPS PER MULLION ENO. CLIP MUST BE INSERTED INSIDE OF MULLION. 0 2 m U D z :3 4 P JIH z 10 a 2 J i 1 1 a m 1 2 at 2) SEE CORRESPONDING MULLION TABLES, SHEETS 16 & 17, FOR QUANTITY OF SCREWS. Markle Cede .NQA9 Mktked auk Prole,* ``��y 1yt3N .. SS)I�O13r V A. L/ YNEJ FL PE/ 68706 1" X 2" X .125" TUBE MULLION AND CLIP MUWON 628348 ALUM. 2-SECTION /.1.90(1 INTERSECTION U- CHANNEL CLIP 808348 ALUM. TOPW 1 ALWAYS USE 2 SCREWS PER CUP MIN. .375' OFFSET CUP 8053- T6ALUM. TOPVIEW TABLE 1A 1 x 2 x .126 Alum. Tube MWOOn Reatengolar Loading . Deakin Pressure able) Opening (Va18aa1 or Nmkantal) IMCIM .1111E1=11 'Mtn 120 in Anchnr and Subabatalypa. Sea Table 8 A BC A A SC A SC A 6 6 A BC A SC A 0 0 A SC A B 0 EMEND B C ©©oo B ®o ©oo© Ella © EMU Ell 000 EMI © ®o B 42 61 91 91 91 74 74 74 93 83 83 88 88 55 49 49 49 44 Ell 44 38 88 38 31 31 31 27 27 27 4811 82 82 82 sa 59 52 43 43 43 37 37 37 33 33 33 '29 29 29 24 24 24 21 21 21 18 18 19 808281n 63 53 63 43 43 43 38 38 38 32 32 32 28 28 28 28 25 26 21 21 21 18 18 18 18 ENO 54In 44 44 44 38 QQ 30 3D 30 28 28 28 23 23 23 21 21 21 17 17 17 15 15 15 60 In 93 33 33 27 27 27 22 22 22 19 19 19 17 17 18 18 t6 63 to 6661 a 25 28 25 ie le 18 El 25 1e is m 23 20 1s 23 20 to 23 13 19 19 17 17 17 15 15 m 20 17 ID 17 18 18 m to 723,1 0 76143 78In m 16 TABLE 1B NOTE THE ROW HEADING It OF ANCHORS" ON THE TABLES REFERS TO THE STANDARD AND OFFSET CUP ONLY. 1 x 59.128 Alum. Tuba t8uglon11•WEMI TrtangularJTrapexoleal LcaAng geetga PRAM= 9620111) Opanlug 5er5oal or lmriaonatq 8a5 #0 in Ma= 120/1 Anchor sad Substrate Type, See Table B A BC A B A B C A B C A B *00 a A C A B C A B C e« MILE o© ©o ©©ra MIEN o© ©o© ©o© ©o © ©o © Ell ICI b I Z i 42 61 130 162 180 116 116 116 108 108 100 104 184 104 124 1114 104 104 104 104 104 131 154 104 104 104 104 104 104 48In 84 54 84 73 73 73 67 67 83 83 89 es 61 81 81 81 81 81 81 et 81 61 et e1 81 81 50.825In 71 71 71 82 82 62 83 68 62 52 52 42 50 62 50 48 49 49 49 49 48 49 48 48 49 49 49 64 In 67 67 57 W 60 50 45 48 45 41 41 41 38 38 39 98 83 38 38 38 38 98 3e 38 58 38 38 8581 41 41 41 35 38 35 32 32 '32 Q 29 28 27 27 27 28 28 28 25 Q 25 28 25 25 25 25 El 63In 35 35 83 30 El 30 27 27 © 24 24 24 23 23 23 22 22 22 21 21 21 21 21 © 21 q 21 cam 91 31 m 28 28 28 23 23 © 21 21 21 19 19 19 18 18 16 17 17 17 17 17 17 17 m 17 72 in 23 20 23 20 23 20 O 20 17 16 20 11 10 20 mm 16 17 17 16 17 15 18 16 mm 16 16 7851 7861 18 18 TABLE NOTES: 1) UNEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE 2) SCREW PATTERN APPUES TO BOTH THE STANDARD AND OFFSET CLIP. 3) AU. MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CUP MAY BE COUNTERSUNK THE INTERSECTION U-CUP MAY NOT BE COUNTERSUNK 5) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS 6) FOR FENESTRATION/ PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 113). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 1A). ALLOWABLE SCREW PATTERNS INTO CONCRETEACMU •033 11 0 • INTO WOOD/STEEUAL. ••110•• z 2 w D z 2 2 j r.Pp,tve4 u •w .'1' • • 'b 1M Fferst^ :.::e t Mi20116316k 7!1r^ °faatro! 01LYNN1NI VGENSE' r 2: * No. 58705 * '— 85'')ONA1 -�. A. LYN44 MitEtt, P.E. FL P.E.# 68705 1" X 2" X .375" TUBE MULLION AND CLIP MULLION 0084 -TO AIM. x- SECrmN — 1.000'1 M94..978' -- rY- STANDARD CLIP 6089-78 ALUM. TOPVIEW 1681 4.750° tear� r.375" 0.312' EXTERIOR INTERSECTION U•CHANNEL. COP 6063-TS AWL %SECTION USED IJMULL INTERSECT- IONS ONLY TABLE 2B TABLE 2A 1 x 2 x .375 AIun . TWa 1581884 $78° • .. •.128• • 70_ 0.312' EXTERIOR INTERSECTION U•CHANNEL. COP 6063-TS AWL %SECTION USED IJMULL INTERSECT- IONS ONLY TABLE 2B TABLE 2A 1 x 2 x .375 AIun . TWa 1581884 RectangularLond"lg Design Pressure Q Opening (*0161 at or Horizontal) 11111:0.11111;11= Ma31111111111LEME 8014 10061 t405, Ancdnr 6utstnite'rype. See Table A 9 0 A S I A B C A 9 © A 8 C A 9 C A 8 C A 8 C AS 3 9 E1Q13 * 9 © EEO P I El ©131101©CI ' I D A 1:1©El O ©©El© ©K1© ©II ®©El 5 I8061 L la s 42In 118 97 119 109 81 109 88 M 89 M 81 38 79 54 79 71 46 71 88 40 59 81 38 0 44 30 44 48In 101 85 101 82 7t 82 88 91 89 60 69 80 53 47 83 4s 42 CI ao 38 40 34 30 34 M 27 39 50.82614 38 61 88 70 87 75 59 88 59 51 80 81 45 45 45 41 40 41 34 34 34 29 29 28 25 25 26 54 M 72 72 72 50 88 38 49 49 49 42 42 42 37 58 33 33 33 28 28 28 21 24 0 21 21 21 631n 53 63 63 43 43 43 38 36 0 31 31 31 27 27 27 25 25 25 23 20 20 17 17 17 15 15 15 48 118 48 37 37 ® 32 92 32 27 27 27 24 24 20 21 21 21 18 18 18 16 15 .15 88In 40 40 40 33 38 ' 33 28 28 28 24 24 24 21 21 21 19 19 El 16 18 15 61 7261 31 27 25 31 27 25 31 27 28 28 22 20 28 22 20 se 22 20 21 18 17 21 18 17 21 18 17 18 18 16 18 18 15 19 15 15 16 18 18 781n 78 61 82 NOTE THE ROW HEADING IS OF ANCHORS' ON THE TABLES REFERS TO THE STANDARD AND OFFSET CLIP ONLY. 1 x 2 x .378 Alum. Tube MuIllon TnanguIadfpp•xoldat Loading - Design emblem @bdit1 Opening (Vented or HmkonteD 6301 5050 701n 8514 801n um In 1201n 14018 1631n Anchor and 810/81441/ 1,0e. See 'DAMS A 8 CA O C A S C A 9 C * 9 C A P I C A ' I D A H O C 001A11N188 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 Ma Leap (Vertical or 1 dxmi ) 42In 170 138 170 170 126 170 170 118 170 150 118 189 188 118 189 189 118 188 150 118 189 160 118 188 156 118 188 48In 138 115 138 119 103 119 109 58 109 103 91 103 100 M 100 M M 99 08 M 09 M M 98 80 M 03 6218251n 118 107 115 100 85 100 M M 80 85 83 85 81 81 51 M M 80 80 80 60 80 80 M M 80 60 641n 63 93 03 61 81 61 73 73 79 57 97 87 84 84 84 M 82 82 62 82 82 82 82 82 M 82 82 60 h W 07 87 M 86 58 81 61 61 47 47 47 44 44 44 42 42 42 41 41 41 41 41 41 41 41 41 83In 57 87 87 49 49 48 44 44 44 40 40 40 37 37 37 35 38 38 33 33 33 33 33 33 33 93 33 Min 60 80 50 42 42 42 38 96 38 34 34 34 32 32 32 30 30 30 28 28 28 28 28 28 28 28 28 r e i n 2 8 38 29 35 33 33 28 29 29 29 20 20 36 2 4 26 82 32 82 20 29 20 23 20 33 20 34 33 7554 32 32 32 27 27 27 24 24 24 21 21 21 20 20 38 15 18 16 17 17 17 es 16 18 18 16 18 781n 90 61 30 18 30 19 30 19 28 18 28 18 25 18 22 22 22 20 20 20 18 18 18 17 17 17 15 16 15 TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CUP. 3) ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CUP MAY BE COUNTERSUNK THE INTERSECTION U-CUP MAY NOT BE COUNTERSUNK 5) SEE SHEETS 2.4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 8) FOR FENESTRATION PRODUCTS WHERE AU. FOUR SIDES ARE ANCHORED TO THE SUBSTRATE. USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 28). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR AU. HINGED DOORS. USE THE RECTANGULAR LOADING TABLES, (TABLE 2A). ALLOWABLE SCREW PATTERNS INTO CONCRETFJCMU • o O11 o • INTO WOOD/STEEL/AL. I••II1••1 0 ra f 1 1 1 1" X 2.750".X •375° TUBE MULLION AND CLIP 2.75P MULLION 808378 ALUM. XSEC110N 8.800' 5151..378 --- STANDARD CUP 8083-18 ALUM. TOPVIEW .126` 4.758' ALWAYS CASE 2 SCREWS PER CLIP 3Cix. INTERSECTION 378" U HANNELt2P X76 AURA XSECTKI N ` ^f 1.12r T "`YYY I I 1 Opening IYertIca1 at HOdzenta1) La 378° 0.31 7 t 1.8 EXTERIOR M0N. .378 OFFSET CUP 8083 -78 ALUM. TDPNEN TABLE NOTES: 1) UNEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE 2) SCREW PATTERN APPUES TO BOTH THE STANDARD AND OFFSET CLIP. 3) ALL MULUON CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CLIP MAY BE COUNTERSUNK. THE INTERSECTION U -CLIP MAY NOT BE COUNTERSUNK. 6) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 8) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 3B). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 3A). USED S I MULL INTERSECT- IONS ONLY .128 �{ N-.128 2.1 .740° 1 - TABLE 3B TABLE 3A 1 x 2.76x.376 Alm. Tube MUM= Rectangular Leading Bad pale) Pressure 8) Opening IYertIca1 at HOdzenta1) 8015 80 N 701n 801n 90In r 120 in MUMS 1201n Anchor and Stanhate1ype, See Table A B 0 A B 0 A B C A S I O A 0 C 748 C C A B C A S C A B C Mill= 1 L 1 42In 1131 El El 11131311131113 2 2 4 2 2 © ©Q 2 ®© 2 2 © 71 ©0 49 71 © 80 ©0 40 80 Ell 51 ©El 35 51 © 48 ©0 80. 46 119 97 119 109 81 108 99 M 99 89 81 89 79 54 79 48In 128 88 128 108 71 117 92 81 188 81 33 99 M 170 90 85 42 82 64 35 86 46 30 88 40' 27 51 5082651 123 81 128 102 87 120 85 M 111 77 50 102 88 46 91 81 40 81 81 34 M 44 29 58 38 25 m 84 in 115 76 131 M 82 123 82 84 109 © 47 85 64 42 55 57 Q 78 45 31 83 41 27 54 38 24 47 80 In 103 M 120 M 51 98 74 49 Q'13 70 42 71 67 38 82 62 M 88 43 28 48 37 24 39 32 21 34 8315 85 86 104 82 64 86 70 48 71 Q 40 81 84 38 54 48 32 48 40 27 40 34 23 34 30 20 33 Mtn 91 82 91 74 51 74 62 44 82 54 39 54 47 34 47 42 31 42 35 28 35 30 22 30 29 El 28 721n 71 67 71 M 47 58 48 40 49 42 Q 42 37 31 37 33 25 33 27 24 27 23 20 23 20 18 20 751n 81 54 61 49 45 49 42 38 42 38 Q 38 31 30 0 28 27 28 23 22 23 19 19 19 17 17 17 78In 58 52 M 48 44 48 39 37 39 33 33 33 Q 29 29 28 82 28 21 21 21 18 18 18 18 18 18 90 In 37 3 7 3 7 .3 0 a 2 8 28 28 22 22 22 19 19 m 17 17 17 38 38 38 32 32 32 25 28 28 Mm 31 31 31 23 op 21 21 21 21 to El to 18 to 16 35 35 35 25 35 25 30 21 30 21 38 21 28 18 23 18 28 18 23 19 23 16 23 18 108 N 1111n 22 20 22 20 22 28 15 17 18 18 17 16 15 15 15 15 15 15 18 1111n NOTE: THE ROW HEADING " OF ANCHORS° ON THE TABLES REFERS TO THE STANDARD AND OFFSET CLIP ONLY. 182.755.378 Ahab. Tubs Mullion Tdartda8r*Pr801dattoad9W Design Putnam pbd821 Opening (Vertical or Har*tmna1} 8015 80 N 701n 801n 90In WON 1201n 140 in 180 in Amber anti Sub4bd3.... See Table B A B C A B 0 A 9 C A 8 0 A 0 C A B. C A B. C A 9 C A B C #OCAndm,s 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2. 4 2 2 4 Nadi Length (V1Naa! or MaKSmdal) 42In 170 138 170 x170 128 170 176 119 179 170 118 170 179 118 170 170 118 170 170 118 178 170 118 170 170 110 170 45In 170 115 170 187 103 170 148 98 170 139 91 170 135 89 170 136 88 170 136 M 170 135 M 170 135 88 170 80525 In 163 107 170 145 65 170 134 88 170 127 83 188 123 81 183 121 80 181 121 80 181 121 80 181 121 80 181 5418 150 M 170 133 87 170 122 M 181 114 76 152 110 72 145 107 70 141 108 70 140 108 70 140 108 70 140 Mbn 131 M 151 115 78 138 104 89 118 97 84 108 92 M 99 89 M 95 M 57 92 58 57 92 M 57 92 63 In 1 22 8 1 1 3 0 1 0 6 1 1 1 1 1 0 7 84 08 90 86 03 54 86 04 86 84 80 75 91 75 75 51 76 75 5 1 78 88 In 112 78 112 58 87 N 85 88 85 77 55 77 72 52 72 88 60 M 83 47 83 83 47 M 53 47 63 721n 85 85 M 73 80 73 84 63 84 58 49 M 53 48 53 M 43 90 48 40 40 44 39 44 44 39 44 751n 73 94 73 82 68 512 544 58 54 49 48 49 45 432 45 42 40 42 38 37 38 38 30 38. 38 36 38 76111 87 82 87 87 54 57 80 48 60 43 44 45 41 41 41 38 38 38 34 34 34 33 33 33 32 32 32 901n 43 43 43 38 38 38 32 32 32 25 28 28 28 25 28 24 24 24 21 21 21 19 19 19 18 18 18 96 In 1081n 35 35 35 25 35 25 30 21 30 21 38 21 28 18 23 18 28 18 23 19 23 16 23 18 21 21 21 19 19 19 17 17 17 15 15 15 15 15 18 1111n 23 23 23 19 19 19 17 17 17 15 15 15 O USED IN EXAMPLES ON SHEET 18 ALLOWABLE SCREW PATTERNS INTO CONCRETE/CMU INTO WOOD/STEEUAL I• • I I • •l l• • I pI N • •l Z 03 2 Z 4 co b 1n 8 CO 2 01 r; X r �i X eC 1 1 5 SZ Q � wPpmved m Oak 740A6 ggigeg /matte:, `t Ceralml . C■ne.eL a. ,111141IUf777, ,. "NA 4(!r4 Ii4tt. .... Ntip • �? ssito 17:- StONP�;1�' ` A LYNN MLU.ER, P.E. FL P.E:# 8S7O6 1" X 2.750 "X .650" TUBE MULLION AND CLIP MULLION 6083 -T8 ALUM. XSECTION MIN. 216' STANDARD CLIP 808349 AWM. TOPVIEW 2.760' —"I j''—.125. INTERSECTION 8083 -TB ALUM. ` 21 VW 1 MIN. XSECTION ISED 6V MULL PREMSECT- rous ONLY L EXTERIOR MIN..378" OFFSET CUP 6001 -T8 ALUM. TOPVIEW TABLE NOTES: 1) UNEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CLIP. 3) ALL MULLION CLIPS MAY BE FACTORY MACHNED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET WP MAY BE COUNTERSUNK. THE INTERSECTION U-CUP MAY NOT BE COUNTERSUNK. 5) SEE SHEETS 24 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. LOADING 5) FOR 4B) ORFENESTRAnTION PRODUCTS WHERE NOT ALL FOUR SIDES ACRE ANCHORED ANSUBSTRATE, R ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 4A) TABLE 4B TABLE 4A 18178 :.860 Mon. Tube 1944106 IBGergutar L89 ®n9 044499 Premise 6I2411 OpenM911'8489810? 888303181) 046 MX= MIIIIIN =MOM 8041 WO In 1201n xl �" 1 Anebor end Suretratanne,ABC 80376/1485 A BC A B C A S C A B I A B 0 1 8 C A B C A 6 0 A B 0 6 © ©13 2 © ©101 2 EMU 2 1131©©1:1© 4 2 2 ©10© 2 2 © ICI ©©131© 4 2 2 ©13 2 © ©o 38 45 6. I83In S i721n ,,,,g. i 42In 119 97 11e 108 El 108 B8 e9 89 89 81 8e 7e LI 7e 71 49 71 80 40 e0 Q 38 c0 4846 123 es 128 108 71 117 ea 81 109 Bt 53 e9 72 47 80 88 13 62 at 38 e8 49 00 se 40 27 81 60.826 2 128 81 128 lea 87 0 88 98 111 77 80 102 se 45 91 e1 40 et 81 34 09 44 Q 86 38 26 81 64 in 118 79 131 88 833 1233 e2 84 109 72 47 9e 94 42 95 87 38 78 48 31 127 41 27 86 38 24 48 881n 8819 7943 103 68 135 00 117 115 74 49 Q 85 42 88 67 38 97 62 34 89 43 28 8T 37 24 49 32 21 43 99 86 130 82 64 108 70 48 99 82 43 77 68 38 81 49 32 90 41 27 48 0 23 42 ® 20 37 94 82 114 78 51 83 07 44 78 89 38 87 62 34 69 47 31 62 39 26 43 34 22 37 29 18 32 88 67 88 72 47 72 81 40 81 62 36 62 Q 31 48 41 28 0 33 24 33 Q 20 28 25 19 - 26 78 64 78 82 45 e2 52 38 62 0 34 46 se 30 39 35 27 se 28 22 28 24 m 2,1 21 17 21 78 In 70 62 70 57 44 57 40 37 CI 41 23 41 38 0 Ei 22 26 32 28 22 211 22 19 a 20 18 20 5046 48 45 48 38 38 30 32 32 32 27 27 27 24 24 24 21 21 21 17 17 17 18 15 16 90 25 so 8813 10819 38 27 38 27 3B 27 31 22 31 22 © 22 28 19 28 13 26 19 23 t8 23 18 23 18 19 20 20 20 19 19 18 29 28 29 25 28 28 24 24 111 In 1202 26 20 25 20 25 20 21 18 21 18 21 18 17 17 17 00 NOTE THE ROW HEADING It OF ANCHORS" ON THE TABLES REFERS TO THE STANDARD AND OFFSET CLIP ONLY. 1 a 2.768.806 Alum. Tube T11811818ar1TrapazoMal 4.86189' Design Premare (gsd81) OpenIn9 (6876681 or 192134460 601,1 801n 7016 60In 9046 10611 1202 14446 180 In Anebor end Suretratanne,ABC 80376/1485 A B C A 8 0 A 8 C A B 0 A B C A B C A 00 A 0 6 0 MA1dwt6, 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 13 Z ,g ,,, e I 422 170 138 178 170 128 178 170 119 170 170 116 170 170 tie 170 170 118 174 170 118 170 178 118 170 170 118 178 482 170 116 170 167 103 170 145 98 170 139 91. 170 138 89 170 138 89 170 136 80 170 135 89 170 136 89 170 60.8282 183 107 170 146 98 170 134 88 170 137 83 168 122 81 183 121 80 181 121 80 let 121 CO 181 121 80 181 642 160 98 170 133 87 170 122 80 181 114 78 152 110 72 148 127 70 142 106 70 141 106 70 341 148 70 141 802 131 88 170 116 78 163 104 89 139 97 84 129 02 00 122 89 88 118 88 3/ 114 85 87 114 88 57 114 1332 123 81 182 108 71 159 97 84 123 80 88 112 85 98 105 82 84 99 78 e1 94 7e 51 94 78 51 94 88 2 118 78 140 101 87 120 61 BO 108 84 66 88 79 62 89 78 do 84 72 e7 79 71 47 78 71 47 78 122 104 89 107 91 83 91 80 63 rD 72 48 72 88 48 68 02 43 82 91 40 57 55 39 68 65 39 88 782 W 84 90 77 80 77 87 60 67 81 48 81 Be 42 59 82 40 62 47 37 47 46 38 45 44 36 44 782 83 62 69 71 64 71 02 48 62 68 44 68 61 41 61 47 38 47 43 38 43 41 34 41 40 34 40 902 64 63 84 48 45 46 40 40 4D 35 35 25 32 32 32 90 25 so 20 28 20 24 24 24 23 23 23 get 44 44 44 37 37 37 32 32 32 29 28 29 25 28 28 24 24 24 21 21 21 18 18 19 18 1e 16 10849 31 31 31 28 28 20 22 22 22 23 20 20 18 18 18 10 18 18 111 In 28 28 28 24 24 24 21 21 21 18 16 18 18 1e 1e is 18 18 1202 29 22 22 19 19 19 18 18 18 O USED IN EXAMPLES ON SHEET 18 ALLOWABLE SCREW PATTERNS INTO CONORETE/CMU INTO WOOD/STEEUAL. •011 100• I••1I••I DO 8TA t4 : ``241,• PLor?1O11 ac,,. SiON At- ` s A. LYIfN�III!t P.E FL P.E.# 55705 1° X 3.1258 X .500" TUBE MULLION AND CUP MIN..378' STANDARD CLIP 8083-T3 ALUM. TOPVIEW 3.125' MULL87N 8083 -T6 ALUM. XCTION 1-.1.13001.1 8.800' 4750' 385' INTERSECTION U- CHANNEL CLIP 2 0063 -T8 ALUM. TOPVIEW ALWAYS USE 3 SCREWS PER CLIP MIN. .1287-.i x- .37r STANDARD CLIP 2'0M' 6083 -TS ALUM. X-SECTION MIN..378' OFFSET CLIP 8083 -T8 ALUM. TOPVIEW .125' EXTERIOR 125' USED IN MULL INTERSECT- IONS ONLY .740' 1 1 TABLE NOTES: 1) UNEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. 2) SCREW PATTERN APPUES TO BOTH THE STANDARD AND OFFSET CLIP. 3) ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES IF NEEDED. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CLIP MAY BE COUNTERSUNK THE INTERSECTION U-CLIP MAY NOT BE COUNTERSUNK 6) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 6) FOR FENESTRATION PRODUCTS WHERE AU. FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 6B). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 5A). TABLE 5B TABLE 5A 1•83.126°x .am^ Arum Tube MO R°G6n8uter4oat9 °B 1919158 PrOSSUM p6NR') opandre (Va46oai or Itorizonhl) 0013 0013 7013 8013 9013 10013 120 In 14013 18013 *mbar and Snb199113 ypa. Sea TOWS A B C A B C A SC A SC A BC C A SC C A B 0 A R C A B 6 92Anchors 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 3 `p t, ggg 4 42In 110 07 118 109 61 101 88 89 99 89 81 68 79 84 78 71 49 71 00 40 00 61 9S 61 48 30 45 481n 128 00 128 108 71 117 132 81 108 81 53 89 72 47 00 68 42 82 84 35 63 48 30 58 40 27 61 50.82567 123 81 122 102 87 120 88 58 111 77 80 103 6e 45 84 81 40 88 61 34 72 44 29 61 38 25 84 54 In 116 78 131 98 83 123 82 64 115 72 47 100 84 42 98 m 38 86 48 31 71 41 27 81 36 24 64 8013 103 88 135 86 87 128 74 49 110 85 42 08 87 38 88 82 34 77 43 28 84 37 24 65 32 29 48 8313 99 85 138 82 84 123 70 48 105 82 40 92 55 36 82 48 32 74 41 27 81 35 29 53 31 00 46 8811 88 82 138 78 61 117 87 44 88 89 39 88 52 34 74 47 91 88 38 26 54 34 22 47 2D 10 41 7211 0 6 81 1 1 2 10 4 7 91 83 4 0 7 1 54 33 00 4 9 3 1 88 33 39 81 33 34 40 3 1 25 38 21 15 3 1 7819 82 84 65 88 45 78 58 38 86 81 34 89 45 30 49 41 27 44 34 22 38 29 19 31 28 17 27 7819 SO 62 ea 68 44 72 87 97 51 60 33 52 44 29 48 40 26 44 33 22 33 28 19 28 2 18 25 80177 68 48 00 48 38 48 40 32 40 35 2 95 90 28 90 27 23 27 22 19 V 18 18 19 18 25 18 9861 48 42 48 40 35 40 00 30 33 28 27 29 25 24 25 22 21 22 18 '18 18 15 15 18 23 23 23 10617 34 34 34 28 28 28 24 24 21 21 21 21 15 16 18 18 18 18 18 18 18 18 18 18 15 15 16 111 In 322 00 32 29 29 28 22 22 22 19 19 19 17 17 17 15 18 18 18 18 18 15 15 15 12013 26 25 26 21 21 21 18 18 18 15 15 15 NOTE: THE ROW HEADING '# OF ANCHORS' ON THE TABLES REFERS TO THE STANDARDAND OFFSET CUP ONLY. 1°x 3.128'x .508' Alum Tube Trianguler77repazetdal Wadln0 l Ceatpu Preanne toffi5'1 OpenIng(Ve 01011 or Horizontal) 80 In 0013 7061 8001 0013 100 01 12013 140(3 18011 Anther mid SubstntelV203, Sea Tao A S C A 6 0 A BC AC A B C A R C A SC * 8 0 A B C 907Amlmn 2 2 4 3 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 $ 666 4261 170 138 170 170 125 170 170 119 170 170 118 170 170 NB 170 170 118 770 170 118 170 170 118 170 170 118 170 4861 170 115 170 157 103 170 145 88 170 138 91 170 135 88 170 195 88 170 135 89 170 138 89 170 136 88 170 8082513 103 107 170 145 00 170 134 88 170 127 83 170 123 81 170 121 00 170 121 00 170 121 80 170 121 00 170 8461 100 M 170 133 80' 170 122 80 170 114 75 170 110 72 183 107 70 180 100 70 100 105 70 100 100 70 188 8013 131 88 170 115 78 170 104 89 156 97 84 145 92 60 137 89 - 00 132 86 57 128 88 87 129 88 87 129 8361 123 81 170 108 71 181 57 04 145 90 89 135 85 68 127 82 84 122 78 51 117 75 51 117 75 81 117 8810 118 78 170 101 87 151 91 00 134 84 86 121 78 82 113 ?0 00 108 72 47 100 71 47 99 71 47 98 721n 104 00 135 81 00 115 61 53 101 75 49 91 70 48 84 00 43 78 82 40 72 63 39 70 00 38 70 7813 98 84 114 88 W 97 78 50 88 89 48 77 84 42 70 81 40 85 00 37 58 84 38 57 54 35 88 7801 88 62 105 62 84 88 73 48 78 87 44 70 82 41 84 88 369 00 54 35 84 51 94 51 51 34 81 5013 88 83 88 57 45 87 00 40 50 45 38 45 40 34 40 37 31 37 33 28 93 50 28 30 28 25 29 981n 58 48 88 47 42 47 41 37 41 38 34 38 33 51 93 00 29 30 27 28 27 24 24 24 23 23 23 10861 39 39 39 33 33 33 28 28 28 25 25 25 23 23 23 21 21 21 18 18 18 18 18 18 15 15 16 111 13 38 38 96 30 30 30 28 2e 28 23 23 23 21 21 21 19 19 19 18 18 18 15 15 15 120 In 28 28 28 24 24 24 21 21 21 15 18 18 18 18 18 15 15 15 ALLOWABLE SCREW PATTERNS INTO CONCRETE1CMU INTO WOOD/STEEL/AL • • l II • • • • II l • • tft z 0 ca 8 w NU 2 W z ran- IXL.- OO W IP 011 X ySr OD 01 o 1 1Y I N 03 cD 1 Z 84 1.25° X 3.188° X .265' TUBE MULLION AND CLIP MULLION 808348 ALUM. X 9F0TION M09. .378' STANDARD CLIP 8083.70 ALUM. TOP4IEW 1187° h- -1.- -I STANDARD CLIP 8083- ALUM. MIN. .376' OFFSET CLIP 600378 ALUM. TOPVIEW I i 74BECTION EXTERIOR .128' Zr 6• .1281 TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES AND)OR DESIGN PRESSURES IS ALLOWABLE. 2) SCREW PATTERN APPUES TO BOTH THE STANDARD AND OFFSET CLIP. 3) ALL MULLION CUPS MAY BE FACTORY MACHINED AND.CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CUP MAY BE COUNTERSUNK. THE INTERSECTION U-CLIP MAY NOT BE COUNTERSUNK. 5) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 6) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 113). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE SA). TABLE 8B TABLE 8A t.20721188"2 .20° Alum Tube MWl Rec1angutar Loading Deai$n pressure pre) . 191 4.760' pin 7010 1.08 0010 .3I MI 140 In s7611r Amihr Subatreterype, Bee Tabte I A STANDARD CLIP 8083- ALUM. MIN. .376' OFFSET CLIP 600378 ALUM. TOPVIEW I i 74BECTION EXTERIOR .128' Zr 6• .1281 TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES AND)OR DESIGN PRESSURES IS ALLOWABLE. 2) SCREW PATTERN APPUES TO BOTH THE STANDARD AND OFFSET CLIP. 3) ALL MULLION CUPS MAY BE FACTORY MACHINED AND.CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CUP MAY BE COUNTERSUNK. THE INTERSECTION U-CLIP MAY NOT BE COUNTERSUNK. 5) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 6) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 113). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE SA). TABLE 8B TABLE 8A t.20721188"2 .20° Alum Tube MWl Rec1angutar Loading Deai$n pressure pre) . 0pe1br9 (Vertical or HedxaMan 6010 pin 7010 801n 0010 100In 112 In 140 In 18311 Amihr Subatreterype, Bee Tabte I A BC A B C A B 0 A B C A B C A B C A B C A B C A BC C #ofAnchO9 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 11$66 $ 48 4210 1 1 8 8 7 1 1 8 1 50 8 1 1 50 50 85 85 50 8 1 82 19 04 75 7 1 4 5 7 1 60 43 63 6 1 35 5 1 4 9 30 -46 4910 128 60 128 108 71 117 92 81 108 81 83 99 72 47 90 86 42 82 84 38 88 48 30 68 40 27 81 60.82610 123 81 128 101 87 120 88 6H 111 77 60 103 88 46 84 81 40 88 81 34 72 44 29 81 38 26 84 5410 116 78 131 98 03 123 02 84 110 72 47 107 84 42 80 67 38 88 48 31 71 41 27 81 38 24 84 6010 103 68 138 88 67 128 74 49 110 88 42 98 87 38 88 62 34 77, 43 2B 84 37 24 66 32 21 48 8310 99 88 138 6't 54 123 70 48 160 82 40 B2 68 38 82 49 32 74 41 27 81 36 23 83 31 20 48 pin 94 62 138 78 81 117 87 44 98 89 39 86 62 34 74 47 31 68 39 28 66 34 22 47 29 19 41 721n 88 87 112 72 47 01 82 40 77 64 38 68 48 31 88 43 29 81 38 24 .42 31 80 38 27 18 31 7810 82 64 98 60 48 78 68 38 88 61 34 60 46 30 49 41 27 44 30 22 36 29 19 31 28 17 27 781n 80 82 89 88 44 72 67 37 81 60 33 62 44 za 40 40 28 41 33 22 33 28 19 28 26 -18 zs 90 fn 69 48 59 48 38 48 40 32 60 35 28 36 30 28 30 27 23 27 22 19 22 19 18 19 29 28 08 In 49 42 49 40 38. 40 33 30 33 29 27 29 28 24 26 22 21 22 18 18 18 18 16. 16 24 23 16010 34 34 34 28 28 28 24 24 -24 21 21 21 18 18 16 18 18 18 21 21 18 18 18 14 18 18 111 In 32 32 32 28 28 20 22 22 22 19 19 19 17 17 17 18 18 16 1 9 1 5 1 9 1 7 1 7 1 7 1 9 1 5 12010 26 25 15 21 21 21 18 18 18 18 18 18 1.%°x 3.18B' x .288°Alum Tube 1909 Trlangula4Rreps2oldal Loadig I Design Pressure 03091 0941170 08808801 or 1400880849 50 In 801n 7010 pin 6010 10010 12011 14010 18011 Ardor and Substeta1 pe. See 741480 A SC A BC A B C A B C A B C A B C A 9 0 * B C A 0 C 5dAnothrs 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 5 4 2 2 4 2 2 4 2 2 4 4 4211 170 138 170 170 128 170 170 119 170 170 110. 170 170 118 170 170 118 170 170 118 170 170. 118 170 170 118 170 491n 170 115 170 187 103 170 146 83 170 189 91 170 138 98 170 138 89 170 135 89 170 138 89 170 136 88 170 50.82811 161 107 170 145 55 170 134 99 170 127 83 170 123 81 170 121 80 170 121 80 170 121 110 170 121 80 170 841n 100 98 170 133 87 170 172 60 170 114 78 170 110 72 493 107 70 180 106 70 159 108 70 159 108 70 109 8010 131 88 170 118 79 170 104 99 188 87 84 148 92 40 137 89 M 132 88 87 129 88 87 128 68 87 128 8361 123 81 170 108 71 151 87 84 145 90 69 135 53 88 127 82 84 122 78 51 117 78 81 117 18 81 117 91310 118 78 170 101 07 181 91 60 134 84 88 122 79 92 113 78 80 107 72 47 160 71 47 89 71 47 98 72 In 104 89 130 B1 80 118 at 83 101 78 49 91 70 40 84 88 43 79 82 40 72 80 39 70 80 39 70 7510 88 84 114 88 88 87 78 80 88 60 48 77 84 42 TO 81 40 88 88 37 00 84 38 87 64 38 8B 781n 8B 82 108 02 04 90 73 48 79 91 44 70 82 41 09 89 38 80 64 38 84 81 34 81 81 34 81 pin 88 03 88 5 48 V 60 40 80 48 39 48 41 34 41 37 31 37 33 28 33 33 28 30 29 28 29 9810 88 49 88 47 42 47 41 37 41 30 34 38 33 31 39 30 29 30 27 28 27 24 24 24 23 23 23 10811. 39 39 39 33 33 33 28 28 28 28 26 28 23 23 23 21 21 21 18 18 18 14 18 18 18 18 18 1 1 1 11 , 3 0 3 9 59 00 70 50 35 38 3 0 33 35 2 3 2 1 3 1 2 1 1 9 1 5 1 9 1 7 1 7 1 7 1 9 1 5 1 8 12010 28 28 28 24 24 24 21 .21 21 18 18 18 18 18 18 18 18 18 ALLOWABLE SCREW PATTERNS INTO CONCRETE/CMU INTO WOOD/STEEL/AL. I.01 n0•I ••110.• 001 na 1 "X.4" X .125" TUBE MULUON AND CLIP MULU0N 808348 ALUM. *SECTION r NIN.375" OFFSET 595178 ALUM. TOPSEEIN .«� 4'7517' 578. 3787 2.81T 0. a3 O o 2. EXTERIOR -1 —.138 ALLOWABLE SCREW PATTERNS INTO CONCRETEIOAU • 0 0 0 0 0 • 0 • 0 0 00 C 0 • INTO WOODISTEELJAL 0 0 0 • • C TABLE 7A 1845.128 Abet. Tube 8" Re48n801erLoading I Design P5570 8601!1'1 Opening Mesitov et Hmiva8l) 53In 882, 708 5912 808, 100 In 12272 1408 18072 9,21078* 801x4mte Type, Ike Tech B A. 8 C A 8 C A BC C A B 0 A B C A B C A 8 C A B C *00 91 0 9 41Amhma 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 0 2 2 4 2 2 4 $ 1 m. 428 119 87 119 129 81 109 99 59 89 89 81 59 79 54 78 71 49 71 W 40 W 81 93 81 45 30 48 4881 12 85 128 108 71 117 92 01 108 81 83 99 72 47 90 86 42 82 64 35 98 48 59 SI 40 27 81 50.8288 in 81 128 102 • 87 .128 00 59 111 77 59 103 8 8 48 94 51 40 88 81 94 72 '44 29 61 98 2 84 6472 118 78 131 9B 83 123 82 54 115 72 47 107 84 42 95 87 39 36 48 31 71 41 27 81 38 24 54 598 103 59 138 88 97 12 7 4 49 110 59 42 98 8 7 38 85 82 84 76 43 2ti 59 07 29 5 4 35 2 1 4 7 838 99 96 138 82 84 123 70 48 104 52 40 2 59 98 78 49 32 89 41 27 87 36 36 49 31 20 43 808 94 82 138 78 81 114 87 44 08 59 39 82 59 34 72 47 31 83 2 2 52 34 2 44 2 18 39 7211 88 W 118 72 47 96 82 40 81 64 35 70 48 31 81 43 2 54 98 24 44 31 2 37 2 18 2 7872 82 84 101 88 45 82 88 59 59 81 94 80 45 30 82 41 27 48 34 2 98 29 19 33 29 17 28 7872 59 82 84 811 44 78 67 37 84 80 93 85 44 2 48 40 18 49 33 22 95 28 19 20 59 18 2 988 62 45 ea 51 38 81 49 32 43 37 2 V 32 28 2 29 23 2 23 19 2 2 16 20 17 23 17 868 61 42 61 42 35 42 35 88 35 30 27 38 27 24 27 34 21 24 19 18 19 18 18 18 24 23 24 1088 38 38 29 30 30 30 25 26 25 2 2 22 2 10 19 17 17 17 19 19 19 17 17 17 18 18 16 11172 34 34 34 2 2 2 2 2 2 2 2 20 18 18 19 18 16 18 17 17 17 18 18 16 1272 27 27 2 2 2 2 18 19 19 19 18 18 TABLE 7B 1 a 4a .128 Alum. Tube Mullion Tdanguis,11749824188 Loading Design Prowro (IbsIftt Coning 8/909431 or Hallentsli 388 8072 708 8072 508 10872 12 in 1408 18872 Maar mat 9,31311841V0.11130 540 Tan 5 9 9 0 A B C A DC A O C A 8 09 B 0 9 B 0 A 91 0 69tArmhae 2 2 4 2 2 4 1 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 9 Zp 42 12 170 138 170 170 128 170 170 12 170 170 118 170 170 118 178 178 118 178 170 118 170 170 116 170 170- 118 170 488 170 115 170 157 103 170 146 05 170 t59 91 170 130 89 170 12 89 170 136 59 170 185 59 170 135 81 170 828268 188 107 170 148 95 176 134 59 170 72 83 170 12 81 170 121 80 170 111 80 170 521 90 170 121 80 170 818 189 88 170 133 87 170 12 g0 170 114 75 176 116 72 163 107 70 180 108 78 189 1068 70 159 108 70 169 808 131 88 170 118 78 170 104 59 188 07 84 146 2 80 137 59 59 130 85 67 12 M 87 12 59 87 12 638 12 81 170 108 71 181 07 84 144 90 59 131 85 68 121 82 64 115 78 51 108 78 51 108 78 CO 108 Sete 118 75 170 101 87 148 81 84 130 84 86 119 78 62 109 78 50 102 72 47 03 71 47 94 71 47 94 72 8 104 99 143 911 eo 122 81 63 107 75 48 98 70 48 59 SB 43 83 82 40 76 80 35 72 88 38 72 76 8 88 64 121 BS 58 106 78 50 00 89 49 81 84 42 74 51 40 59 68 37 93 54 98 60 84 96 59 758 02 82 111 82 84 63 73 4B 83 8t 44 74 59 41 BB 59 38 53 84 59 57 82 34 54 51 34 54 808 72 63 72 81 41 81 83 40 63 47 81 47 43 34 43 99 31 59 59 25 59 32 20 2 31 23 31 88 In 59 49 59 60 42 50 43 37 43 38 34 38 59 51 a 32 2 92 2 2 28 2 24 2 24 23 24 1088 41 41 41 38 35 35 90 30 30 27 27 27 24 24 24 2 2 2 19 19 19 17 17 17 18 18 16 111 N 38 59 38 2 32 32 2 2 2 24 24 24 2 2 2 30 2 20 17 17 17 18 18 16 128 9D 30 30 2 25 28 2 2 2 18 19 19 17 17 17 18 18 19 TABLE NOTES: 1) UNEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OH-30 f CLIP. 3) ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRLLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CLIP MAY BE COUNTERSUNK THE INTERSECTION U-CLIP MAY NOT BE COUNTERSUNK. 5) SEE SHEETS 24 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. S) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 713). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES. ARE ANCHORED AND FOR ALL HINGED DOORS, 11.4E THE RECTANGULAR LOADING TAE, (TABLE TA). to z to z N z NOM Mod Oak Prodita Comsat 3.1 M 1.1% VIM :aENg ``Gpp * No. 58705 • 1 °X4 °X.375°TUBE MULLION AND CLIP 4.000' MULLION 8383 -T8 ALUM. 2-SECTION I- 1.000'( / .128' i ir n183T8ALUM. i i r XSEOnON ; 14 .121 r INTERSECTION U.cH*389EI. COUP 4093:93 ALUM. essence U55D1NMULL INTERSECT - /0NSC610.Y --1 x•130 420 } .740' 1-- TABLE 8B ALLOWABLE SCREW PATTERNS INTO CONCRETEICMU • 0 O 0 • O INTO WOODISTEEUAL • 0 • O • 0 • 0 • • O 0 0 O • • TABLE 8A 1949.378 Alum. Tab. 81009.0 RBdarmutartea82g Design Masson pbertiq OmmIng (9ar6eet or Hazimutml) 502 70In 801n 80 In 10081 110In 1402 15011 Anchor end Substrate 113124 6931391313 A B A B 0 A 0 A B 0 A B 0 A B 0 A 8 C A A 0 A B 061Amlm• 2 4 2 4 2 4 4 2 2 4 2 2 4 2 a 4 2 2 2 2 4 te 422 119 97 119 109 81 159 09 69 98 89 81 88 79 54 79 71 49 71 68 44 82 80 40 OD 81 36 51 46 39 4601 128 85 128 108 71 117 92 81 108 81 83 89 72 47 93 42 82 69 39 74 64 35 68 48 30 58 40 27 53.825In 123 81 120 163 87 120 88 68 111 77 50 101 85 45 94 61 40 86 88 31 78 61 34 72 44 29 81 35 55 54 64 fn 118 78 131 88 83 123 82 61 118 72 47 107 84 42 85 67 26 98 62 78 48 31 71 27 81 38 24 802 103 58 58 67 128 74 49 110 88 42 98 57 98 88 82 34 77 47 31 70 43 28 84 57 28 59 21 45 932 69 66 138 82 84 123 70 48 105 92 40 52 55 38 52 49 74 45 29 87 41 27 91 33 23 53 31 881n 54 82 138 51 117 87 44 100 59 88 62 94 75 47 31 70 43 28 84 35 28 58 34 22 00 44 72 In 88 67 139 47 107 52 40 92 54 36 80 48 31 71 43 28 64 30 28 IB 38 24 54 31 5 45 27 18 7581 64 122 69 49 102 38 87 81 34 79 46 80 59 41 27 61 57 24. 65 34 22 51 29 19 28 782 80 53 119 59 44 89 57 86 60 33 74 44 29 86 43 26 59 38 24 54 33 22 49 38 19 42 35 002 59 46 98 67 35 79 32 88 43 28 57 25 50 34 23 44 31 40 28 19 38 28 18 31 25 982 85 42 59 84 39 56 30 55 27 47 38 24 41 32 21 37 29 15 33 27 16 23 15 26 1082 57 38 57 40 31 48 27 39 34 24 23 30 28 19 26 24 17 24 21 18 21 18 18 1112 52 37 R 43 31 43 38 28 38 31 23 31 27 27 24 18 24 22 17 33 15 20 17 1202 42 34 42 34 28 34 29 24 29 25 21 28 1442 24 24 24 20 20 20 17 17 17 18 18 15 22 19 22 19 17 19 17 18 - 17 18 18 1948.376 Non. Tube 8191059 IVIansularlItammolda Leasng Datga Pram* (11•04) Opening 11erg®1 a H661449311 802 60 In 702 8009 902 1082 1102 1202 1402 1592 Amhara* 349462417729A See TU .5 90 A B C A B C A B C A B C A B C A B 0 . A B C A B C A B C 891Anchael 2 2 4 2 2 4 1 2 4 2 2 4 2 2 4 2 2. 4 2 2 4 2 2 4 2 2 4 2 2 4 1 1 422 170 138 170 170 128 170 779 119 170 170 118 170 170 118 170 178 118 170 170 118 170 970 118 170 170 118 170 170 118 170 481n 170 118 170 187 301 170 148 98 170 130 91 170 135 M 170 133 M 170 135 59 170 135 88 170 135 59 170 135 59 170 88.820 In 183 107 170 148 95 170 134 88 170 127 83 170 123 81 170 121 93 170 121 83 170 121 85 170 121 80 170 121 80 170 612 180 05 170 133 87 170 122 80 170 114 75 170 113 72 163 107 70 180 109 70 159 108 70 159 106 70 189 108 70 169 59 2 131 59 170 115 75 170 104 88 168 07 84 146 92 60 137 89 88 132 87 59 120 88 67 129 86 57 129 88 P 128 832 123 81 170 108 71 181 87 84 146 90 69 135 55 55 127 82 54 122 80 62 118 78 61 017 78 51 117 78 61 117 M2 118 78 170 101 87 161 51 50 138 84 68 128 -75 52 118 78 56 113 73 48 159 72 47 107 71 47 108 71 47 106 721n 104 59 158 81 f0 135 51 53 121 78 49 111 70 45 104 66 43 9a 83 42 85 92 40 59 80 35 88 80 35 59 782 86 84 148 86 88 127 78 53 113 69 48 101 84 42 98 81 40 91 53 88 87 BB 37 84 64 38 61 54 36 80 782 86 82 141 62 84 121 73 48 109 87 44 108 82 41 93 59 38 87 58 37 83 544 35 85 60 34 77 51 34 78 802 BO dg 112 69 46 94 51 40 82 55 98 73 511 34 67 48 31 81 43 30 67 43 25 84 40 28 59 39 28 48 982 74 49 82 84 42 77 88 V 57 51 34 93 47 31 54 44 28 50 41 27 48 39 28 44 39 24 40 38 33 35 1082 54 43 54' 64 37 54 47 32. 47 41 2A 41 37 28 37 34 25 34 92 23 32 38 22 30 27 20 27 26 10 25 111 In 59 41 69 48 35 49 43 31 43 98 28 38 34 28 24 31 24 31 29 21 10 27 31 27 24 19 24 22 18 22 1 2 0 38 4 8 3 8 4 8 3 5 23 3 5 3 4 55 3 4 2 0 35 3 0 21 35 37 2 4 2 1 3 4 2 3 36 23 31 19 21 19 17 19 17 18 17 1442 27 27 27 22 22 22 18 19 18 17 17 17 15 15 15 TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES ANDIOR DESIGN PRESSURES IS ALLOWABLE. 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CLIP. 3) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CLIP MAY BE COUNTERSUNK THE INTERSECTION U-CLIP MAY NOT BE COUNTERSUNK 8) SEE SHEETS 24 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 8) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 86). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINBED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 8A). cow 1 r 1 . , . . ‘, a_ ASt so,t110/NI 1144/1/, .0. .0, 0 .04.5 2:k. s E70 2° X 4° X:25° TUBE MULLION AND CLIP MUWON 0087- TSAWM. X43ECTION INTERSECTION UtI IAN NEL CUP 8083 -T8 ALUM. TOMMY/ ALWAYS USE 831191333 PER CUP INTERSECTION II- CHANNEL CUP 8053 - 7681.1714. X4ECTION USED MI9WLL INTERSECT- 1+ -.126• ALLOWABLE SCREW PATTERNS INTO CONCRETEICMU • 00 • 0 00 0 0 0 04 o • O 1.O 0 0 00 00 0 O • INTO WOOD /STEEL/AL. • 'j0 0 • 00 • 00 • • • TABLE 9A 2444.25 Atom. Tube Bu0166 Ren09158141 LOad138 DINO Pressure (Ib*8ft Ope0h5 lVertIcoI or Ie04eoh{J BM 6081 70In BO In EON 105 Bt 12010 14010 18015 Anchor end Substuda Type, Bee table B A B C A E S C A 8 17 8 8 17 A B C 8 9 17 8 0 17 8 8 17 8 B C *67Arssmre 2 5 0 2 2 B 2 2 8 2 2 8 2 2 8 8 2 8 2 2 6 2 2 9 J 2 2 8 8 S Z t3 7l 4281 119 07 110 109 81 108 99 89 99 89 61 89 79 54 79 71 49 71 80 40 60 81 35 51 40 30 46 48 3 128 85 128 108 71 117 92 61 108 51 53 89 72 47 60 65 42 62 54 39 80 40 30 53 40 27 51 8482818 123 81 128 102 97 120 18 58 111 77 20 103 88 45 24 01 40 88 51 34 72 44 29 81 38 25 84 3419 115 7 0 131 08 6 3 123 82 54 118.72 114 47 107 84 42 M 57 38 91 48 31 77 4$ 27 M 38 24 57 4881 103 88 130 88 57 128 74 49 120 65 42 113 97 38 108 03 34 29 43 28 80 37 24 73 32 21 84 83 N 99 65 138 82 54 130 70 48 123 62 40 118 46 39 100 49 32 103 41 27 89 36 23 77 31 28 07 5611 84 82 130 78 51 131 87 44 128 89 98 115 52 34 112 47 31 105 33 28 88 34 22 75 22 15 68 7314 88 37 140 72 41 139 82 40 129 54 55 121 40 31 107 43 26 98 38 24 BO 31 20 89 37 10 60 78In 82 54 142 68 45 138 58 38 131 81 34 114 46 30 112 41 al 21 24 22 78 28 19 65 28 17 57 7878 BO 82 143 68 44 137 87 31 127 50 33 111 44 29 89 40 38 89 33 22 74 28 10 84 26 10 50 901n SD 45 149 67 38 120 49 32 110 43 28 94 38 28 83 34 22 73 29 19 80 25 18 01 22 25 44 90 N 22 42 132 84 25 108 40 30 81 40 27 78 38 24 99 32 21 81 22 18 la 23 15 42 20 23 36 1083 57 36 94 43 31 77 41 27 85 38 24 08 32 21 49 28 19 43 24 16 39 21 23 30 18 19 20 111 Is 68 37 85 47 31 71 40 28 80 35 23 92 21 20 45 28 18 40 23 18 33 20 45 28 17 40 24 12013 62 34 89 42 29 53 37 24 48 32 21 41 22 19 98 20 1> 32 22 . 28 18 . 21 22 16 18 18 14481 40 28 40 ' 33 24 33 28 22 28 24 18 24 21 15 21 to - 19 16 16 38 19 25 22 17 21 TABLE 98 2348.38 Alum. Toes Mullbsu Tde0pnh4Trapsmldel 1.1814126 Ds098 Preme2 ►85178111) - OpsoMB 044/1841 ar8Sdse5h0 5018 62 Is 7072 2081 903 1183 1200 1403 1881a Amber end 5443reteType, BesT6576B A 8 17 8 16 0 A B C A 8 C A B C A 8 C A B C A B C A B C 0MMOWN 2 2 9 2 2 4 2 2 9 3 2 8 2 2 0 2 2 4 2 2 0 2 2 6 2 5 8 pffi Z I 423 170 133 170 170 128 170 178 119 170 170 118 170 170 118 170 170 118 170 170 118 170 170 118 170 170 118 170 483 170 110 170 107 103 170 145 98 170 139 91 170 135 89 170 130 89 170 120 89 170 130 89 170 135 89 170 50.02514 182 107 170 145 38 170 134 88 170 127 03 170 123 01 170 121 80 170 121 80 170 121 80 170 121 80 175 8415 138 38 170 133 07 170 122 80 170 114 7a 170 110 72 170 127 74 170 104 70 170 108 70 170 100 70 170 60 St 131 80 170 115 78 170 104 89 170 97 64 170 92 GO 170 55 59 170 88 27 170 85 07 170 88 57 170 531* 123 61 170 138 71 170 97 84 170 38 09 170 38 06 170 92 64 170 75 61 178 70 01 170 78 61 170 883 118 78 170 101 B7 170 01 60 170 64 55 170 79 52 170 78 50 189 72 47 161 71 47 169 71 47 152 7272 104 60 170 91 60 178 01 43 170 75 49 187 70 40 166 38 43 148 82 40 122 80 38 134 SO 39 134 7891 98 64 170 85 39 170 78 38 170 69 48 103 64 42 144 81 40 130 58 37 125 64 38 121 84 35 125 76tH 38 82 170 38 04 170 73 45 184 87 44 150 82 41 139 38 38 131 54 38 121 52 3t 115 51 34 114 90 h 80 53 170 88 45 154 91 40 135 85 25 121 51 34 114 48 31 138 43 28 70 40 25 83 39 25 79 SO In 74 48 13 84 42 129 58 27 111 01 34 42 47 31 90 44 29 82 39 26 72 38 24 08 95 23 62 108 Is 85 43 106 05 37 89 49 32 77 44 29 88 40 38 82 37 25 57 89 22 49 SD 23 44 29 19 41 11191 63 41 27 54 35 52 47 51 71 43 23 83 89 38 57 36 24 38 32 21 45 38 19 40 27 06 37 1383 58 ss 77 49 32 84 -43 28 t• 39 25 49 35 23 44 33 21 41 28 18 35 26 17 31 24 18 25 14410 44 31 44 27 78 37 32 23 32 28 21 28 38 19 25 22 17 21 20 18 25 17 17 18 18 TABLE NOTES. 1) UNEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. 2) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 3) THE STANDARD CLIP MAY BE COUNTERSUNK. THE INTERSECTION U-CLIP MAY NOT BE COUNTERSUNK 4) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 5) FOR FENESTRATION PRODUCTS WHERE AU. FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 98). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE ®A). en CO ^mussed r e;o 1 4117111th Btr Florida ' . t<,.� Dale !1J; 7 ., / NOM ss et!LYNN!7. Nj4(A'�ii z.......,:+ : 000755:05::' 7 ' .. '., .:::::: ffi- 'a;.:°11:7/-...;8181:1•IP:Fl —'"141i: A. LY/4&IVIII t4, P.E. FL P.E.# 58705 2"X E*X.25°TUBE MULLION AND CUP 11814.376' MILLION 8163.76 ALUM. *SECTION 0 j 0 liner 4.760' 1319 STANDARD COP 6089.78 ALUM. TOP VIEW O O 0.0 0,0 0 0 R-0.312. 1844' •o EXTERIOR 64TARSECMON WCHANNEL CUP 678368 N.UM. X SEUTION USED NNW. INTERSECT= IONS ONLY ALLOWABLE SCREW PATTERNS INTO CONCRETE/CMU • 0 • 00 00 00 00 0 0 • • INTO WOOD/STEEUAL. • • • • 00 00 00 00 • • • • TABLE 10A 25 68.36 Mum. 11146 MCI= 1•W*901m L0od180 118C9* Pmmm IMMO Ope869 Medea! mHodaronte ) 9013 Win 7090 8090 9013 10613 11390 14090 16061 448819* 80'mkelely* 86474888 A 8 O A H C A 8 O A 8 C A 0 C A 0 C A 8 C A 8 0 2 9 C 0o1 4 4 8 4 4 8 4 4 8 4 4 8 4 4 8 4 4 8 4 4 8 4 4 6 4 4 8 $ 4290 119 118 119 106 109 108 8 89 99 89 e9 89 78 78 79 71 71 71 60 80 60 61 61 61 43 46 46 4861 126 126 128 117 117 117 108 108 108 99 8 8 8 W W 82 8 82 88 88 68 66 8 68 61 61 61 60.8810 128 138 128 120 120 120 111 111 111 10S 101 103 8 90 94 88 81 88 72 97 72 81 38 91 94 60 64 8481 1St 181 131 123 123 138 116 108 116 107 94 18 99 84 99 91 78 81 77 83 71 88 54 88 81 47 8 601* 796 130 136' 129 113 18 113 07 120 113 86 113 18 78 109 98 69 W 85 8 83 73 49 73 84 42 04 8310 188 129 138 130 108 130 123 8 123 118 81 118 159 72 109 89 85 103 82 54 89 13 48 77 92 40 s 8894 139 124 189 131 103 131 128 88 18 118 77 118 106 M 112 84 82 106 78 61 80 W 44 W 8 38 70 73 kr 140 113 140 196 94 136 123 81 129 108 71 133 88 63 117 68 67 111 73 Q 99 8 4D 8 66 8 77 1394 141 107 142 138 89 138 117 77 131 18 a 126 N 60 CO 82 44 1*4 88 45 102 68 38 87 51 34 76 78In 143 18 143 133 97 133 114 75 132 100 8 128 8 68 121 W 8 118 96 44 8 67 31 8 60 33 74 9061 138 91 148 116 79 142 89 86 137 68 57 139 77 60 114 60 43 103 W 38 88 49 8 74 49 28 64 9961 129 65 146 108 71 144 W at 138 91 63 121 72 47 107 9 42 9e 84 36 80 48 23 98 40 37 W 10898 116 78 150 8 93 143 8 84 123 72 47 107 8 42 88 67 38 88 48 91 71 41 27 81 36 24 86 71161 112 73 181 93 81 139 60 82 116 70 48 106 8 41 93 68 37 83 W 31 70 40 28 90 86 23 92 12013 103 68 162 68 67 139 74 49 110 86 42 96 67 $8 W 62 34 77 43 28 64 37 24 W 8 21 48 144111 9B S7 116 72 47 8 8 40 90 88 36 89 48 31 61 43 13 84 38 24 44 31 30 37 D 18 31 TABLE 1GB 258896 Num. Tubs 806140 T 111978MTm01610811 283 I Maw Ptmunpkelty Op410n8 COMM et Hm18n118 8010 813 7318 80 In Win 10890 120In 1409 16067 971990891 8681611114.999.4 Ike TOO 13 S C A 8 O 4 8 OA 80 A 8 CA S 0 8 8 0 A BD A 8 C 047Nghms .4 4 8 4 4 5 4 4 9 4 4 8 4 4 8 4 4 8 4 4 8 4 4 8 4 4 8 b y ,I 8 1 1 4210 178 170 170 170 170 170 170 170 113 970 t13 173 170 173 170 170 170 170 113 113 170 170 170 170 170 170 170 48In 170 170 170 178 173 170 113 170 170 170 170 170 170 113 170 470 170 170 170 170 170 170 170 170 170 170 170 0682890 170 170 170 170 170 170 113 170 170 170 188 110 170 161 170 170 18 170 113 188 178 113 161 170 170 138 170 8413 170. 113 170 170 170 170 170 180 170 170 180 170 170 144 170 170 141 170 170 148 170 170 YID 170 113 140 170 WN 170 170 113 t13 161 970 170 113 t13 170 177 170 170 121 170 170 117 170 113 113 170 170 113 170 170 113 170 6310 110 182 170 170 .142 170 170 129 170 170 118 170 170 113 170 183 107 170 187 109 170 168 139 170 180 103 170 8910 170 182 170 170 133 170 170 130 170 189 111 170 150 106 170 151 98 170 144 94 170 143 94 170 149 94 170 7218 170 137 170 170 110 170 1033 107 170 148 88 770 139 8 170 18 A 170 123 81 170 120 78 170 110. 79 _110 7810 170 128 170 TM 111 170 182 100 170 138 91 170 128 65 170 102 80 170 112 74 108 108 71 181 108 71 190 7810 170 128 170 194 106 170 to 8 *70 134 80 770 ,24 8' 170 117 17 113 tae 71 161 ta4 88 704 102 87 153 9090 149 108 170 138 91 970 132 W 170 111 73 186 102 37 102 8 83 142 88 67 113 8 6S 133 78 61 118 9661 149 93 170 128 84 170 113 74 183 102 8 18 94 8 140 et 87 130 78 51. 117 73 48 108 88 40 113 10669 130 as 170 111 73 108 8 84 946 ® co 132 01 93 120 78 49 112 8 44 99 81 40 91 67 37 8 11110 128 83 170 108 71 161 95 82 148 8 66 127 78 51 118 72 47 toe 8 42 8 8 98 8 8 38 83 1261* 118 78 170 99 8 147 67 67 129 78 811 118 71 46 108 65 8 97 St 36 86 62 34 78 48 8 72 14461 94 62 127 W 83 18 70 48 92 W 41 81 57 8 72 8 34 88 45 60 68 41 27 40 8 8 44 TABLE NOTES: O USED IN EXAMPLES 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. ON SHEET 18 2) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 3) THE STANDARD CUP MAY BE COUNTERSUNK. THE INTERSECTION U-CUP MAY NOT BE COUNTERSUNK 4) SEE SHEETS 2.4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 5) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 108). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TAKES. (TABLE IOA). •L W 2 z 1 WI 0)) g< I X 40 tY Approved *0:,'.: Florida 8,4 {.*..o 1 7IACC'• Pt advef C IDt NOM/ 1.28 °X2.11 °X.125 °TUBE MULLION AND CLIP -'I rr CUP ANGLE 803346 ALUM. X- SECTION USE2OWS PER MULL END ALLOWABLE SCREW PATTERNS INTO CONCRETE/CMU INTO WOOD /STEEL/AL. TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. 2) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. tF NEEDED, HOLES MAY BE DRILLED IN THE FIELD MIMING DIMENSIONS GIVEN ON THIS SHEET. 3) THE CLIP ANGLE MAY BE COUNTERSUNK 4) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 5) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPETOIDAL LOADING TABLES (TABLE 115). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 11A). TABLE 11A 1.29.6 111 °x .1a° AIum Tube 51W1 Rest.0galar Loading Design Pressure wei Opening NerUal or HoHnonlai) 6"1 allEEME. 601n 9'3 in 1111111:01. Ma= IMAISC KE "'Y - © ©1E1© A B C A BC BC A © 70 BC ©11:11:1©131©©n©uzi 81 A S C A B C A B 70 83 84 83 88 49 88 35 30 35 ©131© 81 88 61 ©Q 69 81 421n 117 97 117 88 4810 50 80 80 65 85 85 88 85 88 43 48 45 42 42 42 33 El 38 24 24 24 60.625 48 05 89 69 88 58 58 47 47 ID 41 gm 41 30 38 38 32 32 32 20 20 20 5419 57 57 57 48 48 48 39 35 38 34 34 34 30 30 30 27 27 27 17 17 17 8010 42 42 © 24 34 34 134- 29 29 n 1:11 25 15 8311 37 37 37 30 30 33 25 25 25 22 n 22 18 ' n 9 17 17 El • 66 In 32 82 32 25 28 26 22 22 22 9 19 19 17 17 El 16 15 15 721n 7618 781n 28 21 20 2 8 21 20 25 21 20 20 ® 18 20 17 18 20 17 15 17 18 17 15 0 15 15. 9 El TABLE 11B 'Jr x zip x .126° Alain Tube TrfanuOadTrapoxeldalLoading Design Nessus Ibile) Opening (V816aal or Horizonlo5 50 In 80 in 70 in 80 in 80 in 100 in 130 In Anchor end 861641860,/139,A Sea Titre 8 BC A BC A B C A BC A 1 3 0 5 BC A B- C le ofAnohos 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 X 1 Z 421n 187 138 187 149 128 149 139 119 139 135 116 135 134 118 134 134 118 134 134- 19 134 48 t o 108 408 108 a 8 85 88 88 81 81 81 79 79 78 79 7 9 7 9 79 79 79- 60.822In 91 91 91 79 79 79 72 72 72 87 8T 87 85 85 85 84 34 04 84 64 64 5470 74 74 74 84 84 84 58 58 58 53 63 83 51 61 51 49 49 49 49 49 49 8 0 10 53 58 85 4 8 4 8 4 6 4 1 4 1 4 1 3 7 3 7 3 7 3 5 3 5 3 5 3 3 3 3 3 3 33 32 35 83 in 48 48 46 39 39 .39 35 38 33 32 92 32 29 29 29 28 28 28 28 28 28 88 Gr 38 39 39 34 34 34 30 30 30 27 27 Z7 25 25 25 24 24 24 22 22 22 721n 30 30 30 26 28 28 23 23 23 20 20 20 19 19 19 15 18 18 16 18 18 761n 25 28 28 22 22 22 9 18 19 17 17 17 10 18 18 18 18 18 78In 23 23 23 33 20 20 17 17 17 18 18 18 Z 1r as eenrpdyi72 •r!tti fe. NOM Miami Dads Pm*$ r NY 1LYNN O ...... ./4„*. gr • • • No. 58705 �* rot !O'A • •. FLORIDP � �.�� rrr'cis`'6NA1 �� A. LYNN M&'L.h!k•P.E. FL P.E.# 59705 309/3.2511 TUBE BAY MILLION AND CLIP USE CUPS PER DWI END i i CLIP ANGLE 6083 -78 ALUM r.12/3 X.SEC71ON 1- 22300° ---1 T ALLOWABLE SCREW PATTERNS INTO CONCRETEICMU INTO WOOD/STEEL/AL TABLE NOTES: 1) UNEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE 2)ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 3) THE CLIP ANGLE MAY BE COUNTERSUNK. 4) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 5) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/I•RAPEDOIDAL LOADING TABLES (TABLE 12B). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 12A). TABLE 12A 5.28°90086 AL BAY MULL R83an010ar Loadln8 Design Pressure Pat) Opening "Meal or Horizontal) 4019 80 In 701n 808, BO to 10015 110 in 18081 Anchor and Subabatelype, See Table 13 A B C A B C A 00 C A B 0 A B C A B C s A B C A B C OofAnchors 2 2 8 2 2 8 2 2 B 2 2 6 2 2 8 2 2 6 2 2 8 2 2 8 6 I75 1 4215 119 07 119 109 81 109 99 89 99 89 81 89 79 54 79 71 49 71 85 M 88 48 90 46 481n 128 85 128 108 71 117 92 81 108 81 83 89 72 47 80 86 42 92 59 39 74 40 27 51 60.62511 123 81 128 102 87 •20 88 138 111 77 50 103 88 45 84 51 '40 88 88 37 78 38 28 84 541n 118 78 131 M 83 123 82 54 115 72 47 107 84 42 99 87 38 91 52 34 83 38 24 57 8010 103 66 135 M 57 128 74 49 120 88 42 113 87 98 100 82 34 89 47 31 82 32 21 85 83 in 55 85 138 82 54 133 70 48 122 82 40 104 55 36 91 49 32 81 45 25 73 31 29 80 8810 94 82 138 78 61 125 67 44 105 88 39 99 82 94 81 47 31 72 43 28 85 29 19 48 721n 88 67 122 72 47 100 82 40 84 54 35 72 48 31 83 43 28 88 39 28 51 27 18 34 781n BL 64 188 88 46 85 55 35 72 51 34 82 45 32 04 41 27 48 37 24 43 28 17 29 51 so 62 07 se 44 7. 87 37 87 ao 33 87 44 22 80 40 28 45 38 24 40 25 18 27 901n 84 45 84 82 38 82 44 82 44 38 2 98 33 26 33 96 23 30 27 21 27 18 28 18 63 In 53 42 83 43 95 49 87 30 37 32 27 32 28 24 28 28 21 25 22 19 22 15 23 15 108In 38 38 88 51 31 31 28 28 28 22 22 22 20 20 20 15 18 18 18 15 18 19 15 18 111 In 38 38 35 29 28 29 24 24 24 21 21 24 18 18 .18 18 18 18 15 15 18 18 18 • 15 120In 144 In 28 18 28 18 28 18 23 23 29 19 19 19 17 17 17 15 15 16 19 19 19 15 15 16 TABLE 12B 3.26° 30 DEG. AL BAY MULL Tr4aigalarfrapazotdal Loading 1 DWGo Preemie Obd6 ) Operdn8 (Vette& or HeAZOMaI) 501n 8010 7010 80In 8011 10011 110In 18015 Amster and 981858ale13pa. 580 Table B A B O A B C A B C A B C A B C A 18 0 * B C A B C 0 MAncl8e 2 2 8 2 2 8 2 2 8 2 2 8 2 2 8 2 2 8 2 2 6 2 2 8 13 t. A 42In 170 138 170 170 128 170 170 115 170 170 118. 170 170 118 170 170 118 170 170 118 170 170 118 173 48In 170 118 170 187 '103 170 145 88 170 139 91 170 138 89 170 185 89 170 135 89 170 136 89 170 50.625 to 158 107 170 145 95 170 134 88 170 127 83 170 123 81 170 121 80 170 121 50 170 121 80 170 54 in 150 98 170 133 87 170 122 90 170 114 75 470 110 72 170 107 70 470 108 70 170 108 70 170 80 In 131 88 170 115 79 170 104 M 170 87 84 170 92 80 180 M 88 162 67 57 148 88 67 148 8319 123 51 170 108 71. 170 97 84 189 90 V 189 85 68 142 62 84 134 80 62 128 78 51 128 851n 119 78 170 101 87 186 01 80 147 84 M 433 79 82 123 78 80 117 79 48 112 71 47 108 7201 104 89 148 91 80 128 81 53 111 75 49 100 70 48 92 88 48 88 83 42 52 80 39 78 7811 88 84 125 55 88 108 78 80 93 80 48 84 84 42 77 81 40 72 88 88 88 54 38 82 78 kI 08 82 419 ffi 54 88 73 48 87 44 77 82 41 71 89 38 88 58 37 82 6t 34 55 9019 74 53 74 83 45 83 66 40 58 49 98 49 44 34 44 41 31 41 38 30 38 32 28 32 8881 81 49 81 522 42 5 48 37 45 40 34 40 38 31 38 A4 29 33 31 27 31 26 23 25 109 in 43 43 43 98 38 38 91 31 31 28 28 28 23 29 26 23 23 23 21 21 21 19 15 18 111 In 39 39 39 33 33 33 29 29 29 26 25 25 23 23 23 21 21 21 19 19 19 18 18 • 15 120 to 144 In 31 18 31 18 31 15 28 15 29 15 28 10 22 22 22 20 20 20 18 18 19 19 19 19 15 15 16 1 1 1 O 25-' wpprsrto as 95r s 6.. Gate <� AIOA8 B Csatrot \ \• 11( Il�ttt /i7 140.58Tar 1A-°RW 4141 '.•°; , •. 2o... ...G? 9SIONAL s A. YNS WAR, P.E. FL P.E# 58705 4513.25' TUBE BAY MPJLUON AND CLIP 3.488' EXTERIOR .126' MULLION 8083- T8ALU63. XSEC1ION OUP ANGLE 8083 -78 ALUM. 70P VIEW CJP ANGLE 608918 ALUM. XSECTION .981° ALLOWABLE SCREW PATTERNS INTO WOOD!STEEUAL. .126• —H USE2 CUPS PERIULei. E8® 1-- 2.6021"--•1 T TABLE NOTES: • 1) LINEAR INTERPOLATION BETWEEN SIDES ANDIOR DESIGN PRESSURES IS ALLOWABLE. 2) ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 3) THE CLIP ANGLE MAY BE COUNTERSUNK. 4) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 5) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE IDAL LOADING TABLES (TABLE 13B). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 13A). TABLE 13A 3.28 AL °45 RedangWerimding Design Preasl76 86i*1t BAY NULL Opening (VertI86I or 1167 9 9 5 91) 8043 80In 70In 8043 90 In 100In 110 in 180 In Anchor end 298081877pe, Sam Table B A B C A BC B A B C A B C A B C A 0 0 * 8 0 * BC 2 8otAndaae 2 2 8. 2 2 8 2 2 8 2 2 8 2 2 8 2 2 8 2 2 8 2 2 8 b 42In 119 97 118 108 81 108 99 89 99 89 61 89 79 84 79 71 48 71 86 44 86 48 30 48 48In 128 86 120 108 71 117 02 81 102 81 53 99 72 47 90 86 42 82 89 99 74 40 27 81 80.8e Is 123 81 128 102 87 120 88 88 111 77 80 103 98 46 94 61 40 63 86 37 78 88 28 84 6481 115 78 131 88 69 123 62 64 119 72 47 1W 94 42 99 67 38 91 52 34 83 38 24 67. 8043 103 86 130 68 57 128 74 48 120 68 42 113 87 38 108 62 94 96 47 31 88 32 21 68 6313 99 OB 138 82 84 190 70 48 123 82 40 112 68 38 88 49 32 67 45 28 78 31 20 83 681n 84 82 138 76 81 131 67 44 120 88 39 103 82 34 08 47 31 80 43 28 72 29 19 49 72In 88 67 140 72 47 114 82 40 98 61 36 83 48 31 73 43 26 68 39 28 88 27 18 38 7819 62 84 120 88 48 88 68 38 62 61 34 71 46 30 82 41 27 86 37 24 80 28 17 34 78In 80 62 111 68 44 91 61 37 78 60 33 68 44 29 88 40 28 81 3 24 4s 28 18 31 9043 89 48 74 87 38 80 48 32 69 49 28 44 98 28 36 34 23 34 30 21 30 38 88 In 70 Min 81 42 91 80 38 80 42 30 42 33 27 38 32 24 32 28 21 26 26 19 26 29 108In 49 108In 43 3B 43 36 31 86 30 27 30 28 24 28 23 21 23 20 19 20 18 17 18 19 1111, 48 111 In 40 37 40 33 31 33 28 26 28 24 23 24 21 20 21 19 18 19 17 17 17 17 130 in 1445, 36 20 12051 32 32 32 28 28 26 22 22 22 19 19 18 17 17 17 16 18 16 17 TABLE 13B 3.25°45 080. AL BAY MULL Trlanguter7Rapezcldal Loading CesIga Preeaoe (11981) Com** ehnlIcel or1131zoNel) 601n 80In 7041 50In 831n 1004n 110In 180In Anchor and 184380887ype. See Table B A B C A BC A B C A B G A 8 C A 8 C A B C A B C 9ofAnchors 2 2 8 2 2 8 2 2 8 2 2 8 2 2 8 2 2 8 2 2 8 2 2 6 f Mull Length Werttam or Horizontal) 4243 170 138 170 170 128 170 170 119 170 170 118 170 170 118 170 170 118 170 170 118 170 170 116 170 4901 170 118 170 187 103 170 146 98 170 139 91 170 135 88 170 138 88 170 138 88 170 138 8B 170 50.625 In 163 107 170 149 98 170 134 58 170 127 83 170 123 81 170 121 W 170 121 82 170 121 80 170 84In 180 99 170 133 87 170 122 BO 170 114 78 170 110 72 170 107 70 170 108 70 170 108 70 170 8049 131 86 170 118 78 170 104 BB 170 97 84 170 92 00 170 69 68 184 87 67 169 88 67 107 6343 123 61 170 109 71 170 97 64 170 90 88 166 88 66 183 62 84 144 80 62 139 78 61 138 891n 119 78 170 101 97 170 81 60 184 64 55 148 79 82 121 78 60 128 73 48 123 71 47 118 721n 104 69 170 91 80 148 81 63 127 78 49 118 70 48 198 83 43 99 63 42 84 80 39 88 78 In 88 84 144 96 68 122 78 50 107 88 48 98 84 42 68 81 40 82 68 98 76 64 35 71 78In 98 82 133 82 84 113 73 48 99 67 44 88 62 41 81 69 39 76 68 37 71 91 34 84 OO in 80 83 68 69 48 72 61 40 63 68 38 68 81 34 91 W 31 47 44 30 44 38 28 38 88 In 70 49 70 89 42 89 61 97 81 48 34 48 41 31 41 30 28 38 36 27 36 29 23 29 108In 49 439 49 41 37 41 38 32 38 32 28 32 29 28 29 26 28 26 24 23 24 19 19 19 1111, 48 41 48 38 38 38 33 31 33 29 28 29 28 28 28 24 24 24 22 22 22 17 17 17 130 in 1445, 36 20 38 20 38 20 30 17 30 17 30 17 28 15 28 18 26 15 29 23 23 21 21 21 19 19 19 17 17 17 FL P.E.# 58705. EE(AMPLL 1: SINGLE VERTICAL MULLION .'NO ANCHORS IN HEAD , -SEE FENESTRATION PRODUCT'S NOA -\ SEE DETALLS, SHEETS r -- // NOANOHORB IN au. I - H -MULL WIDTH WIDTH THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2 -1/4'. THE OPENING REQUIRES A DESIGN PRESSURE OF +80.0/-85.0 PSF. 1) SELECT WHICH METHOD OF ATTACHMENT IS THE MOST SUITABLE FOR YOUR APPLICATION FROM TABLE B, SHEET 3. FOR THIS EXAMPLE, ANCHOR/SUBSTRATE TYPE "C" WILL BE USED FOR BOTH ENDS OF THE VERTICAL MULLION. 2) THE MULLION LENGTH IS 80° AND THE OPENING IS 37+32 =84'. BECAUSE THE SILL OF THE WINDOWS ARE NOT ANCHORED, THE TABLES USING RECTANGULAR LOADING MUST BE USED. SCAN THE MUWON TABLES FOR A MUWON THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4° AND WILL MEET OR EYCFED THE REQUIRED DESIGN PRESSURE OF +80.0/ -85.0 PSF WHEN USING THE "0" COLUMN AS DETERMINED IN THE PREVIOUS STEP. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVALABLE. FROM TABLE 3A, SHEET 7, THE 1" X 2.75' X .375° MULLION MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +1 -82.0 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLCATION. FROM TABLE 4A, SHEET 8, THEY X 2.75° X .850" MULLION (LENGTH = 80°, OPENING = 84") HAS A DESIGN PRESSURE OF +1-98.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE NUMBER OF ANCHORS REQUIRED IN THE CLIP. BECAUSE THE MUWON ADDS? TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED BUCK WIDTH 1S 32' +1 °+32"=86". VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED WIDTH. 3) VERIFY THE DESIGN PRESSURE FOR THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MUWONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULUON AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. EXAMPLE 2: MULTIPLE MULLIONS MULL WIDTH-it i VERTICAL MILLION 8 OPENING FOR HORQ. MULLION DETAILS, S� 24 M \ I ULL FENESTRATION PRODUCT'S PRODUCT'S PRODUCT'S N0A -� r- _ -_, [-WIDTH - -SEE DETAILS, SHEET 3 I - -._� -1 SEE DETAL E, SHEET 3 SEE DETALLS, SHEETS 1-3 r - � f I 38'. HORIZ 13r. HORIZ MULL LENGTH MULL LENGTH OPENING FOR VERTICAL MULL THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS -AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2 -3/7 THE OPENING REQUIRES A DESIGN PRESSURE OF +50.01-55.0 PSF. 1) SELECT WHICH METHOD OF ATTACHMENT IS THE MOST SUITABLE FOR YOUR APPLICATION FROM TABLE B, SHEET 3. FOR THIS EXAMPLE, ANCHOR/SUBSTRATE TYPE A° WILL BE USED FOR THE EIS,) OF THE HORIZONTAL MUWON ATTACHING IN CMU AND TYPE °C" (INTERSECTION U-CLIP) WILL BE USED FOR THE END ATTACHING THE HORIZONTAL MUWON TO THE ALUMINUM VERTICAL MULUON. FOR BOTH ENDS OF THE VERTICAL. MUWON ATTACHING TO CONCRETE, TYPE 'A' WILL BE USED. 2) CHOOSE THE LONGER MUWON FIRST. FOR THE VERTICAL MULL, THE MULLION LENGTH IS 37+72°x104 AND THE OPENING IS 3" +36 =72'. BECAUSE THE FRAME OF THE WINDOWS ARE ANCHORED ON ALL 4 SIDES, THE TABLES USING TRAPEZOIDAL LOADING MAY BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2318° AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.01 -55.0 PSF WHEN USING THE A COLUMN AS DETERMINED IN THE PREVIOUS STEP. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE THE 7 X 6' TUBE MULUON ON SHEET 14, TABLE 10B, MEETS OUR REQUIREMENTS WITH A DESIGN PRESSURE OF +/-88.0 PSF. NOTE THE NUMBER OF ANCHORS REQUIRED IN THE CLIP. BECAUSE THE MULLION ADDS 2° TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED BUCK WIDTH IS 38" +7+38'4=74 °. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED WIDTH. 3) FOR THE HORIZONTAL MULLION, THE MULL LENGTH IS 37 AND THE OPENING IS 37+72'=104° BECAUSE THE FRAME OF THE WINDOWS ARE ANCHORED ON ALL 4 SIDES. THE TABLES USING TRAPEZOIDAL LOADING MAY BE USED. SCAN THE MUWON TABLES FORA MUWON THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-317 AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE Of +50.0/-55.0 PSF WHEN USING THE A° COLUMN AS DETERMINED IN STEP 1. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. THE 1' X 2.75" X .377 TUBE MULLION ON TABLE 3B, SHEET 7 MEETS OUR REQUIREMENTS WITH A DESIGN PRESSURE OF +1-170.0 PBF. NOTE THE NUMBER OF ANCHORS REQUIRED IN THE O.P. BECAUSE THE MULLION ADDS 1' TO THE HEIGHT OF THE MULLED UNIT, THE ADJUSTED BUCK HEIGHT IS 32"+1' +77=105'. VERIFY THAT THE DESIGN PRESSURE I8 STILL APPUCABLE FOR THE ADJUSTED,HEI GHT. NOTE THAT THIS IS A DIFFERENT MULLION THAN THE VERTICAL MULLION. OPTIONALLY, THE SAME MULL COULD BE USED AS LONG AS THE FINAL DESIGN PRESSURE REQUIREMENTS ARE MET. 4) FOR THE INTERSECTION CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE 2 ANCHORS AS SPECIFIED ON THE INTERSECTION CUP DETAIL FOR THIS MUWON IN SHEET 7. ANCHORS SHOULD BE #12 SHEET METAL SCREWS (ANCHOR TYPE C) SINCE THE SUBSTRATE IS ALUMINUM, SEE TABLE B, SHEET 3. 5) FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: +/•88.0 PSF FROM THE VERTICAL MULLION: +1-170.0 PSF FROM THE 38° HORIZONTAL MULLION ATTACHING TO CMU: +1-170.0 PSF FROM THE 38" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). THE LOWEST DESIGN PRESSURE IS +/.88,0 PSF AND WOULD APPLY TO ALL OF THE MUWONS. 8) VERIFY THE DESIGN PRESSURE FOR THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MUWONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MUWON AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION WECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. 0 m 2 011 a 1 CC J I 1 IR noproved Bim1 .n C � Code Iltatt , /j NOAH .IOr -rxz M1sm.1 Dade f CuMm1 ` ``.StYNN '_'q` .t.%: t•1SQ '''ice: ) 3 58705 • P�•N'.,FLOR7 'a(? i �.fFSg'�AL�,,. A. LYNN �tIIu 1, P.E FL P.E.# 58705 MIAMI-DAL?E COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/buildinRcode PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 9 2. L . I 1 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 "PW -701" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact", sheets 1 through 8 of 8, dated 7/14/03, with last revision "C" dated 03/31/10, prepared by PGT Industries, signed and sealed by Anthony L. Miller, 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 Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 # 08- 1112.10 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No 10-0504.05 Expiration Date: February 19, 2014 Approval Date: September 22, 2010 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 4259 -4, titled "Aluminum Picture Window, Impact ", sheets 1 through 8 of 8, dated 7/14/03, with last revision "C" dated 03/31/10, prepared by PGT Industries, signed and sealed by Anthony L. Miller, P.E. B. TESTS "Submitted under NOA # 08-1112.10" 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) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum fixed windows of various shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3835, dated 07/18/03 and Test Report No. FTL -3850, dated 07/31/03, both signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor verification calculations, complying with FBC -2007, dated 08/18/10, prepared, signed and sealed by Anthony L. Miller, P.E. "Submitted under NOA # 08- 1112.10" 2. Anchor verification, comparative and structural analysis, dated 04/13/2007, prepared, signed and sealed by Robert L. Clark, P.E. 3. Glazing complies w/ ASTME - 1300 - 02/04. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS "Submitted under NOA # 081112.10" 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for the "Saflex IIIG Clear or colored Interlayer", expiring on 05/21/11. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB ", expiring on 12/11/2010. F. STATEMENTS "Submitted under NOA # 08- 1112.10" 1. Statement letter of code compliance, "No change from previous approval and "No financial interest ", dated 11 -06 -08 signed and sealed by Robert L. Clark, P. E. 2. Statement letter of Lab compliance, as a part of above referenced test reports. E -1 1000 M. Utrera, P.E. Product Control Examiner NOA No 10- 0504.05 Expiration Date: February 19, 2014 Approval Date: September 22, 2010 NOTES: SERIES 701 ALUMINUM FIXED WINDOW 1. DIRECTIONS FOR USE A. DETERMINE THE PRODUCT'S MAXIMUM DESIGN PRESSURE FROM EITHER TABLES ON SHEET 2 (DEPENDING ON YOUR GLASS TYPE). B. DETERMINE THE TYPE AND QUANTITY OF ANCHORS REQUIRED TO MEET THE WINDOWS DESIGN PRESSURE FROM SHEET 6 FOR WOOD SUBSTRATES, OR SHEET 7 FOR MASONRY SUBSTRATES. SPACE ANCHORS APART EQUALLY PER NOTES ON SHEET. C. USE SHEETS .3 THROUGH 6 TO INSTALL PRODUCT, REFERENCING NOTES FROM SHEETS 6 & 7. 2. DESIGN PRESSURE RATINGS: NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND ASTM 01300 -02, 3- SECOND GUST. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND ASTM E1300 -02, 3- SECOND GUST. 3. ANCHORAGE: THE 33 -1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO SIEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. CURRENT EDITION. LOAD DURATION, CD, OF 1.6 WAS USED IN WOOD SUBSTRATES ONLY. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, C -90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE, SEE SHEET 7. 6. REFERENCES: t.sl REPORTS, FTL -3835 & FTL -3850, NOA: 07- 0425.01 (ULTRACON), 03- 0225.05 (CRETE - FLEX), ANSI /AF &PA NDS -2005 FOR WOOD CONSTRUCTION. ADM -2005 ALUMINUM DESIGN MANUAL. 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (FIVHZ). 8. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPUED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 9. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING /FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 6° MAX. 44 -1/4° VISIBLE LIGHT 12 -7/8" MAX. 0.C. 92- /4° VISIBLE LIGHT 96° FLANGE TO FLANGE 12 -7/8° MAX. 1 WIDTH 1►- 48" FLANGE TO FLANGE B TYP. FLANGED FRAME ELEVATION (TESTED UNIT) 2° MAX. --�-� 45 -1/4° VISIBLE LIGHT r-- O. 5" MAX. C. 98 /4° FIN TO FIN 5" MAX. O.C. 93- /4" VISIBLE UGHT 96° 2° MAX. 48" 50 1/4" FIN TO FIN TYP. INTEGRAL FIN FRAME ELEVATION (TESTED UNIT) NOA DRAWING TABLE OF CONTENTS GENERAL NOTES 1 ELEVATIONS, FLANGED 1 ELEVATIONS, INTEGRAL FIN 1 GLAZING DETAILS 2 DESIGN PRESSURES, FLANGED2 DESIGN PRESSURES, FINNED, 2 INSTALLATION, INTEGRAL FIN 3 CORNER ASS'Y, INTEGRAL FIN3 INSTALLATION, FLANGED 4 CORNER ASSY, FLANGED 4 INSTALLATION, MISC 5 ANCHORAGE. 6,7 EXTRUSION PROFILES B PARTS LIST 8 OTHER SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM TH0 TABLES ON SHEET 2. E+--- WIDTH —'1 i H— WIDTH —°-I L WIDTH —4 WIDTH 1 1 h+-- WIDTH —►I T x 1 I+ WIDTH --I I— WIDTH --I I— WIDTH -«•{ J.R. Rand 3/31/70 C n INFORMATION OEDFOR LARGEREORGANIZATION I7 TO INCLUDE F.K. Ram Revad By 4/4/07 B b, n By Oaten CHG. NOTE 2 TO REF. ASTM E 1300 -02 AND REVISE ANCHORAGE NOTE .3. Data F C 7114103 Chocked Wyo. 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Doserti ELEVATIONS AND NOTES ALUMINUM PICTURE WINDOW, IMPACT Satoy MOaw: AY-7D1 sama NTS D,a.O y 1 a 8 4259 -4 A. Lynn Miller, P.E. P.E.# 58705 Fin and Flanged Windows Maximum Dentgn Pressure (+1 -� 7/1.57rnk 3n54- .090PV17-311675 7 /19 tam!Rk 16HS- 7/16NR- 3/IGA- .O9GPVB- 3/16115 A or "B" Dimension (In) 24 30 38 42 48 54 80 87.875 °B" of 'A" Dimension On) 38 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 48 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60 80.0 80.0 80.0 80.0 80.0 71.1 71.1 64.0 67.875 80.0 80.0 80.0 80.0 80.0 71.1 64.0 62.1 72 80.0 80.0 80.0 80.0 79.3 71.1 84.0 78.8 80.0 80.0 80.0 80.0 75.0 70.0 64.0 84 80.0 80.0 80.0 74.3 88.3 63.6 85.3 80.0 80.0 80.0 73.5 67.4 82.5 96 80.0 80.0 77.2 84.7 58.2 109.7 80.0 80.0 72.3 58.3 120 80.0 80.0 70.4 128 80.0 80.0 70.0 145 80.0 80.0 Fin and Flanged Windows Maximum Design Pressure ( +� psf) 7/islands 9 /1WI .09DPVa- 3/16NS 7/16 LsNI6.3A611S- 7n6A6t- 311EN5 - .s9PVB -3n6F5 A or °B° Dimension 6n) 24 30 36 42 48 54 80 67.875 I"B" or "A° Dimension (in) I 36 80.0 80.0 80.0 .80.0 80.0 80.0 80.0 80.0 48 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60 80.0 80.0 80.0 80.0 80.0 71.1 71.1 64.0 67.875 80.0 80.0 80.0 80.0 80.0 71.1 84.0 62.1 72 80.0 80.0 80.0 80.0 80.0 71.1 64.0 76.8 80.0 80.0 80.0 80.0 80.0 71.1 64.0 84 80.0 80.0 80.0 80.0 80.0 71.1 85.3 80.0 80.0 80.0 80.0 80.0 71.1 98 80.0 80.0 80.0 80.0 80.0 109.7 80.0 80.0 80.0 80.0 120 80.0 80.0 80.0 128 80.0 80.0 80.0 145 80.0 80.0 NOTES: 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 7/16" LNG GLASS NOMINAL 7/19' AIR SPACE 3/18' ANNEALED OR I•FAT STRENGTHENED GLASS 3/18' HEAT STRENGTHENED GLASS 1/16' LAW GLASS NOMINAL .090' DUPONT 8UTA000 OR SAFEX KEEPSAFE MAXIMUM PVB MTERLAYER 3/18' HEAT STRENGHENED CLASS 11/16' 1709. GLASS BRE 1- 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) "A" & "8" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1 DIM. L "B" DIM. - --►! 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145" NOR CAN THE WINDOW AREA EXCEED 32FT1. 2. FOR SIZES NOT SHOWN, ROUND U.L. TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS 'A° AND 'B") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). %L" �pIM.� '8" DIM. Finsel Br J.R. Date: 3/31/10 Revisions* COMPLETE REDRAW AND REORGANIZATION 70 INCLUDE INFORMATION FOR LARGER WINDOWS. Rend 87 F.K. Raved W Omen By FC 4/4/07 7/1489 Rasa** 8 NO CHANGE THIS SHEET *Oat(: I 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMIS, • FL 34274 GLAZING DETAILS ALUMINUM PICTURE IMNDOW, IMPACT PYW7o1 160(9 51.e NTS I 2 ar 8 DraR+4 Ns. 42594 fitriDUCTIIEWSED es BaQatOode tlePlar14 AeoeyOoseNo t'.OS fl 13!(ilG:+ ,7luulrrr /jr LYNN�C'7,,i ~�O 'JOENSF No. 58705 a :�C`••. sTA of $' An ••. ;FtoES1dP.� C9 ��'!c`sS ►ONA� �.�`� A. Lynn 1 IAlIIai 7 P.E. P.E.# 58705 INSTALLATION DETAILS FOR FINNED FRAMES 2X WOOD BUCK OR FRAMING .131" (1/8") X 2 -1/2° NAIL, WITHIN 2° OF CORNERS AND 5° O.C. MAX. WINDOW HEIGHT MAX. VISIBLE LIGHT OPENING INTERIOR SEE ANCHOR GUIDELINES, SHEET 8 1 3/8" MIN. EMBEDMENT T .375° MIN. EDGE DISTANCE .375" MIN. EDGE DISTANCE 1/4' MAX. SHIM SEE SHEET 8 2X WOOD BUCK OR FRAMING VERTICAL SECTION D -D 2X WOOD BUCK OR FRAMING .131" (1/81 X 2 -1/2" NAIL, WITHIN 2" OF CORNERS AND 5" O.C. F- -- 1/4" MAX. SHIM ) NTERIOR 18 e 1/4" MAX. SHIM --.I ..— 2X WOOD BUCK OR FRAMING SEE ANCHOR GUIDELINES, SHEET 6 90° CORNER ASSEMBLY NOTES 1. USE ONLY NAILS PER ABOVE, OR ANCHORS LISTED ON SHEET 6., FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. Roved B Dote: Raideem COMPLETE REDRAW AND REORGANIZATION TO INCLUDE J.R. 3/31/10 C INFORMATION FOR LARGER WINDOWS 80€ MAX. VISIBLE LIGHT OPENING MAX. WINDOW HEIGHT HORIZONTAL SECTION C -C ) XTERIOR MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY 1 -3/8" MIN. EMBEDMENT Resod By: OMs Revhdo ee Rana ey: Dote: Dross By 7/14103 Cheek.: *Dam 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1529 NOKOMtS, FL 34274 r-' DesetReete INSTALLATION, FINNED FRAME tam ALUMINUM PICTURE WINDOW, IMPACT NTS I 3 er 8 I 4259-4 PRODUCTREViSED ioonpblegvn thepkdde Cob Amepho No 14.1:44 i5 . * W0137°5 8'r rE t -Pe... • �� L �: A. LyA 11Et!lll,V, P.E. P.E.# 56705 INSTALLATION DETAILS FOR FLANGED FRAMES SEE ANCHOR GUIDELINES, SHEET 7 SEE ANCHOR GUIDEUNES, SHEET 7 SEE ANCHOR GUIDEUNES, SHEET 7 MIN. CONCRETE KSI PER MIN. CONCRETE KSI ANCHOR TYPE,.-- .s;., PER ANCHOR TYPE, SEE SHEET SEE SHEET OR 1.5 KSI 7 OR 1.5 KSI MIN. CMU MIN. CMU IX WOOD BUCK 1/4° MAX. SHIM 1X WOOD BUCK 1/4° MAX. SHIM 1/4° MAX. SHIM SEE ANCHOR GUIDELINES, SHEET 6 MAX. WINDOW HEIGHT MAX. VISIBLE LIGHT OPENING INIE J_0R SEE ANCHOR GUIDEUNES, SHEET 6 SEE ANCHOR GUIDEUNES, SHEET 6 1/4° MAX. SHIM 2X WOOD BUCK OR FRAMING VERTICAL SECTION B —B SEE ANCHOR GUIDEUNES, SHEET 7 INTERIOR 8-0 17 oR 21 90° CORNER ASSEMBLY NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. MAX. WINDOW HEIGHT HORIZONTAL SECTION A —A MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES ANGLED CORNER ASSEMBLY 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON 7111S PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 -1/2 °. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOUD CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1 -1/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 2X WOOD BUCK OR FRAMING SEE ANCHOR GUIDEUNES, SHEET 6 Revad 9y J.R. Raved Doty DV 00 Partaken. C COMPLETE EDRW AIb RE �ZATION TO INCLUDE REDRAW Semi ay. Oran: Sy FX Data Oaten 7//489 Ctrooked Dacta 070 TECHNOLOGY DRIVE N. VENCE, FL 34275 P.O. BOX 1529 NOKOMIS..FL 34274 INSTALLATION, FLANGED FRAME ALUMINUM PICTURE WINDOW, IMPACT SeArOkMC seedy Sheet Oeukro Ne. PWXVI NTS 4 8 42384 PIDMXXIRBVISED soc onyiidw➢lbFlodb DoildisaCodo AosopunosNo / / /'•f%S 09 Division Ncdostedenal �Vtti 11114 , b}Il( yy7� a • ".DENSE * : e40-587a5 • 7 ii '••. FL.••. A. Lynn Miller, P.E. P.E.# 58705 MISC INSTALLATION DETAILS FIN FRAME WITH FIN REMOVED SEE ANCHOR GUIDELINES, SHEET 6 MTERIOR 1 3/8° MIN. EMBEDMENT 1/4" MAX. SHIM 2X WOOD BUCK OR FRAMING EQUAL LEG FRAME (OTHER FRAMES SIM.) 2X WOOD SUBSTRATE #12 STEEL SELF SMS (05), Elnin USE SAME ,I ANCHOR bissr QUANTITY & SPACING AS _ Ie #12 STEEL ookit SCREW , EXTERIOR (SHEET 6) 1/8" NOM. MIN. #12 STEEL SELF-DRILLING SMS (05) FIN FRAME WITH FIN REMOVED .1_ SEE ANCHOR GUIDELINES, SHEET 7 DADE APPROVED MUWON (SEE SEPERATE NOA) ALUMINUM: 6063 -T6 MIN. .125" MIN. WALL THICKNESS FLANGE FRAME (OTHER FRAMES SIM.) ALUMINUM MULL SUBSTRATE Dora USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL SCREW (SHEET 6) SEE ANCHOR GUIDELINES, SHEET 7 INTERIOR 1% WOOD BUCK 1/4" MAX. ISHIM FIN FRAME WITH FIN REMOVED SEE ANCHOR GUIDELINES, SHEET 7 INTERIOR SEE ANCHOR ." GUIDELINES, SHEET 7 T L MIN. CONCRETE KSI PER ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU LMIN. CONCRETE KSI PER ANCHOR TYPE, SEE SHEET 7 OR 1.5 KSI MIN. CMU EQUAL LEG FRAME (OTHER FRAMES SIM.) 1X WOOD BUCKSTRIP --w� r- 1/4" MAX. SHIM 1 -3/8° BEDM MIN. '-' -I EMENT EXCLUDING POINT 1/8" NOM. MIN. #12 STEEL SELF - DRIWNG SMS (G5) USE SAME ANCHOR QUANTITY, SPACING & EDGE DISTANCE AS #12 STEEL SCREW (SHEET 6) MEMO METAL FRAMING A36 STEEL: Fy =36 KSI MIN. .125" MIN. WALL THICKNESS 1/4' MAX. SHIM EQUAL LEG FRAME (OTHER FRAMES SIM.) DIRECTLY TO MASONRY 1/4° MAX. SHIM 2% WOOD BACK FLANGE FRAME (OTHER FRAMES SIM.) STRUCTURAL STEEL SUBSTRATE EXIERFOR FULL- LENGTH, WOOD BACKED STEEL STUD ALL GAUGE THICKNESSES (ATTACHMENT BY OTHERS) ER #12 STEEL SELF - DRIWNG SMS (05) USE SAME ANCHOR QUANTITY & SPACING AS #12 STEEL SCREW (SHEET 6) FLANGE FRAME (OTHER FRAMES SIM.) STEEL STUD /WOOD SUBSTRATE NOTES 1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE OMITS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS I5 LESS THAN 1 -1/2 ". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOUD CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1 -1/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MUWON NOA APPUES TO WHOLE SYSTEM. Ra d Rr J.R. SEE ANCHOR GUIDEUNES, SHEET 7 INTERIOR 1/4' MAX. SHIM SEE ANCHOR GUIDEUNES, SHEET 7 MIN. CONCRETE KSI PER ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. CMU FLANGE FRAME PRECAST SLOPED SILL 1/4" MAX. SHIM EXTERIOR STEEL STUD Fy =33 KSI MIN. 18 GA MIN. FLANGE FRAME (OTHER FRAMES SIM.) STEEL STUD SUBSTRATE Revd Bp Ro".d of Review= 3/31/10 Roma oat. Rowe.= INFORMAIIONEF REDRAW RGER EWINDOJI TION 70 INCLUDE Dram 6i• Dotes FJC 7114403 Charted 070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 INSTALLATION, FINNED FRAME ALUMINUM PICTURE WINDOW, IMPACT SorlasAkdok FW-791 Sada NTS Shoot 5 of 8 lumuw Ro 42594 0%111 111114,, A Lynn Miller, P.E. P.E.# 58705 Head, Stll and Jamb Anchor Quantities into Wood or Metal (Anchor Types 1.4) Anchor Description Anchor Type \ °A' or "8' Dimension (k1*) 24 30 36 42 48 54 60 67.875 Anchor Location` 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 IB" or "A" Dhnension (in) 36 Jamb 3 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 Head/SM 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 5 5 6 5 8 5 6 6 6 6 7 6 7 6 48 Jamb 4 4 5 4 5 4 5 4 5 5 5 5 5 5 6 5 5 5 8 5 5 5 8 5 5 5 6 5 5 5 6 5 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 6 6 7 6 6 6 7 6 7 7 8 7 so Jamb 5 5 8 5 8 5 6 5 6 8 6 8 6 6 7 6 8 8 7 8 7 6 7 6 7 8 7 8 7 6 7 6 Head/S111 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 6 6 7 8 7 8 7 8 8 7 8 7 Jamb 6 6 7 6 7 8 7 8 7 8 7 6 7 7 8 7 7 7 8 7 7 7 8 7 8 7 8 7 8 7 8 7 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 8 5 8 8 7 6 7 8 7 8 8 7 8 7 Jamb 6 6 8 6 7 8 8 8 7 7 8 7 7 7 8 7 7 7 9 7 8 7 9 7 8 7 9 Head/SI11 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 5 5 8 8 7 8 7 6 7 8 76.8 Jamb 7 7 8 7 8 7 8 7 8 7 8 7 8 8 8 8 8 8 9 8 8 8 9 8 9 8 9 8 Head/SM 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 8 5 6 8 7 6 7 6 7 8 Jamb 7 7 9 7 8 7 9 7 8 8 9 8 8 8 9 8 8 8 10 8 9 8 10 8 Head/Sill 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 6 5 6 6 7 6 85.3 Jamb 7 7 9 7 8 7 9 7 8 8 8 8 8 8 9 8 8 8 10 8 9 8 10 8 HeadFSIII 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 8 5 6 8 7 8 Jamb 8 8 10 8 9 8 10 8 9 9 10 9 9 9 10 9 9 9 11 9 Head/SM 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 5 5 8 5 109.7 Jamb 9 9 12 9 10 9 12 9 10 10 12 10 10 10 12 10 2 2 2 2 3 3 3 3 4 3 4 3 5 4 5 4 "Width and Height dimensions maybe reversed to locate anchor quantities on the table. If so, the Head/5111 and Jamb rows must also be reversed so that the longer dimension gets the most anchors. Head/Sill 120 Jamb 10 10 13 10 11 10 13 10 11 11 13 11 Head/SW 2 2 2 2 3 3 3 3 4 3 4 3 128 Iamb 11 11 13 11 12 11 13 11 12 12 13 11 Head/SW 2 2 2 2 3 3 3 3 4 3 4 3 145 Jamb 12 12 15 12 13 12 15 12 Head/SM 2 2 2 2 3 3 3 3 NOTES: 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145" NOR CAN THE WINDOW AREA EXCEED 32FI'. 2. FOR SIZES NOT SHOWN, ROUND TO TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A" AND "B") MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. Anchor Type Anchor Description Substrate Min. Edge Distance Mkt. Embed - meet #12, Steel screw (G5) S. Pine 0.664' 1.375' 1 #12, Steel screw (35) S8. Stud, Gr 33 0.324' .048'118G8 #12, Steel screw (35) Akan. 805318 0.324 0.125° #12, Steel screw (G5) A38 Steel 0.324' 0.125 #14, Steel screw (95) S. Pine 0.964' 1.375° 2 #14, Steel screw (G5) Stl. Stud, Gr 33 0.361' .048 18Ga #14, Steel screw (G5) Ahrm. 8063 -18 0.381* 0.125 #14, Steel screw (G5) A36 Steel 0.381' 0.125 3 1/4° Steel llltracon S. Pine 1° 1.375 1/4° 410 SS CreteFlwr S. Pine T 1.375 4 5/16° Steel Ultmcon S. Pine 1.25' 1.375' A° & 'B" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. �+-- 'B" DIM. -y A' DIM. L A° DIM. Revycl Ss Datm KYA.MAs: COMPLETE REDRAW AND REORGANIZATION TO INCLUDE J.R. 3/31/10 C INFORMATION FOR LARGER WINDOWS. a".m ReviHomv F.K. 4/4/07 B NEW SHEET Awed ST Oatm EMOrtm 711483 Ove ml *wars 070 TECHNOLOGY DRIVE N. VENICE. FL 34275 P.O. BOX 1525 NOKOMIS, FL 34274 ANCHORAGE, WOOD SUBSTRATE rake Eft0OUCTIISVISED astimplybewithikeRarkie IIMMiegOode AsFer1. ,.?b r.. /: i', 0„ /rUL7` 'B" DIM. �JN`N y LYNN ... ";. `Ggp18E '. • ' 140.5B1 0 5 ';O,c' . fLOR�04 A. Lynn won .E. P.E.# 58705 ALUMINUM PICTURE WINDOW, IMPACT PYK701 � 8 Otersing 4259-4 C 01.141illrf Head, Sill and Jamb Anchor Quantities Into Masonry (Anchor Types 5-7) Anchor Description Anchor IYPe \ A" or "B" Dimension 6n) 24 30 38 42 48 54 60 67.875 Anchor Location' 6 6 7 5 8 7 5 8 7 5 6 7 5 6 7 5 6 7 5 8 7 6 8 7 I°B" or "A" Dimension (in) I Jamb 4 3 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 4 3 Head/SW 2 2 2 3 3 3 4 4 3 5 5 4 5 5 4 8 6 5 8 8 5 7 7 8 Jamb 5 4 4 5 5 4 5 5 4 6 5 5 8 5 5 8 5 5 6 5 5 6 5 5 Head/Sifl 2 2 2 3 3 3 4 4 3 5 5 4 8 5 5 7 6 8 7 8 8 8 7 7 Jamb 8 5 5 8 6 5 6 8 5 7 6 6 7 8 6 7 6 6 7 6 8 7 8 6 HeadJSOI 2 2 2 3 3 3 4 4 3 5 5 4 6 6 5 7 8 6 7 6 8 8 7 7 87.875 Jamb 7 6 8 7 6 6 7 7 8 8 7 7 8 7 7 8 7 7 8 7 7 8 8 7 Head/S111 2 2 2 3 3 3 4 4 3 5 5 4 6 8 5 7 6 6 7 8 6 8 8 7 Jamb 8 6 6 8 7 6 8 7 8 8 7 7 9 7 7 9 7 7 9 8 7 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 8 7 6 8 768 Jamb 8 7 7 8 7 7 8 8 7 8 8 8 9 8 8 9 8 8 9 8 8 Head/S81 2 2 2 3 3 3 4 4 3 5 5 4 8 5 5 7 6 6 7 6 6 Jamb 9 7 7 9 8 7 9 8 7 9 8 8 10 8 8 10 8 8 Head/Sill 2 2 2 3 3 3 4 4 3 5 5 4 6 5 5 7 6 8 85.3 Jamb 9 7 7 9 8 7 9 8 7 9 8 8 10 8 8 10 8 8 Head/SM 2 2 2 3 3 3 4 4 3 5 5 4 8 5 5 7 8 6 Jamb 10 8 8 10 9 8 10 9 8 10 9 9 11 9 9 Head/SM 2 2 2 3 3 3 4 4 3 5 5 4 8 5 5 109.7 Jamb 12 9 9 12 10 9 12 10 9 12 10 10 Head/Stll 2 2 2 3 3 3 4 4 3 5 5 4 * 120 Jamb 13 10 10 13 11 10 13 11 10 Width and Height dimensions may be reversed to Locate anchor quantities on the table. if so, the Head /Sill and Jamb rows must also be reversed so that the longer dimension gets the most anchors. Hea11S8t 2 2 2 3 3 3 4 4 3 128 Jamb 13 11 11 13 12 11 3 12 11 Head/SIII 2 2 2 3 3 3 4 4 3 145 Jamb 15 12 12 15 13 12 Head/SW 2 2 2 3 3 3 NOTES: 1. ANY ONE SIDE CANNOT BE MORE THAN 145" AND HAVE AN AREA OF MORE THAN 32FT'. 2. FOR SIZES NOT SHOWN. ROUND !JP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION. 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS 'A° AND 'B') MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). 5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. And Type Anchor Description Substrate Min. Edge Distance Min. Embed- mend 5 114' Steal Llltracon 1/4' Steel Ulhacon Hollow Block 2.7k Concrete 1° 1" 1.23 1.375" 8 1/4" 410 SS Creteflex 1/4' 410 SS CreteFlex Hollow Block 3.35k Concrete 1' 1" 1.25' 1° 7 Hollow Block 3.5k Concrete 1.563"9 1.25' 1.25" 1' 5/16° Steel Ulbacon 5/18' Steel Ultrecon "5' •A• DIM. A° & "B" DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. DIM. -►I "B" DIM. Reed Ely J.R. Rand By F.K. Ban 3/31/10 Rend Btr. W o n JC 7/14 4/4/07 Redstone: C Raddon. B COMPLETE REDRAW R1 /ZA170N TO INCLUDE' INFORMATION NEW SHEET Chanced data: 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. 809 1529 NOKOMIS, FL 34274 ANCHORAGE, MASONRY SUBSTRATE nnm ALUMINUM PICTURE WINDOW, IMPACT s aedwaed: PW-709 NTS 7 of 8 42594 2.784° INTEGRAL FIN FRAME O MAT'L: 6063 —T5 DWG NO. 4256A {�— .970° --►{ .975° .050" -- 7/16" LAMI GLASS BEAD �u MAT'L: 6063 —T5 DWG NO. 4255 .346° 975' .050 ° 1-1/16" LAMI I.G. GLASS BEAD 71 MAT'L: 6063 —T5 DWG NO. 4254 INSTALL. FASTENER COVER 3 MAT'L: 6063 —T5 DWG NO. 4224 FLANGED FRAME 2 MAT'L: 6063 —T5 DWG NO. 4253 ITEM DWG # PART # DESCRIPTION 1 4258A 64256 Integral fin frame head, sill & jamb 2 4253 64253 Flanged frame head, sill & jamb 7 1155 781PQX #8 x 1 Quad PH SMS stainless steel 8 Schnee- Morehead SM5504 acryl -r narrow joint sealant or 10 4255 64255 7/16 lami glass bead 11 4254 64254 1- 1 /16lami LG. glass bead 12 1224 61P247 Vinyl bulb weatherstrip (thick) 13 4224 Installation fastener cover 14 Dow Coming 899 glazing sealant or equivalent 15 Dow Coming 995 silicone structural sealant, black 17 7/16" lama glass: 3/16" annealed - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB interlayer - 3116" heat strengthened 18 1 -1/16" lams I.G. glass: 3116" heat strengthened outboard - 7/18" airspace - 3/16" annealed - .090 DuPont Butacite or Salem KeepSafe Maximum PVB interiayer- 3/16" heat strengthened 20 4262 64282 Architectural corner key 21 7116" Iamb glass 3/16" heat strengthened - .090 DuPont Butacfte or Saflex KeepSafe Maximum PVB interiayer - 3/16" heat strengthened 1 -1/16" Iami I.G. glass: 3116" heat strengthened outboard - 7/16" airspace - 3/16" heat strengthened - .090 DuPont Butacite or Saflex KeepSafe Maximum PVB interfayer - 3/18 heat strengthened lam+ EMSEu o.`x, IBf,I I:, /6 BY /r Pend Ey J.fZ Reretl By 3/31/10 C COMPLETE R�1R FOR �DERREW D ZARON TO INCLUDE Rerod By Dote: Drawn By FX Checked eta 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 P.O. 909 1529 NOKOMIS. FL 34274 EXTRUSION PROFILES & PARTS UST ALUMINUM PICTURE WINDOW, IMPACT Serfes/Eadet Scow Sheet DraWnq Ne. PYK7Uf IYTS 8 8 42594 M I AMIOADE . COUNTY MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.maimidade.gov/buildingcode PGT Industries 1070 Technology Drive Nokomis, FL 34274 ( 2 . Q t . 1 , 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 C -740 Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 renews NOA # 05- 1129.11 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. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION M. MAO COUNTY APPROVED NOA No. 08-0111.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17/02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading 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 two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4608 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 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 two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 3. Test reports on 1) Uniform Static Air Pressure Test, Loading 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 two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02)" 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water, Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test R • • • No. FTL 3587 dated 10/8/02, signed and sealed by Jo. e.h Chan, P.E. (Submitted under NOA# 03- 0611.02) E -1 Manuel Pe Product Control xami r NOA No. 0: .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 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 one outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) 6. 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 32.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 06 -0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05- 1129.11, issued to PGT Industries for th- : 'es C -740 Aluminum Casement Window — L.M.I., approved • 0 3/06, exp'jl 5/22/08. Manuel P P.E. Product Contro iner NOA No. i : 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 E -2 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LATE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT Sit (ENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ® F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ® G. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16° LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND O CONFIGURATIONS OPTIONS 3 x 3 0 3 x 0 x 3 x 0 3 x xI0 0 x x 0 x UNEQUAL LITES x 0 UNEQUAL UTES 0 x UNEQUAL LITES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 PARTS LIST 12 ANCHORAGE. 1,3,4,13 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. A. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR °X" CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 6. F. FOR 4,4 --1 "XOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR 444 & "X0° OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. ALL ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. HEAD & SILL MAX. 4" FROM CORNERS MAX. 4° & 7" ON EACH SIDE OF MEETING RAILS MAX. 14 112" SPACING ON VENTS MAX. 13° SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX 13" SPACING (2) ANCHORS 3° APART AT MID -SPAN SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING WITH #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. £7. REFERENCE TEST REPORTS: FTL- 3580, FTL -3582, FTL- 3587, FTL -3729, FTL4607 AND FTL -4608. PRODUCT REHl:t ID) comic }k. r with the t"zaf t set IC 3/25/03 o°° 7/10/03 12/17/02 5 Rarfsba ADD 13/16• LG. & MOVE GLAZING DETAILS TO SHEET 2 NO CHANGE THIS SHEET Realsioax D ADD 76 -HT., GLASS TYPES FAND G. REVISE ANCHORAGE. 1070 TEGMN7L 34 DRIVB Pc �T NOTES AND TABLE OF CONTENTS NOKOMI3, FL 34275 P.O.5OX 1529 ALUMINUM CASEMENT WINDOW, IMPACT Stair NOKOWS. FL 34274 Visibly Better CA-74o NTS 1 m 13 7045-8 (//.. V0-5- Lucas A. Turner, P.E. PE 056201 Mechanical A 1/8" ANNEALED OR .090 PVB INTERLAYER 86 -' HEAT STRENGTHENED 1 GLASS F--- 1/8" HEAT STRENGTHENED GLASS _, 30 31 3/8" AIR SPACE - 1/8" HEAT STRENGTHENED GLASS -.- .65" NOM. GLASS BITE 5116" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 13/16" 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 118" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16' HEAT f--- STRENGTHENED GLASS .65" NOM. GLASS BITE 7/16" LAMINATED GLAZING DETAIL 13/16" 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8" ANNEALED GLASS 13/16" 1.G. W/ 5/16" LAMI GLAZING DETAIL 7/16" LAMINATED COMPONENT .090 PVB INTERLAYER 3/16° HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE 13/16" 1.G. W/ 7/16" LAM1 A GLAZING DETAIL Ponisioresc F.K REDRAW GLAZING DETAILS &ADD 13/16 -1. G. ayes, B, F.K laskr 7/10/53 NO CHANGE THIS SHEET Ream* F.K envos air ADD 13118'LAMI LG. W/7 /16LAM/& CORRECT 5/16" LAM! DETAIL ma.,er F1C 03/25/0.1 Checked By.. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 PST Visibly Better Deamtderr GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT sa<.afomc CA -745 ScAr NTS sm.c 2 " 13 b 7045-8 D PRO »!!y n.. ?.rim Luaf4 A. Turner, P.E. PE 858201 Mechanical ANCHOR LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) ANCHOR LOCATION TYP. 4" MAX. SEE MID -SPAN ANCHOR DETAIL TYP. (2) 4° MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 30" MAX. --- DAYLIGHT OPENING 134° MAX. WIDTH 53" MAX. DAYLIGHT - OPENING DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING 4" MAX. 4" MAX. I r 14 1/2° MAX O.C. TYP. ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) 30° MAX. r_ DAYLIGHT OPENING NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 13" MAX. O.C. 4" MAX. t 4" MAX. / / / - \ / / O /X i / < )S / i' \ SEE MEETING \ RAII/DETAIL (2) 4" MAX. I r 14 1/2° MAX O.C. TYP. ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) 30° MAX. r_ DAYLIGHT OPENING NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 13" MAX. O.C. 4" MAX. t 4" MAX. A 69" MAX DAYLIGHT OPENING 76" MAX. HEIGHT L.- 13" MAX. O.C. — 4- .--. -1 J I- t 141/2" MAX. O.C. VENT HEAD & SILL ONLY VENT TYP. 60" MAX. FIXED SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - XOX" (SEE SHEETS 7 -9 FOR PRESSURES) 37" MAX. A 69" MAX. DAYLIGHT OPENING 76° MAX. HEIGHT PRODUCT RENEWED eativkite with the Tkri& Sodding Cccla Actar..m-m is Ei gtr t.» Re"48° F.K Dew 3/25/03 Malabar CHANGE SHEET NO REFERENCES Rood I* F.K 7/10/03 Rarkrbstr ADD HINGE LOCATION DETAILS Pea By FK 5773/05 lirdsionx CHANGE MAX. HT. TO 78" AND MAX DLO TO or Dam By: F.K 12/17/02 Crnck""By 1070 TECHNOLOGY DRIVE NOKOMIS F<34275 P.O. 80X 152.9 NOKOMIS, 74.30274 PGT YtdT6Hjd�eBeTter _XX" & XOX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT swboammt CA -740 NTS sax me :om 3 " 13 7045 -8 Lucas A Tumor, P.E. PE 1+58201 Mechanical / / - \ / O /X i / A 69" MAX DAYLIGHT OPENING 76" MAX. HEIGHT L.- 13" MAX. O.C. — 4- .--. -1 J I- t 141/2" MAX. O.C. VENT HEAD & SILL ONLY VENT TYP. 60" MAX. FIXED SEE MEETING RAIL DETAIL TYP. (4) ELEVATION "A" - XOX" (SEE SHEETS 7 -9 FOR PRESSURES) 37" MAX. A 69" MAX. DAYLIGHT OPENING 76° MAX. HEIGHT PRODUCT RENEWED eativkite with the Tkri& Sodding Cccla Actar..m-m is Ei gtr t.» Re"48° F.K Dew 3/25/03 Malabar CHANGE SHEET NO REFERENCES Rood I* F.K 7/10/03 Rarkrbstr ADD HINGE LOCATION DETAILS Pea By FK 5773/05 lirdsionx CHANGE MAX. HT. TO 78" AND MAX DLO TO or Dam By: F.K 12/17/02 Crnck""By 1070 TECHNOLOGY DRIVE NOKOMIS F<34275 P.O. 80X 152.9 NOKOMIS, 74.30274 PGT YtdT6Hjd�eBeTter _XX" & XOX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT swboammt CA -740 NTS sax me :om 3 " 13 7045 -8 Lucas A Tumor, P.E. PE 1+58201 Mechanical DENOTES HINGE LOCATION AT HEAD & SILL OF X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY -37" MAX. WIDTH 30" MAX. DAYLIGHT OPENING 13° MAX. O.C. 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT 4" MAX. 4" .-1L ELEVATION "D" - "X" (SEE SHEET 5 FOR PRESSURES) 14 1/2" MAX. O.C. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX O.C. L_ 4" MAX. 4° MAX. -- I --37° MAX. VENT 60" MAX. FIXED 97" MAX. WIDTH SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX O.C. 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 69" MAX. DAYLIGHT OPENING 76" MAX. HEIGHT L_ 4" MAX. 4" MAX - ELEVATION "E" - "O" (SEE SHEET 7 FOR PRESSURES) 30" 53" MAX DAYLIGHT -1 OPENING DAYLIGHT OPENING I I 1- 1 13" MAX. O.C. NOTE: °X" PANEL MAY SWING IN EITHER DIRECTION I ----( 13" MAX. O.C. A AX HT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) PRON.= R as emptying a 0/loII 90kdibz C1431 Arxeptaasitla .. Eipirailau "' ' Road 8y. PK aatec 3?S/03 Roraima: B CHANGE SHEET NO. REFERENCES RmODy F.K tkar 6/83/05 Red.= ADD HINGE DETAIL & HINGE LOCATION NOTES Rea=der. FK Dab: 7/10/03 R"a1me 13 CHANGE MAX NT. TO 76•AND MAX DLO TO 69' DeSWII F.K. Data 12/17/02 Cheaudy- F.K. Dea 1070 TECHNOLOGY DANE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 X" "O" XO° & "OX' ELEVATIONS 14" ALUMINUM CASEMENT WINDOW, IMPACT s.d"4ae4 04-740 NTS Sheet 4 a 13 D"W"RO. 7045-8 aea D 11/%2, 1/0c-- Lucas A Turner, P.E. PE 056201 Mo h9"bel / i / \ I X O 69" DAYLIGHGHT OPENING MIL 76" HEIC I ----( 13" MAX. O.C. A AX HT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) PRON.= R as emptying a 0/loII 90kdibz C1431 Arxeptaasitla .. Eipirailau "' ' Road 8y. PK aatec 3?S/03 Roraima: B CHANGE SHEET NO. REFERENCES RmODy F.K tkar 6/83/05 Red.= ADD HINGE DETAIL & HINGE LOCATION NOTES Rea=der. FK Dab: 7/10/03 R"a1me 13 CHANGE MAX NT. TO 76•AND MAX DLO TO 69' DeSWII F.K. Data 12/17/02 Cheaudy- F.K. Dea 1070 TECHNOLOGY DANE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 X" "O" XO° & "OX' ELEVATIONS 14" ALUMINUM CASEMENT WINDOW, IMPACT s.d"4ae4 04-740 NTS Sheet 4 a 13 D"W"RO. 7045-8 aea D 11/%2, 1/0c-- Lucas A Turner, P.E. PE 056201 Mo h9"bel COMPARATIVE ANALYSIS TABLE 1. 'X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5116" LAMI (1/8"A,.090,1/8"HS) B. 5/16" LAMI (1/8"HS,.090,1/8 "HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5/16" LAMI -W/ 1/8"HS,.090,1/8 "HS) "X" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 66 69 72 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 191/8 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 8 1/2 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 -69.9 69.9 -67.8 67.8 - 66.2 66.2 -65.0 65.0 -63.7 63.7 B,E -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 30 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 - 68.4 68.4 -63.9 63.9 - 60.0 60.0 - 58.5 58.5 - 56.2 56.2 -53.4 53.4 -51.3 51.3 -49.8 49.8 -48.3 48.3 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 3 2 A -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 " -58.9 58.9 - 56.1 56.1 -53.8 53.8 - 50.4 50.4 -47.7 47.7 - 45.6 45.6 - 43.9 43.9 -42.2 42.2 B,E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 -84.4 70.0 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 `57.5 - 54.9 54.9 -51.8 51.8 - 48.6 48.6 - 452 45.2 -42.4 42.4 B,E A -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -75.0 70.0 70.0 -75.0 -70.4 70.0 70.0 -75.0 -60.4 70.0 60.4 -75.0 - 54.3 70.0 54.3 -75.0 -51.1 70.0 51.1 -75.0 47.9 70.0 47.9 -75.0 - 44.8 70.0 44.8 -75.0 -42.2 70.0 42.2 -75.0 -39.7 70.0 39.7 iy =Web dm • low ''' IZ• p7 4.4.; B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 37 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 - 46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 B,E -75.0 70.0 -75.0 70.04 -75.0 70.0, -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 2. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3116 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH 1-90.0170.0 PROMICF RENEWED '°`"ut ing t°w+w MA& guiding Cede Aeexpti cNa ti Dage MST/-41 I�. TABLE 2A. "X" WINDOWS • TEST REPORTS: FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/16 HS) F.13/16" LAMI (1/8 "A,AIR SPACE,7/16" LAMI -W/ 3/16 "A,.090,3 /16"HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH -55.0 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4° SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. �J �° /h'��oL O Lucas A. Turner, P.E. PE 058201 Mechanical FJC 3!26/03 B ADD GLASS TYPE ETO TABLES 186 1070 TECHNOGOOYDRNE 0TECHS FG 34175 P.0 BOX 1519 NOXOWS,, Fl. 34274 PRESSURES- XCONFIG. WINDOWS >r�aay EX Date' 7/10/03 R°"W"¢ C NO CHANGE 7HIS SHEET *� ALUMINUM CASEMENT WINDOW, IMPACT "°"°� FA 6/23105 &2 """" D REVISE ANCHORS 8 ADD 76- HEIGHT OPTION Visibly Batter �""` Drawn e7: F.K. r 12/17/02 cnecwe Sy Dale se.aanawr CA -740 ` NTS 5 > 13 °aF4""O 7045 -8 "°E D COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 "XX" WIDTH GLAZING OPTION: A. 5/16" LAMI (1 /8 "A,.090,1 /8 "HS) HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS NEG FOS NEG POS NEG 37 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 POS 70.0 NEG POS NEG POS NEG POS NEG POS NEG POS -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 43 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 57 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.6 -65.2 65.2 -63.0 63.0 -60.8 60.8 -58.0 58.0 60 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 64 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 68 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 -54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 74 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 , -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 47.7 42.4 39.7 38.6 X X TABLE 4. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1 /8"HS,.090,1 /8"HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5/16" LAMI -W/ 1 /8 "HS,.090,1 /8"HS) ALL XX" SIZES UP TO 74" WIDE x 63" HIGH 1-75.0 1 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580' GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16"HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1-90.01 70.0 TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F.13/18" LAMI (1/8"A,AIR SPACE, 7 /16" LAMI -W/ 3116 "A,.090,3 /16 "HS) A ALL XX" SIZES UP TO 74" WIDE x 76" HIGH 1-55.01 55.0 NOTES: Qo 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" SS4 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Oats Rev ad* Ansi El, F.K 5/23105 lrermms: D REVISE ANCHORS 8 ADD TABLES 76- HEIGHT OPTION 5*07 F.K. Oahe 12/17/02 IiNWBr 1070 TECHNOLOGY DRIVE NOKOMIS, Ft 34275 P.O. BOX 1523 NOKOMS, FL 34274 Yisibiy Betrer bottipaor PRESSURES - XX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT samethet CA-740 NTS Sneer 6 m 13 m :am 70454 D Mirka Lucas A. Tamer, P.E. PE 450201 Mechanical COMPARATIVE ANALYSIS TABLE 6. °0°8'1/4-112- 1 /4XOX' WINDOWS TEST REPORTS: FTL -3582, FTL -3729, FTL -4607, FTL -4808 WIDTHS "0" '7(0X° GLAZING OPTIONS: A. 5/16° LAMI (1/8 "A,.090,1/8 °HS) B. 5/16' LAMI (1/81HS,.(390,1/8 °HS) C. 7/16" LAMI (3/16`A,.090,3/16'HS) E.13/18* LAMI (1/8°HS,3/8' SPACE,5/16" LAMI -W/ 118 °HS,.090,1 /8"HS) F.13116' LAMI (118`A,AIR SPACE,7/16' LAMI -W/ 3/16 °A,.090,3 /16"HS) HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 87 72 NEG POS NEG POS NEG POS NEG POS 36 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 NEG -80.4 POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 60.4 -54.3 -51.1 47.9 44.8 -422 42.2 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -90.0 70.0 37 74 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -87.9 67.9 -59.0 59.0 -52.8 52.8 49.9 -46.4 -90.0 70.0 -90.0 70.0 -90.0 70.0 -55.01 55.0 -55.01 55.0 -41.1 41.1 -38.6 38.6 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 3912 79 A -75.0 70.0 -75.0 70.0 -87.8 70.0 67.8 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -90.0 70.0 -55.01 55.0 -55.01 55.0 -82.1 62.1 -55.7 55.7 -49.8 49.8 -43.8 43.6 -41.1 38.8 -38.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -80.0 42 84 A -75.0 70.0 -75.0 70.0 -62.4 62.4 -58.4 58.4 -63.3 70.0 63.3 70.0 -90.0 70.0 -90.0 -90.0 70.0 -87.4 70.0 -56.4 58.4 -53.4 53.4 -50.0 50.0 -48.9 48.9 44.3 -83.2 -41.9 70.0 41.9 8.E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 70.0 C,F A -90.0 -75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -90.0 70.0 70.0 -79.7 70.0 -75.8 70.0 45 90 -70.3 70.0 -58.0 58.0 -54.6 54.6 -59.3 59.3 -53.6 53.6 50.9 -47.5 47.5 -44.7 44.7 -42.1 42.1 -39.7 39.7 0,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 48 96 A -75.0 70.0 -65.0 65.0 -54.3 54.3 -51.1 51.1 -55.1 70.0 55.1 -90.0 70.0 -882 70.0 70.0 70.0 -72.4 70.0 692 -51.4 51.4 48.8 -45,3 45.3 -42.5 42.5 -40.4 40.4 -38.4 38.4 13,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 5012 101 A -75.0 70.0 -80.8 60.8 -51.3 51.3 -48.3 48.3 -52.7 70.0 527 -88.0 -80.9 70.0 -75.0 70.0 -70.7 -67.3 -55.01 55.0 -5321 532 -48.7 48.7 -48.9 48.9 43.5 -41.3 41.3 -39.2 -37.1 37.1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -74.3 70.0 C,F A -90.0 -75.0 70.0 70.0 -90.0 -58.7 70.0 58.7 -90.0 70.0 -90.0 70.0 -90.0 70.0 -812 70.0 -75.7 70.0 -70.3 70.0 63.5 60.5 49.61 49.6 531/8 108 3/8 -48.7 48.7 -45.4 45.4 -50.0 50.0 -481 -44.2 442 422 -40.1 -38.0 38.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 C,F A -90.0 -75.0 70.0 70.0 -90.0 -58.2 70.0 582 -90.0 -47.9 70.0 -90.0 70.0 -88.6 70.0 70.0 70.0 -63.0 63.0 80.0 -57.3 57.3 -53.81 53.8 4941 49.4 54 108 47.9 -44.5 44.5 -49.1 49.1 45.3 43.4 -41.9 41.9 -39.8 39.8 37.8 -35:9 35.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -71.8 -4821 482 C,F -90.0 5512 111 A -75.0 70.0 '70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.9 -57.1 57.1 -46.4 48.4 -43.3 43.3 -47.5 70.0 47.5 -75.0 70.0 -70.1 70.0 -65.4 -61.8 61.8 -59.1 59.1 56.4 48.41 48.4 45.21 45.2 42.2 -40.8 40.8 -391 372 -35.4 35.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.3 70.0 -70.8 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 57 114 A -75.0 70.0 -58.2 56.2 -44.8 70.0 44.8 -90.0 70.0 -42.1 42.1 -84.3 -462 70.0 -72.5 601 -57.5 57.5 -54.8 54.8 48.81 48.8 43.61 43.8 46.2 -42.5 42.5 -412 412 -39.8 39.8 -38.5 38.5 -38.7 -34.8 34.8 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -73.3 -69.8 69.6 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 5812 117 A -74.2 70.0 -55.0 55.0 -43.4 43.4 -90.0 -40.9 70.0 -81.8 70.0 -70.7 -66.7 86.7 -61.8 61.8 -58.7 55.9 -53.2 532 -4521 45.2 40.9 -44.8 44.8 -41.3 40.2 40.2 -37.6 37.6 -36.1 38.1 -34.2 34.2 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -722 70.0 -88.4 68.4 -4281 42.6 60 120 • C,F A -80.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.4 70.0 -69.0 69.0 -84.9 64.9 -60.4 60.4 -57.3 -72.9 70.0 -53.4 53,4 -42.2 42.2 -39.7 39.7 -43.5 43.5 -40.4 40.4 -392 39.2 -37.6 37.6 57.3 38.7 -54.5 54.5 -51.8 51.8 47.8147.8 -41.7141.7 35.5 33.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -73.3 70.0 70.0 67.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 87.3 63.3 -59.1 59.1 -53.0 53.0 -50.0 50.0 46.31 46.3 TABLE 7. TEST REPORT: FTL-3580 TABLE 7A. TEST REPORTS: FTL-4807, FTL-4608 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR A 1/4° SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. 4 1 2 4 0 Rmm09y F.K 3/25/03 ReWmm B ADD GLASS TYPE E T 0 TABLE 0 RmaO ey F.K Dam: 7/1003 Rote.: C NO CHANGE THIS SHEET RearUer F.K. Wls 023!05 RarWOOe 0 CHANGE ANCHORS AND ADD 7B" HT. OPTION Omen ey. F.K. 12/17/02 0harkea By Dab: 1070 TECHNOLOGY OHNE NOKOMIS, FL 3427S p.g. 17,1153249574 c; Virib& Better ALUMINUM CASEMENT WINDOW, IMPACT SensaAttlet CA-740 NTS @sing Me. 7045-8 PE 959201 Mechanical COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/18" LAMI (1/8 "A,.090,1/8 "HS) "XO" WIDTH "XOX" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37 551/2 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48 72 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 491/3. 74 A -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 531/8 79 2/3 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 56 84 A -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 - 71.9 70.0 -67.7 67.7 - 64.9 64.9 -62.7 62.7 -60.4 60.4 60 90 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 68.4 68.4 - 63.9 63.9 - 60.0 80.0 - 58.5 58.5 - 56.2 58.2 - 53.4 53.4 64 96 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 58.9 58.9 - 56.1 56.1 -53.8 53.8 - 50.4 50.4 47.7 47.7 67.333 101 A -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -66.4 66.4 -58.2 582 55.6 55.6 -52.6 52.6 -49.4 49.4 - 45.9 45.9 - 43.1 43.1 70.917 106 3/8 A -75.0 70.0 - 75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 - 55.1 55.1 -51.9 51.9 -48.9 48.9 - 45.8 45.8 -42.8 42.8 - 40.3 40.3 72 108 A -75.0 70.0 -75.0 70.0 -75.0 • 70.0 -70.4 701) -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 44.8 44.8 -422 42.2 -39.7 39.7 74 111 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 49.9 49.9 -46.4 46.4 - 43.5 43.5 -41.1 41.1 -38.6 38.6 1 3 X 0 X X O 0 X TABLE 9. "XO° or "OX" & "1/3-1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: 8. 5/16" LAMI (1/8"HS,.090,1/8 "HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5/16" LAMI -W/ 1/8 "HS,.090,1/8"HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3-1/3 XOX" SIZES UP TO 111° WIDE x 63" HIGH 1-75.01 70.0 TABLE 10. "XO" or "OX" & "1/3- 1/3 -1/3 XOX° WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16"A,.090,3/16"HS) ALL "XO° OR "OX" SIZES UP TO 74" WIDE x 63° HIGH AND ALL "1/3- 1/3 -1/3 XOX° SIZES UP TO 111" WIDE x 83" HIGH 1 -90.01 70.0 TABLE 10A. "XO" or "OX" & "1/3- 113 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16"A,.090,3/16"HS) F.13/16" LAMI (1/8°A,AIR SPACE,7/16° LAMt W/ 3/16 "A,.090,3/16"HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 76" HIGH AND ALL "1/3- 1/3 -1/3 XOX° SIZES UP TO 111° WIDE x 76" HIGH 1-55.01 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4" 554 CRETE -FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. n; -* Pk%o !. tsSL%i • *evade*. F.K. , 3/25/03 Revisions: 8 ADD GLASS TYPE E TO TABLE 9 *evader F.K Oats 7,10/03 NO CHANGE THIS SHEET Rand* F.K 5/23/05 CHANGE ANCHORS AND ADD 7C HEIGHT OPTLON um"" er F.K Deta 12/17/02 trans* Sy IUD* 1070 TECHNOIODY DRIVE NOKOMIS. Fi 34275 P.O. BOX 1529 NOKOMIS. FL 34274 PST Visibly Berra Cosvaans PRESSURES - XO, OX, & 1/3- 1/3 -1/3 XOX WINDOWS TAW ALUMINUM CASEMENT WINDOW, IMPACT sedge* e CA-740 NTS d 13 7045 -8 m, 'Z Lucas A Turner, P.E. PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE 11. "XO" or "OX" 8 "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL -3729, FTL -4807, FTL -4608 GLAZING OPTIONS: A. 5/16" LAMI (1/8"A,.090,1 /81HS) B. 5/16' LAMI (1/81HS,.090,118"HS) C. 7/16" LAMI (3/16 "A,.090,3 /16"HS) E. 13/16" LAMI (1181HS,3/8" SPACE,5118" LAMI -W/ 118"HS,.090,1/8"HS) F. 13/16' LAMI (1/8 A,AIR SPACE, 7116" LAMI- W13116 "A,.090,3/16"HS) HEIGHT WIDTHS "XOX" VENT FIXED A 26 36 38 3/8 43 48 50518 54 57 60 63 67 72 76 NEG -75.0 POS 70.0 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 89.264 19.125 31.014 -75.0 70.0 -75.0 70.0 -74.1 70.0 -64.9 64.9 -60.6 60.6 -58.1 58.1 -56.1 58.1 -50.5 50.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 C,F A -90.0 -75.0 70.0 70.0 -90.0 -69.1 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -90.0 70.0 -90.0 88.919 24 38.919 69.1 -83.4 63.4 -56.5 56.5 -504 50.4 -47.5 47.5 -44.1 44.1 -41.6 41.6 392 36.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.8 70.0 C,F -90.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.4 70.0 -852 70.0 95.973 27 70.0 -60.5 60.5 -57.2 572 -82.1 62.1 -55.2 55.2 -52.8 52.8 -46.2 46.2 43.6 -41.1 41.1 42.973 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F A -90.0 -75.0 70.0 70.0 -90.0 -53.5 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.0 -81.9 70.0 -73.1 70.0 108.649 30 48.649 53.5 -50.4 50.4 -54.5 54.5 -50.7 50.7 -482 48.2 44.9 42.0 42.0 -40.1 40.1 -38.0 38.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.7 70.0 -79.5 115.892 A -75.0 70.0 -49.9 49.9 -46.8 46.8 -51.3 51.3 -47.4 47.4 -45.5 70.0 45.5 -73.6 70.0 -69.7 -42.7 42.7 63.1 -55.01 55.0 -5221 52.2 -38.6 38.6 -38.8 51.892 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.2 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 122 33.687 A -75.0 70.0 -47.3 47.3 -44.0 44.0 -48.4 70.0 48.4 -78.8 70.0 -73.2 70.0 68.3 -64.8 -61.4 61.4 -58.8 -44.7 447. -42.8 42.8 -41.4 41.4 -39.5 39.5 -37.5 37.5 35.7 54.627 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -74.9 70.0 -71.4 70.0 C,F -90.0 -75.0 70.0 70.0 -90.0 -46.8 70.0 -90.0 70.0 -85.8 70.0 -74.0 70.0 -69.4 69.4 81.0 -58.4 58.4 -55.7 55.7 47.7147.7 123.135 34 55.135 46.8 -43.6 43.6 -47.9 47.9 -44.3 44.3 -42.4 42.4 -41.1 41.1 -39.3 39.3 37.3 -35.5 35.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -71.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 126.000 34.791 56.418 A -75.0 70.0 -45.5 45.5 -42.6 42.6 -85.0 -46.7 70.0 -73.1 70.0 -68.8 68.8 -64.1 64.1 -57.9 57.9 -552 552 -51.51 51.5 -47.21472 46.7 -43.1 43.1 -41.6 41.6 -402 40.2 -38.7 38.7 -36.9 38.9 -35.0 35.0 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 -70.1 70.0 C,F -90.0 -74.4 70.0 -90.0 70.0 43.6 -90.0 70.0 -82.8 70.0 -71.3 70.0 -87.3 67.3 -62.5 -592 592 -58.5 56.5 -53.8 53.8 130 35.896 70.0 -43.6 -41.2 41.2 -45.1 45.1 41.5 41.5 -40.4 40.4 -38.9 38.9 -37.7 37.7 -36.2 362 -34.3 34.3 58.209 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -72.4 70.0 -68.6 C,F A -90.0 -74.3 70.0 -90.0 -43.5 70.0 -90.0 70.0 -79.9 70.0 -69.3 89.3 -65.3 85.3 -60.6 60.6 -57.8 57.6 -54.7 -51.9 51.9 48.11 43.1 41.91 41.9 130.378 38 70.0 43.5 -41.0 41.0 -45.0 45.0 -4t4 41.4 -40.3 40.3 -38.8 -37.6 37.6 -36.1 34.3 58.378 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -72.3 70.0 68.5 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.8 70.0 -69.1 69.1 -65.1 85.1 -57.4 57.4 -54.6 54.8 -51.7 51.7 134 37 60 A -72.9 70.0 -422 42.2 -39.7 39.7 -43.5 43.5 -40.4 40.4 -39.2 392 -37.7 35.5 -33.7 33.7 8,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -67.4 87.4 43.8143.8 -41.8141.8 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 67.3 -83.3 63.3 -59.1 59.1 -55.9 55.9 -53.0 53.0 -50.0 50.0 "X0' & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. *X0" or "OX" "XOX° UNEQUAL LITE VVINDOVVS TEST REPORT: FTL-3580 ALL "XOX" SIZES UP TO 134" WIDE x 83" HIGH WITH 3T' MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND ALL "XO" or 'OX" SIZES UP TO sr WIDE x 63" HIGH WITH sr MAX. VENT WIDTH AND 60° MAX. FIXED WIDTH 70.0 TABLE 12A. °X0° or "OX° "MX' UNEQUAL UTE WINDOWS TEST REPORTS: FTL-3580, FTL-4607, FTL-4608 AU. "XOX" SIZES UP TO 134" WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH .SND 60" MAX. FIXED WIDTH AND ALL "XO" or 'OX° SIZES UP TO sr WIDE x 76" HIGH WITH 37" MAX. VENT WIDTH AND 60" MAX. FIXED WIDTH 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4" TAPCONS OR 1/4° SS4 CRETE-FLEX ANCHORS. 2.1F INSTALUNG WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. Read Bp FJC Oe1e 3/25/03 0 UNEQUAL UTES 0 UNEQUAL urEs 0 UNEQUAL UTES pRODECT REARMED as cosAjtyinA with the FtstidZ Etsidhs2 C-130 ReviHO,n B ADD GLASS TYPE E TO TABLE 11 Rea. By FJC Reeva or FJC awe 7/10/03 awe 52355 Revisions: C RevffiDne D NO CHANGE THIS SHEET CHANGE ANCYORS AND ADD 76' HEIGHT OPTION uamar F.K Out 12/17/02 DecF.dBr 1070 TECHNOLOGY DRIVE NOICOB115, FL 90275 P.O. BOX 1529 NOSOLOS, FL 34274 Visib& Bat. PRESSURES- UNEQUAL CONFIG. X0, OX XOX ALUMINUM CASEMENT WINDOW, IMPACT NTS 7045-8 Lucas A. Turner, PE. PE 858201 Mechankatt REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 A REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 A MAX. VENT DAYLIGHT O OPENING (SEE SHT. 3) MAX. HEIGHT (SEE SHTS. 3 & 4) MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3), MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX .,-REFERENCE 'XX" FRAME ASSEMBLY DETAIL, SHEET 11 A nin1s1 l Ogg VENT oF& I-.-DAYLIGHT OPENING -►I (SEE SHT. 3) © 5 MAX. WIDTH (SEE HT. 3) Q ■ _] GOCD 40 MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) 0 VERTICAL SECTION OPERABLE UNIT VERTICAL SECTION FIXED UNIT HORIZONTAL SECTION - XX L. vry MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X lODIX.K'T REVISED 2be wi&Il. R■Y1 11111142 Cate Aoee: • 1L :+;AF>`a .8 fl ODUCTRENEWED SakEsseCoile Nld :or • 11 129 �' W4, 2013 Ressler FJC 325/09 flortsiorm 8 ADD 13/18'1.0. GLAZING BEAD ITEM Ramer FJC 7/10103 SHOW TOP HINGE Fend* F.K Dates 829/05 > 0 CHG SHT. NO. REF. AND ADD ITEM89 Orwnar FJC ears 12/17/02 Onmer Oa. 1070 TECHNOLOGY DRIVE NOKOMIS, 8.34275 P.O. BOX 1529 NOKOMIS FL 34274 Visibly Saner SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT s"�nteme CA -740 sm" NTS s.� 10 a 13 Dratotggth 7045 -8 1 Vu /o( Lucas A. Tunas, P£ PE #58201 Mechanical FRAME ASSEMBLY TUBE, MATL: 6063 -T6 °X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. WI (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MATL: 6063 -T6 #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN °X" FRAME JAMB 1 "0" FRAME JAMB ResU., F.K. "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL Oat. 3/25/03 MAIN FRAME ASSEMBLY DETAIL A 11_ 1.376" .095° .440" CASEMENT BACKING PLATE MAT'L: 6063 -T6 DWG# 7071 .434" 7 2.854° .062° NOM. 1.159" 2.139" OSASH FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7003A 3.544" .062 NOM" . I-2.784" 0 FIXED FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7005A .062" NOM. L2.784° 2.919" FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7002A Anima: S NO CHANGE THIS SHEET Real aa F.K. 7/10/03 Reidxec NO CHANGE THIS SHEET Rena., FJC nem 823/05 Resiskm ADD I7EM 89 Drawn*: F.K. Dew 12/17/02 (Jaded., 1070 TECHNOLOGYDRNE NOKOMIS, FL 34275 P.O BOX 1529 NOKOMIS. FL 34274 13 GT_ Visibly Better EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT .o ealiVe 3eaN: &*t Do.D. Rs CA.740 NTS 11 13 7045-8 D Lucas k PE 058201 Mechanical PARTS LIST ITEM DWG # PGT. # DESCRIPTION 7002A MAIN FRAME -HEAD, SILL & JAMBS 2 1155 78IPQA 08 X I QUAD PH SMS 3 7008 FRAME CORNER KEY 4 It2"X1t2'X1/8" CLOSED -CELL FOAM TAPE 5 7003A SASH- TOP, BOTTOM & SIDE RAILS 6 1155 781PQA 48 X I QUAD PH SMS 7 7017 610I7K BULB WEATHERSTRIP .1877(.240 8 7009 SASH CORNER KEY 9 7024 MAXIM MULTI -POINT LOCK 10 7026 LOCK SUPPORT PLATE 11 #10-24 X .562 PH. PN. TYPE F 12 7014 MULTI -LOCK LEPER (RH. & L.H.) 13 1157 78X78PPSMS 48 X .875 PH. PN. SMS 14 7013 TIE BAR GUIDE 15 7015 TIE BAR ASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 #8-32 X 375 PIL PN. TYPE B 21 7032 STUD BRACKET (Lii & R.H.) 22 7858ZA 48 X5/8" ELT. PHLSMS 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 24 7022 SNAP -ON HANDLE 25 7023 12" HINGE (HEAVY DUTY) 26 710x12FP #10X300 PH.PHL. 30 5/16" LAMINATED (I/8A & 1 /8115 GLASS) .0901NTERLAYER - SOLUTIA OR DUPONT PVB 31 5/16" LAMINATED (1 /8HS & 1/8115 GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 32 7/16° LAMINATED (3/16A & 3/16115 GLASS) .090 INTERLAYER- SOLUTIA OR DUPONT PVB 33 7/16" LAMINATED (3/16HS & 3/16114 GLASS) .0901NTERLAYER - SOLUTIA OR DUPONT PVB 40 7036 GLAZING BEAD (5/16") 41 7042 GLAZING BEAD (7/16' 43 1224 61P247 VINYL BULB WSTP (THICK) 44 45 46 1634 6163K SILICONE -DOW CORNING 899, 995 OR EQUIV. JPARABOND SETIINGBLOCK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 53 1635 61635K SCREEN SPLINE- SERRATED 54 331 60976 CASEMENT SCREEN CLIP 55 78xI2PSTW/B 48 X .500 SQ. PN. TEK SMS 67 7004A 67004 CASEMENT FRAME ASS'Y. TUBE 712X1PPT #12 X 1° PH. PHIL TEK. 69 7011 LOCK SUPPORT PLATE 70 7012 LOCK SPACER 71 7019 711573 SNAP -ON T- HANDLE KNOB 72 7018 7FLDHD FOLDING HANDLE PARTS LIST CONT. ITEM DWG # PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 1016 SINGLE LOCK KEEPER 75 70834A 48 X .750 QUAD PN SMS 80 7005A FGCED WINDOW FRAME - HEAD, SILL &JAMBS 81 1155 781PQA #8 X 1 QUAD PN SMS 82 7010 FLUID FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" LG) 13/16° I.G. GLASS (1/8'114, MR SPACE, 5/16 "LAM/) 5/16" LAM/ = (2) LIMES OF 1/8115 GLASS WITH AN.090INTERIAYER- SOLUTIA OR DUPONT PVB 13/16" I.G. GLASS (1/8"HS, AMR SPACE, 7 /16'LAMI) 7/16" LANE = 3/16A & 3/16115 GLASS WITH AN.090INTERLAYER- SOLUTIA OR DUPONT PVB 13/16" LG. GLASS (1/8"HS, AIR SPACE, 7/16 "LAMB) 7/16° LAMI= 3/16118 & 3 /16ES GLASS WITH AN.0901NTERLAYER - SOLUTIA OR DUPONT PUB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) .706° .050" I"i .865' O5/16' GLAZING BEAD MATL: 6063 -T6 DWG# 7036 .523" 07/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7042 .040" L 1.000' i .423" I-- 0 CASEMENT SCREEN FRAME MAT'L: 6063 -T6 DWG# 7006 .172° .870" .050" .569' 0 13/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7047 .125" .062" 1.124 "l -- r-- .093" 67 CASEMENT FRAME ASSEMBLY TUBE MAIL: 6063 -T6 DWG# 7004A INSTALLATION HOLE COVER MATL:6063 -T6 DWG# 7007 2.701' Fe"Ner F.K am: 3/25103 B ADD 13/18"LG. GLASS 8 GLAZING BEAD 44.11451 F.K. 0* 7/10A33 8evb+"w NO CHANGE THIS SHEET Wader FX Drew 3435 aerbions: temmer F.11. 0S 12/17/02 a mes ADO EOUIV. TO 1701644, SUUCONEAND ADD ITEMS 87, 88 AND 89 Dorm 1070 TECHNOLCGYDRIVE NOXOMIS, FL 34275 P.O. BOX 1529 NOXOMIS, FL 34274 PST VLsibty Better e PARTS LIST & EXTRUSIONS 1114 ALUMINUM CASEMENT WINDOW, IMPACT Smfa 9* CA-740 NTS 12 a 13 ' roving. 7045 -8 Wr Lucas A 'Darter, P.E. PE #58201 Mechanical A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM ---I f- &SEE Nor.: 11/2° MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK A 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM r_ ®SEE NOTE 1 A SEE NOTE 4 1/4" MAX. SHIM A, SEE NOTE 1 A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM A SEE NOTE 2 ,A SEE NOTE 4 _I 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 1 1/4" MIN. OPERABLE UNIT FRAME TO CONCRETE A SEE NOTE 4 1/4" MAX. SHIM ASEE NOTE 1 A 1x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM 7 SEE A E NOTE 1 SEE NOTE 4 1 1/2" 1_ MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK SEE NOTE 4 11/4° MIN. FIXED UNIT FRAME TO CONCRETE A • SEE NOTE 4 {,1111{.• 1 1/4" MIN. FIXED UNIT FRAME TO CONCRE Ft W/ WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 114" ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 1/2 ". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 ". 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISD CTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. Real er F1C Dater 3/25N3 Revisions: 8 NO CHANGE THIS SHEET ere, ay F.K. ova 7/10/03 • > NO CHANGE THIS SHEET erecter F.K. Oda 6/23/05 Rovmons II REVISE NOTES AND REMOVE 3/16• TAPCONS d 814 SCREWS Dram Br F.K. rata 12/17/02 cN.xo4ar 1070 TECHNOLOGY DRIVE NOKOVIS, FL 34275 P.0.60X 1510 NOICONI$. 71.34274 I I 34 c;_17 Visibly Better ANCHORAGE DETAILS m1r ALUMINUM CASEMENT WINDOW, IMPACT CA-740 NTS 13 .' 13 axw"an 7045 -8 1 V. ( /'c7( Lucas A Turner. PE. PE 058201 Mechanical