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WS-12-1264
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 175635 Permit Number: WS -7 -12 -1264 Scheduled Inspection Date: August 13, 2012 Inspector: Bruhn, Norman Owner: VALDES, NANCY Job Address: 1144 NE 101 Street Miami Shores, FL 33138- Project: <NONE> Contractor: THE HOME DEPOT AT HOME SERVICES Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)632 -8515 Parcel Number 1132050190260 Phone: 954- 979 -2137 Building Department Comments REPLACE 16 WINDOWS WITH IMPACT GLASS 7/16/2012 - PENDING NOC Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments August 10, 2012 For Inspections please call: (305)762-4949 Page 14 of 48 Wayne A. Block, PhD., PE. LEC Lildon Engineering Company 920 Sunset Shores Dr. Minneola, Florida 34715 (352) 394 -2590 Ph. & FAX August 8, 2012 City of Miami Shores Building Dept. Builder: THD At Home Services Owner: Nancy Valdess Location: 1144 NE 101 St, Miami, FL 33138 Permit # WS -7 -12 -1264 Reference: Countertops / window sills / installation clips Builder installed 17 windows, all were Silverline horizontal sliding windows (FL 14994.8). During installation, fastening clips on 3 of the windows were covered by countertops and window sills, preventing the inspector from viewing. The other 14 windows were inspected and passed as being installed manufacturers details. Photos were provided by the builder showing installation of the fastening clips. I certify the window fastening clips of these three windows in question (noted as items 13, 14, and 15 on permitted documents) have been installed as required by the manufacturers details. Sincerely, • • �,h1U. 52 ...� s • -:'�• \ ■ s • NOTICE OF COMMENCEMENT A MEMOS COPT MUST 81 KIM 011 iki .i0i UM Al M OM MO TtvPECT1ty1 CFN: 20120478981 BOOK 28179 PAGE 2304 ' DA E:07/09/2012 10:22:24 AM HA VEY RUVIN, CLERK OF COURT, MIA -DADE CTY „er Mfr Nal Z-(. 2jL( r ax FOLIO N . i t - 32135 4319 -0240 0 STATO CF F1.DRICIAO calatTY CF MIAA41,43A01e FHB UNCESSIGNECI hereby gives reties that greeds* mil be mad* le certain red annOon r un b ataaardanc0 wen CheobtU 113, Florida Sta tee, the ictiowtng Intbrtitadot provided In this Notice at Commencantorst 1. Legal deae rtpdon of popery and strset/tiddt ern 177 LS78 Si, z.e 75 _• Y 4 1 2. description of improvement 0-77–1. ••111r(11 WI aid edetraaet Intoned In prnimrrtye,_O p) tai o Nome and atidttredi of fee iirrrPle ouehonean 4. S. Surety: (p .. bcwpd required by . none Nemek addass and phone number Amount of bond sl ts. Landerenone and adireaae - -- .IA V. Potions within The Mateo. Monde deslgndsd by Owner Section 113.13(1)(47.. FTOdd* Stafrras4 upon "' nodose Of wiser documents may to served a prwlded ter Name. addsts and phone number. 8. In addilkin ho hirnaeU, Owners designates the Mowing plr to Cate* a copy 4 iiie Llenar's 113.1 �1)(t% Florida Manatees Nodes gfi P ?+0 b Section Nam% acidotic and phone nun:hen, 4. Expiratioq date of tells Notice of Cornrnancerrl d w Po vileness dale w t xsee aaa sere ar eaeo,cana Alma dome see s OWINSRAril►pondertrs of f sy owt E . rER 7HPC IMPRoprin IfS TO YOUR am ckAPT emir r $C 713,13. q,f� ANO CAN REMIT 1�MiCtTWmOFFOR twe t 1NOPQ9GTIITO YOU 1 MTU O TO A Nan C t`M+tNy must OE ASO ACgfECI CFI ! 1FoFld FOR OA fa®COttONd Y tiQ t1CJr ;, 443 4 T tllfrtt MIA t i�1l>�1 tit AN AiTt]pMly a t3 signalling* at a. sy Prep Print Name rtrtvorfrca C )^ -fit... 3TAiE OP FLORIDA r:CttJNYTY OF MIAMI -p E ' e-t b J - 33/411-- .... fiat V171rrt taeiged behest ms this , ' ' dhrldu, itp or C3 as CO CeJ Pa/ e (t_ ,'w ad dice tcilawing type of tdenttrlean m Signature of Notary Public Pont Nano IS Officer/ObwotariPiertriedMinikjer Print Marne Tttte/Otllc. Paiaorady tenon crjApoduc Under pmiaitea of per}iv , t dachas that 1 have rued the foregoing andr Jut Ms fact* slated in it are heal, to Me bast of my knowledge► and b 'tom +4 s0 of. .rte a'is)'a Authorized OtfkCM7trector/Partrt H r1.171411 P.10 OF FLORIDA, I HEREBY CERTIFY that the toregoin original on tile in this office HARVEY RUVIN, CI Deputy Cler Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION R CEr JUL 1 A 2012 By: () FBC 2010 Permit No. W sa-a(00,4 Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: I I `-I 4 lug 10) 1\-(l 1 S } 1$ City: Miami Shores Folio/Parcel #: 11 3 Z 6 01 O Z (4), 6 County: Miami Dade Zip: Is the Building Historically Designated: Yes NO 'C. Flood Zone: OWNER: Name (Fee Simple Titleholder): �1Q r C \1 Val eS Phone #: i?S (p 3 Z g,s J� Address: i) Ll Li 1\16 lo 1 5t" +ri iark,1 S .0 r� City: (YV)'zx rkt 1 S kAcv. State: � Zip: 3 3) 31 Tenant/Lessee Name: Ni l PC Email: Phone #: CONTRACTOR: Company Name: I i ■., Address: to-7 St, i0.11 t. City: ,. e--r-►- to_c6 J 6$hone #. 4ZD 61sN-5C7 State: ' t-- Qualifier Name: sl e i t Zip: 4iti? Phone #:` State Certification or Registration #: C ' `4 (o g' ' Certificate of Competency #: Contact Phone #: Lon �'J i Email Address: eieL �� 3S DESIGNER: Architect/Engineer: "1 (4 Phone #: /� s CT — cl j) - 3541 Value of Work for this Permit: $ i"l % o-ry-- Square/Linear F��ootaage of Work: Type of Work: Addition OAlteration ONew C epair/Rep ace ODemolition Description of Work: {. '�Q 1 t // P j\ i L(& S J?f 1'1 9-1 P Color thru tile: /, ®rim -i5 ************* *****+x***** * *********A**** Fees** * * *** ****** * *** ** * ** ** *** ****:x****** * ** ** Submittal Fee $ Permit Fee $ 0 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ p� Bonding Company's Name (if applicable) 1f 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, BOTT.RRS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature • Owner or Agent The foregoing instrument was ac wledged day of :;tom_ ,20I? ,by { 111110 J Sri. ` .. 4., who • Nat ,sonal y known to me or s produced As identification and who did take an oath. NOTARY P LIC: Sign: Signature Contractor The foregoing instrument was acknow edged befo - ••e this � day of .` , 4U , by . 4.1 as identification and who did take an oath. NOTARY PUBLIC: OR Sign: Pri't: A My Commission Expires: _ STATE OF FLORIDA .. ® Comm# EE149903 s® Expires 3/10/2016 t: My Commission Expires: Cornm# EE149903 Expires 3/10/2016 ** ***************** ** ** *** * *+ * ***+s** ****>i<*****+ *** ****** ***** *: x************** ******* +x****:x*+x********+ *** APPROVED BY Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk -.Ir1_ JUL 1_`O12 BY :_ CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: PERMIT # V v S I 12109 ADDRESS: 1 I I if\%, lot s -r H' fT f"t ( S t'1Ci -t<: ;2)31 g FOLIO NUMBER: FLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROVEMENTS: /t „7(90 (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): p po VALUE OF PRINCIPAL STRUC ttach appraisal): /j' V9 DATE: i / /--- OWNERS SIGNATUR PLANREVIEWER: ��,��� PLAN REVIEWER SIGNATURE: DATE:____ 6-42. Created on June 2009 Miami -Dade My Home Page 1 of 2 My Home ACTIVE TOOL_ SELECT MIAMIDADE set a tz ® IMOI Show Me: Property Information Search By: Select Item ® Text only 11 Property Appraiser Tax Estimator I Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Folio No.: Property: 11-3205-019-026Q 1144 NE 101 ST Mailing Address: WILUAM F BRADY SW MARY E BRADY JTRS 1144 NE 101 ST MIAMI SHORES FL 33138 - Property Information: Primary Zone: 1100 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: '2/2 105,961 Floors: 1 Living Units: 1 Adj Sq Footage: 1,731 Lot Size: 8,775 SO FT Year Built: 1948 \MIAMI SHORES SEC 8 Legal REV PB 43 -67 LOT 3 Description: BLK 177 LOT SIZE 75.000 X 117 OR 26847- 2106 0409 30 Assessment Information: Year: 2011 2010 Land Value: $127,439 105,961 Building Value: $135,494 136,368 Market Value: $262,933 242,329 Assessed Value: $159,186 156,834 Exemption Information: Year: 2011 2010 WU Ilitig $25,000 $25,000. YES and Homestead; YES Taxable Value Information: Year: 2011 2010 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000/ $109,186 $50,000/ $106,834 $50,000/ $106,834 $50,000/ $106,834 County: $50,000/ $109,186 City: $50,000/ $109,186 School Board: $25,000/ $134,186 $25,000/ $131,834 Sale Infotmatlon: Sale Date: X4/2009 ale Amount: 100 Legend N Property Boundary Selected Property N Street "/ Highway Miami -Dade County . Water Aerial Photography - 2009 ..•■••■■■■•• 110 ft My Home I Property Information I Property Taxes $ v Neiohborhood I Property Appraiser Home I Using Our Site (Phone Directory I Privacy I Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. http: / /gisims2. miamidade .gov /MyHome /propmap.asp 7/16/2012 Iti.LLED POWER Oc .1TTCR�E� SE IT KY OW V, that ( "Principal ") has made and appoint:d, and by these p.ese:t' does mai:s and anoint TIC/ At- Hoc Services, , d'b:'s, rose joie Depot At liome Services an der its ag :nt ,sssse (; *ae and la•viul Attorney-in-Fact t.)r hicnher a d in his, her name, place and stead, for the f:lto•..ing saecifcc ard_ Incited ourvesei mix To execute any and all documents reasonably necessary, including without limitation any permit applications, for the sole, specific and limited purpose of o • taming a p rmit a home improvements on behalf of the homeowner(:) and for the property located at: I) 51— . 11-4,1A � T ; giving and granting said Attorney -in -Fact, full power and authority to do and perform all and every act and thing whatsoever necessary to be done in and about the specific and limited premises (set out hereinabove) as fully, to all intents and purposes, as might or could be done if personally present, with NU power of substitution and revocation, hereby ratifying and confirming all that said attorney shall lawfully do or cause to be done by virtue.hereoL IN WITNE "'t ERFQF, I have hereunto set my hand and seal this day of � 1� . A.,4 Signed and delivered i c• a presence of:. STATE OF --a'i ) COUNTY OF t, ) I. ' r-47.4 - L� , Notary Public in and for the State of Florida, do hereby certify that Al C d 41 ‘ , who is either ( ) personally known to me, or () who provided F as identification, appeared before me :his thy in person and acknowledged that he/she signed, sealed and delivered the said instrument is hisihcr free and voluntary authorized for the uses and purposes herein set forth. t3IVEN under my hand and official seal this this e e " i , 20 1 1-- corn nisston expires: Pumrt Authorization 5.13 -08 2- day of Jun 04 12 09:41a L Burnett 3052552171 p.9 HOME IMPROVEMENT CONTRACT PLEASE READ THIS Branch Name: Miami Branch Number: 60 Installation Address: Date: C // !� Sold, Furnished and Installed by: THD At -Home Services, Inc. d/b /a The Home Depot At -Home Services 674 S. Military Trail, Deerfield Beach, FL 33442 Toll Free (877) 678 -5554; Fax (954) 574 -5187 Fein # 752698460, FL Lie # CCC058327, CGC 1507093, CRC046858 City State Zip • Cell Phone: i'prerriluCriS)% efiLe 2 ilk, 4`• [ ] ar ur a r uua. " ri< $ ] � [ ] [ 1 $ [ ] Home Address: (If different from Installation Address) City State Zip E -mail Address (to receive project communications and Home Depot updates): ❑ I DO NOT wish to receive any marketing emails from The Home Depot Protect Information: Undersigned ( "Customer "), the owners of the property located at the above installation address, agrees to buy, and THD At -Home Services, Inc. ( "The Home Depot ") agrees to furnish, deliver and arrange for the installation ("Installation ") of all materials described on the below and on the referenced Spec Sheet(s), all of which are incorporated into this Contract by this reference, along with any applicable State Supplement and Payment Summary attached hereto and any Change Orders (collectively, "Contract "): • Pro ject Amount 6.5631----.6 ❑Roofing ['Siding endows ❑ Insulation ❑ uucre /Covers Entry Doors ❑ y2.t d' �Z $ j'"G ❑Roofing ❑Siding ❑ Windows ❑ Insulation ❑Gutters / Covers ['Entry Doors 7 ( $ ❑Roofing ❑Siding ❑ Windows ❑ Insulation ['Gutters / Covers DEntry Doors n $ [Mooting ['Siding ❑ Windows ❑ Insulation ❑Gutters / Covers ❑Entry Doors ❑ $ 10% of Contract Amount due upon execution of this contract. Certain forms of payment may require 104)% payment prior to the start of the project. Total Contract Amount �- $ 7 7.6'1 Customer agrees that, immediately upon completion of the work for each Product, Customer will execute a Completion Certificate (one for each Product as defined by an individual Spec Sheet) and pay any balance due. As applicable, each Customer under this Contract agrees to be jointly and severally obligated and liable hereunder. The Home Depot reserves the right to issue a Change Order or terminate this Contract or any individual Product(s) included herein, at its discretion, if The Home Depot or its authorized service provider determines that it cannot perform its obligations due to a structural problem with the home. environmental hazards such as mold, asbestos or lead paint; other safety concerns, pricing errors or because work required to complete the job was not included in the Contract. Payment Summary: The Payment Summary # a t� , included as part of this Contract, sets forth the total Contract amount and payments required for the deposits and final payments by Product (as applicable). NOTICE TO CUSTOMER You are entitled to a completely filled -in copy of the Contract at the time you sign. Do not sign a Completion Certificate (note: there is one Completion Certificate for each listed Product as defined by individual Spec Sheets) before work on that Product is complete. In the event of termination of this Contract, Customer agrees to pay The Home Depot the costs of materials, labor, expenses and services provided by The Home Depot or Authorized Service Provider through the date of termination, plus any other amounts set forth hi this Agreement or allowed under applicable law. THE HOME DEPOT MAY WITHHOLD AMOUNTS OWED TO TIIE HOME DEPOT FROM THE DEPOSIT PAYMENT OR OTHER PAYMENTS MADE, WITHOUT LIMITING I'l1t? MIME DEPOT'S OTHER REMEDIES FOR RECOVERY OF SUCH AMOUNTS. Acceptance and Authorization: Customer agrees and understands that this Agreement is the entire agreement between Customer and The Heine Depot with regard to the Products and Installation services and supersedes all prior discussions and agreements, either oral or written, relating to said lYeducts and Installation. This Agreement cannot be assigned or amended except by a writing sieved by Customer and The Horse Custemer acknowiedges and agrees that Customer has reaid_ understands, volume :11-y a c c e p t s the terms of and her receive;' a copy of this A a r . terl by: Submitted by: X Customer's Signature Date CANCELLATION: CUSTOMER 1fAY CANCEL '1 HIS AGREEMENT WITHOUT PENALTY OR OBLIGATION BY DELIVERING WRITTEN NONCE TO :' HOME DEPOT BY MIDNIGHT ON THE I HMI) II SINTSS DAY AkTER SIGNING THIS AGREFIVIENT. THE STATE S"aJPPLEMENT Aa'� F/4CHEI) HERETO caNT.".N',S FORM TO USE IF ONE IS svtCIFICtLLY PRESCRIBED BY LAW IN CUSTOMER'S STATE. X Sales Consultant's Signature Date Telephone No. Sales Consultant License No. (as applicable) NOTICE: ADDITIONAL TERMS AND CONDITIONS ARE STATED ON THE REVERSE SIDE AND ARE PART OF THIS CONTRACT Sago i of 2 10-25-11 C -SG White-Branch File Yellow - Customer item 10 AC86HPS ZPnI - Family Room x 53 FL14994.8 .7 / - 41.1 Item 5 AC86HPS 2PnI Bed Room 73 x51 F114994.8 37.7 / - 41.1 Item 6 AC86HPS 2Pnl Bed Room 37 x 51 FL14994.8 40.1 / - 43.4 Item 11 AC86HPS 2PnI Family Room 73 x 53 F114994.8 37.7 / - 41.1 Item 12 AC86HPS 2Pnl Family Room 36 x 37 FL14994.8 40.1 / - 43.4 Item 4 AC86HPS 2Pnl Bed Room 36 x 37 FL14994.8 40.1 / - 43.4 Item 7 AC86HPS 2Pnl Bed Room 37 x 51 FL14994.8 40.1 / - 43.4 Item8 AC86HPS 2Pnl Family Room 55 x 51 FL14994.8 39.0 / -42.4 0 m co Item 9 AC86HPS 2Pnl Family Room 55 x 51 FL14994.8 39.0 / - 42.4 r�r Item 13 AC86HPS 2PnI Kitchen 73 x 37 FL14994.8 39.0 / - 42.4 Item 14 AC86HPS 2PnI Bed Room 36 x 37 FL14994.8 40.1 / - 43.4 Item 15 AC86HPS 2PnI Bed Room 73 x 63 FL14994.8 37.2 / -40.6 cef Item 3 AC86HPS 2Pnl Bed Room 36 x 37 FL14994.8 Item 1 AC86HPS 2PnI Foyer 37 x 51 FL14994.8 40.1 / - 43.4 Item 2 AC86HPS 2PnI Bed Room 36x37 FL14994.8 An 4 ! A7 A Item 16 AC86HPS 2Pnl Foyer 37 x 51 FL14994.8 40.1 / - 43.4 Ship -to- Location HIALEAH #603 Order Date age _1_ of _ 1 2 THDAHS WINDOW ORDER FORM PSG Fax: 770 - 779 -1315 AMERICAN CRAFTSMAN Prepared By ROB BRACK Customer Name ABELEDONALDEE Job # 6262338 ITEM # 1 Location (Room / Floor) S c w i° Style "Code" Series "Code" `o V MEAS. Grids Pattern' Window & Glass Options Hinge Locations 2 Rough Open. I n H o v Location cs j m 0 = Csmt, CPC, Bay, Bow, Patio & Garden Doors Viewed from outside, Lt to Rt X Tip - o Tip Width Height 1 FOYER 1 1 PNL AC85HPS WH 36 49 3/4 Lin. Ft. MANUFACTURER NOTES (Incl. Accessories) Use Item # to Identify Window CLEAR NEED 24 PCS #52- 8559 -16 -WHT TRIM SUPPLY 1 WHT -2728 MULL WITH BRACKETS 2 BATHROOM 1 1PNL AC85HPS WH 36 371/4 50% Credit CRF CLEAR No CRF Required 3 BEDROOM 1 1PNL AC85HPS WH 36 371/4 CLEAR 4 BEDROOM 1 1PNL AC85HPS WH 36 371/4 CLEAR 5 BEDROOM 1 1PNL AC85HPS WH 73 491/2 CLEAR 6 BEDROOM 1 1PNL AC85HPS WH 36 491/2 CLEAR 7 BATHROOM 1 1PNL AC85HPS WH 36 491/2 OBSC 8 BEDROOM 1 1PNL AC85HPS WH 541/2 491/2 CLEAR 9 BEDROOM 1 1PNL AC85HPS WH 533/4 491/2 CLEAR 10 BEDROOM 1 1PNL AC85HPS WH 73 491/2 CLEAR Grid Pattern MUST be indicated. 2 For Csmts, CPC, Bay or Bow use "L" (Left), "R" (Right), "S" (Stationary). All doors: "S" (Stationary) or "X" (Operating for each panel. ITEM # Above' Bay / Bow / Garden / Doors Color of Window / Door Wraps Bay Projection 30° OR 45° Bay Flankers DH or Csmt. Wall Thickness (inches) Seatboard Material Oak, Birch, White Roof Color Soffit Color Interior Casing CLAM or COL / Lin. Ft. Lin. Ft. Lin. Ft. Lin. Ft. MANUFACTURER NOTES (Incl. Accessories) Use Item # to Identify Window INSTALLER NOTES (Incl. Spec. Sheet Misc. Items) NEED 24 PCS #52- 8559 -16 -WHT TRIM SUPPLY 1 WHT -2728 MULL WITH BRACKETS No Charge (Parts) Reason: 100% Credit CRF 50% Credit CRF No CRF Required 5 -22 -03 !NB- PP -W -W/ Customer Initials: Ship -to- Location HIALEAH #603 Order Date age _2_ of _ 2 2 THDAHS WINDOW ORDER FORM PSG Fax: 770- 779 -1315 AMERICAN CRAFTSMAN Prepared By ROB BRACK Customer Name VALDES Job # 6303256 u 2 Location (Room / Floor) S Z c ��Style'� "Code" �Series� "Code" i V NIEAS. Grids Pattern' Window Glass Options Hinge Locations 2 Rough Open. c; F. o U Location �— - > o = Csmt, CPC, Bay, Bow, Patio & Garden Doors Viewed from outside, Lt to Rt X Tip -to -Tip Width Height 11 LIVING ROOM 1 1PNL AC86HPS WH 73 62 Lin. Ft. MANUFACTURER NOTES (Incl. Accessories) Use Item # to Identify Window CLEAR 12 LIVING ROOM 1 1PNL AC86HPS WH 73 62 50% Credit CRF CLEAR No CRF Required 13 KITCHEN 1 1PNL AC86HPS WH 36 371/4 CLEAR 14 KITCHEN 1 1PNL AC86HPS WH 73 371/2 CLEAR 15 KITCHEN 1 1PNL AC86HPS WH 36 371/2 CLEAR 16 DINNING 1 1PNL AC86HPS WH 73 62 CLEAR 17 FOYER 1 1PNL AC86HPS WH 36 49 3/4 CLEAR 18 1 1PNL AC86HPS WH 19 1 1PNL AC86HPS WH 20 AC86HPS WH Grid Pattern MUST be indicated. For Csmts, CPC, Bay or Bow use "L" (Left), 'R" (Right), "S" (Stationary). All doors: "S" (Stationary) or "X" (Operating for each panel. ITEM # Above' Bay / Bow / Garden / Doors Color of Window / Door Wraps Bay Projection 30° OR 45° Bay Flankers DH or Csmt. Wall Thickness (inches) Seatboard Material Oak, Birch, White Roof Color Soffit Color Interior Casing . CLAM or COL I Lin. Ft. Lin. Ft. Lin. Ft. Lin. Ft. MANUFACTURER NOTES (Incl. Accessories) Use Item # to Identify Window INSTALLER NOTES (Incl. Spec. Sheet Misc. Items) No Charge (Parts) Reason: 100% Credit CRF 50% Credit CRF No CRF Required 5 -22 -03 IHB- PP -W -VW Customer Initials: < Florida Building Code Online Aorida Departmentl Busines Professi Regulation Page 1 of 3 BCIS Home - Log In ' User Registration ; Hot Topics Submit Surcharge i Stets & Facts Publications FBC Staff ± BCIS Site Map i Links ; Search i11c¢n eeififd niiy:A 7uiatrfai(tp; Product Approval USER: Public User Product Approval Men/ > Product or Application Search > Application List > Application Detail FL14994 New 2010 Approved FL # Application Type Code Version Application Status Comments Archived 0 Product Manufacturer Sllverline Building Products Corp. Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method One Sllverline Drive North Brunswick, NJ 08902 (732) 435-1000 rickw @rwbidgconsultants.com Vivian Wright rickw @rwbidgconsultants.com Windows Horizontal Slider Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Lyndon F. Schmidt, P.E. developed the Evaluation Report Florida License PE -43409 Quality Assurance Entity Window and Door Manufacturers Association -QA Quality Assurance Contract Expiration Date 12/31/2014 Validated By Ryan ]. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL14994 RO COI. Certificate of Independence.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard Year AAMA/W DMA /CSA101 /I.S.2 /A440 2005 AAMA /W DMA /CSA101 /I.S.2 /A440 2008 ASTM E1886 2002 ASTM E1996 2002 TAS 201, 202, 203 1994 httt : / /www.floridabuildina.orator /nr app dtl. asnx? param= wGEVXQwtDquZRj59 %2fDrx... 3/14/2012 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D' 11/17/2011 12/07/2011 12/16/2011 01/31/2012 Page 2 of 3 Summary of Products FL # Model, Number or Name Description 14994.1 a. Series 2800 Model 2802 Extruded - Vinyl Horizontal Slider Window with Nailing Fin 2 Panel (OX or XO Configuration) Limits of Use Installation Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 14994.1 for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. Instructions FL14994 RO II INST 14994.1.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14994 RO AE EVAL 14994.1.pdf Created by Independent Third Party: Yes 14994.2 b. Series 2800 Model 2803/2804 Extruded Vinyl Horizontal Slider Window with Nailing Fin - 3 Panel (XOX Configuration) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No I Design Pressure: N/A Other: See INST 14994.2 for Design Pressure Ratings, I any additional use limitations, installation instructions and product particulars. Installation Instructions FL14994 RO II INST 14994.2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14994 RO AE EVAL 14994.2.odf Created by Independent Third Party: Yes 14994.3 c. Series 8700 Model 8700 Extruded Vinyl Horizontal Slider Window with Flange - 2 Panel (XX Configuration) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 14994.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL14994 RO II INST 14994.3.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14994 RO AE EVAL 14994.3.odf Created by Independent Third Party: Yes 14994.4 d. Series 8700 - Model 8700 Extruded Vinyl Horizontal Slider Window with Nailing Fin - 2 Panel (XX Configuration) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 14994.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation instructions FL14994 RO II INST 14994.4.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14994 RO AE EVAL 14994.4.odf Created by Independent Third Party: Yes 14994.5 e. Series 8800 - Model 8803/8804 Extruded Vinyl Horizontal Slider Window - 3 Panel (XOX Configuration) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 14994.5 for. Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL14994 RO II INST 14994.5.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14994 RO AE EVAL 14994.5.odf Created by Independent Third Party: Yes 14994.6 f. Series 8800 - Model 8803/8804 Extruded Vinyl Horizontal Slider Window with Nailing Fin - 3 Panel (XOX Configuration) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Installation Instructions FL14994 RO II INST 14994.6.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 httn. / /www.floridabuilding.ora/nr /ter app dtl. aspx? param= WGEVXQwtDgnZRj59 %2fDrx... 3/14/2012 Florida Building Code Online Page 3 of 3 Impact Resistant: No Design Pressure: N/A Other: See INST 14994.6 for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. Created by Independent Third Party: Yes Evaluation Reports FL14994 RO AE EVAL 14994.6.odf Created by Independent Third Party: Yes 14994.7 g. "WeatherStopper'm" Series 8700 - Model 8700 Extruded Vinyl "Impact" Horizontal Slider Window - 2 Panel (OX or XO Configuration) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Installation Instructions FL14994 RD II INST 14994.7.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14994 RD AE Eval 14994.7,odf Created by Independent Third Party: Yes kI Other: See INST 14994.7 for Design • - _ . r e a • - any additional use limitations, I - • ation instructions and product particulars. . • - Ih "W atherStopperm" Series �. - +ode1_87.00 Extruded Vinyl "Impact" Horizontal Slider Window - 2 Panel (OX or XO Configuration) Installation Instructions FL14994 RO II INST 14994.8.odf Li i +- • f Use Approved fo:- se in HVHZ: Yes Approved or use outside HVHZ: Yes Impact R sistant: Yes Design Pressure: N/A Other: See ST 14994.8 for ! - . Pressure Ratings, any additional us- . -. i s, installation Instructions and product particulars. Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14994 RO AE Evai 14994.8.odf Created by Independent Third Party: Yes 14994.9 I. Series 8700 - Model 8700 Extruded Vinyl Horizontal Slider Window - 2 Panel (OX or XO Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 14994.9 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL14994 RO II Inst 14994.9.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL14994 RO AE EVAL 14994,9.odf Created by Independent Third Party: Yes Bads Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 phone: 850- 487 -1824 The State of Florida is an ANESO employer. Copyright 2007 -2010 State of Florida. :: privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addmnsPS are public records. If you do not want your e-mail address released in response to a public- records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmasteriadbor.state.fi.us. Product Approval Accepts: 6a. i,+r„ //urwur flnridahnilclino.orr /nr /nr ann dtl.asnx? Hamm= wGEVXQwtDgnZRj59 %2fDIx... 3/14/2012 WINDOWS0DOORS Anderst.7-m Company 1 SILVERLINE DRIVE, NORTH BRUNSWICK, NJ 08902 "WEATHERSTOPPER'" SERIES 8700 - MODEL 8700 EXTRUDED VINYL IMPACT HORIZONT,k *ER WINDOW This product has been evaluated (FBC) structural requirements tria Product anchors shall be as stedA base material shall be beyond wail When used in thel-11/Hr this product compiles v;fith section 1614 of the Florida Building Code and does not require an impact resistant covering. When used ki areas outside of the livrir requIring wIncl.tIorruidebrls plotactfoti this product compiles with Section 1609.1.2 of the FBC and does not requke an impact resistant covering. 5. For 2x stud Ironing constructbn, anchoring of these units shall be the same as that shown for 2x buck masonry con:sink-Hon. 6. Site conditions that deviate from the details of this drawing raquirefurther engineering artidysis by a licensed engineer or registered architect. TAB1E OF rowans suer # DESCSIPTION 1 Typical elevation, design pressures & general note 2 Horizontal csoss sections 3 Vertical cross sections 4 Vertical cross sec.tions .... Buck and frome anchorktg 6 BM of materials, glcaing detail and components 6 .1;...L:„. . ,-::,::::, ' fiplag.... : •:": * . .... .. i..K"- ;:,..:E.i.,s,. ,, . , • 73.0.X 63tir 36.76" X 0.2r 36.15' X stir 32.56" X 84,,26" GI *500 -50.0 x ancink wrIcv Ark 4 ORTZONTAL CROSS SECTION 0 Lime: /16/ 1 sou, ve. EM 1W 6itt. LFS CRAMS NO4 FL-14994.8 swan OF 6 °VERTICAL CROSS SECTION 8 C)VEIRCAL CROSS SECTION °VERTICAL CROSS SECTION owl 11/76/7 sou N. T.$. LWet BY: KV otat Prs LYS flPaimIG tiOa FL-149944 smer 3 or 6 2 0 a: 12 of 1601- 1700\PF 2X BUCK MASONRY OPENING TYP. HEAD. SDI & JAMB BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Substitution of equal concrete anchors from a different supplier may hove different edge distance and center distance requirement. 2. Concrete anchor locations at the corners may be adjusted to marntatn the min. edge distance to mortar joints. if concrete anchor locations noted as MAX. ON ceNrer must be, adjusted to maintain the min. edge distance to mortar joints. additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimensions are not exceeded. 3. Concrete anchor table: .........„'..,.. 2„; .1.... ' - „ . ,, .. IZ '1•.::::::::igtgli*.f:::::.f:e5; Itt ' . .-... f::•":.::::::.s.•:•:::::•:*,..S.1f2 .11R161 . ..., .,....,,,,,.s.:-.7•:_,:yasf:..s.:....,F.,..,3•:•te:s-s:. .... -:•-•:.s...,•:•,.,•/..,. ,,,,,,,,,,,, :.-4,:.:::. ,,,,,,,,,,,,, 11W 1/4" 1-1/4" 1-1/2" 3" ELCO 1/4" 1-1/4" r 4° 21.76° 2X BUCK •MASONRY OPENING WP2X BUCK INSTALLATION W/1X BUCK INSTALLMION GEE NOTE 1) W./2X BUCK INSTALLATION DIRECT TO MASONRY W/IX7110 INSTALLATION (SEE NOTE 1) a:2NA (1) A4CHORIN EACH TRAGIC@ EACHLOCATION (TYPT. OFFSETANCHOILS IN ix BUCK INSTALIAITON As NECESSARY TO MAINTAIN MIN. CLEARANCE TO ADJACENT CONCRETE ANCHOR FRAME ANCHORING 2.XMAtONRY INSTALLED THROUGH THE ALUMINUM STRAP ANCHOR (itP) OZ a z a. z Dee 71/ 6/ Sege- N.T. i<V et, BY; IFS 1 4 FL-14994.8 veer 5 OF 6 BTU OF MATERIALS ITEM DESCRINION • MATERIAL A IX BUCK SG >.-- 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C 1/4" MAX. SHIM SPACE STEEL ID 1/4" X 2-3/4" ELCO OR I1W PFH CONCRETE SCREW STEEL E MASONRY- 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 STEEL F #10 X 2" PPH SMS STEEL #8 X 3/4" PPM SMS SIEEL STEEI #8 X 1-3/4" PPH SNIS J 118 X .753 PFH SELF DRILLING STEEL K 1/4° X 1-3/4- ELCO OR MN HH CONCRETE SCREW STEE1. M 1/4" X 3-1/4° ELCO OR IIW PFH CONCRETE SCREW STEEL N #8 X .75" PPH SMS STEEL P #8 X 2-117 PPH SMS STEEL 1 50-8795 STRAP ANCHOR STEEL 2 GLAZING BEAD # 2217 ° PVC 3 MAIN FRAME #8701 • PVC 4 GLAZING SPACER STEEL INTERCEPT STEEL 5 SASH REINFORCEMENT ALUMINUM 6 SASH REINFORCEMENT (HEAVY DUTY) ALUMINUM 7 OPERABLE PULL S'ilLE #8706 ALUMINUM 8 INTERIOR MEETING STILE #8707" ALUMINUM 9 FIXED PULL SBLE #8706 • AUJMINUM 10 EXTERIOR MEETING STILE #8708 • ALUMINUM 11 SILL INSERT #8722 • PVC 12 SASH KEEPER LOCK STEEL 13 TRACK REINFORCEMENT MALE PVC 14 TRACK REINFORCEMENT FEMALE SIES. 16 FIXED WINDOW LOCK MASTIC 17 WEATHER STRIP - FIN PILE - 18 WEEP HOLE 19 OPERABLE SASH RAIL #8704 • PVC 20 FIXED SASH RAIL #8704 ' PVC 21 TremGlaze-S700 SILICONE *THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO Be PRODUCED BY EXTRUDERS UCENSEES IN "AAA4A CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS': 7/81HICK GLASS 1/8"AMVENJED PVB INTERIAYER BY DUPONT 1/8° ANMAIED AIR SPACE (";7\ STRAP Amq(oR \ „L./ 13- trZ LONc 0 v*,1.1 it 'LLi 0.08° L1-10-1 Tr14'-a°65' 0 !!!!!,..2111 SRL war /01 1 ® 00 Lac 1-1-1.4.7 00 SASH RAIL apexes & fixed 2.35- 3.68" 0.33" T- T 0 0 1U7 ita.'t 4105. & mole 0 ea MTG. STILE 2 B a* N. 'LS. KY fa IMMO NO4 . FL-14984.8 Ei Sint of,A, Florida Building Code Online A c Nit/d15 `d-773-? L4.)artrientc Busines r� Professi na Regulation BCIS Home Log In User Registration Ute.hsa efidenilY Regulate Product Approval USER: Public User Page 1 of 4 Hot Topics I Submit Surcharge ' Stets & Facts Publications FBC Staff BCIS Site Map Links : Search Product Approval Menu > Product or Application Search > A FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone/Emall Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method licati FL6067 -R4 Revision 2010 Approved cation Data veriine Building Products Corp. �y1 e ne I ve North Brun NJ 08902 (732) 435-1000 rickw@rwbidgconsultants.com Craig Calderone rickw@rwbIdgconsultants.com Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Ev. ation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE -43409 Window and Door Manufacturers Association -QA 12/31/2014 Ryan J. King, P.E. Validation Checklist - Hardcopy Received FL6067 R4 COI certificate Of Independence.pdf 1715.5.5 http : / /www.floridabuilding.org /pr /pr app_ dtl. aspx? param= wGEVXQwtDgs4Yr43ec4OR5n... 4/5/2012 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Method 2 Option B 12/21/2011 02/02/2012 02/12/2012 Page 2 of 4 Summary of Products FL # Model, Number or Name Description 6067.1 a. Series 1537 Structural Beam Mullion "Impact" use Masonry ermally Broken Extruded Aluminum Clipped Mullion for with impact and non - impact window products in or Wood Openings Limits of Use Installation Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Evaluation Other: When used in areas outside the "HVHZ" requiring wind -borne debris protection this product complies with section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. is product meets "Missile Level D" and excludes "Wind Zone 4" as defined in ASTM E1996 -02. See INST 6067.1 for any additional use limitations, design pressure ratings and installation instructions. Instructions FL6067 R4 II INST 6067.1.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Reports FL6067 R4 AE Eval 6067.1.odf Created by Independent Third Party: Yes 6067.2 b. Series 7537 Structural Beam Mullion "Impact" Thermally Broken Extruded Aluminum Clipped Mullion for use with impact and non - impact window products in Masonry or Wood Openings Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: When used in areas outside the "HVHZ" requiring wind -borne debris protection this product complies with section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D" and excludes "Wind Zone 4" as defined in ASTM E1996 -02. See INST 6067.2 for any additional use limitations, design pressure ratings and Installation instructions. Installation Instructions FL6067 R4 II INST 6067.2.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL6067 R4 AE Eval 6067.2.Ddf Created by Independent Third Party: Yes 6067.3 c. Series 2723 Structural Beam Mullion "Impact" Extruded Aluminum Clipped Mullion for use with impact and non - impact window products in Masonry or Wood Openings Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: When used in areas outside the "HVHZ" requiring wind -borne debris protection this product complies with section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D" and includes "Wind Zone 4" as defined in ASTM E1996 -02. See INST 6067.3 for any additional use limitations, design pressure ratings and Installation instructions. Installation Instructions FL6067 R4 II INST 6067.3.Pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL6067 R4 AE Eval 6067.3.pdf Created by Independent Third Party: Yes 1 6067.4 d. Series 2724 Structural Beam Mullion "Impact" Extruded Aluminum Clipped Mullion for use with impact and non - Impact window products in Masonry or Wood Openings Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: When used in areas outside the "HVHZ" requiring wind -borne debris protection this product complies with section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D" and includes "Wind Zone 4" as defined in ASTM E1996 -02. See INST 6067.4 Installation Instructions FL6067 R4 II INST 6067.4.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL6067 R4 AE Eval 6067.4.pdf Created by Independent Third Party: Yes http : / /www. floridabuilding. org /pr /pr_app_dtl. aspx ?pararn =wGEV XQwtDgs4Yr43 ee40R5 ... 3/14/2012 Florida Building Code Online Page 3 of 4 for any additional use limitations, design pressure ratings and installation instructions. 6067.5 e. Series 2728 Structural Beam Extruded Mullion "Impact" and Openings Aluminum Clipped Mullion for use with impact non - impact window products in Masonry or Wood Limits of Use Installation iApproved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: When used in areas outside the "HVHZ" requiring wind -borne debris protection this product complies with section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D" and includes "Wind Zone 4" as defined in ASTM E1996 -02. See INST 6067.5 for any additional use limitations, design pressure ratings and installation instructions. Instructions FL6067 R4 II INST 6067.5.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL6067 R4 AE Eval 6067.5.pdf Created by Independent Third Party: Yes 6067.6 f. Series 2723 Structural Beam Transom Mullion Impact " Extruded Aluminum Clipped Horizontal Mullion Clipped I Mullion for use with impact and non - impact window products in Masonry or Wood Openings fi Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: When used in areas outside the "HVHZ" requiring wind -borne debris protection this product complies with section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. (This product meets "Missile Level D" and excludes "Wind Zone 4" as defined in ASTM E1996 -02. See INST 6067.6 for any additional use limitations, design pressure ratings and installation instructions.' Installation Instructions FL6067 R4 II INST 6067.6,pdf i Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL6067 R4 AE Eval 6067.6.odf Created by Independent Third Party: Yes 6067.7 g. Series 2724 Structural Beam Transom Mullion "Impact" Extruded Aluminum Clipped Horizontal Mullion Clipped Mullion for use with impact and non - Impact window products in Masonry or Wood Openings Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: When used in areas outside the "HVHZ" requiring wind -borne debris protection this product complies with section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D" and excludes "Wind Zone 4" as defined in ASTM E1996 -02. See INST 6067.7 for any additional use limitations, design pressure ratings and installation Instructions. Installation Instructions FL6067 R4 II INST 6067.7.pdf €, Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL6067 R4 AE Eval 6067.7.pdf Created by Independent Third Party: Yes �I 6067.8 h. Series 2728 Structural Beam Transom Mullion "Impact" Extruded Aluminum Clipped Horizontal Mullion Clipped Mullion for use with impact and non - impact window products In Masonry or Wood Openings Limits. of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: When used in areas outside the "HVHZ" requiring wind -borne debris protection this product compiles with section 1609.1.2 of the Florida Building Code and does not require an Impact resistant covering. This product meets "Missile Level D" and excludes "Wind Zone 4" as defined in ASTM E1996 -02. See INST 6067.8 = y a• . onal use limitations, design pressure ratings 1 ' Installation Instructions FL6067 R4 II INST 6067.8.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL6067 R4 AE Eval 6067.8.pdf Created by Independent Third Party: Yes and installatio instructions. 6067.9 ,f I. Series 2723, 2724 al Beam Mull . mpact" Extruded Aluminum Clipped Horizontal and Vertical Mullion for use with Impact and non - impact window products in Masonry or Wood Openings Lintiflof Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes ) Impact Resistant: Yes Design Pressure: N/A --- Installation Instructions FL6067 R4 II INST 6067.9.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports http: / /www.floridabuilding. org /pr /pr_ app_ dtl.aspx ?param= WGEVXQwtD gs4Yr43 ec4ORS ... 3/14/2012 Florida Building Code Online Other: When used in the "HVHZ" requiring wind -borne debris protection this product complies with section 1609.1.2 of the Florida Building Code and does not require an impact resistant covering. This product meets "Missile Level D" and includes "Wind Zone 4" as defined in ASTM E1996 -02. See INST 6067.9 for any additional use limitations, design pressure ratings and installation instructions. FL6067 R4 AE Eval 6067.9.pdf Created by Independent Third Party: Yes Back Next Page 4 of 4 Contact U; :: 1,940 North Monroe Street, Tallahassee Fl. 32399 phone: 850- 487 -1824 The State of Florida Is an AA/EEO employer. Copyright 2007 -2010 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, a -mall addresses are public records. If you do not want your e-mail address released in response to a public - records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmasteri}dbor.state.fl.us. Product Approval Accepts: httn : / /www.floridabuilding.org /pr /pr app dtl. aspx? param=wGEVXQwtDgs4Yr43ec4OR5... 3/14/2012 TT 1 I MUWON SPAN MAX.* 74' i r U !' 4'i .'i ft.') r7 rl ;i P'+i an Andersen Company 1 SILVERLINE DRIVE, NORTH BRUNSWICK, NJ 08902 GLAZING PRODUCT MUWON SPAN MAX. = 74' —� STRUCTURAL BEAM M . LION 2 723, 2 724 "IMPACT' GENERAL NOM 1. This product has been evaluated and is In compliance the 2010 Florida ding Code IFBC) structural requirements lnclucEng the thigh Velocity alum a Zone". 2. When used in the'1•IVl4 , this product complies with Secti• 1609.1.2 of the -r and does not sequins on Impact resistant covering. 3. When used in areas outside the "t1VHtrequiring wind borne = r prat= I • this product compiles wilh Section 1609.1.2 of the FBC and does not require an imps.. , • covering. This product meets missile level "D" and includes Wind Zone 4 as donned to ASTM E 1996. 4. Wood bucks by others. must be anchored properly to transfer loads to the structure and be reviewed by the Building Official 5. Mullion anchor embedment to base material shaft be beyond wall dressing or stucco. 6. Separate product approvals for each glazing product used with these mullions must be submitted along with this mullion product approval. 7. Anchoring of each glaring product to the mullion shall be as shown In each individual gladng product approval 8. Any conditions not covered In this evaluation are sutlect.to separate Engineering evaluation. 9. Mullion design pressure rating, see appropriate toad rating table sheets as listed in table of contents, 10. The design pressure rating of the assembly shall be the lesser of the load capacity of the mullion as determined using this approval or the design pressure toting of the individual glazing products used. 11. Bounding box dimensions for geometric (ransom shapes must be equal to or less than the rectangular transom dimensions shown herein. 12. Materials, including but not Ensiled to steel screws, that come Into contact with otterdf,stmllar materials shall meet the requirements of Section 2003.8 of the FBC. GLAZING PRODUCT F GLAZING' PRODUCT GLAZING PRODUCT GLAZING PRODUCT HORIZONTAL MUWON CONFIGURATION MAX. COMBINED DIMENSION IS 104" HORIZONTAL MULLION CONFIGURATION W2 MAX. COMBINED P.- DIMENSION IS 104' WI—wit — W2 GLAZING PRODUCT GLAZING PRODUCT VERTICAL MULLION CONFIGURATION TABLE OF CONTENTS SHEETS DESCRIPTION SUMO DF.SCRIPiION I Typical elevation & general notes 6 2724 mullion load table for wood screwandtars 2 2723 mullion toad table for concrete screw anchors 7 2724tnuIon anchor details S. section details 3 2723 mullion load table for wood screw anchors 8 2728 mullion bad table for concrete screw anchors 4 2723 mullion anchor details & section decals 9 2728 mullion load table tor wood screw anthers 5 2724 mullion load table for concrete screw anthers 10 2728 mulfren anchor details & sectian.detolls GLAZING PRODUCT ERIICAL MULLION CONFIGURATION 0 TYPICAL MULLION CONFIGUF?A a entcer IFS Dream na4 a-6067.9 is a 11 CN 0. II MUWON SPAN MAX. 74" GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT - Wi -�W2� GLAZING PRODUCT GLAZING PRODUCT MULLION SPAN GLAZING PRODUCT GLAZING PRODUCT TRIBUTARY WIDTH Wi + W2 2 h- W I W2 ----{ SILVERLIINE 2723 STRUB'TRUAL BEAM MULLION LOAD TABLE {PSIS} ---r. TRIBUTARY WIDTH GLAZING 20" 30" 32" 84" 36" 38" 40" 42" 44" 48" 48" 50" 62" 1 74" 64.7 60.4 •62.6 53.3 60.3 47.7 45.3 43.1 41.1 39.4 37.7 36.2 34.8 72" 08.4 64.7 60.7 57.1 .63.9 51.1 48.5 48.2 44.1 42.2 40.4 38.8 37.3 70" 73.4 68.5 64.2 60.4 57.1 54.1 51:4 48.8 48.7 44.7 42.8 41.1 30.5 68" • 77.5 72 68.0 94.0 90.6 .57.3 54.4 51.8 49.5 47.3 45.3 43.8 41.9 65" 826 77.1 72.2 68.0 642 60,8 67.8 65.0 52.6 60.2 48.1 48.2 44.4 64" 87.8 81.13 76.8 72.3 138.3 64.1 81.4 68.5 • 55.9 53.4 51.2 49.1 47.3 82" 83.6 87.3 81.9 71.0 72.8 68.8 65.6 82.4 59. 58.9 54.6 62.4 60.4 60" 98.9 93.2 87.4 82.3 77,1 73.6 68.8 68.6 63.6 60.8 68.3 65.8 63.8 58" 100.0 99.8 93.13 88.0 83.2 78,8 74.8 71.3 88.0 65:1" 62.4 59.9 57.6 60" 100.0 100.0 00,9 94.0 88.8 84.1 79.9 ' 76.1 72.7 89.5 66.6 63.9 81.6 84" 100.0 100,0 100.0 97.5 82.1 872 829 78.9 75.3 72.1 69.1 86.3 63.7 52" 100.0 100.0 100.0 100.0 95.6 90.6 86.1 82.0 78.2 14.H 71.7 68.8 66.2 50" 100.0 160.0 100.0 100.0 89.5 842 89.5 85.3 81.4 71.0 74.6 71.6 88.8 48 ". 100.0 100.0 100.0 100.0 100.0 88.2 83.3 88.8 84.8 81.1 77.7 74.6 71.7 40" 100.0 100,0 100.0 100.0 100.0 100.0 97.3 92.7 88.5 84.6 81.1 77.6 14.8 44" 100.0 100.0 100.0 100.0 - 100.0 160.0 100.0 98.9 92.6 88.6 84.8 81.4 78.E 42" 100,0 100.0 100.4 100.0 100.0 100.0 100.0 100.0 88.8 82.7 88.8 86.3 820 40i" 100.0 < 160.6 100.0 100.0 100.0 100.6 100.0 100.0 100.0 87.3 93,3 89.6 85.1 ' 38" 100.0 100.0 100.0, 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.2 94.2 913.6 35" 100.0.. 1170.0 100.0 7100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 99.6 95.6 34" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 32" 100.0 100.0 100.0 100.0 100.0 . 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 30" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 '100,0 28" 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1021. 0 100.0 100.0 104.0 100.0 28" 100.0 100.0 100.0 109.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0. 24" 100.0 100.0 100.0 100.0 100.0 1'4.0 00.0 1 .,0 00. I 101.0 100.0 100.0 100.0 TRIBUTARY WIDTH Wi + W2 2 h- W I W2 ----{ ---r. GLAZING f GLAZING -* . PRODUCT PRODUCT • 4 ' GLAZING PRODUCT o u y a � 1 INSTRUCTIONS FOR USE OF THE* MULLION LOAD TABLE, 1. DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAR OPENING. 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MUWON SPAN AND TRIBUTARY WIDTH DETERMINATION. 3. IN THE FIRST COLUMN OF THE TABLE LOCATE THE MUWON SPAN. IN 714E FIRST ROW OF THE TABLE LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MUWON SPAN. AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MUWON LOAD RATING GIVEN IN PSF. THE MUWON LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE. SECTION `fHRU MULLION AND FRAME FOR ANCHORING GLAZING PRODUCTS TO THE MUWON, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE FOLLOWING; 7. SUBSTITUTE (i . FOR 1) I/4" 14 SELF-DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. 2. SUBSTITUTE #8 -18 PANHEAD SELF -RIWNG SCREWS SHOWN IN THE INDMDUAL GLAZING PRODUCT APPROVAL THE MAXIMUM FASTENER SPACING ALLOWED IS 8" FROM EACH END AT 1J" D.C. MAX SPACING. THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES; RAM A MINIMUM OF 3 THREADS OF THE SELF - DRILLING OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION. BY SILVERLINE CAN BE USED IN THIS FASHION. PAIR, 0 /03/ 2 sLAL6 N.T.S 066. CM.6v, LFS 6686616 Ha, FL- 6087.9 Saar 9 or 70 MULLION SPAN i MAX. ° 74" GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT W i ---{ - 4M2 GLAZING PRODUCT GLAZING PRODUCT �i31C(� SILVERLINE 2723 STRUOTFWAL BEAM MULLION LOAD TABLE (PSF) TRIBUTARY WIDTH 28" '30" 32" 34" 30" ._. ... 39" ..___ 40" p 42 ".. .. 44" .46" 48" 60" 52•• 04.1 60.4 68.6 53.3- 50.3 $0.5 47,7 61.1 45.3 48.5 3.1 40.2 41,1 44.1 39.4 42.2 37.7 - 40.4 - 362 ,36.5 34.8 37.3 70" 69.4 7 -�3. - 64.7 60.7, 67,1 68.5 64.2 60.4 87.1 04.1 51.4 48.9 46.7 44.7 42.6 41.1 39.5 611" 77.8 72.6 68.0 64.0 60.6 67.3 54.4 51.8 49.5 41.'3 45.3 43.6 41.9 6 -" 2.6 '.1 72.2 66.0 -"M __ 84.2 60.8 57.8 55.0 • 62.5 602 48.1 46.2 44.4 64" 8 .8 81.9 _ 76.8 i8.3 - 81.4 66.5 65.9 53.4 51.2 49.1 47.3 82" 93.6 87.3 81.9 77.0 72.8 68.9 66.6 62.4 59.5 56.9 54.6 62.4 50.4 60" 99.0 93.2 87.4 82.3 77.7 3.6 69.9 66.6 83.6 80,8 68.3 56.9 553.8 66" 100.0 99.8 93.5 88.0 832 7.8.8 74.0 71.3 68.0 66.1 62.4 69.9 57.6 59" 100.0 100.0 100.0 94.4 60.2 84.5 80.3 • 76.4 73.0 69. 66.9 642 61.7 54 00.1 100.0 100.0 100.6 ' 95.9 470.9 86.3 82.2 78.5 75.1 71.9 69.1 66.4 52" 100.0 100,0 100.0 100,0 100.0 98,0 93,1 88.7 84.6 ' 81,0 77.8 74,5 71.6 , 50" 100.0 100,0 100.0 ' 100.0 100.0 100.0 100.0 96.9 91.5 87.6 83.9- 80.6 77,5 • 48" 46" 100.0 101.0 '100.0 100, 100.0 100.0 100.0 00.0 100.0 100.' 100.0 101.0 100.0 1".0 100.0 99.3 96.0 91.1 87.4 84.1 100.0 100.0 100.0 97.0 93.1 89.5 44" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.8 100.0 97,3 93.6 42• 100.0 100.0 100. 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.1 40" 100.0 100.0 100.0 100.0 100.0 100.0 100.1 100.0 100.0 1 .0 100.0 100.0 00.0 38" 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 9" 110.0 100.0 . 100.0 100.0 j,,0 100.0 ' .0.4 100.0 i.:1 100.0 0 .0 100.0 100.0 100.0 100.0 100.0 100.0 160.0 100:0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 34" 32" 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 106.0 100.0 100.0 100.0 30" 100.0 1050 100.0 100.0 - 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 28" 100.0 100.0 100.0 100.0 1060 100.0 100.0 100.0 100.0 100.0 100.0 i 100.0 100.0 25" 24' 100.D '00.0 100.0 1050 100.0 190.0 100.0 1".0 100.0 100.0 110.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 •..o 100.0 100.0 100.0 105.0 oo.0 10o,0 • MULUOP SPAN MAX == 74" - 1£ Ilk •i _. • b - •t •.9 1. DI:ILHMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAR OPENING. 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MUWON SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MUWON SPAN AND TRIBUTARY WIDTH DETERMINATION. 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MUWON SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MUWON SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MUWON LOAD RATING GIVEN IN PSI*. THE MUWON LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP i ABOVE a a GLAZING PRODUCT TRIBUTARY WIDTH W1 + W2 2 N GLAZING PRODUCT 3 �--- W1 W2 GLAZING PRODUCT GLAZING PRODUCT r GLAZING PRODUCT MULUON SPAN J A.talt TA* FOR ANCHORING GLAZING PRODUCTS TO ii-IE MUWON, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED P4 ONE OF' THE FOLLOWING: I. SUBSTITUTE (1 FOR 1) 1/4"--14 SELF - DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. 2. SUBSTITUTE 16 -18 PANHEAD SELF -RIWNG SCREWS SHOWN IN 7HE INDIVIDUAL GLAZING PRODUCT APPROVAL THE MAXIMUM FASTENER SPACING ALLOWED IS 8" FROM EACH END AT 15" O.C. MAX SPACING. THIS SECTION VIEW 4S SHOWN FOR ILLUSTRATIVE PURPOSES NOTE: A MINIMUM OF 3 THREADS OF THE SELF - DRILLING OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MUWON. BY S1LVERLINE CAN BE USED IN THIS FASHION. a 5.5° 1.139" a Q 0 H1LI ION ANCHOR BRACKET 2722 MAT'S: 6063 —T6 FOR WOOD SCREW ANCHORING AND MULLION TO MULLION ANCHORING .158" MULLION ANCHOR BRACKET 50 -2722 MATS: 8063 —T6 FOR CONCRETE SCREW ANCHORING .550" .800° 2723 MULLION MAT'S: 6063 —TS .125" .100" iA MASONRY — 3;192 PSI MIN. CONCRETE CONFORMING TO ACI 301 • OR HOLLOW BLOCK CONFORMING TO ASTM 090 CONCRREIExSCR�. SEE NOTE 1 (6) #10 x 1 -1/2" WOOD SCREWS 2X MATERIAL SPRUCE — PINE —FIR SG =0.42 OR BI.1 itR co 8 ANCHOR TO 2X STUD OR TO X BUCK USING 6110 •X 1 -1/2" WOOD SCREWS C(4) 1/4" X 1 -3/4° ONCRETE SCREWS SEE NOTE 1 UU AMOK THROUGH 1/x,p K USING 1/4" X 2-1/4 CONCRETE SCREWS SEE NOTE I #8 X 3/4° SM5 2722 BRACKET SHOWN AICUS • ANCHOR TQ M SONRY USING 1/4" X 1 -3/4" CONCRETE SCREWS. SEE NOTE I MULLION (6) SHEET METAL SCREWS �I8 X 3/4" SELF TAPPING SCREW 1. CONCRETE SCREWS ARE 1/4" ITW BUILDER CONCRETE SCREWS REQUIRING A MINIMUM EMBEDMENT OF 1-1/4; A MINIMUM EDGE DISTANCE OF 2 -1/2" AND A MINIMUM CENTERUINE DISTANCE OF 2 -1/4 ". "— MULLION ANCHOR MULLION TO MULLION ORE: 0 /0,3/ N.T.S, 2 wJ . BY: KV um. ®Y: LES FL- 6067.9 OM 4 oi' 10 0 E0 f2 M.N. e 0 7.673" - — — 2.23" —"- •b— 2.25" +— 2.25° 0 6 0 MULLION ANCHOR BRACKET 50 -2722 MATS: 8063 —T6 FOR CONCRETE SCREW ANCHORING .550" .800° 2723 MULLION MAT'S: 6063 —TS .125" .100" iA MASONRY — 3;192 PSI MIN. CONCRETE CONFORMING TO ACI 301 • OR HOLLOW BLOCK CONFORMING TO ASTM 090 CONCRREIExSCR�. SEE NOTE 1 (6) #10 x 1 -1/2" WOOD SCREWS 2X MATERIAL SPRUCE — PINE —FIR SG =0.42 OR BI.1 itR co 8 ANCHOR TO 2X STUD OR TO X BUCK USING 6110 •X 1 -1/2" WOOD SCREWS C(4) 1/4" X 1 -3/4° ONCRETE SCREWS SEE NOTE 1 UU AMOK THROUGH 1/x,p K USING 1/4" X 2-1/4 CONCRETE SCREWS SEE NOTE I #8 X 3/4° SM5 2722 BRACKET SHOWN AICUS • ANCHOR TQ M SONRY USING 1/4" X 1 -3/4" CONCRETE SCREWS. SEE NOTE I MULLION (6) SHEET METAL SCREWS �I8 X 3/4" SELF TAPPING SCREW 1. CONCRETE SCREWS ARE 1/4" ITW BUILDER CONCRETE SCREWS REQUIRING A MINIMUM EMBEDMENT OF 1-1/4; A MINIMUM EDGE DISTANCE OF 2 -1/2" AND A MINIMUM CENTERUINE DISTANCE OF 2 -1/4 ". "— MULLION ANCHOR MULLION TO MULLION ORE: 0 /0,3/ N.T.S, 2 wJ . BY: KV um. ®Y: LES FL- 6067.9 OM 4 oi' 10 0 E0 f2 M.N. e 0 ri C MULLION SPAN MAX. 74" GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT bWt -t 21 GLAZING PRODUCT GLAZING PRODUCT MUWON SPAN MAX. - 74" GLAZING PRODUCT GLAZING PRODUCT W2 �4 S TF SILVERLINE 2724 STRIJOTRUAL BEAM MULLION LOAD TABLE (PSF) TRIBUTARY WIDTH 28" 30" 32" 34" 36" 38" 46" 42" 44" 46" 48" 60" 62" 6. d 74 " 52.0 492 46.2 43.5 41.1 36.0 37.0 35.2 33,9 32.1 30.8 20.6 28.4 72" 57,4 53.5 50.2 47.2 44.6. 42.3 40.1 38.2 36.5 34.9 33.4 32.1 30.9 70" 62.4 68.3 54.6 51.4 • 48.5 48.0 43.7 41.6 39.7 36.0 36.4 39.1 34.9 37.6- 33.6 so" 67.0 62,5 58.6 56.2 . -52,1 49.4 49.9 4 .7 42.8 40.8 36.1 66" 71.1 .96.4 62.2 58.8 55.3 62.4 49.8 47.4 45.3 43.3 44.6 39.8 38.3 6 " 75.7 76.6 66.2 62.3 68.8 55.7 62.9 80,4 48.1 46.0 44.1 42.3 40.7 62" 60.6 752 10.8 66.4 62.7 69.4 56`.4 53.7 51.3 45.1 47.0 46.1 43,4 60" 86.1 80.3 75.3 70.0 66.9 63.4 602 57.4 54.5 52.4 502 48.2 46.3 88" 92.1 86.0 80.6. 86.6 75.9 61.4 71.6 76.9 67.9 72.8 64.6 69.2 81.4 , 65.0 56.6 62.9 66.1 60.1 53.7 57.6 51.5 55.3 49.6 532 • 66" 98.8 922 64" 100.0 992 100.`0 93.0 .1010 87.5 94.4 82,7 89,1 78.3 84.5 74.4 80.2 70.8 76.4 87.6 ?,0 64.7 60.8 62.0 66.8 59.5 64.2 67.2 61,7 100.0 100.0 100.0 100.0 100.0 96.4 91.3 80.8 82.6 78.9 78.6• 72.3 69.4 66.7' 48" 100.0 100.0 100.0 190.0 106.0 982 100.0 93.3 97.3 88.8 92.1 64.8 88,6 81.1 84.6 77.7 81.1 74.6 77,9 71.7 74.8 46" 109.0 109.0 100.0 100.0 100.0 4 OIL 1 1.1 1 / .1 00.0 100.0 100.0 100.0 08.9 92.5 88.6 84.8 81.4 78.2 42" 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 96.9 92.7 88.8 88.3 82.0 40" 100.0 100.0 100.0 100.0 100.0 100.-5- 190.0 100.0 _ 100.0 97.3• 03.3 89.5 66.1 38" 100.0 100.0 100.! 1 ,1 11.1 100.0 1.0.0 100.0 100.0 100.0 98.2 04.2 90,6 66" 100.0 100.0 100.0 100.0 .100.0 100.0 100.0 100.0 100,0 100.0 100.0 99.5 95.6 34" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 32" 30" 100.0 00.1 100.0 i0.. 100.0 160.0 1hi0.0 100.0 . 100.0 100.0 100.0 100.4 100.0 190.0 100.0 " 1 1.0 100.0 100.0 100,0 100,9 100.0 100.0 100.0 100.0 100.0 100.0 28" 100.0 100.0 160.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 26" 100.0 100.0 100.0• 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 24" 100.0 100.0 100.0 • 100.0 100.0 100.0 100.0 . 100.0 100.0 100.0 100.0 100.0 100.0 TRIBUTARY WIDTH a WI 'F W2 2 GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT e'Ir_•lt'�, 04 I, Ate•: 1. D, IERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAR OPENING. 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON THIS SHEEP FOR MUWON SPAN AND TRIBUTARY WIDTH DETERMINATION. 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MUWON SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD RATING GIVEN IN PSF. THE MUWON LOAD RATING MUST 8E EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP I ABOVE FOR ANCHORING GLAZING PRODUCTS TO THE MUWON, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE FOLLOWING: 1. SUBSTITUTE (1 FOR I) I/4 " -14 SELF - DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. 2. SUBSTITUTE ,8 -18 PANHEAD SELF -RIWNG SCREWS SHOWN. IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL THE MAXIMUM FASTENER SPACING ALLOWED IS 6" FROM EACH END AT /S" O.C. MAX SPACING. THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES: MEL A MINIMUM OF 3 THREADS OF THE SELF - DRILLING OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MUWON. BY SILVERUNE CAN BE USED IN THIS FASHION. Li U3 0 25 0 DAM 0 /03/ 2 sL D &Q Dr: KV CM 68 LFS DRAWING 604 FL-8067.9 a 11 MULLION SPAN MAX. = 74" -' GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT MUWO.1 SPAN MAX. 74" GLAZING PRODUCT GLAZING PRODUCT ,g SILVE RUNE 2724 STRUCrRUAL BEAM MULLION LOAD TAi xE (PSF) TRIBUTARY WIDTH 0 SL� 74" 30" IlLaa 49:3 al " 46.2 4 .6 36" OM Ingill :.9 40" 42" ailmimil 44" 63.6 meal 40" Ems 30.8 B0" map WPM 34.9 20,4 30.9 33.8 1111110111111119111 70" 62.4 58.3 50.. IllaillINCLIIIIEMIIKM1111 38.2 38.5 34.9 � 54.6 MEM 48.5 46.0 INEEMMEM 39.7 38.0 67.0 62.5 66.4 nano ELAM 55.2 58.6 MEM NMI 40.0 49.8 44.7 42.6 45.3 40.8 43.3 MEM 37.6 39.8 36.1 IIIIMEall T+ 71.1 84" .7 0.0 62.3 MEM 56.7 52, s 0.1 49.0 6® 62" 80.8 Man 70.5 66.4 ■ 59.4 56. 51.3 49.1 47.0 50.2 53.7 miluriza INCEINIEMI 51.0 49.0 80.3 75.3 + ' 63.4 KEMP IMUIN 54.8 68.6 11.22311 80.6 • 07.0 MEM MUM ®86.0 100.0 I .99 .2 ::.minal 57.6 63.2 93.0 1011101111111001111111MINEXIII 04.4 89.1 64.5 wismotzmagaimusiiimiiiorammula 60.8 70.8 IMMIIIIMMI 11111/01311 62.0 MUM IIII 57.2 86.7 100.0 100.0 100.0 Nom 100,0 ++ + 100.0 100.0 96.4 91.3 • 100.0 100.0 100.0 100.0 00.0 99.1 Komutiumungimumm 100.0 97.4 89.0 72.4 78.8 46" 100.0 100.0 100.0 1 ++.0 100.0 1 + +.0 100.0 07.6 wan =gm '100.0 00.0 100.0 100.0 100.0 Sa.0 ++ 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0. 100.0 100.0 .00 .0 9 j .4 94.6 40" 10 +.0 00.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 38" Num 100.0 + 1 +0.0 100.0 •100.0 100.0 100.0 100. 100.0 700.0 100.0 100.0 ++ + 100.0 00.0 ++ + 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 WAS 100.0 ® 100.0 MIN 100.0 MEAN 100.0 NOM 100.0 NEM 100.0 100,0 00.0 100.0 100.0 100.0 100.0 100.0 100. 100.0 00.0 100.0 100.0 100.0 100.0 100 0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 00.0 + + 100.0 100.0 100.0 100.0 + + 100.0 100.0 100.0 100.0 + + 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 a +. 0 100.0 100.0 .100.0 100,0 . 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100 0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100,0 TRIBUTARY WIDTH a WI d• W2 2 -- WI W2 GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT MULLION SPAN tufAV aar INSTRUCTIONS FIR USE OF THE MUWON LOAD TABLE; 1, DETERMINE THE DESIGN LOAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAR OPENING. 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MUWON SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MU(.UON LOAD RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE. FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE FOLLOWING: 1. SUBSTITUTE (1 FOR 1) 1/4"-14 SELF- DRIWNG SCREWS FOR THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. 2. SUBSTITUTE 18 -18 PANHEAD SELF-RILLING SCREWS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL THE MAXIMUM FASTENER SPACING ALLOWED IS 6" FROM . EACH END AT 15" 0,0. MAX SPACING. THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES; A MINIMUM OF 3 THREADS OF THE SELF- DRIWNG OTHER FRAME SECTIONS OF FLORIDA APPROVED. WINDOWS SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MUWON. 8Y S1LVE•RUNE CAN BE USED. IN THIS FASHION. a a U, 0 s 0 oars 01/03/12 z N.T.S 8W ew KV a5 UW sv, IFS ORiW44G N3: 0 t1 FL- 6067.9 s55zst 8 OF 1 D d�d 5.5" WOODI SCREWS • 2X MATERIAL SPRUCE —PINE —FIR SG =0.12 OR SETTER .376" —1./39" — R.082° (2) �- R.015` (2) .1" II CS/ n .156" ANCHOR TO 2X }?LICK STUD OR USING Jill 0 X 1 -1/2" . WOOD SCREWS • a M co 0 •Ri :C:, .4 MAT'S: 6063 —T6 FOR #10 WOOD SCREW ANCHORING AND MULLION TO MULLION ANCHORING +— 1" . 2724 MULLION MAT'L• 8063 — T6 MASONRY — .3,192 PSI MIN. OR •HOLLOW SLOOCK�iCCONFORMING 01 TO AST1A COO (4) 1/4° x 2^1/4" CONCRETE' SCREWS. SEE NOTE 1 (4) 1/4" X 1-3/4° CONCRETE SCREWS SEE NOTE z cz Jvi ANCHOR TO MASONRY USING 1/4" X 1 -3/4" CONCRETE SCREWS. SEE NOTE 1 I 7.675" 2.25° — 2.25" 2.25" —.T.— n MUI LION ANCHOR ORACICET 50 -2 ?22 MATS: 6063 —T6 FOR CONCRETE SCREW ANCHORING MULLION 0 to #8 X 3/4" EMS ANCHOR TI j f OUCH IX PUCK USING 1/4 X 2 -1/4" CONCRETE SCREWS SEE NOTE 1 2724 BRACKET SHOWN a s azm m a a a a a a a a a a a a a a a (8) #10x3/4° SHEET METAL SCREWS TV ICAL 1. CONCRETE SCREWS ARE 1/4'i 11W BLIIWEX CONCRETE SCREWS REQUIRING A MINIMUM EMBEDMENT OF 1-1/4; A MINIMUM EDGE DISTANCE OF 2 -1/2" AND A MINIMUM CENTERLIINE DISTANCE OF 2 -1/4 ". is x 3/40 self TAPPING SCREW MULLION ANCHOR MULLION TO MU! LION a°?.01/03/ 2 saatE, N.T.S rsvc 8A KV 9 Ell IFS l a DIMTIO 1104 UI FL- 6067.9 n- saw 7 OF I 1 MULLION SPAN MAX. 74" -' MULLION SPAN MAX. - 74" T 1'4 1- 7(In`i✓ tnd ^.R hYO{' GLAZING PRODUCT GLAZING PRODUCT G°PEE SILVERL - 2728 ST CTRUAL BEAM M ULLION LOAD TABLE IPSO) TRIB ARYWIDT AM SCI EW q GLAZING - PRODUCT MULLION SPAN 0 �4't�t 86.4 30" 80.8 reamorral 38" liumarisail. 8,3 .7 40" X0.5 42" 57.0 44" 55.0 46" 52.6 48" 50.4 60" 48.4 46.5 MEM 71)" 88,8 82.9 IIIMITIRIKEINIM1311. 65.4 62.2 59.2 56.5 54.0 S MEM ®1 52.6 59,7 61.7 47,8 50.8 y 59.3 85.3 INELIIIIIISMI 71.0 67.3 63,9 80.9 58,1 55.6 68" 94.0 87.6. 82.3 77.4 MEINIEBIll 65.8 62. • IlL2311111001111111M111111 °ILEIMEZ:11111E1111111 +®® OMNI 84.3 66" 96.9 90.4 64,8 79.8 MEM 71.4 67.8 04.8 81,6 64, 06.6 016 MEM 60" 100.0 Ma= 90.! 72.2 .65.8 . ,9 100,0 99.5 93.3 mum 82.9 78.5 74.6 71.0 67. 58" 00.0 111.0 96.5 90.8 inaliMla 77.2 MEM 70.1 67.1 M100.0 .I� 1 I.t1i 11•01111111101111111EM111 44" 1000 90.0 99.9 94.0 111011M 84.1 79.9 76.1 minfaimmi 66.6 63.9 61.5 100.0 100.0 100.0 100.0. 95.6 00.8 82.9 � IIREENIKIEMI 82.0 78.2 72.1 74.8 60.1 71.7 66.3 68, : 133.7 66.2 100.0 '100.0 100.0 100.0 100.0 100,0 100.0 100.0 00.0 100,0 m 100.021MIKEEMI 10',0 augsmEtimmounicummugamftga 100.0 96.9 �(r� c ci gimingaimmagmEEN 97.3 74.6 71.6 68.8 773 93.3 89.5 78.2 86.1 100.0 100.0 mum MAI 40" 100.0 100.0 100.0 1060 00.0 00.0 100.0 100.0 00.0 100.0 100.0 100.0 1000 100.0 100,0 1 110. 100.0 100.0 08.9 100,0 100.0 100.0 100.0 38" 100.0 100.0 •100.0 100.0 100.0 100.0 100.0 100,0 © 100.0 98.2 94.2 90.6 36" 100.0 00.0 100.0 100.0 100.0 100.0 1,r1,0 00.0 100.0 100.0 110.0 09.5 IIKEEM 100.0 100.0 '100.0 100.0 00.0 100.0 100.0 100.0 1000 00.0 100.0 100.0 100.0 100.0 100.0 60.0 100.0 100.0 100.0 100.0 100.0 100.0 i ' 10..0 r * i i 30" 100.0 100.0 100, 0 100.0 100.0 100.0 10.0 100.0 100.0 100.0 100.0 1 0.0 100.0 28 100.0 100.0 100.0 100.0 100.0 100.0 1 1 + 100.0 100.0 100.0 100.0 1 0,0 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 1' 10 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100. F '110.0 100.0 TRIBUTARY WIDTH = WI -h W2 2 I--- W I --11 tie' GLAZING - PRODUCT GLAZING PRODUCT GLAZING PRODUCT I MULLION SPAN ICIAV I ,fti lit_ ii t h !4 ....- 1. DLit /041NE THE DESIGN LOAD REQUIREMENT PER ASCE 7 FOR THE PARTICULAR OPENING. 2. FOR THE PARTICULAR OPENING, DEIENMINE THE. TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. 3, 114 THE FIRST COLUMN OF THE TABLE LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MUWON SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DtitttMINED IN STEP 1 ABOVE. SED-V-21-.1BRILAILLIDILANCLIMME FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF THE FOLLOWING; I. SUBSTITUTE' (1 FOR I) 1/4 " -14 SELF-DRILLING SCREWS FOR THE FASTENERS 'SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. 2. SUBSTITUTE #8 -18 PANHEAD SELF- RILUNG SCREWS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. THE MAXIMUM FASTENER SPACING ALLOWED 1S 8" FROM EACH END AT 15" O.C. MAX SPACING. THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES; MOTE: A MINIMUM OF 3 THREADS OF THE SELF - DRILLING OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION. BY SILVERUNE CAN BE USED IN 77-115 FASHION. 05 owo. SO: KV a-us. LFS orwiltm tug FL- 6067.9 1 i MULLION SPAN MAX. 74" GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE 1. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS SPECIFIED BY THE BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). 2. FOR THE. PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. a IN THE FIRST COLUMN OF THE TABLE LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE TABLE. LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MUWON SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD' RATING GIVEN IN PSF THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DE1tkMINED (N STEP 7 ABOVE. TRIBUTARY WIDTH 41'1 + W2 2 --- Tv: W2 SILVBRLINE 2728 STRUCTRUAL. BEAM MULLION LOAD TABLE (PSF) -r o % pry g II 1 GLAZING PRODUCT • TRIBUTARY WIDTH GLAZING PRODUCT 28 30" 3r 34" 30" 38" 40" 42" 44" 48" 48" 50" 4 IMAIM Z 74" 88.8 82.8 77.7 73.1 69.0 65,4 52.1 69.2 66.6 54.0 61.8 49,7 Y9:s3 72" 93.9 87.6 82.0 77.2 72.9 69.1 66.6 69.4 73.6 62.6 ...... 66.1 70.1 69.7 63.1 89.0 67.1 80.4 64.0 64.7 67.8 81.3 626 66.6 68.0 60,6 63.4 66.6 70" 89.2 92.6 86.8 81.7 77.1 73.1 77,E 68" 100.0 98.1 02.0 85.6 91.8 66" 100.0 100.0 07.6 01.9' • 66.8 82.2' 78.1 74.4. 71,0 67.9 66.1 626 60.1 a4" 100,0 100,0 100.0 87.7 82.3 07.4 83.1 79.1 76.6 72.2 '80.2 66.4 63.9 62" 100.0 100.6• 100.0 100.0 98.4 83.2 88.5 84.3 80.5 •i 77.0 73.8 70.8 88.1 80" 100.0 • 100.0 100.0 100.0 100.0 99.6 04.6 00.0 86.9 82.2 78.8 76.6 72.7 98" 100.0 100.0 100.0 100.0 100.0 100,0 11110 96.3 02.0 98.0 84.3 80.9 77.8 56" 100.0 100.0 100.0 109.0 100.0 100.0 100.0 160.0 90.0 84.4 90,4 8649 63,6 64" 100.0 100.0 100.0 100.0' 100.0 1000 180.0 100.0 100,0 100.0 07.2 93,4 69,8 lam: litaja 46" 100,0 166.0 100.0 100.0 100.0 100.0 1000 100.0 100.0 100,0 100.0 100,0 96.6 100.0 100.0 IIIEMIIUIE5XjN 100.0 100.0 100.0 100.0 10 *.0 100.0 100.0 ".0 100.0 100.0 1I,.0 1''.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ' 100.0 100.0 100.0 100.0 100. 100.0 100.0 ' 100.0 100.0 100.0 100.0 100.0 100.0 100.0 44" 100.0 . 190.0 100.0 100.0 • 100.0 100.0 100.0 100,0 100.0 ' 100.0 100.0 100.0 100.0 42" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 40" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ' 100.0 38" 100.0 100.0 100.0 100.0 100.0 100.6- 100.0 100.0 100.0 100.0 100,0 100.0 100.0 30" 100,0 100.0 100.0 100.0 100.0 100.0 16110 100.0 100.0 100.0 100.0 100.0 100.0 34" 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100,0 100,0 100.0 100.0 100.0 32" ' 100,0 100.0 100.0 100.0' 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 30" • 100,0 100.0 180.0 100.0 100.0 400.0 100.0 100.0 100.0 100,0 100,0 1000 100.0 28" 100.0 100.0 100.0 100.0 100.0 100.0 1010 100,0 100.8 100.0 100.0 100.0 100.0 26" 100.0 180,0 100.0 10070 100.0 100.0 10049 100.0 100.0 100.0 100.0 '100.0 100.0 24" 100,0 100.0 100.0 ' 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE 1. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS SPECIFIED BY THE BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). 2. FOR THE. PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. a IN THE FIRST COLUMN OF THE TABLE LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE TABLE. LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE MUWON SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE MULLION LOAD' RATING GIVEN IN PSF THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE DESIGN LOAD REQUIREMENT DE1tkMINED (N STEP 7 ABOVE. TRIBUTARY WIDTH 41'1 + W2 2 --- Tv: W2 -r o % pry g II 1 GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT 77/1S SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES: OTHER FRAME SECTIONS OF FLORIDA APPROVED WINDOWS BY SILVERUNE CAN BE USED IN THIS FASHION. FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF DIE FOLLOWING: I. SUBSTITUTE (1 FOR 1) 1/4 " -14 SELF - DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL 2. SUBSTITUTE #B -18 PANHEAO SELF-RUING SCREWS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL THE MAXIMUM FASTENER SPACING 'ALLOWED IS 6° FROM EACH END AT 15" O.C. MAX SPACING. NOTE: A MINIMUM OF 3 THREADS OF THE SELF-DRILLING SCREWS MUST PROTRUDE THROUGH THE WALL OF THE MULLION. A a 8:01/03/ 2 SUL N.T.S trvro 00 KV asc 8r, LFS ORA50IO M0. FL- 6067.9 slum 9 or IQ, 'S C 4 O Y1 F;-.4 N_ MULLION ANCHOR BRACKET 2728 MAT'S: 6063 -T6 FOR #10 WOOD SCREW ANCHORING AND MULLION TO MULLION ANCHORING 9 7.675" " 2.25" —"-f 2.25" --I2.25 ---°— 2.25" !0 r . 0 0 0 0 0 0 o 0 0 F;-.4 N_ MULLION ANCHOR BRACKET 2728 MAT'S: 6063 -T6 FOR #10 WOOD SCREW ANCHORING AND MULLION TO MULLION ANCHORING MULLION ANCHOR BRACKET 50.2729 MAT'S: 6063 -T6 FOR CONCRETE SCREW ANCHORING — 1.5615" -"- .985" .09.3" ........... WOOD 1-1/2" DSCREWS 2X MATERIAL /— SPRUCE -PINE -RR SG •0.42 OR Ski: t 2.070" 3.250° 4" 2728 MULLION MAT'S: 6083 -T8 OANCHOR I( TO 2X BUCK USING #12 X 1 -1/2" WOOD SCREWS MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACl 301 OR HOLLOW BLOCK CONFORMING (44 ) TO ASTM •C90 1/4" x 2 -1/4" CONCRETE SCREWS SEE .NOTE 1 CONCRETE SCREWS " SEE NOTE 1 • ANCHOR TMASONRY USING 1/4" X 1 -3/4" CONCRETE SCREWS SEE NOTE 1 X 3/4" SMS ANCHOR "±TROUGH IT ,81XX USING 1/4 X 2-1/4 CONCRETE SCREWS SEE NOTE 1 .'7l• u Y• ki.: A,7 W Gig 2728 BRACKET SHOWN MULLION (101 10 X 3/4" METAL SCREWS NOTES 1. CONCRETE SCREWS ARE 1/4" TTW BUILDEX CONCRETE SCREWS REQUIRING 'A MINIMUM EMBEDMENT OF' 1 -1/4 ", A MINIMUM EDGE' DISTANCE OF 2 -1/2" AND A MINIMUM CF.NTERIIINE DISTANCE OF 2 -1/4 ". TA X 3/4" SELF' TAPPING SCREW MULLION ANCHOR MULLION TO MULLION I- owe: 0 /03/12 SCALE. I. .T.s owa er. KV CHK. W: LES MAIMS S NC4 FL- 8067.9 MEET 49, OF 1 03 m 7.675" I — 2.25° -----° 2.25° -' 2.25" !0 2 p o MULLION ANCHOR BRACKET 50.2729 MAT'S: 6063 -T6 FOR CONCRETE SCREW ANCHORING — 1.5615" -"- .985" .09.3" ........... WOOD 1-1/2" DSCREWS 2X MATERIAL /— SPRUCE -PINE -RR SG •0.42 OR Ski: t 2.070" 3.250° 4" 2728 MULLION MAT'S: 6083 -T8 OANCHOR I( TO 2X BUCK USING #12 X 1 -1/2" WOOD SCREWS MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACl 301 OR HOLLOW BLOCK CONFORMING (44 ) TO ASTM •C90 1/4" x 2 -1/4" CONCRETE SCREWS SEE .NOTE 1 CONCRETE SCREWS " SEE NOTE 1 • ANCHOR TMASONRY USING 1/4" X 1 -3/4" CONCRETE SCREWS SEE NOTE 1 X 3/4" SMS ANCHOR "±TROUGH IT ,81XX USING 1/4 X 2-1/4 CONCRETE SCREWS SEE NOTE 1 .'7l• u Y• ki.: A,7 W Gig 2728 BRACKET SHOWN MULLION (101 10 X 3/4" METAL SCREWS NOTES 1. CONCRETE SCREWS ARE 1/4" TTW BUILDEX CONCRETE SCREWS REQUIRING 'A MINIMUM EMBEDMENT OF' 1 -1/4 ", A MINIMUM EDGE' DISTANCE OF 2 -1/2" AND A MINIMUM CF.NTERIIINE DISTANCE OF 2 -1/4 ". TA X 3/4" SELF' TAPPING SCREW MULLION ANCHOR MULLION TO MULLION I- owe: 0 /03/12 SCALE. I. .T.s owa er. KV CHK. W: LES MAIMS S NC4 FL- 8067.9 MEET 49, OF 1 03 m 04/09/2012 - 4:42pm gabriels F: \01 Project Files\ _2010-MPS \400 Wind Charts\ Reference \00 -MPS10 -400 Sodas C&C (Current).dwg 2010 FLORIDA BUILDING CODE & ASCE 7 -10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof Height DESIGN PRESSURES PS -ZONE4 Tributary Area (Sq Ft) 20 Tribute Area . Ft 10 iik 20 25 30 35 !., 0 ! 43.4 -424 �`� -41.6 '-41.1 6 - 48.9 +37.7 i �L.v -47.1 +36.8 -46.4 +36.4 -15ft +40.1, +39.01+38.2 -52.2 +37.7 +37.2I - 48.6 - 47.7 - 47.0 - 46.4 -45.9 �16 r - 43.0 -422 +38.2 • .1 +37.3 I ■ •e•. Fii ��� 16ft -55.1 +39.5 +38.8 -50.2 +37.7 - 48.4 - 47.6 - 47.0 -463 i• 17 ft -44.6 - 43.5 - 42.8 -42.2 - 41.7 -4 . -' .ms"-- i• � , -53.5 +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 ��"'„„ - +40.5 -45.1 -44.0 -43.3 -42.7 -42.2 • +37.3 1 -56.4 18 ft +41.6 +40.5 +39.7 +39.1 +38.6 : i 19 ft _ 19 ft -45.7 -44.6 - 43.8 - 43.2 - 42.7 -42 + g' ^ =,1 -57.0 +42.6 -54.7 +41.4 +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 -48.1 +38.1 -57.6 20 ft -46.2 - 45.0 -44.2 - 43.6 - 43.1 - 42.7 - 42.3 - 42.0 -41.7 +41.9 +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 21 ft -46.6 +43.0 -45.5 +41.9 -44.7 +41.1 - 44.1 +40.4 - 43.6 +39.9 - 43.1 +39.5 -42.8 +39.1 - 42.4 +38.8 -42.1 +383 22 ft - 47.1 - 45.9 -45.1 - 44.5 - 44.0 - 43.6 - 43.2 - 42.8 -42.6 +38.9 +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 23 ft 47'5 - 46.4 -45.6 - 44.9 -44.4 - 44.0 - 43.6 - 43.3 -43.0 N� " ° +43.8 +42.7 +41.8 +41.2 +40.7 +40.3 +39.9 +39.5 +39.2 24 ft -48.0 - 46.8 -46.0 - 45.3 -44.8 - 44.4 -44.0 - 43.6 -43.3 �.1.,,. !1 6 +44.2 +43.1 +42.2 +41.6 +41.1 +40.6 +402 +39.9 +39.6 25 ft -48.4 -47.2 -46.4 - 45.7 - 452 - 44.7 - 44.4 - 44.0 -43.7 +40.9 +44.6 +43.4 +42.6 +41.9 +41.4 +41.0 +40.6 +40.2 +39.9 26 ft -48.8 - 47.6 -46.8 - 46.1 - 45.6 - 45.1 - 44.7 - 44.4 -44.1 +41.2 +45.0 +43.8 +42.9 +42.3 +41.8 +41.3 +40.9 +40.6 +40.3 27 ft -49.2 - 48.0 -47.1 - 46.5 - 45.9 - 453 - 45.1 - 44.7 -444 +41.6 +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 28 ft - 49.5 -48.3 - 47.5 - 46.8 -46.3 -57.9 +44.3 -56.5 +43.6 'r W►*i -53.7 +42.2 +45.7 +443 +43.6 +43.0 +42.4 -58.7 -� -55.3 -54.4 -53.7 - 49.9 -48.7 - 47.8 -47.2 -46.6 +44.2 +43.6 +43.2 1 -�7 +42.4 29 ft +46.0 +44.8 +43.9 +43.3 +42.7 -57.3 -56.3 i,. radii -54.1 30 ft -50.3 +46.3 - 49.0 +45.1 -48.2 +44.3 - 47.5 +43.6 -47.0 +43.0 +44.0 0 +43.2 _�eI1 5 -65.9 51.0 - 49.7 - 48.8 -48.2 -47.6 -57.1 -'-. . ,• FA 32 ft +47.0 +45.7 +44.9 +44.2 +43.6 +44.8 +44.4 rr ,1, 45 ft -67.6 -51.9 -50.7 - 49.8 - 49.1 -48.5 e -57.7 -57.0 ., 35 ft +47.9 +46.6 +45.7 +45.0 +44.5 •' - rd� �; 40 ft -53.4 -52.1 -51.2 -50.5 - 49.9 -49 0,%` -59.8 -58.3 +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +47.4 +47.0 +46.6 45 ft -54.8 -53.4 -52.5 -51.7 -51.1 -50.6 -50.2 - 49.8 -49.5 -59.5 +50.5 +49.1 +48.2 +473 +46.9 +46.4 +45.9 +45.5 +45.2 50 ft -56.0 -54.6 -53.7 -52.9 -52.3 -51.8 -51.3 -50.9 -50.6 -60.6 +48.0 +51.6 +50.2 +49.3 +483 +47.9 +47.4 +47.0 +46.6 +46.2 55 ft -57.1 -55.7 -54.7 -54.0 -53.4 -52.8 -52.4 -52.0 -51.6 +52.7 +51.3 +50.3 +493 +48.9 +48.4 +47.9 +47.5 +47.1 60 ft -582 +53.6 -56.8 +52.2 -55.8 +51.2 -55.0 +50.4 -54.3 +49.8 -53.8 +49.3 -53.3 +48.8 -52.9 +48.4 -52.6 +48.0 O z z 0 0 -G U) 0 Ij REMARKS INIT ISSUE DRWN GSS II CHKD TSB EXTERIOR ZONE 5 PRESSURES Mean Roof DESIGN PRESSURES (PSF) - ZONE 5 Tributary Area (Sq Ft) Ight 10 15 20 25 30 35 40 45 50 0 -15 ft -53.6 +40.1 -513 +39.0 -50.0 +38.2 - 48.9 +37.7 - 47.9 +372 -47.1 +36.8 -46.4 +36.4 - 45.8 +36.1 -45.2 +35.9 ft -54.4 -52.2 -50.7 - 49.5 - 48.6 - 47.7 - 47.0 - 46.4 -45.9 �16 +40.6 +393 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 17 ft -55.1 -52.9 -51.4 -50.2 - 49.2 - 48.4 - 47.6 - 47.0 -463 +41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.8 i• � -55.7 -53.5 -52.0 -50.8 - 49.8 - 48.9 -48.2 - 47.6 -47.0 +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 G' -56.4 -54.1 -52.6 -51.4 -50.4 - 493 - 48.8 - 48.1 -47.6 19 ft +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 20 ft -57.0 +42.6 -54.7 +41.4 -53.1 +40.6 -51.9 +40.0 -50.9, +393 -50.0 +39.1 - 49.3 +38.7 - 48.7 +38.4 -48.1 +38.1 -57.6 -55.3 -53.7 -52.4 514 oil, t -49.2 -48.6 21 ft +43.0 +41.9 +41.1 I 3... .�. , m +385 -58.1 -55.8 -54.2 - tl ,,- r�•"'\t® 6 -49.0 22 ft +43.4 +42.3 +41.5 ` piri ee Ts,H �� /` 9.2 +38.9 -58.7 -56.4 -54.7 53 -`41 I b , 0.1 -49.5 ft +43.8 +42.7 +41.8 +4 ), - e • eH (� N� " ° +39.2 24 ft -59.2 +44.2 -56.9 +43.1 -55.2 +42.2 -5.`"' +41.6 . +41" e ' x'8.2 2 * ..• +39.9 -50.0 +39.6 i 25 ft -59.7 +44.6 -57.4 +43.4 -55.7 +42.6 . + ) e- �.1.,,. !1 6 _.. �. .4 9.9 26 ft -60.2 -57.8 -56.2 - 54- -®.: sa ' : -50.8 +45.0 +43.8 +42.9 +42.3 +41.8 +413 +40.9 +40.6 +40.3 27 ft -60.7 -58.3 -56.6 -55.3 -542 -53.3 -52.5 -51.8 -51.2 445.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 8 ft -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 r +45.7 +44.5 +43.6 +43.0 +42.4 +42.0 +41.6 +41.2 +40.9 29 ft -61.6 +46.0 -59.2 +44.8 -57.5 +43.9 -56.1 +43.3 -55.0 +42.7 -54.1 +42.3 -53.3 +41.9 -52.6 +41.5 -52.0 +41.2 0 ft -62.1 +46.3 -59.6 +45.1 -57.9 +44.3 -56.5 +43.6 -554 +43.0 -54.5 +42.6 -53.7 +42.2 -53.0 +41.8 -52.4 +413 32 ft -62.9 -60.4 -58.7 -57.3 -562 -55.3 -54.4 -53.7 -53.1 +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 +42.4 +42.1 • -64.1 -61.6 -59.8 -58.4 -57.3 -56.3 -55.5 -54.7 -54.1 +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +43.2 +42.9 5 -65.9 -63.3 -613 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 ft +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 45 ft -67.6 -64.9 -63.0 -61.6 -60.4 -59.4 -58.5 -57.7 -57.0 +505 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 50 ft -69.1 -66.4 -64.4 -63.0 -61.7 -60.7 -59.8 -59.0 -58.3 +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 +46.6 +46.2 55 ft -705 -67.7 -65.8 -64.2 -63.0 -61.9 -61.0 -602 -59.5 +52.7 +513 +50.3 +49.5 +48.9 +48.4 +47.9 +473 +47.1 60 ft -71.8 +53.6 -69.0 +52.2 -67.0 +51.2 -65.4 +50.4 -64.1 +49.8 -63.1 +49.3 -62.1 +48.8 -613 +48.4 -60.6 +48.0 DATE 03/05/12 REV- ADJUSTED HEIGHTS GSS TSB 04/09/12 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED N WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. "ALTERATIONS, ADDITIONS, HIGHUGHTNG, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. WIND VELOCITY = 175 MPH EXPOSURE 'C' ENCLOSED STRUCTURE, FLAT TERRAIN INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEFINED AS THE USE OF CRITICAL C. 2. TABLES VALID 0 3. TABLES VALID F LESS THAN 10° SHA 4. IDENTIFY THE B 1 o� CANNOT BE IDENTI I • C„-, 5. ALWAYS ROUND •fir c 6. CALCULATE THE TRI '._ -:•: THE SPAN LENGTH (HEIGHT) M THAN ONE - THIRDS SPf��ae OPENINGS ONLY- AREA OF AN OP BE USED. ALWAYS RO RO TRIBUTARY AREAS TH• MRH560' BASED ON Kd = 0.85 ORST CASE' PRESSURES. 'WORST CASE' IS WN VARIABLE AS DESCRIBED BELOW. THESE TABLES. ROOF HEIGHT AS LIMITED ABOVE. APPLICABLE REDUCTIONS FOR ROOF SLOPES INEER AS A SITE SPECIFIC CONDITION. OF HEIGHT. IF THE MEAN ROOF HEIGHT LE VALUE OR CONSERVATIVE ASSUMPTION. E OP IN QUESTION (HEIGHT * WIDTH) OR Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS ).,. "- _ THE AREA BETWEEN STRUCTURAL RAL MULLS. IF THE TRIBUTARY CRITICAL (10 SQUARE FEET) SHALL 0 THE LESSER TABLE VALUE. FOR LARGER SH D; i ` -�' GEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 9. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7 -10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES, TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI= +/ -0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND COR 'ING WIND VELOCITY, EXPOSURE, AND OTHER N • 1 ND VERIFIED BY THE GOVERNING 'd `' ' ' • NTY FOR APPLICABILITY OF TABLE COEFFICIENTS LISTE BUILDING DEPARTM VALUE USE IS OFFE 5. THIS SPECIFICA CERTIFICATION. RE APPROVALS FOR DE VALUES WHICH IS T 6. ADHERE TO ALL 7. NO CERTIFICATIO 8. EXCEPT AS EXPRESSLY AFFIRMATIONS ARE INTENDED R ANY PRODUCT APPROVED MITTED TEST CRITERIA AND OTHER NATION AND APPLICABILITY OF THESE TABLE CORDANCE WITH GOVERNING CODES. M ORDINANCES. OF THE HOST STRUCTURE. IN, NO ADDITIONAL CERTIFICATIONS OR a= 10% OF 4**514:: 9 u "�iT`i 't; C'. WHICHEVER IS SM .. aL.Pi .°•"A"'� -y (4.F LEAST HORIZONTAL DIMENSION OR 3F-1- (1- • -� - r •--• QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. WALL ZONE FIGURES 2010 FLORIDA BUILDING CODE ASCE 7 -10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET ASCE 7 -10 ISOM ? ' IC ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 Fax: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH H8885