Loading...
WS-12-739Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 174079 Permit Number: WS -4 -12 -739 Scheduled Inspection Date: August 02, 2012 Inspector: Bruhn, Norman Owner: KRETZSCHMAR, SUSAN Job Address: 9880 NE 8 Avenue Miami Shores, FL 33138- Project <NONE> Contractor: FLORIDA HOME IMPROVEMENT Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060142370 Phone: (954)792 -4415 Building Department Comments REPLACE 7 WINDOW Passed .14/ 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- 174071. CREATED AS REINSPECTION FOR INSP- 173677. CREATED AS REINSPECTION FOR INSP- 172780. Not Ready. NB no access. paint exterior. NB 5/24/12 August 02, 2012 For Inspections please call: (305)762 -4949 Page 3 of 20 513 I 17- — ►-r1 B 7 DING- PE Fsc Zo Miami Shores Village Building ep en 10050 N.E.2nd Avenue, Mtaini Shores, Florida 33138 Tel: (305) 795.7204 Fax: (305) 756.8972 INSPECTION'S PRONE NUMBER: (305) 762.4949 APPLICATION RECEIVED APR252012 BY° Pet No. LvSt2 -'139 Master, Permit No. Permit T , .. BUILDING R O i Yn a( OWNER: Name (Fee Simple Titleholder }; Address c i t y : \ a y\ SInr re State: TenasWLesseeNanie: 1 �•. Soso Phone#; .5 DS -)Sg (.03a C.) Phone*: Email: JOB ADDRESS: 9e' ® c City: Miami Shores County: Wand Dade Zip: �J Foliorparcel#: _t i 3loc..- 23 )o 'Nik C4 i ► SI,LoreS (-07 S 1\c. 1) is the Building Historically Designated: Yes NO Flood Zones CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT Phone# 954.792.4415 Address. 4070 SW 30TH AVE Cry: HOLLYWOOD State: FLORIDA zip: 33312 Qualifier Name: WAYNE THOMAS BURNtTf phone#: 954.7924415 State Certification or Registration #: CGC061890 Certificate of Competency #s Contact Phone#: 954.792.44'15X243 Email Address: imartinezethaproducto.corn DESIGNER: Architect/Engineer: - v f PD e O CI GI C C Phonei#: `l O(.0 (tL Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: UAdditi • , DAlteration ®New r/Repiace ❑Demolition Description of Work: ' IC.t t o D._m a C L$ a r\C a LOS >>ot56 I****#daanaaR s t****e� II1***`* /�kF r *** *Q �4, , ****�+ Hc#e s * **441 Submittal Fee $ Permit Fee $ e:✓ C/ 0 CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Ni Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) NJ 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 be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this G\tA, day of 1\-fer; 1 .20j2,by Si , who rsotpown me or who has produced As identification and who did take an oath. Shelley BrazalovIch NOTARY PUBLIC STATE OF FLORIDA Comm# EE103551 NOTARY PUBLIC: Sign: Print: My Commission Ex **414434***444141404***4044440441* ************* Contractor The foregoing instrument was acknowledged before me this &( day of kerr‘1 , 20 _R.:, by yo:14...siutzvi-t Qt./me:4- who i many known me or who has produced as identification and y wh°61rigligeBan GEAch NOTAR PUBLIC,: 4. Sign Print: My Commission Exp. NOTARY PUBLfC STATE OF FLORIDA Comm# EE10151 tf, 40 ez, 4 APPROVED BY Plans Extuniner Structural Review ,j(i xRevised 06/10,2009a. 3 15/09) Clerk Miami -Dade My Home My Home rniamidade. co Show Me: Property Information Search By: Select Item Text only Property Appraiser Tax Estimator Property Appraiser Tax Comparison rg Portability S.O.H. Calculator Summary Details: Folio No.: 11- 3206 - 014 -2370 . =w '880 NE 8 AVE Mailing LOREN T KRETZSCHMAR ddress: ' W SUSAN Living Units: • : -:O NE 8 AVE MIAMI d S. Footase: HQRES FL Lot Size: K 138 -2509 Property Information: Page 1 of 2 .CT1VE TOOL: SELECT Legend Property Boundary Selected Property Highway Miami -Dade County Water Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - INGLE FAMILY Beds/Baths: K/2 lours: $189 567 Living Units: 1 d S. Footase: r,116 Lot Size: 7,969 SQ FT ear Built: 1970 $50,000/ $127,372 MIAMI SHORES SEC 3 City: PB 10 -37 LOT 1 BLK 71 Legal 15FT ALLEY LYG S & Description: • DJ PER RES 512 -70 OT SIZE SITE VALUE OR 18534-0930 031999 1 Assessment Information: Year: 2011 2010 Land Value: $95,628 $119,535 Building Value: $189 567 $190,652 Market Value: $285,195 $310,187 Assessed Value: $177,372 $174,751 Exemption Information: Taxable Value Information: Year: 2011 2010 Homestead: $25,000 $25,000 2nd Ho e e.d: ®® Taxable Value Information: Year: 2011 2010 Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable Value: Value: Regional: $50,000/ $127,372 $50,000/ $124,751 County: $50,000/ $127,372 $50,000/ $124,751 City: $50,000/ $127,372 $50,000/ $124,751 School Board: $25,000/ $152,372 $25,000/ $149,751 Sale Information: Aerial Photography - 2009 0 110 ft My Home 1 Property Information 1 Property Taxes 1 My Neiahborhood 1 Property Appraiser Home [Using Our Site 1 Phone Directory 1 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 2/24/2012 Miami -Dade My Home Sale Date: 3/1999 Sale Amount: $195,000 Sale O/R: 18534-0930 Sales Qualification Sales which are qualified Description: View Additional Sales Additional Information: Click here to see more informati n for this property: Community Development District Community Redevelopment Area Empowerment Zone Enterprise Zone Zoning Land Use Urban Development Boundary Zoning Non -Ad Valorem Assessments Environmental Considerations Page 2 of 2 http: / /gisims2. miamidade .gov /myhome /propmap.asp 2/24/2012 NOTICE OF COMMENCEMENT A REGORtio COPY FACIT BE POSTED ON ME Aol $TEAT Ten IWF1TRST PERMIT NO 145 `i- 2-' 31 TAX FOLIO No //- 3;(04-014 _4230 STATE OF FLORIDA; COUNTY OF MIA1V9 -DADS: THE UNDERSIGNED hereby gives. notice that imidVements will be made io ceda i rat propwty. and in or+dancewith hapter 713, Florida Statute* the information is provided in this Noticed' Commeincement. 1. Legal d(rfoton of � s and street/apt rArrt • Sh r s Q 2. Description of Improvement. (,v j.i c.dreJf 3.Owne {S) name and Interim in property;. Out Site t Name and address at fee simple titleholde : 4. Co name, address and number :Flea .Hornedmprovement Associates: 4070 SW Ave, Hollywood, Florida 33312 Phone 954 - 792.4415 1111111' 1111111 111111111111111111111111111111E CFM. 2012R0304358 OR Bk 28091 Ps 2361; (1os) RECORDED 04/30/2012 11:109:50 HARVEY RUVIN. CLERK OF COURT IMIAI1I -DADE COUNTY, FLORIDA LAST PAGE 6 ' /LIE d�A-r/ i i� �- (_bY_Z. 1?e,,r'r/ ter use'of; ti" 8. Surety: (Paymernt'bond mouired by auvner fom,c ontr tor, if ant) Name; address and phone number Amount of bond $ 0. Lender's name.and address: 7. Persons within the State of Florida designated by Owner upon whom notices or Section 713.13(1)0)7., Florida des; Name. address and phone numb: 8. In addition to himself, Owners .designates the folli 713.13(1Xb), Florida Statutes, Name, address and phone number:: docur is may be- served es provided by the Uenors Notice as provided in Section O. Expiration date of this Notice of Commencement: (thwatplratiort . dates 1 year fronds date of reaordbig rote es� a difrereitt datsis WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER ' THE EXPIRATION OF THE NOTICE OF CONGA ENE iENTARECON3MAS) IMPROPER PAYMENTS UNDER CHAPTER 71% PART 1, SEC'CION 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 JOS S SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER. OR AN ATTORNEY. BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEM Sign A s • Otfk:er tor/Partner/AManager By Kr .Sc4w.�r Print. .Nar -;*N4=;(1,__ & or3 Print Name $(.. 5 a et Florida Home -impro Associates Title/Office Title[O es 4070 SW 30th Ave STATE OF FLORIDA Hollywood, FL 33312 COUNTY OF MIAMI -DADE The foregoing Instrument was acknowledged before melbis P...(f day By S,,SCrl I%r�-± S Me/ i!diatdyaig, or 4 for ®rsonaallyy known, or 0 produced the following type of`kte tiom Signatum of Notary Public; Pint Nine sal:) o Aft: 3i..71_, i • {l �i i�. ' 1. iI • X .. �u e ; Y • l ii Under penalties of perjury,1 declare that 1 have read the frrregoing'and that the facts stated In It are true, to the best: of my knowledge and bed.. sign ) of Owners 's Authorized Officer/DlrectorlPartner/Manager 12304 - PAGE 3 WiA Shelley Brazaiovkch NOTARY PUBLIC STATE OF FLORIDA Comm EE103551 eExplres 6/18/2015 By STATE OF FLORIDA, COUNTY OF DADS teMY CERTIFYthatthis is e free copy of the MOW filed in this office o —.—MY A.C• 2U__ WITN MAR an r _ rtfcial Seel, CLERK, of Circlti and Gouts L1.�. Sb3 ,Z -� Per it No: 12 -739 Job Name: April, 2012 Miami Shores Village 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) The permit application does not describe the work shown on the plans. Provide a layout of the structure showing the location of the structural work. 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 - 762 -4859 (2) 6SILL SS SCREWS AND PLYWOOD PLTE TO 2x6 DIAGONAL CONTINUOUS 3/4" PT PLYWOOD THROUGH SILL ONE PIECE. NO LAPS, NO BREAKS RECEIVED APR 2 5X2 12 lv 3 (2) #104/2" SCREWS TTACHING 2x6 $. T GONAL (2) -,t4TTA Miami Shores Village DATE PROJECT INFORMATION SHEET INFORMATION SUBJECT TO COMPLIANCE WITH AU. FEDERAL STATE AND COUNTY RULES AND REGULATIONS >. KRETZSCHMAR RESIDENCE BAY WINDOW REPAIR APPROVED ZONING DEPT BLDG DEPT (2) #10x314" SS WOOD SCREWS ATTACHING 2x4 BRACE TO 2x4 LEDGER NOTCHED 2x4 LEDGERS @ 16" 0/C WITH Ja "x4" TAPCONS ® 4" 0/C 2x6 PT SYP DIAGONAL BRACING CAD 16" 0/C 3" STUCCO FINISH TO MATCH EXISTING WITH 30LB FELT PAPER R19 BATT INSULATION NOT SHOWN FOR CLAIRTY (4) #10 ATTACHING 2x6 D KNEE WALL SECTION SCALE: 2" = 1' -0" PARTIAL FRONT FLOOR PLAN SCALE: 1/2" = 1' -0" 1 I INSPECTOR NOTE REPAIRS ARE OF A LEVEL 1 ALTERATION IN ACCORDANCE WITH 403.1 OF THE EXISTING BUILDING CODE. c , INSPECTOR NOTE 1 W`JCTURAL COMPONENTS WERE .,_> .SIGNED BASED ON THE FBC 2010,' BUILDING CODE AND ASCE 7 -10, 175 MPH (3 SEC), EXP. C. EXISTING 8" CMU WALL SIMPSON HGAM10 (NOT SHOWN) AT EACH CORNER ON UNDER SIDE OF SILL WITH (4) Y "0 x 3" WOOD SCREWS TO SILL AND (4) Y "0 x 4" TAPCONS TO EXIST. NU WALL (2) 2x6 PT SYP SILL WITH 34" PT CONTINUOUS PLYWOOD FLEDGE PLATE NAILED WITH 16d HDG COMMON NAILS 0 4" 0/C STAGGERED (2) #1041" SS WOOD SCREWS ATTACHING 2x4 BRACE TO 2x4 LEDGER NOTCHED 2x4 LEDGERS © 16" 0/C WITH Ja "x4" TAPCONS © 4" 0/C (4) # 10x312" SS WOOD SCREWS ATTACHING 2x6 DIAGONAL TO 2x4 LEDGER 2x6 PT SYP DIAGONAL BRACING © 16" 0/C BRACING SECTION SCALE: 2" = 1' -0" GENERAL WOOD FRAMING 1. ALL WOOD TO BE PT SYP, No.2 a) STUDS © 16" 0/C b) DBL TOP PLATE 2. WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED 3. ALL NAILS SHALL BE HDG. 4. EXTERIOR WALL SHEATHING SHALL BE " ("), NAILED 4" 0 /C, TO ALL MEMBERS W/ 8d COMMON NAILS. FINISH TO MATCH EXISTING 5. ANY PLYWOOD SEAMS SHALL BE BLOCKED W/ 2x4 BLOCKING BETWEEN THE STUDS. SPECIALTY JEERING - CONSULTANTS. be 1599 Of 301A AYE. CUENT INFORMATION PROJECT INFORMATION SHEET INFORMATION `L r' FLORIDA HOME IMPROVEMENT KRETZSCHMAR RESIDENCE BAY WINDOW REPAIR T4224:41 we _ y RD - Au4 �Ap, y� 4070 SW 30TH AVE 9880 NE 8 AVE & DETAILS r1, "` X17 : }' HOLLYWOOD, FL MIAMI SHORES, FL 561 - 782 - 5440 OFFICE 561 - 762 - 5.542 FAX - -__ -� FB.E true KRETSCMAAR 158 SCALE DATE 4/18/2012 RVD. BY G.A4cD. GRN* BY DAL. REV's'oN I 0 I SHEET 5 S1 OF 1 SEAL CAW AW5o V PE R 556214 The use of these spee0'cuts and prone 586088 reslrcted 50 Rre orgu & 45605 site for tybiet! reprodudon. reuse, ole. 5ClOSme by ony method, In sho10 or In pmt, is prohibited These dropines and specifications contain propriel6 ' WommtIon and 5510 remoms Sp cte Iy Engineering Cxmiltants, tiha 03/09/2012 - 11:35am gabrleis F:101 Project Ries 1 2010- MPS\400 Wind Charts \ Reference \00 -MPS10 -400 Series (Current).dwg 010)LORIDA BUILDING CODE & ASCE 7 -10 "ASD" GN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof Height 10 15 DESIGN 20 PRESSURES (PSF) - ZONE Tributary Area (Sq Ft) 4 40 45 50 25 30 35 0 -30 ( -50.3 +46.3, - 49.0 +45.1 -48.2 +44.3 - 47.5 +43.6 - 47.0 +43.0 -46,5 +42.6' -46.1 +42.2 - 45.7 +41.8 -45.4 +41.5 -52.4 +41.5 - -.6 - 49.4 - 485 - 47.8 - 47.3 -46.8 - 46.4 - 46.1 -45.7 31 if +46.7 +45.4 +44.6 +43.9 +43.3 +42.9` +42.5 +42,1 +41.8 32 ft -51.0 - 49.7 - 48.8 - 48.2 - 47.6 -47.1 -46.7 -46.4 -46.0 +42.1 +47.0 +45.7 +44.9 +44.2 +43.6 +43.2 +42.7 +4224 +42.1 33 ft -51.3 +47.3 -50.0 +46.0 - 49.2 +452 -48.5 +44.5 - 47.9 +43.9 -47,4 +43.4 47.0 +43.0 - 46.7 +42.7 -46,3 +42.3 34 ft -51.6 +47.6 -50.4 +46.3 - 49.5 +45.4 - 48.8 +44.7 - 48.2 +44.2 - 47.7 +43.7 ' -47.3: +43.3 - 47.0; +42.9 - x46.6;, +42.6 35 ft -51.9 +47.9 -50.7 +46.6 -49.8 +45.7 - 49.1 +45.0 - 48.5 +44.5 - 48.0 +44.0 - 47.6 +43.6 - 47.2 +43.2 -46.9 +42.9 36 ft -52.2 +48.2 -51.0 +46.9 -50.1 +46.0 - 49.4 +45.3 - 48.8 +44.7 - 48.3 +44.2 - 47.9 +43.8 - 47.5 +43.4 -472 +43.1 37 ft -525 +48.4 -5(3 +47.2 -50.4 +46.3 - 49.7 +45.6 - 49.1 +45.0 - 48.6 +44.5 - 48.2 +44.1 - 47.8 +43.7 -47.5 +43.4 38 ft -52.8 +48.7 -51.6 +47.4 -50.6 +46.5 - 49.9 +45.8 - 49.4 +45.2 - 48.9 +44.7 - 48.4 +44.3 - 48.1 +43.9 -47.7 +43.6 39 ft -53.1 +49.0 -51.8 +47.7 -50.9 +46.8 -50.2 +46.1 - 49.6 +45.5 - 49.1 +45.0 - 48.7 +44.6 - 48.3 +44.2 -48.0 +43.9 40 ft -53.4 +49.2 -52.1 +47.9 -51.2 +47.0 -50.5 +46.3 - 49.9 +45.7 - 49.4 +452 - 49.0 +44.8 - 48.6 +44.4 -48.3 +44.1 41 ft -53.7 +49.5 -52.4 +48.2 -51.5 +47.3 -50.7 +46.5 -50.2 +46.0 - 49.7 +45.5 - 49.2 +45.0 - 48.8 +44.7 -48.5 +44.3 42 ft -54.0 +49.7 -52.7 +48.4 -51.7 +47.5 -51.0 +46.8 -50.4 +46.2 - 49.9 +45.7 - 49.5 +45.3 - 49.1 +44.9 -48.8 +44.5 43 ft -54.2 +50.0 -52.9 +48.7 -52.0 +47.7 -51.3 +47.0 -50.7 +46.4 -50.2 +45.9 -49.7 +45.5 -49.3 +45.1 -49.0, +44.8' 44 ft -54.5 +50,2 -532 +48.9 -522 +48.0 -515 +47.2 -50.9 +465 - 50.4', +46.1' - 50.0 +45.7 49.6 +45.3 -492 +45.0 46 ft -55.0 -53.7 +49.4 -52.7 +48.4 -52.0 +47.7 -51.4 +47.1 -50.9, +46.6' - -50.4 +46.1 -50.0 +45.8 -49.7 +45.4x` 48 ft -55.5 +512 -54.2 +49.8 -532 +48.9 -52.5 +48.1 -51.8 +47.5 - 51.3'- +47.0 -50.9 +46.6 -50.5 +462 -50:1 - +45.8 50 ft -56.0 +51.6 -54.6 +50.2 -53.7 +49.3 -52.9 +48.5 -52.3 +47.9 -51.8 +47.4 -51.3, 447.0 -50.9 +46.6 -50.6. +46.2 52 ft -56.4 +52.0 -55.1 +50.7 -54.1 +49.7 -53.3 +48.9 -52.7 +48.3 -52.2 +47.8 -51.8 +47.3 - -51.4 +46.9 -51.0:, +46.6 54 ft -56.9 +52.4 -55.5 +51.1 -54.5 +50.1 -53.8 +49.3 -53.1 +48.7 -52.6 +48.2 -52.2 +47.7 -51.8 +47.3 -51.4 +47.0 56ft -57.3 +52.9 -55.9 +51.5 -54.9 +50.5 -54.2 +49.7 -53.6 +49.1 -53.0 +48.5 -52.6 +48.1 -52.2 +47.7 -51.8 +473 58 ft -57.8 +53.2 -56.4 +51.8 -55.4 +50.8 -54.6 +50.1 -54.0 +49.4 -53.4 +48.9 -53.0 +48.4 -52.6 +48.0 -522 +47.7 60 ft -58.2 +53.6 -56.8 +522 -55.8 +51.2 -55.0 +50.4 -543 +49.8 -53.8 +49.3 -53.3 +48.8 -52.9 +48.4 -52.6 +48.0 r GI GI m m tn 0 z m z fn 0 0 ca ca REMARKS INIT ISSUE DRWN GSS CHID EXTERIOR ZONE 5 PRESSURES Mean Roof Height 10 15 DESIGN 20 PRESSURES (PSF) Tl61iaryArea - ZONE (Sq Ft) 5 40 45 50 25 30 35 0 - 30 ft -62.1 +46.3 -59.6 +45.1 j -57.91 44,+43. -56.5 -55.4 +43.0 -54.5 +42.6 -53.7 +42.2 -53.0 +41.8 -52.4 +41.5 31 ft -62.5 +46.7 -60.0 +45.4 - .3 +44.6 - .9 +43.9 -55.8 +43.3 -54.9 +42.9 -54.1 +42.5 -53.4 +42.1 -52.7 +41.8 32 ft -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 +47.0 445.7 +44.9 +442 +43.6 +43/ +42.7 +42.4 +42.1 33 ft- -63.3 -60.8 -59.1 -57.7 -56.6 -55.6 -54.8 -54.1 -53.4 +47.3 +46.0 +45.2 +44.5 +43.9 +43.4 +43.0 +42.7 +42.3 34 ft -63.7 +47.6 -61.2 +46.3 -59.4 +45.4 -58.0 +44.7 -56.9 +442 -56.0 +43.7 -55.1 +43.3 -54.4 +42.9 -53.8 +42.6 35 ft -64.1 -61.6 -59.8 -58.4 -57.3 -56.3 -555 -54.7 -54.1 +47.9 +46.6 +45.7 +45.0 +44.5 +44.0 +43.6 +432 +42.9 36 ft -64.5 -61.9 -60.1 -58.7 -57.6 -56.6 -55.8 -55.1 -54.4 +48.2 +46.9 +46.0 +45.3 +44.7 +44.2 +43.8 +43.4 +43.1 37 ft -64.9 -62.3 -60.5 -59.1 -57.9 -57.0 -56,1 -55.4 -54.7 +48.4 +47.2 +46.3 +45.6' +45,0 +44,5 +44,1 +43.7 +43.4 38ft -65.2 +48.7 -62.7 +47.4 -60.8 +46.5 -59.4 +45.8 - 58.3 +45.2 -57.3 ,+44.7 -56,4 +44.3 = -55.7 +43.9 -55.0 +43.6 -65.6 -63.0 -61.2 -59.7 - -58.6 - 57.6 - -56.8 -56.0 -55.3 39 ft +49.0 +47.7 +46.8 +46.1 +45.5 +45:0 +44.6 +44.2 +43.9 40 ft -65.9 +49.2 -63.3 +47.9 -61.5 +47.0 -60.1 +46.3 -58.9 +45.7 -57.9 +45:2 -57.1 +44.8 -56.3 +44.4 -55.6 +44.1 41 ft -66.3 -63.7 -61.8 -60.4 -59.2, - 58.2'. -- 57.4:. -56.6 -55.9 +49.5 +482 +473 +46.5 +46.0 +45.5 +45.0 +44.7 +44.3 42 ft -66.6 -64.0 -62.1 -60.7 -59.5 -58.5 -57.6 -56.9 -56.2 +49.7 +48.4 +475 +46.8 +46.2 +45.7 +45.3 +44.9 +445 43 ft -66.9 -64.3 -62.4 -61.0 -59.8 -58.8 -57.9 -57.2 -56.5 +50.0 +48.7 +47.7 +47.0 +46.4 +45.9 +455 +45.1 +44.8 44 ft -67.3 -64.6 -62.7 -61.3 -60.1 -59.1 -582 -57.4 -56.8 +50.2 +48.9 +48.0 447.2 +46.6 +46.1 +45.7 +45.3 +45.0 46 ft -67.9 -652 -63.3 -61.9 -60.7 -59.6 -58.8 -58.0 -57.3 +50.7 +49.4 +48.4 +47.7 +47.1 +46.6 +46.1 +45.8 +45.4 48 ft -68.5 +5(2 -65.8 449.8 - 63.9 +48.9 -62.4 +48.1 -61.2 +475 -60.2 +47.0 -593 446.6 -585 +46.2 -57.8 +45.8 50 ft; -69.1 +51.6 -66.4 +502 - 64.4 +49.3 -63.0 +48.5 -61.7 +47.9 -60.7 +47.4 -59.8 +47.0 -59.0 +46.6 -58.3 +46.2 52 ft -69.7 +52.0 -665 +50.7 -65.0 +49.7 -63.5 +48.9 -62.2 +48.3 -61.2 +47,8 -60.3 +47.3 -59.5 +46.9 -58.8 +46.6 54 ft -70.2 +52.4 -67.5 +5(1 -65.5 +50.1 -64.0 +493 -62.7 448.7 -61.7 +482 -60.8 +4. -60.0 +47.3 -593 +47.0 56 ft -70.8 +52.9 -68.0 +51.5 -66.0 +50.5 -645 +49.7 -63.2 +49.' -62.2 3 -61;2` `+'4s. - :4 .7 -59.7 +47.3 58 ft -71.3 +53.2 -68.5 +51.8 - 66.5 +50.8 -65.0 +50.1 -63 +49. 2.6 +48.9 - 61.7'' +48.4 ' -60.9 +48.0 -60.2 +47.7 60 ft -71.8 +53.6 -69.0 +52.2 - 67.0 +512 -65.4 +50.4 -64.1 +49.8 -63.1 +493 -62.1 +48.8 -61.3 +48.4 -60.6 +48.0 DATE TSB 03/05/12 THIS DOCUMENT 181-18 PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. "ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CH( i IHCATION. WIND VELOCITY = 175 MPH EXPOSURE 'C' ENCLOSED STRUCTURE, FLAT TERRAIN MRH 60'-1 BASED ON Kd = 0.85 INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS. REQUIRED FOR USE W1TH THESE TABLES. 2. TABLES VALID ONLY FOR BUILDINGS OF MEAN ROOF HEIGHT AS LIMITED ABOVE. 3. TABLES VALID FOR ALL ROOF TYPES & SLOPES. APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED,' USE THE PEAK ROOF HEIGHT. 5. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRIBUTARY AREA "OFTHE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN. LENGTH (HEIGHT2 /;3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING' CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY. AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST 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 CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 5. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMI I I 1 D TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 7. NO CERTIFICATION - IS:OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 8. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER; BUT NOT LESS THAN -4 %'OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE -ZONE 5 IF AT ALL IN QUESTION. CONSULT a a RO AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. EAVE OF HEIGHT WALL ZONE FIGURES 2010 FLORIDA BUILDING CODE ASCE 7 -10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET ASCE 7 -10 PEAK ROOF HEIGHT MEAN ' ROOF HEIGHT ISOM? ' C 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 89885 MIAMI SHORES DEPARTMENT • BUILDING PRODUCT APPROVAL SCHEDULE / COMPARISON CHART Address: 9880 NE 8 Ave MIAMI SHORES FL (Permit No. Opening ID Window, Door or Mullion Product Acceptance # Product Approval Design Pressure Opening Design Pressure Rough Opening Size Shutter Required Yes / No Mullion Required Yes / No Impact Yes / No 1 WINDOW FL7067.1 +60.0 -60.0 +44.3 -57.9 727/8 x 371/4 NO YES 2 .1. FL7067.4 4, ,1, +46.3 -50.3 35 5/8 x 371/4 .1. .l, 3 4, FL7067.1 .1, .1, 4, .1, 72 7/8 x 371/4 .l, 4, 4 4, FL5823.1 -67.5 4, 4, 241/2 x 491/2 .1, YES y 5 4, FL7067.4 -60.0 .1, .1, 713/4 x 491/4 .1, - 45 4, . 4, ! 6 .1. FL5823.1 +67.5 -675 4, .1, 241/2 x 491/4 .1. 11- 0922.01 7 4, FL7067.1 +60.0 -60.0 +43.6 -565 72 7/8 x 49 3/8 4, .1, 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 .fin. � n ■ �n .��.��N m UM= I Elm swum EINUNEUENEWUREENENHEISI UM NUS P IIMEIBTEM 111 Elin I rit na LEI I a mi I isimimmumuu iP I, PlibmUIREEnui Mammignill 11 Ill estm inns ILL' II illif II MUM In ■ IN MItIfl1'Nhll 1101n Er11 *1I■ *e:r NU IN UM a Nairn NINUi*lMENNhi UNINUNITEUMEN SEINUE Elm EON N IENUNINE roweRMAN ka,tu IIMNimea NUSIEEI Nei ,igggggidiIiii UNNEINW agif NEE El I II N 1111 II N EN I I1IIIIIIIUIIIIIIW II NM NNW E EN I .' MN En es EUU - ____I - *NEN __; Florida Building Code Online Busines Professi� Regulation BCS Home ! Log In i co bttp://www.iloridabuilding.orepr/pr:app dtl.aspx?param= wGEVX., 1 User Regkti4Upn Hot Topics ; Subm& Surcharge Sttats & Facts 1 Publcatlons E ESC. Staff ; BCE Site Mai, i Links 1 Search Product Approval USER: Pubic user FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Emali Authorized Signature Technical Representative Address/Phone /Emal I Custom Window Systems Inc. 1900 SW 44th.Avenue Ocala, FL 34474 (3.52) 368-6922 Ext 207 mlafevre @cws.cc Michael LaFevre mlafevre @cws•cc Brian Tenace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext291 btenace@cws.cc Quality Assurance - Representative Jeff Thompson Address /Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Fact 221 jthompson@cws.cc Category Subcategory .Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer -E Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certlficatlons, Inc. Quality Assurance Contract Expiration Date 03/01/2014 Validated By Steven M. Urich, PE E Validation Checklist - Hardcopy Received Certificate of Independent F15823 R5 COI EvalReo CWS -1558 (SH -8100, Impact }.pd( Referenced Standard and Year (of Standard) Standard Year AAMA/W DMA /CSA/101/I.S.2/A440 -05 2005 ASTM E 1300 -04 2004 ASTM E1886 -05 2005 ASTM E1996 -06 2006 PA/i'AS 201/202/203 1994 ')1141 ?(117 022 AT Florida Building Code Online b p : / /www.floridabuilding.org/pr /pr app dtl.aspx?paranrwGEVX. Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL5823 R5 Eauiv SH -8100 Eauivalencv.odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 12/01/2011 12/13/2011 12/20/2011 01/31/2012 Model, Number or Name Description 8100 Vinyl Single Hung 8100 Vinyl Single Hung (Impact) L ti of Use ' Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A • Other: Large Missile, see installat(on dwgs. for Max. size and DP. Installation Instructions FL5823 R5 II CWS-155B (SH -8100. Imoact).odf Verified By: Lucas A. Turner 58201 Created by Independent Third-Ratty: Yes Evaluation Reports FL5823 R5 AE DuPont PVB NOA 11-0624 01.odf FL5823 R5 AE EvalRep CWS -1558 (51-1-8100. Imoact).odf FL5823 R5 AE Mikron NOA 11-0830 09.odf Created by Independent Third Party: Yes 5823.2 SH -8100 Cont. Hd. & 5111 511-8100 Cont. Hd. & Sill (double Single Hung), Impact, 74 1/8" x 63 ". Limits of Use Approved for use in HVHZ: Yes • Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: N/A Other: Large Missile, DP +67.5/ -70.0 psf w/ Std. sill, DP +/- 70.0 psf w/ high rise, Max. size 74 1/8" x 63 ". Outer Fite in T.G. must be safety glazed when used above 30 ft. in HVHZ. Installation Instructions FL5823 R5 II CWS -440A (5H -8100. Inioad:. 74x63, ContHdSI).pdf verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports 7L5823 R5 AE DuPont PVB NOA 11 -0624 01.pdf FL5823 R5 AE EvalReo CWS-440A (511- 8100. Impact. 74x63, ContHdSD,pdf FL5823 R5 AE Micron VOA 11 -0830 09pd( Created by Independent Third Party: Yes 5823.3 SH -8100 Cont. Hd. & Sill SH -8100 Cont. Hd. & 5111 (double SIngle Hung), Impact, 74 . 1/8" x 72 ". Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +67.5/-67.5 Other: Large Missile, DP = +/- 67.5 psf, Max. size 74 1/8" x 72 ". Outer Iite in I.G. must be safety glazed when used above 30 ft. In HVHZ. installation Instructions FL5823 R5 II CWS -491A (SH -8100, Impact, 74)02, ContlidSf).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports 93823 RS AE DuPont PVB NOA 11 -0624 01.odf FL5823 RS AE EvalRep CWS -491A (SH -8100. Imuactt 74x72. ContHdSI).pdf FL5823 R5 AE Mikron NOA 11-0830 09.pdf Created by Independent Third Party: Yes 5823.4 51-1-8100 Vinyl Single Hung Heavy Duty SH -8100 Vinyl Impact Single Hung w/ Heavy Duty FMR Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes impact Resistant Yes Design Pressure: +100/ -100 Other: Large Missile, 52" x 72 ", +/- 100 psi. Installation Instructions FL5823 R5 II CWS -3696 (SH -8100. Impact, 52x72, 100 DP).pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL5823 R5 AE DuPont SGP NOA 11 -0624 02.odf +1t1 AP1A1n A.70 /V*. Florida Building Code Online n _n_ . http: / /www.floridabuilding.orgjpr /pr _app dtl.aspx?param wGEVX.• FL5823 R5 AE FvaIRet CWS -36913 (SH-8100, Impact, 52x72. 100 DP).pdf FL5823 R5 AE NOA 11 -0830 09.ndf Created by Independent Third Party: Yes 5823.5 SH -8100 Vinyl Single Hung Oriel SH -8100 Vinyl Single Hung Oriel Window w. HD FMR, 5 HI sash. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: ±67.5/ -67.5 . Other: Large Missile, 52' x 96' w/ 5 HI sash, +/- 67.5 psf. Installation Instructions F13823 R5 II CWS -295A (SH -8100, Impact, 52x96).pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL5823 115 AE DuPont PVB NOA 11 -0624 01.odf FL5823 R5 AE DuPont SGP NOA 11 -0624 02.odf FL5823 R5 AE EvalReo CWS-295A (SH -8100. Impact, 52x96). df FL5823 R5 AE. Micron NOA 11 -0830 09.odf Created by Independent Third Party: Yes Contact Us is Phone: 850-487 -jffi24 1940 North Monroe$treet, Tallahassee Pi x1 9 The State of Florida is art AA /EEO empbyer. mow *iht 0a7- 0 0 State of Fbdda. •• Prtmev Statwnent • • Acr aa¢Iblity Statemant :: Refund St r ma V' Under Florida lbw, e-mail addresses are ptda6c recoids. If you do not want your e-mail address released in response to a public - records request, do not semi aibd 0nt mail to this gntty. Instead, contact the office by phone or by traditional mall If you have any questions regardtrg DMPR's AM A web accessibility, pose contact our Web Master at . Product Approval Aampts: ') /1d /')fll') 0.12 All Lucas A. Turner, P.E., MBA 2080 Mauve Terrace North Port, FL 34286 Ph. 941- 380 -1574 Evaluation Report 155B November 28, 2011 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 53 1/8" x 76" unit size at +1 -67.5 PSF, 36" x 62" unit size at +67.5/ -75 PSF, 7/8" Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite — Air — 5/16 Laminated (1 /8Ann- .090PVB- 1 /8Ann) inboard lite • Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above - listed product per the requirements of FAC Product Approval Rule Chapter 9N -3.005 (4), using 9N -3.005 Method 1 option (d). This product complies with the requirements of the Florida Building Code including the HVHZ. The product testing standards performed are outlined below. - Technical Documentation: 1) Approval drawing CWS -155B, signed and sealed by Lucas A. Turner, P.E. on. 11 /28/11. 2) Test Report -NCTL -210- 3668 -1, -1A, -2, -2A, 3669 -1, -1A, -2, and -2A, by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201, 202, 203 1994, ASTM E 1886, 1996 2002/2005, and AAMA A440 2005 3) Supplemental Calculations to support CWS -155B, signed and sealed by Lucas A. Turner, P.E. on 11/28/11 Installation: Units must be installed according to approval document CWS -155B. Limitations of Use: This product: . • May be used in O/X configuration in sizes up to 53 1/8" x 76" unit size at +1 -67.5 PSF, and 36" x 62" unit size at +67.5/ -75 PSF, with max. glass DLO heights as shown in CWS -155B • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 7/8" insulating Glass consisting of 1/8 Annealed or Tempered outboard lite (Tempered required above 30 ft in HVIHZ) — Air — 5/16 Laminated (1/8Ann-.090PVB- 1/8Ann) inboard lite • Requires Dupont PVB Interlayer per Miami Dade N.O.A. 11- 0624.01 • Requires,Milkion rigid PVC frame extrusions per Miami -Dade N.O.A. 11- 0830.09 Certification of Independence: I do not have, nor do I intend to acquire, nor will" acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. tioninnso.r v 58201 Lucas A. Turner, P.E. 2011 -11 -29 00:55 -05:00 • STATE OF .:44t;: 0 Fi 4?.. =gyp IONIAL 1/12811/ Lucas A. Turner, P.E. FL PE #58201 SINGLE HUNG ELEVATION (LARGE MISSILE IMPACT) 53118" MAX, UNIT WIDTH 45 15116" GLASS DLO• 371/4" OVERALL FLANOE,WIDTH• 771/4" MAX, OVERALL FLANG HEIGHTS MAX UNIT WIDTH 31 13118" — GLASS DLO 3318/18" GLASS DLO 78" MAX UNIT HT. 37 5118' MAX SASH HEIGHT GLASS DLO 4 0.0 . WEEPS (TYP) mat GLASS DLO 49 11118" – DESIGN PRESSURE•RATING ±67.5 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.. -1 ANCHOR SCHEDULE & NOTES 2 GLASS DETAIL 3 SECTION VIEWS 4-5 EXTRUSIONS & B.O.M 6 INSTALLATION DETAIL 7,8 831(4" OVERALL FLANGE HE GHT 82" MAX UNIT HEIGHT 30 8118" MAX SASH HEIGHT X J Lucas A. Tumer, P.E. 26_ `GLASS DLO 31 5116° MAX SASH WIDTH 2L° GLASS DLO pVC IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "Or. 4. DESIGN PRESSURE RATING: - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1300. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN,THE DESIGN OF THIS PRODUCT. SEE SHEETS 7-8 FOR INSTALLATION DETAIL, WIND LOAD DURATION FACTOR Cd =1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT SWEEP LOCKS -ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS, 7. ALL FRAMES AND VENTS FULLY WELDED, SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. 8. REFERENCE TEST REPORTS: NCTL 210. 3868 -1, -1A -2, -2A, NCTL -210- 3689 -1, -IA, -2, -2A 9. SERIES / MODEL DESIGNATION SR-6100. 10. 1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD, 11. THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING: X= OPERABLE SASH, O =FIXED SASH GLASS DLO 12. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR • LOCATION. DESIGN PRESSURE RATING +67,5/ -75.0 2011-11-29 00:54 -05:00 13. SWEEP LOCKS INSTALLED ON WINDOWS OVER 37" X 62° PROPRIETARY AND CONFIDENTIAL 11/28/11 THE INFORMATION CONTAINED IN THI8 DRAWING 18 THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, ING. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN P ER MISSION OF CUSTOM WINDOW SYSTEMS, ma IS PROHIBITED. LUCAS A. TURNER, FL P.E., 58201 B UPDATED PER 2010 FBC 11/18/2011 TEF A UPDATED PER NEW MC REQUIREMENTS 07/07(2008 At +iLtllUrtp _ otilNOREW -T``I4'i "✓ + • . • wrNDOV S & DOORS �v f No 58201 • �, r 1900 SW 44TH AVE. t'* t - :*1 OCALA, FLORIDA 34474 '�'o � -¢i H GENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT L1 , 6TATE. OF r l •SERIES: orAWN BY: ?ATE; $y ©�+ .�4 O 1Q #.. *�W9 � Me n L 8100 SCALE: �E �WC�. Np8 /10/2008 ��•4sjaNA+.tiC�ai`` PVC SINGLE .HUNG NTS CWS -186 y!tlrh1l11ffti .ly REV. LETTER: B 8 -IEET: 1 OF 8 8" MAX (TYP) 6" - MAX (TYP) 14° O.C. MAX. (TYPO B} 4" MAX t 14" UNIT HEIGHT .�-� 15" .0.C. MAX. (TYP) A r INSTALLATION ANCHORS, SEE NOTE 2 . 4" MAX (TYP)• 4° MAX. ITYP) 6° MAX. 00 (TYP) X INSTALLATION ANCHORS, SEE NOTE 4 NOTES: 83118° MAX "v. MAX UNIT SIZE 53.118x78 1W1 SWEEP LOCKS) LIP ±B7.E 1. INSTALL ONE AN011011 AT EACH LCCAT OR SPACING SAME AS HEAD. 2. SHIM AS REO'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO 8E 114 ". USE SHIMS WHERE SPACE GREATER THAN 1/16°18 PRESENT. 3. LOAD BEARING SHIMS SHALL SE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BE: TER. WOOD SHIMS ARE NOT ALLOWED. ONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT' OF 1 114' INTO MASONRY THRU FRAME DR THRU 1 BY WOOD SUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 212° SHALL,EE ACHIEVED IN 8° MAX. OC (TYP) • .INSTALLATION ANCHORS, SEE NOTE 2 M)DSPAN 6„ MAX (TYP) MAX (TYP) 1013116° MAT'` 0.0. 62" MAX . UNIT HEIGHT 4° c INSTALLATION . ANCHORS, SEE NOTES ANCHOR LAYOUT - (FIN) THRU FRAME (WOOD) MAX UNIT SIM: 53.118x78 (1191 SWEEP LOC1t8) DP *67.5 'MAX UNIT WIDTH ANCHOR .LAYOUT - (FLANGEI THRU FRAME (MA80NRY) MAX UNIT 812E, 36 x82 DP +67.81-76.0 8° MAX. 00 CTYP) • 4 °MAX. MP) -� 4 °M (TYP) 6" 1 // 1 I 7/ % 1 O I // I+ X .INSTALLATION ANCHORS, SEE NOTE 2 M)DSPAN 6„ MAX (TYP) MAX (TYP) 1013116° MAT'` 0.0. 62" MAX . UNIT HEIGHT 4° c INSTALLATION . ANCHORS, SEE NOTES ANCHOR LAYOUT - (FIN) THRU FRAME (WOOD) MAX UNIT SIM: 53.118x78 (1191 SWEEP LOC1t8) DP *67.5 'MAX UNIT WIDTH ANCHOR .LAYOUT - (FLANGEI THRU FRAME (MA80NRY) MAX UNIT 812E, 36 x82 DP +67.81-76.0 8° MAX. 00 CTYP) • 4 °MAX. MP) -� 4 °M (TYP) 6" INSTALLAT ON ANCHORS, SEE NOTE ANCHOR LAYOUT - (FIN) THRU FRAME (WOOD) IMAX UNIT SIZE: 3B X621 DP +87.81 -76.0 5.810 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVEA MIN, EMBEDMENT OF 1318" INTO 2 SY WOOD SUCK. A MINIMUM EDGE DISTANCE OF 7(6" SHALL BE ACHIEVED IN ANY DIRECTION. 6 88 WOOD SCREW ANCHORS MUST BE OF SUFFICENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 12" INTO 2 BY WOOD BUCK FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 114' SHALL BE ACHIEVED IN ANY DIRECTION. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.56 (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY- STRENGTH CONFORMANCE TO ASTM 0-90, GRADE N, TYPE 1 (0R GREATER). 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS FMA/AAMA 100 (FIN WINDOWS), FMA "AAMA 200 (FLANGE WINDOWS), • PROFEETARYAND OOIFIOEMTIAL 13128/11 THE INFORMATION CONTAINED IN TMS ORAWIfxG 18 THE SOLE PROPERTY OF CUSTOM FMAAWDMA 250 (BOX WINDOWS), FMA/AAMAM)DMA 200 (EXTERIOR DOOR8). WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR ASA WHOLE WFTHOUTTHE WRITTEN PERBSSIONOF CUSTOM WINDOW SYSTEMS, INC. lS PROHIBITED. LUOASA. TURNER, FL. P.E., 5820 B UPDATED PER 2010 FOC 11/08/2011 TEF A UPDATED PER NEW F8C REQUIREMENTS 07/07/2008 %Olt" IIU1l4 . .... RED II/ 5 � i" ' No 58201 2' *� * '* f"4' ?¢4'T I , -. STATE OP �4r . Akruoirsisoo 1N WINDOM RS 1900 SW 44Th AVE. OCALA, FLORIDA 34474 TITLE' ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT SERIES: A0) 8100 ORN Y: ADE " TS. 08/10/2008 . PVC SINGLE HUNG 148 ' CWS -155 2 OF 8 1• / 1 / 1� 0 I+ • X INSTALLAT ON ANCHORS, SEE NOTE ANCHOR LAYOUT - (FIN) THRU FRAME (WOOD) IMAX UNIT SIZE: 3B X621 DP +87.81 -76.0 5.810 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVEA MIN, EMBEDMENT OF 1318" INTO 2 SY WOOD SUCK. A MINIMUM EDGE DISTANCE OF 7(6" SHALL BE ACHIEVED IN ANY DIRECTION. 6 88 WOOD SCREW ANCHORS MUST BE OF SUFFICENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 12" INTO 2 BY WOOD BUCK FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 114' SHALL BE ACHIEVED IN ANY DIRECTION. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.56 (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY- STRENGTH CONFORMANCE TO ASTM 0-90, GRADE N, TYPE 1 (0R GREATER). 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS FMA/AAMA 100 (FIN WINDOWS), FMA "AAMA 200 (FLANGE WINDOWS), • PROFEETARYAND OOIFIOEMTIAL 13128/11 THE INFORMATION CONTAINED IN TMS ORAWIfxG 18 THE SOLE PROPERTY OF CUSTOM FMAAWDMA 250 (BOX WINDOWS), FMA/AAMAM)DMA 200 (EXTERIOR DOOR8). WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR ASA WHOLE WFTHOUTTHE WRITTEN PERBSSIONOF CUSTOM WINDOW SYSTEMS, INC. lS PROHIBITED. LUOASA. TURNER, FL. P.E., 5820 B UPDATED PER 2010 FOC 11/08/2011 TEF A UPDATED PER NEW F8C REQUIREMENTS 07/07/2008 %Olt" IIU1l4 . .... RED II/ 5 � i" ' No 58201 2' *� * '* f"4' ?¢4'T I , -. STATE OP �4r . Akruoirsisoo 1N WINDOM RS 1900 SW 44Th AVE. OCALA, FLORIDA 34474 TITLE' ANCHOR SCHEDULE & NOTES - LARGE MISSILE IMPACT SERIES: A0) 8100 ORN Y: ADE " TS. 08/10/2008 . PVC SINGLE HUNG 148 ' CWS -155 2 OF 8 718° OVERALL INSULATED GLASS 118° ANNEALED 7/18" AIRSPACE 8118° LAMINATED GLASS 1l8 ANNEALED .090" PVB INTERLAYER BY DUPONT 1/8" ANNEALED DURASEAL BY TRUSEAL :PURFEOT GLAZE "H" OR SIKAFLEX 562 1!2° GLASS BITE 7/B" OVERALL INSULATED GLASS /8" ANNEALED 7118° AIRSPACE 5116° LAMINATED GLASS 118 ANNEALED .090° PVB INTERLAYER BY DUPONT i/8" ANNEALED DURASEAL BY TRUSEAL PURFEOT GLAZE "H" OR SIKAFLEX 552 EXTERIOR 718° OVERALL INSULATED GLASS 1/8° TEMPERED 7118° AIRSPACE 5/18° LAMINATED GLASS 1/E" ANNEALED .090°. PVB INTERLAYER BY DUPONT 118° ANNEALED DURASEAL BY TRUSEAL PURPECT GIAZE•°H° OR SIKAFLEX 552 112" GLASS BITE 111 U I 112" GLASS BITE FIXED LITE SASH LITE FIXED LITE PROPRIETARYAND CONFIDENTIAL 1112t/all THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF C TOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHMITEO. T/8° OVERALL INSULATED GLASS . 1/8° TEMPERED 7/18• AIRSPACE 5118° LAMINATED GLASS 1/8" ANNEALED •08O" PVB INTERLAYER BY DUPONT 118" ANNEALED DURASEAL BY TRUSEAL PURI=ECT GLAZE "H" OR SIKAFLEX 652 I Hit L �� GLASS TYPE B. FULL SIZE LUCAS A. TURNER, FL P.E., 68201 SASH LITE UPDATED PER 2010 FBC 11/08/2011 TEF A UPDATED PER NEW FBC REQUIREMENTS 07107/2008 No 58201 s� *S 1.111. STATE OF 114.• e1570.Al W-OS� 016Iririttty, efaafit W 1900 SW 44TH AVE. OCALA, FLORIDA 34474 rITLEt$ DETAIL - LARGE MISSILE IMPACT SERIES: 810D )NAWN m EL PVC SINGLE HUNG ADE' Nil' 00/10/2008 SCALE: 1:1 ADO'S NO CWS -155 REV. LETTER: SHEET: 3OF8 SECTION VIEW A -A SECTION VIEW 8 -8 SECTION VIEW C-C ALTERNATE FIN DETAIL NOTE; ITEMS 22,27;28,33 -37, 43-45 ARE NOT SHOWN, ITEM 31 IS NOT USED IN THIS WINDOW. PROPRIETARY ANDCOI5fIDENTIAL 1.12$ 1 THE INFORMATION COIJTAINED IN THIS DRAWING IS THE SOLE PRO Ofr O TOM WINDOW SYSTEMS. INO. ANTREPRODUOTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INO IS PROHIBITED. LUCAS A. TURNER, FL •P.E., 58201 B UPDATED PER 2010 FBC •A UPDATED PER NEW FBC REQUIREMENTS 11/08(2011. TEF 07107(2008 • . ii'I(II7►1ltttt 4,�r�q- i.•��GSkg� •':ni:N7ND S '' N. EB201 N13 i� 1800 SW 44TH AVE. •E. OCALA FLORIDA 34474 ,t 51 ;y STATE Os a, ECTION VIEWS 53 16 xx 77 - LARGE M SSIILE "IMPACT A 8100 ADS 08/10/2008 $ys�p. <dii: ©••�a'+�•� dCUEL: DALSr 011' Cr �4;10N'A4 ��' PVC SINGLE HUNG NT3 CWS ifi5 +►tnnl► +i +�� REV. I Er Ea B SI1F- r: 4 OF 8 SECTION VIEW A-A SECTION VIEW B-B TYPICAL HORIZONTAL SECTION NOTE: LEFT SIDE SHOWS FIXED LITE CUTAWAY, RIOHT SIDE SHOWS SASH CUTAWAY ALTERNATE FIN DETAIL SECTION VIEW C-C NOTE: ITEMS 22,27,28,33. 37,4345 ARE NOT SHOWN. ITEM 31 IS NOT USED IN THIS WINDOW. PROPPIETARYAND communal. THE INFORMATION CONTAINED TV THIS DRAW NS IS THE SOLE PROPERTY O- CUSTO F M WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRIrT NPERMISSION OF CUSTOM WINDOW SYSTEMS, IN IS PROHIBITED. LUCAS 4N. TURNER, FL. P.E„ 88201 B UPDATED PER 2010'FBC 11/08/2011 TEF A UPDATED PER NEW FBC REQUIREMENTS 07/07/2008 '' inA E-.71 Na 58201 'yP %. , STATE OF J s� a P , 4.�s° P©4+ 90q�dNA1 µ v � WINDOWS & DOORS 1900 SW 44TRAVE. OCALA, FLORIDA 34474 ' SECTION VIEWS 38° • ERIE S 8100 tGDrs PVC SINGLE HUNG x 827, - LARGE MISSILE IMPACT DRAWN BY: 7A7E: ADE 08/10/2008 80AL : NTS ' 7WWG NO: QWS -185 RV. =TM: B `trim: 5 OF 8 ITEM If PART A DESCRIPTION 1 148031 Frame Head, RI, Single Hung 2 1-0031 Frame SIB, Flg, WO Hung 3 1.8031 Frame Jamb, Fig, Single Hung H-1630 Alum Fixed Wet. Rau 5 8-8083 Fixed Ralf Cover 146027 Sash Top Raft 7 H-1497 Reinforcement for FIR 8 H-0028 Sash Bottom Rai 9 H-1699 Reinforcement for SBR 10 146004' Seeh Side Rat 11 8-1498 Reinforcement for SSR 12 8-6084 Glazing Bead 13 P-3118 Keeper, Sweep Lock 14 P-3541 08 x 1/2', Pan Head, Tek 15 h 4632 Sweep Lock 16 P-4633. Barrel Fastener 17 Block & Tackle Balance 18 Ptuf ect Glaze "H" or Sikafiex 552 19 Sash See Glazing Chart (pg3) 20 Fixed 808 Glazing Chart (p93) 21 P -3429 Wstp., 0.270 x 0.187 back FlnSeal P-4638 08 x 2 -1/211 Med.'Truss, Type A, TEK 2 23 #10 x 1112" Panhead SMIS 24 Flat Washer 6-6014 Screen Catch 28 6.8013 Screen Support 27 P-4051 08 x 1 114" Pt Fh TEK,'M*. 28 P -3748 06 x 0.825° Quad Ph 'MK Writ. 29 P-3783 Impact, Lock 30 •4069 krpact, Keeper 31 P -4264 118 x 3/4 EH Pi w/46 Head, TEK, Wht 32 P4218 Screen Frame 33 P-3321 Screen Comer Key 34 P-3228 Screen Spine 38 P-3581 Screen Cloth 38 P4033 Screen Spring 37 P3029 Screen Pull Tab 38 P-3352 Set Blk 1/8" x 5/8"x 2" 39 P-3758 48 x 5/8 Rill Pan Zinc 40 P-4479 Weepcover 41 P3113 Screw Support 42 P-5025 Sash Stop 43 44 P-3089 Sash Cam 45 48 83295 P3342 P-3782 Take Out Clip Seam Sealer Hole Pug 47 146048 Frame Head, FIN, Single Hung 48 P-4959 Watp., 0.420 x 0.187 back MATERIAL. VENDOR MKRON !AKRON MICRON ALUMINUM • KEYMARK MICRON MICRON ALUMINUM KBYM W< MICRON ALUMINUM KEYMARK MICRON ALUM NUM KEYMARK MICRON SULLIVAN FASTENAL SULLIVAN FASTEENAL STS CALDWELL HEM EIJSIKA CARDINAL CARDINAL LLTRAFAB FASTENAL FASTENAL FASTENAL MICRON MICRON FASTENAL FASTENAL INTERLOCK ST737 INTERLOCK FASTENAL ALIJNINUM ALLMETAL M&MI DAPA WEC HURLEY HURLEY FRANK LOWE FASTENAL NSW TEAM MICRON M&M SUMMIT SCHNEE M&M MKRON NYLON UL1RAFAB RAID PVC RIGID PVC RIGID PVC RIGID PVC RIGID PVC RIGID PVC RIGID PVC RIGID PVC Sf>BB- ZING ZINC STEB. SILICONE GLASS GLASS NYLON'. STEEL. STEEL STIES: RIGID PVC RIGID PVC ZINC ZINC STEEL STEEL ELASTIC RUBBER VINYL STEEL ma. RUBBER ZINC MASTIC RUBBER RIGID PVC PLASTIC STEB- SILICONE PLASTIC RIGID•PVC NOTE: ALL ALUMINUM EXTRUSIONS ARE 6083 -TB 211/10" PVC FRAME FLANGE -6031 PVC SASH SIDE RAIL -8004 1/16° PVC SCREEN CATCH - 0013 1(10' ALUM, REINF. 8.8.RJS.8.1;. -1458 • PVC FIXED RAILCOVER - 8063 • • 3 9(180 PVC FRAME FIN -6040 1 18116" 1110' • 1618° PVC BASH 6TM. RAIL -6028 516" 1/18° ALUM. REINF. TOP RAIL -1497 ALUM. REINF. BTM RAIL -1609 PROPRIETARY AND CONFIDENTIAL I1t R /II THE INFORMATION CONTAINED IN THIS DRAWING re THE SOLE PROPERTY CUSTOM WINDOW SYSTEMS, n10. ANY REPRODUCTION INFART ORAS A WHOLE WITHWTTI-E WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. PVC SASH TOP RAIL -6027 1/18" PVC SCREEN SUPPORT - 6014 2.1/8" —1 9/2" ALUM. FIXED RAIL -1835 PVC GLAZING BEAD -8084 LUCAS A, TURNER, FL. P.E,,.58209 FIXED MEETING RA L � DTOEGETHERWITH • SCREW SUPPORT•3113 B A UPDATED PER 2010 FOC 11/08/2011 TEF UPDATED PER NEW F8C REQUIREMENTS 07/07/2008 .►,t NO 5&201 J pC t et p, STATE OF 11..4/47 C .1% 40. k, 4r11r: ,•ie jONA tiytt WINDOWS & DOORS 1900 SW 44TH AVE. OCALAA, FLORIDA 34474 EXTRUSIONS / E.O.M.- LARGE MISSILE MPACT SERIES: • DRAWN dr aArE: 8100 ADE 08!1012008 SCALE: . DWG NO,: 4000/. LETTER: 8 O 172 HSSr: 8 OF 8 rte , PVC SINGLE HUNG CWS -185 2 1/2" MIN, EDGE DIST. CONORETEIMASONRY BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY INSTALLER SEALANT BEHIND 'FLANGE BY INSTALLER SEALANT BETWEEN BUCK AND OPENING BY OTHERS • • • A" • O+ ?+ ! s. •0 • Ps • 0 *0* s wpm INTERIOR FINISH BY OTHERS EXTERIOR SEALANT UNDER SCREW HEAD BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS INTERIOR FINISH BY OTHERS . CONCRETE/MASONRY BY OTHERS INSTALLATION ANCHOR, 3118" DIA. MASONRY SCREW WITH WASHER THRU SCREW SUPPORT 101 1 174" MIN. EMBEDMENT I01 1 BY WOOD, BUCK BY IAI 1/4" MAX. SHIM . 181 INSTALLATION ANCHOR, 3/18" DIA, MASONRY SCREW WITH•WASHER THRU SCREW SUPPORT [0] .1 1/4" MIN. EMBEDMENT ICI 114' MAX. SHIM (51 INTERIOR'FINISH 1 we MIN. EMBEDMENT BYOTHERS ID1• 114" MAX. SHIM [B] AMIN Ili a4444 4. a 44e 2112" MIN, EDGE OIST! a ICI • "'444 •a.a 718° MIN. EDGE DIST. IDI INSTALLATION ANCHOR, • ,L" • 810 WOOD ANCHOR WITH •WASHER THRU SCREW SUPPORT[D] '.2.BY WOOD BUCK BY OTHERS [AI SEALANT BETWEEN BUCK AND OPENING BY OTHERS 1 BY WOOD BUCK BY OTHERS [A] INSTALLATION ANCHOR, 3/18" DIA. MASONRY SCREW w /NEOPRENE • BACKED WASHER THRU SCREW SUPPORT [0] BOTTOM SWEEP LOCK ACTIVATED ONLY DURING HURRICANES. 114" MAIL SHIM [e] SILL STOOL BY OTHERS CONCRETE/MASONRY BY OTHERS HIGH STRENGTH STRUCTURAL GROUT BY OTHERS VERTICAL SECTION FRAME (MASONRY) USE SOLI WOOD SUPPORT TO MAKE SILL LBVEL BY OTHERS 1 114" MIN. EMBEDMENT 21/2" MIN. EDGE DIST. (01 EXTERIOR FINISH BY OTHERS PERIMti tH SEALANT BY INSTALLER HORIZONTAL SECTION • FRAME (MASONRY) SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS EXTERIOR EXtERIOR SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS • • HORIZONTAL SECTION VJ FRAME (WOOD) INSTALLATION ANCHOR, 3118' DIA. • MASONRY SCREW w7NEOPRENE BACKED WASHER THRU SCREW SUPPORT IC] BOTTOM SWEEP LOOK ACTTVATEDONLY • • DURING HURRICANES. (SEE NOTE 8, $HTI) SEALANT UNDER SCREW HEAD BY INSTALLER, CONGRETEIMASONRY • BY OTHERS REFERENCE NOTES: TAI SEE NOTE 10, BHT 1 101 SEE NOTE 2&3,.SHT 2 ID SEE NOTE 4, SHT 2 ID] SEE NOTE 5, BHT2 •0"\ALTERNATE PRECAST SILL DETAIL 'Q./ FRAME (MASONRY) PROPISETARYANO COM1FIOENTIAL 1 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY O M IMNDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSSON OF CUSTOM WINDOW SYSTEMS, NO. IS PROHIBITED. • LUCAS A. TURNER, FL. P.E., 58201 114" MAX. SHIM I81 1 1/4" MIN, EMBEDMENT I0] 2 1/2° MIN. EDGE DIST. 101 UPDATED PER 2010 FBC 11/08/2011 TEF A UPDATED PER NEW FMC REQUIREMENTS 07(07/2008 efektrefft WINDOWS & DOORS 1900 SW 44TH AVE. OCALA,.FL•ORIDA •34474 11TLEINSTALLATION DETAIL FLG - LARGE MISSILE IMPACT SERIES: 8100 , EL PVC SINGLE HUNG RA4�1 BY: ADE SCALE: NTS 7ATE: 00/10/2008 WO NO.: CWS -155 REV. LETTER: B SHEET: 7 OF 8 SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS 112" MIN. EMBEDMENT SEALANT BEHIND FIN. BY INSTALLER WINDOW WRAP BY INSTALLER PERIMETER SEALANT BY INSTALLER SEALANT BEHIND FIN BY INSTALLER PERIMETER SEALANT BY INSTALLER WINDOW WRAP BY INSTALLER EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS INSTALLATION ANCHOR, #8 WOOD SCREW w1WASHER [8] 2 BY WOOD BUCK BYOTHERS 114" MIN. EDGE DIST, IEI 114" MAX SHIM IBI BOTTOM SWEEP LOCK ACITYATED ONLY DARING HURRICANES (SEE NOTE 8, SHT 1) 1/4" MAX SHIM [3] 1/4° MIN. EDGE DIST. [E) (E\ VERTICAL SECTION FIN (WOOD) .1.912:' MIN, EMBEDMENT R YP) 2 BY W000 BUCK BY OTHERS [A) INSTALLATION ANCHOR, tie WOOD SCREW WITH WASHER '[8] 2 BY W000 BUCK BY OTHERS (A( 1 INSTALLATION ANCHOR; d18 WOOD SCREW WITH WASHER 1 1/t° MW. EMBEDMENT [E] SHEATHING BY OTHERS REFERENCE NOTES; [A) SEE NOTE 10, SHT S) SEE NOTE 283, SHT 2 [) SEE NOTE 4, SHT 2 [D) SEE NOTE 8; SHT 2 LE SEE NOTE .S, SHT2 EXTERIOR FINISH BY OTHERS 114' MEN. EDGE DIST, [8) 1/4' MAX. SHIM [Bl SEALANT BEHIND FIN BY INSTALLER PERIMETER SEALANT BY INSTALLER WINDOW WRAP BY INSTALLER PROPRIETARY AND CONEIDENTfM. jj THE INFORMATION CONTAlN80 IN THE DRAWING IS THE COLEPROPERNOF CUSTOM WtNDOW SYSTEMS, INC. ANY REPRODUCTION IN PART ORAS A WHOLE WRHOUTTFE WRITTEN PERMISSION OP CUSTOM WINDOW SYSTEMS, INC. IS PROHISRED. ('P'\ HORIZONTAL SECTION �J FIN (WOOD) LUCAS A. TURNER, FL P.E., 8820 B UPDATED PER 20.10 FBC 11/08/2011 TEF A UPDATED PER NEW FBC REQUIREMENTS 07/07/2008 youlututo st,0 AREW ;E«, No 58201 ; + � % rcE I A. T►. 8TA7fl OF 1+U+ t &ORS 1900SW44THAVE. OCA�L��A, FLORIDA 34474 7�gi • • •'IIVSTALLATION;DETAIL FIN - .LARGE MISSILE IMPACT AERIES: B100 r1AWN BY: ADE SAYE: 48/40/2008 MODEL: PVC SINGLE HUNG scatr NTS �WU'" CWS 156 . LETTER: Es • 8 01'8 Florida Building Code Online flocida ii'ieiti Busines Professi Regulation bt ttp : / /www.floridabuilding.org/pr /pr app dti.aspx?parafFWWGEVX., arm Home I Log In I use Registration I Hot Teets I Submit Surcharge I Stets & Facts I . Publkatbns FBC Staff I • Bcis. Ste Map ( Links I Search Product Approval USER: Pubic User Prodtttt Ar o al artu > Prndrrct or AcI atbn Search > rnM1atlon l st > App6eatbn Detail FL* Application Type Code Version , Application Status Comments Archived FL7067 -R4 Revision •2010 Approved 11 Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 Ext 207' iniafevre @cws.cc Authorized Signature Michael LaFevre miafevre@cws.cc Technical Representative Brian Tenace Address/Phone /Email 1900 SW 44th Ave. Ocala, FL.34474 (352) 368-6922 Ext 291 btenace@cws.cc Quality Aizrance Representative Address/Phone /Email Category Subcategory Compliance Method Jeff Thompson 1900 SW 44th Ave. Ocala,. FL 34474 (352) 368-6922 Ext 221 jthompson@cws.cc Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer . Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the Evaluation Report Florida License PE -58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 03/01/2014 Validated By Steven M. Urich, PE F., Validation .Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL7067 R4 COI EvaiReo CWS -157B (115-8200 IMPACT1.ocif ndard Year AAMA/WDMA/CSA/101/I.S.2 /A440-05 2005 ASTM E 1300 -04 2004 ASTM E1886 -02 2002 ASTM E1996 -02 2002 PA/TAS 201/202/203 1994 II1A /')A9') o•cn AA Florida Building Code Online Ad- Equivalence of Product Standards ' Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved ary of Products : / /www.floridabuilding org/pr /pr app dtLaspx?paran — wGEVX.: Method 1 Option 0 12(12/2011 12(16/2011 . 12/22/2011 - 01/31/2012 Model, Number or Name Description HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Fig/Fin Horizontal Slider (Impact) 74x54, XO. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes • Design Pressure: +60/ -60 Other: Large Missile, 74x54, DP +/- 60 psf, (Impact). Installation Instructions FL7067 R4 II CWS -157B (HS -8200 IMPACT).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont PVB NOA 11 -0624 01.odf FL7067 R4 AE EvalRep CWS -157B (HS -8200 IMPACT Lodf • • FL7067 R4 AE Mikron NOA 11 -0830 09.Ddf • Created by Independent Third Party: Yes 7067.2 •HS -8200 Vinyl Horizontal Slider 11S -8200 Vinyl Fig/Fin Horizontal Slider, Impact, 111" x 63 ", XOX. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes 7anpact Resistant Yes Design Pressure: +60/ -60 Other: Large Missile, 111" x 63 ", XOX, +1- 60 psf. Installaation Instructions Fj.7067 R4 It CWS-2329 (HS- 8200. XOX. IMPACT).odf Verified By: Lucas A. Turner 58201 •Created by Independent Third Party: Yes Evaluation Reports F17067 R4 AE DuPont PVB NOA 11-0624 01.odf F17067 R4 AE DuPont SGP NOA 11-0624 02.Ddf FL7067 R4 AE EvaIReD CWS -232B (HS -8200, X X. IMPACT).ndf FL7067 R4 AE Mikron NOA 11 -0830 09.Ddf Created by Independent Third Party: Yes 7067.3 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Fig Horizontal Slider, 73" x 62 ", XO or OX. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes . Design Pressure: +60/ -75 Other: Large Missile, 73" x 62 ", DP = + 60, - 75 psf, Impact. Installation Instructions FL7067 R4 ❑ CWS-399A (HS -8200, 73x62, 75DP, IMPACT).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont SGP NOA 11 -0624 02.Ddf FL7067 R4 AE EvaIRen CWS -399A (HS -8200, 73x62, 750P. IMPACT).ndf F17067 R4 AE Mikron NOA 11 -0830 09.Ddf Created by Independent Third Party: Yes 7067.4 HS -8200 Vinyl Horizontal Slider Impact HS -8200 Vinyl Horizontal Slider Impact w/ Alurn. MR. Limits • of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other: Large Missile, 72" x 63 ", DP = +/- 60 psf, Al. FMR. installation Instructions FL7067 R4 II CWS -186B (11S -8200. 72x63. IMPACT).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont PVB NOA 11-0624 01.odf FL7D67 R4 AE EvvalReo CWS -1866 (1-15-8200. 72x63, IMPACT).pdf Mill A/MiA1AA.cA At Florida Building Code Online http://www.floridabuilding.orepepr app dtl.a.spelparavGB'VX., FL7067 R4 AE Micron NOA 11-0830 09.0dt Created by Independent Third Party: Yes. :: phone: 850-487-1024 1940 North Monroe Street Tallahassee FL 32399 The State of Florida Is an AN0E0 employer. Conyright 2007- 1.0 State of Florida, Plibi,WySt8eMeM • • &=Ittalr.5.11INX= IlaftLndSPiteMent Under Florida law, e-mall addresses are public record& If you do not want your e-mall address released In response to a public-records naquest, do not send electronic mad to this only. Instead, ceded the odd by phone or by traditional maL r you have any questbrts regard* DePlrs ADA weir, amesdallty., please contact our Web Master weinagibrs. Prodiset Approval amepts: seceriteMimisois- •If1 A PIA'S') 0.C/1 Alt Lucas A. Turner, P.E., MBA 2080 Mauve Terrace North Port, FL 34286 Ph. 941- 380 -1574 Evaluation Report 157B December 7, 2011 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact, 74" x 54" unit size XO or OX, DP60 Manufacturer: Custom Window Systems, Inc. 1900 SW 44T° Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above- listed product per the requirements of FAC Product Approval Rule Chapter 9N -3.005 (4), using 9N -3.005 Method 1 option (d). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. 'The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -157B, signed and sealed by Lucas A. Turner, P.E. on 12!7/11. 2) Test Report NCTL -210- 3671 -1, -1A, -2 and -2A, and NCTL -210- 3433 -2 and -2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Fe,.aia, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440- 2005, and ASTM E 1886/1996 2002 3) Supplemental Calculations to support CWS -157B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11 . Installation: Units must be installed according to approval document CWS -157B. Limitations of Use: This product: • May be used in O/X or X/O configuration in sizes up to 74" x 54" unit size, with max. glass daylight sizes as shown in CWS -157B • Achieves design pressures of +/ -60 psf • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires glazing as shown in CWS -157B, using D upont PVB Interlayer per Miami -Dade N.O.A. #11- 0624.01 • Requires outer lite in LG. to be safety glass when used in HVHZ above 30 ft of grade • Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A. 11- 0830.09 Certification of Independence: I do not have, nor do I intend to acquire, nor will l acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. 11 do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. Lucas A. Turner, P.E. 2011-12-07 12:57-05:00 12/7/11 Lucas A. Turner, P.E. FL PE #58201 HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT) 75 1/4" MAX OVERALL FLANGE WIDTH Zit MAX. UNIT WIDTH 381/2' MAX SASH WIDTH ss ta" MAX OVERALL FLANGE HEIGHT MAX UNIT HEIGHT 49 13118° GLASS DLO V ' -117411, <o TABLE OF CONTENTS Q 471/4' GLASS DLO so tie^ SMASH HEIGHT PVC IMPACT REQUIREMENT; 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENTLDITIOM. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. CONFIGURATIONS: "O/X' OR 7/0" 4. DESIGN PRESSURE RATINGS. - NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E -1300. - POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM 5 -1300. 5. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8-7 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Ode1.8 WAS USED FOR WOOD'ANCHOR CALCULATIONS. 8, PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED, THE IMPACT SWEEP LOCKS ARE INTENDED TO 05 LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING, RAIL AND JAMB. 8. REFERENCE TEST REPORTS: HORIZONTAL SLIDER "01X", "X/O' ". NCTL 210.3871 -1,1 A, 2, 2A, NCTL - 2103433 -2, 2A (WATER) 9.. SERIES 1 MODEL DESIGNATION HS-8200. 10, 1x OR 2x WOOD BUCK OR STUD FRAMING'TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 12. SECTION CALLOUTS FROM 0/X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 13. WEEP SLOTS =1/4" X in LOCATED 4' FROM BOTH ENDS 13 'UPDATED PER 2010 FBC i131/09/2011 LUDASA. TURNER. FL P.E. $8201 A UPDATED PER NEW FBC REQUIREMENTS 7/07/2008 4t/4I1IuIuIj$ S3ORE.W " tf�C+�iTSrn �yjGBN,�S +'Pr�t�'a„� �I�WINDOWSIBDOORS No 55201 1 % 1900 SW 44TH AVE. * c _ „ OCALA, FLORIDA 34474 • GENERAL NOTES & ELEVATIONS. 1 : * : M.: )1T ENERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT ANCHOR SCHEDULE AND NOTES 2 U A Turner, P5. 2011 -1247 11:4345:00 r l ., STATE OP /WS ,wawN rar. DESIGN PRESSURES & GLAZING 3 ',ahj1,R it �,` 8200 ADE HATE' 3l18i2010 SECTIONS & EXTRUSIONS & BILL OF MATERIALS... ..... 5 TH6 INFORMATION CONTAINED IN :THIS THE SO PROPERTY 0 C T0M . �'�i`S' { . R . .. M0DL: PVC HORIZ. SLIDER NTS Nd: CWS -157 C ... INSTALLATION DETAILS 8.7 wR P9R SSI1ON of CUSTOM WINDOW $VSTEM8, INC 18 PAOW6REC. ��E 4�ji NAy �s�� v*V. LETTER sMMT: 1 OF 7 8° MAX (NP) 6" MAX (TY') 13° MAX O.C, (TYP) —8° ---SEE NOTE 2 14° MAX O.O. (TYP) Q 4" MAX. (TYP) 8° �) .0, SEE NOTES • 4° MAX (TYP) e° SWEEP LOCKS ONLY ENGAGED MAX O.C. DURING HURRICANE. (TYP) LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB INSTALLATION ANCHORS TYP. THRC ((FF��NNjj U NAILING LAYOUT I D OPEN(NN'0) • SWEEP LOCKS ONLY ENGAGED DURING HURRICANE. LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB INSTALLATION ANCHORS TYP.. NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SAME AS HEAD, 2. SHIM AS RECTO AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114 ". USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR. BETTER. WOOD SHIMS ARE NOT ALLOWED. • 3118" DIA ELCO ULTRACON N ONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN, EMBEDMENT OF 1 114" INTO MASONRY THRU FRAME OR THRU '1 SY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 21/2" SHALL R��. 0N. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK A MINIMUM EDGE DISTANCE OF 7/8' SHALL BE ACHIEVED IN.EITHER DIRECTION. 6. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2' INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 1/4" SHALL BE ACHIEVED IN EITHER DIRECTION. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. 9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC.GRAVFIYOF G=0,55 (SOUTHERN PINE OR GREATER) S. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM 0-90, GRADE N, TYPE 1 (OR GREATER). 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMAJAAMA 100(F1N WINDOWS), FMAIAAMA 200(FLANGE WINDOWS), FMAWWDMA 250(BOX WINDOWS), I=MAIAAMAWDMA 300(EXTERIOR DOORS). z.� PROPRIETARY AND CORFIDENTIAI.• 1211111 THE Ili ORk14TION CONTAINED IN THIS CRANING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC ANY REPRODUCTION IN PART OR A8 A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. LUCAS A. TURNER, FL P.E. 68201 B (UPDATED PER 2010 PBC 1109/2011 A (UPDATED PER NEW FBC - REQUIREMENTS 7/07/2008 �%%%i1111f ►!if 3�. Imo 58201 WINDOWS & DOORS 1900 SW 44TH AVE. E*. ' * a OCALA, FLORIDA 34474 ; O: ANCHOR SCHEDULE & NOTES- LARGE MISSILE IMPACT 9 STATE OF • '`' ° '8200 it! Y. ADE 7ATE: 3/16/2010 r�0+`g��kA DEL. PVC HORIZ. SLIDER GALE: NTS tv. LEi TER: ),■G N0. CWS -187 '3H8n 2 OF 7 718" OVERALL 1/8° ANNEALED or T8MPeRED 7118° AIR SPACE 5/16° LAMINATED 1l8° ANNEALED GLASS .080 DUPONT PVB INTEBLAYER 118° ANNEALED GLASS PURFECT GLAZE If SIMPLEX 552 1/2" GLASS BITE • PROPRIEFARY AND CONFIDENTWI. 12/7/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR ABA WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM 0NDOW 8Y8TEM8. INC. IS PROI-881TE0. B:'UPDATED PER 2010 FBC LucASA. TURNER, FL•P.E.58201 A UPDATED PER NEW FBC REQUIREMENTS ♦01'�� �4'�°gf0 teris�a �"fq �d }t f 0[dE4y " v ° No $6201 s t0 s Co,w :* \ sTA1`6. OF 14.0: ORL visx,,okAc,v,,„\-1,00 • 6611' g��1i1W.S & 1900 SW 44TH AVE. UOOT{S OCALA, FLORIDA 34474 1111A' GLAZING - LARGE MISSILE IMPACT svztso:8200 cRAWNEY. ADE 11/00/2011 77107/2008 MODEL: PVC HORIZ. SLIDER 9cA S. . 1:1 REV LE["fER: B °'TE' 3/16/2010 WIC Nv.: CWS -167 SHP T' 3OF7 TYPICAL VERTICAL. SECTION NOT SNOWS FIXED GLASS CUTAWAY. SECTION VIEW A•A SECTION VIEW C-C ALT, FIN FRAME h mJ DETAIL C (HEAD IMPACT HOOKS) NOTE: ITEMS 23-28, 32,33,41,42,45 ARE USED BUT NOT SHOWN FOR CLARITY. PROPRIETARY AND CONFIDENTIAL 12/7/11 THE INFORMATION CONTNNED RJ THIS DRAWING tS THE SOLD PROPERTY OF CUSTOM WINDOW SYSTEMS INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN RERMISEON OF CUSTOM WINDOW SYSTEM$, INC. IS PROHIBfTED. IMPACT HOOK SPACING: 1) HEAD HOOKS: • A) 6" FROM UNIT EDGE TO EDGE OF HOOK • S)' A THIRD HOOK 18 CENTERED IF UNIT WIDTH I8 GREATER THAN OR EQUAL TO 81314 °. 0) INNER HOOK 3 718" FROM EDGE OF MTG RAIL 2} SASH CATCH: A) 2.1/2" FROM SASH CORNER TO EDGE OF CATCH. Is) A THIRD CATCH 18 CENTERED IN SASH IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 813/4'. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 1/4'. LUCAS A. TURNER, FL P.E. 58241 B UPDATED PER 2010 FBC A UPDATED REQUIREMENTS PER NEW EEC 11,1109/2011 7(0712008 SNNDOSY s & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 TITL5. SECTION VIEWS & ALT.•FIN FRAME - LARGE MISSILE IMPACT • /RAWHDY: ADE 7ArE' .3/16 2010 MODEL: PVC HORIZ. SLIDER ' NTS t0. Ho.: CWS -167 'REV. LET'&R B sHEEY': 4 0F7 DEP.IDS:8200 Item Part t! Deaevf 11oa vendor »laeca1nle 0000 O SASH CORNER RAM! CORNER 1 1.8031 Main Fr., SH, w1Ft9., INC, Head Macron Rigid WC 31/6° 3118• 23116° iM6° CONSTRyUCTION CONSTRUCTION 2 1-6031 Main Fr., SH, w/Fig., P/C, So Mkron t6�gid INC - 211M8° �T -. _ J�� 1I T n�.� �� 3 1.6031 Mein Fr., SH, w1Flg., PVC, L. Jb. Mcrron Rigid WC i-- II 1 4 18031 Male Fr., SH w1Flg., PVC, R. Jb. Matron Rigid PC foj�^ —_ -1' is r�> 1518 8 1.1838 Meet. Rd, Fxd. Keymazk Aturrinum E"L 1 . -.. - -- 1/16° 6 H -1487 RelraP. Sash Meet. Rah Keymark AlarNnum 3 9118° CORNER WELD (ALL SIDES) 7 141699 Rein/. Sash Pull Rap Keyrerk . Aluminum trr �,f.. .\ . (ALL MDE8j WELD L I t-1� I,J 1 PVC SASH MTG, RAIL -6027 8 . 1.6004 Sash Top/Eot. Rail Mk= Pogk! PC I]} 1196" ' 9 1.8027 Sash Meet. RaI, PVC; Micron Pogld PC I� 19 148028 Saab Side Rell Mkron Rigid PC PVC FRAME FLANGE -8031 I•�1 3/16" -.--• l 15/16" SCREWED TOGETHER WITH OUTERFRAME 11 S -1498 Rein1. S.B.R. /S.T.R, Hdriz. Keymark Aluminum • • 3/18 " - •'l PVC FRAME FIN -8028 iM8" I2 8-1858 Sash Catch Keymark Aluminum Q' iM8" 13 S -1577 Frame Catch, Head Keymark Aluminum 3M" 1 1116° 1 5/6" ^ Q7 MOM= 14 15 5-1776 546013 Roller, track, Scm. Adapt., w/Naa, Holz. Keymark Mk= Aluminum Rigid P/C F 1I 1 1618° i �: 16 5-8014 Scm. Adetd,Vert. Micron Rid PC • 11 5.8063 moot Rag Cover Mkron Rigid PC • 0 ALUM. 818° 5:6.8.18.5.8. • 1496 • PVC SASH TOPtSTM•RAIL•- -8004 PVC BASH BIDE RAIL - 8028' 18 8-6084 Glaze Bsad Mkron i Rigid PC 0 20 21 5-1112 P -3010 Glazing Bead Bulb Vinyl w/ Pogki Base, .350 High Keymark Amesbury Aluminum 11/2" v18° 1118" 914° f v16° M 0 8118' 1118 °1 23 P -3029 SoreenPulTab Hurley Steel 8� I.. 24 P-3033' Screen Spring, SS Fla Screen Stainless Steal 1 21 /5" r i 718" . 25 P4113 Screw Support, PVC Team Plastic Rubber 5.000 ALUM. SASH IMPACT HOOK-1558 Ik 26 P-4838 #8 x 2112" Fit TRUSS SMS rill Festenel Steel } PVC SCREEN SUPPORT - 8014 PVC GIAZEBEAD -8064 27 P-3118 Keeper, Sweep Lock Sullivan Zinc • ALUM FIXED RAIL 26 P-3165 Roller, Tandem M&M Nylon -1838 • 29 F' -3218 Screen Frame Abets! Aluminum 30 PG228 Screen Spline, .155 Cie., Bi k Dope C3 • 1118" 32 P3321 Screen Frame Comer Key Magnolia Nylon 0 -1 116° 1M8" 11/4" 33 P4342 SeamSeeler,.SM5504 . Schnee Siikxane PLAN VIEW i 1/2" 1116° 34 PG352 Set. 89c., 86•Dur.,1/9' x 5/8" x 2 "'Lg Frank Lowe Rubber # 7/16" ) E 35 P4429 Wetp., 0.270 x .187 back FInSeal, Gray • Ultratab — ALUM. SASH MTG. tit __— 36 Portent Glaze "H", S6caFlex 552 - Henkel / Wm • RAIL-1487 PVC SCREEN CATCH - 8013 ALUM. ROLLER TRACK -1776 37 P-3611 #8 x 618" Pan Sq. TEK, WM. Fastens] Steel 16118° 38 P3641 #8 x 112' Screw, France Impact Catch Fastanal Steel 7>8" } 111 r 314' 0 7/16" 3/16° 39 P3659 58x318 Screw, Frl nla Impact Catch Fontenot Steal - -3" 40 P-3581 Screen Cloth, 18 x 19 Froerglase Pilfer Pbsrglass ALUM. FRAME fli fl IMPACT HOOK-1577 - 1/16" • SCREW SUPPORT -3113 • 41 P-3813 CWS LbI. (logo} O 15118° 42 P3738 I.63•B200 Gold Cart Labe], NFRC Tab, Impact PLAN VIEW ALUM. SASH REINF. -1899 • 43 P3752 Cap Plug, 112° Hole (O&M Nylon 44 P3783 Loo* Impact Interlock Zinc 1/16" 9118° 1.7/8'1 • LUCAS A. TURNER FL PE. 68201 TURNER. F B A UPDATED PER 2010 FBC 11/09(2011 'UPDATED PER NEW FBC REQUIREMENTS 7/07/2008 45 P 3881 Temporary LbL (NFRCIDP) 48 P-4051 Ne x 1 V4° Fh FHiBt W1L Fastenal Steel 18118° 1 48 P-4089 Keeper, trpeci SuOfvan Zino 6" ALUM GLAZE BEAD.. 1112 te�ttl °REHy -, , ;...., ,,. " r* ! „$ +' :-.6, ♦ A. ,+"0.0ENS %:I:lit, +L`+ .`. �� No 55201 '` " +,?I r • 1y ; '_ E _ �` % CcE 21?.., = STAi'g OF ie' ;P4 " ,k t'" �A Iy�l�''� •Q R i .J +� NA ONAi. . "inn MOO l®' ®nTNDOkvseDOORS �14� W9 6 . iii f►vflr 49 F 4479 Weep Cover w/Flap. • M&M Nylon • 50 P4622 Sweep Lack Sullivan Zinc L PVC FIXED RAIL COVER -6083 � 51 P4333 1/2" �aTel fastener - Fastanal Steel 1800 SW +44TH AVE. • ©GALA, FLORIDA 34474 ; 52 Glass SEE �3 Cardinal Cardinal 53 H-8028 Main Fr., SH, w /FIN. Mkron RIO PC N. ALUMINUM EXTRUSION ARE-5063-TO t1tLe EXTRUSIONS 8.3.0.M. - LARGE MISSILE IMPACT 54 P3429 Watp., 0,420 x .187 back FlnSaal, Gray Ulrefeb SERI Ea: 8240 Jk;AYJN BY; ADE `LATE ' 3/18/2010 _ _ �INTHI� �YRAwN318THE86LEPROPERrYOF1CUST00.k MODEL: • PVC HORIZ. SLIDER �4AL : 1:2 P WKI.NO: CWS -157 NOT USED N THIS PRODUCT. ARE THE M1�ORaMTON CONTAINED wWm1 EN SSiONOF ANY mummycwucNQOW$YSr�, us l,aErr880 L B aHEET 6 OF 7 :CONCRETE/MASONRY BY OTHERS SEALANT BETWEEN BUCK AND OPENING.BY OTHERS 21M" MIN. EDGE DIST. [CI 1 114" MIN EMBEDMENT IcI EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER SEALANT BETWEEN BUCK AND OPENING BY OTHERS CONCRETE/MASONRY BY OTHERS INSTALLATION ANCHOR, - 3/18" DIA MASONRY SCREW. W/ WASHERTHRU SCREW SUPPORT • PI • BY WOOD BUCK 8Y OTHERS [A] 1 BY WOOD BUCK BY OTHERS [Ai 1W MAX SHIM INSTALLATION ANCHOR, 3116' DIA. T iRU UOR�J ER SCREW SUPPORT PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS 21/2" MI 101 1/4" MAX SHIM DM BOTTOM SWEEP LOCK ACITYATED ONLY . DURING HURRICANES. i1L4= MIN. EMBEDMENT [0] • INSTALLATION ANCHOR, 3/18" DIA MASONRY SCREWw/NEOPRENE BACKED WASHER THRU SCREW SUPPORT [C] BEALANYUNDER SCREW HEAD BY INSTALLER HIGH STRENGTH STRUCTURAL GROUT BY OTHERS 1/4" MAX SHIM IBi SILL STOOL . BY OTHERS � aO°R'�Aep' s. o. �A as . P.e A. O;A a.+ap. ° O • • A.a 4A4 4 • • >. ° �° • d' 8a CONCRETE/MASONRY BY OTHERS VERTICAL SECTION e f FRAME (MASONRY) USE SOLID WOOD SUPPORTTO MAKE SILL LEVEL, BY OTHERS 11/4' MIN EMBEDMENT • ICI 2 117 MIN. EDGE DIST, (TYP) PERIMETER SEALANT BY INSTALLER — EXTERIOR FINISH ' BY OTHERS C) 8 HORIZONTAL SECTION 6 FRAME (MASONRY) SEALANT BEHIND FLANGE 8Y INSTALLER PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS SEALANT BEHIND FLANGE BY NSTALLE 7/8" MIN. EDGE DIST. ID] INSTALLATION ANCHOR, #1D WOOD ANCHOR, • • W/ WASHER THRU • SCREW SUPPORT (D] P 1 .2 BY WOOD BUCK BY OTHERS, IAl SEALANT BETWEEN BUCK AND OPENING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY INSTALLER C HORIZONTAL SECTION FRAME(WOOD) INSTALLATION ANCHOR, 3/18" DIA. MASONRY SCREW I /NEOPRENE BACKED WASHER THRU SCREW SUPPORT [C] SEALANT UNDER SCREW HEAD BY INSTALL 4R 114 MAX SHIM CONCRETE/MASONRY BY OTHERS D ) ALTERNATE PRECAST SILL DETAIL 8 FRAME (MASONRY) 1 114" MIN EMBEDMENT [0] NOTE: HEAD AND JAMB SIMILAR FOR 2BY INSTALLATION. SILL INSTALLATION SAME AS SHOWN BELOW. t -2.MN. EDGE DIST.. 10) B JUPDATED:PER 2O1U.FBG REFERENCE NOTES: [/l] SEE NOTE 14, BHT 1 ] 868 NOTE 253, SHT 2 ICI SEE NOTE 4; SHT 2 ID] SEE NOTE 5, SHT 2 lei GEE NOTE 5,SHT2 i11"/09f2011 LUCAS A. TURNER, FL P.E. 58201 A UPDATED PER'NEW FBC'REQUIREMENTS 7/37/200S t4Siltj vj 'tp f 14R` Rs Ss:r .' No 58201 V01.1 1900 SW 44TH AVE. * OCALA, FLORIDA 34474 'Inc: gro ; 701 INSTALLATION THRU'FRAME DETAIL • LARGE MISSILE IMPACT �. 3�Ft� STATE OP `GttC SSRISS. nRAwNSV: ')ATE: .,..c p,0.„ " 8200 ADE 3!.18/2010 WINDOW PROPRIETARYANO CONFIDE SQL 12/7111 t� : :Q tip• "'Ca °�r` MODEL: ALE: �n o. r+a: THE NFORMATTON COWATNED FN THIS DRAwa° THE SOLE PROP�rn OFCwsrorn �� ++9� 'i + ., PVC.HORIZ..SLI4ER HT'S CWS -167 WRIITTENFP ISSIONIOPCUREPRODUCTION T INNDSYSTE�MS,, NC ISPROHHBITE4EDH0UTTHE .1 '41.. i NA'o} rrr RCV.LETrEx B T: SOF SHEATHING BY OTHERS MIN. EMBEDMENT EXTERIOR FINISH BY OTHERS SEALANT BEHIND FIN BY INSTALLER WINDOW WRAP BY INSTALLER INSTALLATION ANCHOR, 88 WOOD SCREW • w/ WASHER • [E] PERIMETER SEALANT BY INSTALLER SEALANT BEHIND FIN BY INSTALLER PERIMETER SEALANT BY INSTALLER WINDOW WRAP BY INSTALLER EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS 2 BY WOOD SUCK BY OTHERS IA/ 1/4_ MIN EDGE DIET LEI 114" MAX SHIM [Bl 2 BY WOOD SUCK BY OTHERS IAI INSTALLATION ANCHOR E8 WOOD SCREW wl WASHER LE] 1 112! MIN. EMBEDMENT 1E1 ()VERTICAL SECTION 7 FIN (WOOD) 2 BY WOOD BUCK 114'• MIN EDGE DIST • BY OTHERS LEI (AI + - -114" MAX SHIM I8] INSTALLATION ANCHOR,, #8 WOOD SCREW wl WASHER IEI • • 1 112" MIN. EMBEDMENT ri IE1 SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS WINDOW WRAP SEALANT BEHIND FIN BY INSTALLER BY INSTALLER PERIMETER SEALANT BY INSTALLER C)7 F HORIZONTAL SECTION FIN (WOOD) PROPRIETARY AND OOFFWENTSL 12/7/11 THE INFORMATION OONTAJNED M THIS DRAIMNDJS THE SOLE PROPERTY OF CUSTOM WINDOW SYBTEME,!NO. ANY REPRODUCTION IN PART ORASA WHOLE WITHOUTTHE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC.78PROHHBITED. LUCAS A. TURNER, FL P.E. 58201 REFERENCE NOTES: [AI SEE NOTE 10, BHT 1 Ell SEE NOTE 2&3, SHT 2 LC] SEE NOTE 4, SHT 2 [D] SEE NOTE 5, SHT 2 (E) SEE NOTE 8, SHT2 B UPDATED PER 2010 FBC 1131/09/2011' 1A UPDATED PER NEW FBC REQUIREMENTS 1 /0912 0 1 1 7/07/2008 01..O.,,, , p' •.,, i'(j iii . e6:41 `, < 1v 5��.'•.�.1 ^r HTNDOW5 & DOORS -2 MO 58201 �ti?11< 1800 SW 44TH AVE. M * � * i * OCALA, FLORIDA 34474 2 C TnLE: '4 IX: INSTALLATION ANCHOR FIN DETAIL - LARGE MISSILE IMPACT 131 BTATR OF kol: SC -R1EE: RaWNeY. �At'e 7i t 'A.� 0 R� Q':,:c;A „�i Qt.' C ADE 31telZOtO ��'i�eio' y�@Z ��, PVC HORIZ, SLIDER R 7 of 7 1WG NO.: CWS -157 Florida Building Code Online Florida pepanmentd Busines Profess] a Regulation htt p: / /www.flaridabuilding,orgipr /pr app_dlaspx?paranevaGEVX.. SCIS Home t Los N t User Registration I Hot Topics 1 Submit Surcharge ( Stars & Facts PublcatloM t FBC Staff ; BCE Ste Map Product Approval USER: Public User Product Ao ioval Menu > Eadstarkatat aUOn Search > Aurdkatbn L&1 > ApphCation Detal FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone /Email Authorized Signature Technical Representative Address/Phone /Email Quality Assurance Representative Address/Phone /Email Category Subcategory Compliance Method n Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352) 368 -6922 •Ext 207 mlafevre @cws.cc Michael LaFevre mlafevre@cws.cc Brian Terrace 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 East 291 btenace@cws.cc Jeff Thompson 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 •Ext221 jthompson @cws.Cc 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) Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer E5 Evaluation Repiart - Hardcopy Received Lucas A. Turner PE- 58201 Keystone Certifications, Inc. 03/01/2014 Steven M. Urich, PE 2 Validation Checklist - Hardcopy Received FL7067 R4 COI EvaiReo CWS -1578 (HS -8200 IIMPACTI.pdf Standard AAMA/ W DMA/CSA/101/I. S.2/A440 -05 ASTM E 1300 -04 ASTM E1886 -02 ASTM E1996 -02 PA/TAS 201/202/203 Year 2005 2004 2002 2002 1994 711QI)rt1 Q..S'1 Al Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products http: / /www.fioridabuilding arg/.pr /pl'app dt1.aspx?paratrpwGEVX.; Method 1 Option D 12/12/2011 12/16/2011 12/22/2011 01/31/2012 Fi. # Model, Number or Name Description 7067.1 H5 -8200 Vinyl Horizontal Slider HS -8200 Vinyl FIg/Fin Horizontal Slider (Impact) 74x54, XO. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes impact Resistant: Yes ,Design Pressure: +60/ -60 Other: Large Missile, 74x54, DP = +/- 60 psf, (impact). Installation Instructions FL7067 R4 5 CWS -157B (H -8200 IMPACTi.pdf Verified By Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont PVB NOA 11 -0624 01.pdf FL7067 R4 AE EvalReo CWS -1576 (HS -8200 IMPACT).odf FL7067 124 AE Mikron NOA 11 -0830 09.pdf Created by Independent Third Party: Yes 7067.2 115 -8200 Vinyl Horizontal Slider HS-8200 Vinyl Fig/Fin Horizontal Slider, Impact, 111" x 63 ", XOX. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressures +601-60 Other: Large Missile, 111" x 63 ", XOX, +/- 60 psf. Installation Instructions FL7067 R4 II CWS -232B (HS -8200. XOX, IMPACT).odf Verified By: Lucas A. Turner 58201 Created by. Independent Third Party: Yes Evaluation Reports. FL7067 R4 AE DuPont PVB NOA 11-0624 01.odf FL7067 R4 AE DuPont SGP NOA 11 -0624 d2.ndf FL7067 R4 AE EvalRao CWS -232B (1-S -8200 XOX. FL7067 R4 AE Mikron NOA 11 -0830 09.pdf Created by Independent Third Party: Yes .7067.3 HS -8200 Vinyl Horizontal Slider HS -8200 Vinyl Flg Horizontal Slider, 73° x 62 °, XO or OX. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +601-75 Other: Large Missile, 73" x 62 ", DP = + 60, - 75 Impact. Installation Instructions FL7067 R4 II CWS -399A (115-8200. 73x62, 75DP, IMPACT).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont SGP NOA 11-0624 02pdf FL7(167 R4 AE EvaIReo CWS -399A (HS- 8200.73x62. .750P. IMPAC ).pdf FL7067 R4 AE Mikron NOA 11 -0830 09.odf Created by Independent Third Party: Yes HS -8200 Vinyl Horizontal Slider 115 -8200 Vinyl Horizontal Slider Impact w/ Alum. MR. Impact Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant Yes Design Pressure: +60/ -60 Other: Large Missile, 72" x 63 ", DP = +/- 60 psf, Al. FMR. Installation Instructions FL7067 R4 II CWS -1868 (116-8200. 72x63. IMPACT).odf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL7067 R4 AE DuPont PVB NOA 11 -0624 01.pdf FL7067 R4 AE EvatRep CWS-1866 (HS-8200. 72x63. IMPACT).odf 7/14/7n1') 0.62 AA Florida Building Code Online htp://www.floridabuilding.org/pripr app_dtlaspx?parara=vvGEVX, • FL7067. R4 AE Micron NOA 11-0830 09.pilf Created by Independent Third Party: Yes 'Back! Nrnct C2=1;ths Ffinne:1350-487-1824 1940 North Monroe Slmet Tallahassee FL 399 The Slade of Florida is an AA/EEO empbyer. Copyright 2007-2010 *State of Florida, • • Pc9dszalgdgalept ADcDsgbilitySW4gment :: Refund Statement Under Fbrida law, ernag addresses are pubnc records. If you do not want your e-mall address rased in response to a public-records request, do not send electronic mall to this entity. Instead, contact the office by phone or by imilltional Mat If you have any questions regarding DSPFt's ADA web maiessibeiti, please contact our Web Masher at elly410.16- Pmduct Approval Accept= secUritpx1m.u`s• Credit_Carit SAFE 1/14/01/11 .1 0,41 Ali Lucas A. Turner, P.E., MBA 2080 Mauve.Terrace North Port, FL 34286 Ph. 941- 380 -1574 Evaluation Report 186E December 16, 2011 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact, 72" x 63" unit size XO or OX, DP60 Manufacturer: Custom Window Systems, Inc. 1900 SW '44th Ocala, FL 34474 Statement of Compliance: This report evaluates the above - listed product per the requirements of FAC Product Approval Rule Chapter 9N- 3.005 (4), using 9N -3.005 Method 1 option (d). This product complies with the requirements of the Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) Approval drawing CWS -186B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11. 2) Test Report. NCTL -210- 3433 -1, -1A, -2 and -2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard .1. Ferrara, PE. a. Testing Performed: TAS 201 /202/2031994, AAMA/WDMA/CSA 101/LS.2/A440- 2005, and ASTM E 1886/19962002 3) Supplemental Calculations to support CWS -186B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11 Installation: Units nnust be installed according to approval document CWS -186]3. Limitations of U'se: This product: • Maybe used in O/X or X/O configuration in sizes up to 72" x 63" unit size, with max. glass daylight sizes as shown in CWS -186B • Achieves design pressures of +1 -60 psf • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires glazing as shown in CWS -186B, using Dupont PVB Interlayer per Miami -Dade N.O.A. #1.1 -0624.01 • Requires outer lite in I.G. to be safety glass when used in HVHZ above 30 ft of grade • Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A. 11 -0830.09 Certification of Independence: 1 do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company m anufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. Lucas A. Turner, P.E. 2011 -12 -16 14:38 -05:00 • DREW No 58201 � 6 VP ® STATE OF 9lqk19.• ▪ r HMV- 12/16/11 Lucas A. Turner, P.E. FL PE #58201 84114° MAX OVERALL FLANGE HEIGHT HORIZONTAL SLIDER ELEVATION (LARGE MISSLE IMPACT) 63' MAK UNIT HEIGHT 73 114" MAX OVERALL FLANGE WIDTH 72" MAX UNIT WIDTH lay ler 58 314" GLASS DLO TABLE OF CONTENTS ionk lor 32 3/16' GLASS DLO 59 8116" MAX SASH HEIGHT 58 1/4" GLASS DLO 321/4_ GLASS DLO GENERAL NOTES & ELEVATIONS 1 ANCHOR SCHEDULE & NOTES 2 DP CHARTS & GLAZING "OX" "XO" 3 SECTION VIEWS & ALT. FRAME "OX 'XO" 4 EXTRUSIONS & BILL OF MATERIA4S 5 INSTALLATION DETAIL S, 7 L Lucas A. Turner, P,E. 2011-12-07 11:30-05:00 PROPRIETARY AND CORFIDENTAL 12/7/11 THE INFORMATION CONTAINED IN T 48 DRAWINGS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, IN ANY REPRODUCTION IN PART OR AS A WHOLE wax= THE WRrrTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, IRO. 18 PROMOTED. PVC IMPACT REQUIREMENTS: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION, 2. GLAZING OPTIONS: (SEE SHEET 3) 3. APPROVED CONFIGURATIONS: "OX', "XO" 4. DESIGN PRESSURE RATINGS: - NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E -1300, POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E -1300. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6-7 FOR ANCHOR DETAIL WINDLOAD DURATION FACTOR Cd =1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. • 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT; BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED MEETING RAIL AND HEAD/SILL. 8. REFERENCE TEST REPORTS: NCTL-210-3433-1, 1A, 2, 2A 9. SERIES / MODEL DESIGNATION HS -8200. 10. 1 x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO'STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: .X = OPERABLE SASH, 0 = FIXED SASH 12. SECTION CALLOUTS FROM O/X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 13. WEEP SLOTS = 114" X 1" LOCATED 4' FROM BOTH ENDS B' UPDATED PER 2014FBC' 12/7(2011 A !UPDATED PER'NEW FBC'REQUIREMENTS 7/07/2008 WINDOWS & 00088 1900 SW 44TH AVE. OCALA, FLORIDA 34474 ITLE.; GENERAL NOTES & ELEVATIONS - IMPACT SERI :8200 HAWN /11W ADE. L'•PVC HORIZ. SLIDER 9' NTS REV. LETTER" 8 07/11/2011 '4`a 14°' CWS -188 1 OF 7' SEE NOTE 2 B SWEEP LOOKS ONLY ENGAGED DURING HURRICANE. LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB INSTALLATION ANCHORS TYP. MAX. (TYP) INf (TYP) 8 MAX.O.C. (TYP) MP) AX O.C.- SEENDTE8 • -lOR LAYOUT - /FIN), (LINO FIN (WOOD.OPENIN01 NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION, SILL ANCHORS SAME AS HEAD. 2. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1118" IS PRESENT. - 3, LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED, NRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2112" SHALL SWEEP LOCKS ONLY ENGAGED DURING HURRICANE, LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB • INSTALLATION ANCHORS TYP. 5. 910 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 318" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE.OF 7/8" SHALL BE ACHIEVED IN EITHER DIRECTION. 8. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 112" INTO 2 BY WOOD BUCK FOR FIN INSTALLAT1ON. A MINIMUM EDGE DISTANCE OF 114" SHALL BE ACHIEVED IN EITHER DIRECTION. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST.BE PROTECTED TO PREVENT REACTION. B. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. S. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING. PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 640.55 (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI, C. MASONRY- STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE'1 (OR GREATER), 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMNAAMA 100(FIN WINDOWS), FMAtAAMA200(FLANGE WINDOWS), FMAIWDMA 250(80X WINDOWS), IFMA/AAMAANDMA 300(EXTERIOR DOORS). PROPRIETARY AND CONFIDENTIAL 12/7/11 THE INFORMATION CTXrrAiNE01N THIS DRAWMNO IS THE SOLE PROPERTY OP CUSTOM NANDOWBYSTEMS, INC, ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. ISPROHISITED. LUCAS A. TURNER, FL P.E. 68201 B'UPDATED'PER 2010 FBC 1217/2011 A UPDATED PER NEW FBO:REQUIREMENTS +0710712008 WINDOWS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 TITLE: ANCHOR SCHEDULES NOTES - IMPAC7 SERIES: 8200 BY: ATE 82pp ADE 0711112011 MODEL PVC HORIZ. SLIDER 'r-'4E' NTS REV. LETTER: B • CWS -1 SS .20F 77. .o x • -lOR LAYOUT - /FIN), (LINO FIN (WOOD.OPENIN01 NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION, SILL ANCHORS SAME AS HEAD. 2. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1118" IS PRESENT. - 3, LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED, NRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 114" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2112" SHALL SWEEP LOCKS ONLY ENGAGED DURING HURRICANE, LOCKS ARE LOCATED AT THE THIRD POINTS ALONG THE FRAME JAMB • INSTALLATION ANCHORS TYP. 5. 910 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 318" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE.OF 7/8" SHALL BE ACHIEVED IN EITHER DIRECTION. 8. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 112" INTO 2 BY WOOD BUCK FOR FIN INSTALLAT1ON. A MINIMUM EDGE DISTANCE OF 114" SHALL BE ACHIEVED IN EITHER DIRECTION. 7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST.BE PROTECTED TO PREVENT REACTION. B. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. S. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING. PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 640.55 (SOUTHERN PINE OR GREATER) B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI, C. MASONRY- STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE'1 (OR GREATER), 10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMNAAMA 100(FIN WINDOWS), FMAtAAMA200(FLANGE WINDOWS), FMAIWDMA 250(80X WINDOWS), IFMA/AAMAANDMA 300(EXTERIOR DOORS). PROPRIETARY AND CONFIDENTIAL 12/7/11 THE INFORMATION CTXrrAiNE01N THIS DRAWMNO IS THE SOLE PROPERTY OP CUSTOM NANDOWBYSTEMS, INC, ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. ISPROHISITED. LUCAS A. TURNER, FL P.E. 68201 B'UPDATED'PER 2010 FBC 1217/2011 A UPDATED PER NEW FBO:REQUIREMENTS +0710712008 WINDOWS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 TITLE: ANCHOR SCHEDULES NOTES - IMPAC7 SERIES: 8200 BY: ATE 82pp ADE 0711112011 MODEL PVC HORIZ. SLIDER 'r-'4E' NTS REV. LETTER: B • CWS -1 SS .20F 77. 8198° OVERALL 118" ANNEALED GLASS AK DUPONT PVS INTERLAYER 118" ANNEALED GLASS PURFECTf3LA2E "H SIKAFLEX'S82 719° OVERALL 116° ANNEALED or TEMPERED 7119° AIRSPACE 5!18° LAMI 118" ANNEALED AS9.'DUPONT PVS INTERLAYER -.-- -118" ANNEALED PURFECTGLAZE "M' SIKAFLEX562 1t2" GLASS SITE C3LAS$ TYPE B FULL SIZE PROFRiETARYAND CONFIDENTIAL 12/7/11 THE INFORMATION CONrAINEO IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRRTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROI4RrTED. LUCAS A. TURNER, FL P.E. 58201 IUPDATED.PEF:.2200 FBC A UPDATED PERNEW FBC-REQUIREMENTS 2/7/2011 0. 7/07/2008 WINDOWS ORS 1800 SW 44TH AVE. OCALA,.FLORIDA 34474 TITLE. •XO° - "Or .DP. CHARTS .& OLA7JN - .ERlES:8200 ORA MODEL: PVC HORIZ, SLIDER ®v: ADE 1CALE. ' • 1:1 IMPACT 7ATE:' •07/1'1/2011 3wo'11O'` CWS -186 REV. LETTER B SNEET' •13 OF 7 SECTION VIEW B-3 SECTION VIEW A-A TYPICAL VERTICAL SECTION NOTE: SHOWS FIXED GLASS CUTAWAY SECTION VIEW C-C ALTERNATE FIN FRAME DETAIL C (HEAD IMPACT HOOKS) NOTE: ITEM5.27, 34, 38, 40, 41, 48, 51, 52.ARE USED BUT NOT SHOWN FOR CLARITY. PROPRIETARY AND COFFIDENTAL 1217111 THE INFORMATION CONTAINED IN THIS CRAWINOIS THE SOLE PROPERTY OF CUSTOM . WNDOW SYSTEMS, INC. PRY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE •WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 13 PROM8ITE0. IMPACT HOOK SPACING: 1) HEAD HOOKS: A)) 8' FROM UNT" EDGE TO EDGE OF HOOK 8) A THIRD HOOK IS CENTERED IF UNIT WIDTHS GREATER THAN OR EQUAL TO 81 3/4 ". C) INNER HOOK 3 7/8" FROM EDGE OF MTO RAIL, 2) SASH CATCH: A) 2-1/2' FROM SASH CORNER TO EDGEOF CATCH. B) A THIRD CATCH I8 CENTERED IN SASH IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 81 310. SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 1/4'. LUCAS A. TURNER, FL P.E. 68201 B. UPDATED PER 2010 FBC 12r!l2011' A (UPDATED PER NEW FBC REQUIREMENTS )7707/2008 `r "p�L1R ,,Tvp. .?v f No 58201 '1,1) •.: $ #e * ¢ *T 5 w'9: ic ►p, STATE OF ,ii raj „6i • % •.„•.0,• 0 ,$ %nil 01 00 WINDOWS &'DOORS 9600 SW 44TH AVE. OCALA, FLORIDA 34474 11740X"•'3<0” SECTION VEWS & ALT. FRAME • LARGE MISSLE.IMPACT SETUES!8200 DRAWN EV: ADE E11' PVC HOR1Z. SLIDER 'ROALEI NTS REV. LETTER 8 ]ATE: 071111201'9 bWO' NO.: CWS -188 SHE: 40F7 Item# Part# Mutilation . Vendor Mnrcrial 31/8° Q JI-J;1.Ts:. E - =T l' a* ` i ..:'- 1 148031 Main Fr., 8H, w/FIg.JP/C, Head MHVOn RIO CONSTRUCTION C •'r 2 3}O331 Mahn Ft., SH, w/FLg. „WC, SP Won PJC• - 31/8 23116 STRUCTION 211/18” 1■ ra'I_��` I\ 0 it { , r 3 1-48031 Meta Fr.,SH,w/FI3.iWC,I-Jb. •• RIO • 4 H-8031 .Marron Main Fr., SH, w/F'tg. JPJC, R Jb, Marron RIC r'�T LL ° III r s H-1838 • Meet. Rea, Fxd. Keymark alum _._._..,_J - 0 I ill 1 \ �., G 141888 Reba. & &8/6.6,8, Keyrterk • Alum I,I GCLSID w)El"D (ALL SIDES) 0 \�\ CORNER WELD (ALL•810E 31 7 1.6027 Sash Meat. MI, WC Won WC :_-i�.r II I� ""1 -,0,,]..1.6,1 1-f_. l 8 H-1487 Reid. Sash Meet. Rae . Keymark Alum j - j -T-__ lug r 9' ? '� 38/18" PVC SASH MTG. RAIL-8027 9 1.8028 Saab Silo Rea, PVC' Macron • WC FLANGE 8031 • 10 8.1488 Reknf. S.B.Rf8.S.R, Keymerk Alum PVC FRAME FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 0 11. Anti Top/Bot. Ra8 • Mloon WC 5/8" 1 1z 8.0006 58006 Anti Lift Mitered WC ---- - T -.- -.- -1118" 13 6.8058 Gla, 08..6/38lon1", Horiz. Marron• WC 1 114" PVC FRAME FIN -8026 ii7-1 112" 1" 14. 8.8058 Gla, 88. ■ 6116 lad", Vert. 180000 WC ' 40 i r 1/16° .! _. 13 56083 Fixed f aneeer M00on WC 15118° X18„ 7118" . 'ALUM SASH MTG. RAIL -1487 ALU ROLLER TRACK -1776 • 3118" 16 58084 Ga. Bd., 7/81sni3 MN= WC _ - 17 S-8013 Som.Adept.,w /1da,PJG Mk= PJC �l ri., 115/18' �� 1 18 6-5014 Sam. Adept., WC lemon WF Q .. _ �'i—, ���L 21 22 83804 83783 Raw, Tandem Spring Lock impact,: WC td8,fe1 Interlock Pylon PVC FIXED RAIL COVER- 8063 1 1 8/r•• *_!1- _ .. - �� (�r- -- �1�JI 11 0 23 24 P-4088 84479 Keeper, howl, W0 Weep Cover w! Flap hxerlock MBM Pylon Steel • ALUM FXED RAIL -1636 25 83869 88x3/8 screw , Frame krpact Hook Fasten8 18118" ,. 838" r PVC SASH SIDE RAIL -8028 26 83429 Wstp.,0.270x.187 beck FInSeaLGrey Ultrafeb 27 30 84838 84051 W A8 X 21/2 Ph Truss sM6 #8 x 1 1/4 RI FH TE<, WM. - Alaot Patina]. Steal Sfeel i , !� 3116" `: I .-.1 • 314" iD 32 R3010 Bulb Vinyl w/ NO Sum Fastetrei Steel PLAN VIEW ALUM SASH IMPACT HOOJ(1688 PVC ROLLER TRACK 8006 3/10' 7/8" f-" 114' �-' 33 R3511 .38019gh #8 x 5/8 Sgaura Pee Tek at toaar Fastenel S#eet . Ir J r 34 83342 Seem Sealer, 8M45804 Seine Mane • °—+I �- 35 R3782 Cap Plug, 1/2' Hole ' M518 Nylon } . 3 -`� 1/2" `' LJ PVC GLAZEBEAD- 6064 ALUM 8.B.RJ8.S.R. -1498 I SCREW $UP.•3113 • ' 36 Purfect Gbze °H', 8(kaFiex 862 Henkel /akai.8aio0158 33. PG352 Set Bas, 88 Cur, 113" x 8/8" x 2" Lg. Fran14_ow a Rubber 39 83663 FE- 8a00 Gold Cert. Label, NFRCTab,krpactA3TMEDADE NW Nylon 1 1/8' 40. 83881 7errporery Lbl. (P1*J0l3 -r7/8°1 ou g/1a p 8„_ r�-�, .�..II - jj-'�l� 0 3M8° 41 83813 CWBLN {logy / ^ 9.618" 1 1 _ -.-..T 42 GLA0S 688585813 1 1� 43 84832 Do asp Lock &Ivan Mc 1 /2" 44 R3118 Keeper, Sweep Lock Sullivan Mc ALUM GLAZE' 86AD -1112 13!18° I� - PVC SCREEN CATCH -0013 45 R4633 1/2" Sarre! Fasteners Faatenal Steel 8" - 15!16" PVC SASH TOP/13TM RAIL-8004. 11/8"«' 46 R3218 Screen Franc Aametal RDlp rm 48 R3321 Screen Frame Comer Key Ameba Nylon 17!8" 5/18" it 49 83681 Screen Cloth, 18 x 18 Fbmglass PhHer 50 R3228 Screen Spina, .188 OM., BR Dace PVC SCREEN SUPPORT -8014 PLAN VIEW ALUM FRAME IMPACT HOOK-1577 • 51 83028 Screen RraTab Suzy 52 R3033 Screen Spring, SS ' Hurley JUPDATED•PER 2010 FBC 12,7/2011 53 83841 #8 x 112' Quad PHT3S 2 Zinc. a frame Impact catch Maln Fr„ SH, w / Ftn., WC Fastens] Mon Steel WC . OM LUCAS A. TURNER, FL P.E. 58201 A UPDATED PER'NEW FBC REQUIREMENTS 7/0.7/2008 54 146028 314" 0 • 58 83113 Screw ,8u Support, ppe Team Nestle Rubber .ttttta11311l1A,f7 #r a94 P�tt�,ttL1F:Git prr its Y""; +a "a,""ti7G^ P�' 47,C,aP,f,f�,.. :pJlgO. \-- //4 '••' C �-„ eadelMe ^ ;� 56 6-1112 Giaah,g Bead Keymark Akan PVCGLAZEBEAD -6038 15/16" ��; 57 61568 Sash catch, P/OO cot Keynerk Alum ��I .7/16" VVV --ill 38 84858 Wetp., 0.420 x backFloSeat, Grey Keymark Mum No 88201 S I. 1900 SW 44TH AVE. . 80 61877 .187 Frame Catch, PJC kipact Keynerk Akan i * Z . *".6 OCALA, FLORIDA 34474 60 51778 Roller Track Keymerk Alum ALUM. SASH REINF. -1808 a * ,61 ' v" hrLa: .. • EXTRUSIONS & B.C.M. - LARGE MISSILE7MPA08 BTATE OP y, rF9 • „.,o �.. m/ 4. DER E5 82W DRAWN BY: A�� �arE 07!19!2011 THEINFORkrATtONCONiAMEOWTHt DRAAWtN018THE804EPROFeRT TOOFCUSTOM ,,rrp+a. 41414 9..°.>$.� p MODEL: '.c ALE' 1:2 3truG.NO.: CWS -188 GTE: ITEMS 19,28,37 ARE NOT USED IN THIS PRODUCT. l L ALUMINUM EXTRUSIONS ALI60S3 T6. SAWHOron9p Ur W„teNDOWa�ER INC. AerrSEPPRO 4`rr PVC HORIZ. SLIDER I3 vsrsrA ,INC. iONA ,*.,00 REV. LErrER B kH : 5 OF 7 2112" MIN EDGE DIST IOl CONCRETEIMASONRY BY OTHERS INSTALLATION ANCHOR, 3]18° DIA. MASONRY SCREW %AMASHER THRU SCREW SUPPORT [0] SEALANT BETWEEN BUCK AND OPENING BYOTHERS 1 1/4" MIN EMBEDMENT [C] EXTERIOR FINISH BY OTHERS CONCRETE/MASONRY BY OTHERS • a. a. a � • 0. PERIMETER SEALANT BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER 1 BY BUCK BY OTHERS [A) 114° MAXSHIM LB] INSTALLATION ANCHOR, 3/18" DIA. MASONRY SCREW w!WASHER THRU SCREW SUPPORT ICI SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS , 1 114" MIN EMBEDMENT [O1 1 BY WOOD SUCK 8Y OTHERS [A] 1 1/4" MAX SHIM [B] '4 • • 4444 21/2°. MIN EDGE DIST4 C • 4 • (Cl 44 444a INSTALLATION ANCHOR, 3/16' DIA. MASONRY SCREW w /NEOPRENE BACKED WASHERTHRU SCREW SUPPORT[C] SEALANT UNDER SCREW HEAD BY INSTALLER HIGH STRENGTH STRUCTURAL GROUT BY OTHERS x114" MAXSHIM �11y� R IBA f���' •�D:� ___ll_ SILLSTOOL BY OTHERS a. /...A .. '. . ,$tea a• i> a, .o a1a a. ,a4a. USE SOLID WOOD SUPPORT a' `a •aA i laa:i .b a. __ TO MAKE _SILL LEVEL, a ae• A °• „ �atai"• :p • s • a a a + 4. • • • • • 1 1/4" MIN EMBEDMENT . I [0] F• - 2 MIN EDGE DIET [CI EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY INSTALLER 0 SB HORIZONTAL SECTION • FRAME (MASONRY) CONCRETE/MASONRY BY OTHERS 0 6 A VERTICAL SECTION FRAME (MASONRY) SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY.OTHERS 1/4" MAXSHIM (01 BOTTOM SWEEP LOCKACI7VATED ONLY DURING HURRICANES. SEALANT BEHIND FLANGE BY INSTALLER 1111 9 b 9 + by D+� fib .D,01. +p'„ptipg �bD +g D +t CONCRETE/MASONRY BY OTHERS PERIMETER SEALANT BY INSTALLER EXTERIOR FINISH BY OTHERS• • Ike MIN EMOEDMENT EDI BE MIN EDGE DIST [Dl INSTALLATION ANCHOR, #10 WOOD ANCHOR W/ WASHERTHRLSCREW SUPPORT [DI SEALANT BETWEEN • BUCK AND OPENING BY OTHERS 2 BY WOOD BUCK BY OTHERS (Al C HORIZONTAL SECTION B FRAME(WOOD) INSTALLATION ANCHOR, 3/16° DIA.. MASONRY SCREW w /NEOPRENE S KE WASHER THRU SCREW SEALANT UNDER SCREW HEAD BY INSTALLER 114" MAX SHIM [Bl b • D • 4• V' •• •A, D • s b ALTERNATE PRECAST SILL DETAIL I -1 1/4° MIN EMBEDMENT I•- -21/2° MIN EDGE DIET (01 FRAME (MASONRY) LUCAS A. TURNER, FL P.E. 68201 rOTE:.HEAD AND JAMB IMILAR FOR 2BY INSTALLATION. ILL INSTALLATION SAME A6 SHOWN BELOW. REFERENCE NOTES( [A] SEE NOTE 10, SHT 1 [Cll S&ES NOTE 2 4,.5 T 2 [D] SEE NOTE 5, SHT 2. [E] SEE NOTE 6, SH7 2 8 IUPDATED•PER 2010 FBC A UPDATED PEF2NEW REQUIREMENTS • 1217(2011 7107/20(13 F8C 4�t &e41�C4R,,,W he'd y� ;�4,�i £�Q •:�'p,,} *'ass {[I e C..• W '$' t�l��ee°r S. WIND1 WYS& JGORS 4; No 58201 s�D 1900 SW 44T I-t AVE. .4. a 4,1; }O�JCALA, FLORIDA 34474 y e 13 STAB OF ��. I�sTALLAT[ON THRU F • �^ kd �" SE1m2.5 PROPRIETARY AND 60t8ID8NT14L 12/7/11 , < p p,1p;.•.� �'*"' tnD0EL:82d0 THE INFORM4Ti oN CONTAINED IN THIS ORAWINO IS THE SOISPROPERTY OFOUSTOM tie .•• +� • WINDOW SYSTEMS, INC. ANT REPRODUCTION CEwsYPART T , NO113 TE LrrTHE aey0+�j " '04 '0 PVC•HOR[Z SLIDER RANIEDETAIL - LARGE MIME IMPACT X37' • ADE 4TS' 07(11(2011 CALS. NTS REV. LE t RI B 7w0: N ©- CWS -160 SM I •0OF7 SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS 17M.° MIN EMBEDMENT [E] SEALANT BEHIND FIN BY INSTALLER WINDOW WRAP BY INSTALLER PERIMETER SEALANT BY INSTALLER PERIMETER SEALANT BY INSTALLER WINDOW WRAP BY INSTALLER [L -- 2 BY WOOD BUCK BY OTHERS IA] INSTALLATION ANCHOR,' • WOOD SCREW WI WASHER tEl 119. MIN.EDGE DIST tEi 11144° MAX SHIM SEALANT BEHIND FEN BY INSTALLER EXTERIOR FINISH BY OTHERS SHEATHING BY OTHERS - VERTICAL SECTION 7 FIN (WOOD) [E7 2 BY WOOD BUCK BY OTHERS IA) INSTALLATION ANCHOR,. WOOD SCREW W/ WASHER 2 BY WOOD BUCK BY OTHERS [A] INSTALLATION ANCHOR, #8 WOOD SCREW WI WASHERIE] 11/2! MIN EMBEDMENT • Xi • SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS 714° MIN EDGE DIST [E7 +--4/4 MAX SHIM SEALANT BEHIND FIN BY INSTALLER • WINDOW WRAP • BY,INSTALLER THE INFORMATION CON7Al IN THIS DRAWING 19 11.42 SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART ORAS•AWHOLE WITHOUT THE WRITTEN MAMMON OF CUSTOM WINDOW SYSTEMS. INC. IS PROHBITEO. PERIMETER SEALANT BY INSTALLER F HORIZONTAL SECTION 7 FIN (WOOD) LUCAS A. TURNER) FL P.E. 58241 "AA. 121RE.14/ 744 58201 '411 * * *S k :790 BTT OR r�tut$ T F i .aat0 Cr • REFERENCE NOTES: [AJ GEE NOTE 10, SHT 1 ID] SEE NOTE 2&5 SHT 2 .ICISEENOTE 4,BHT2 IDI SEE NOTE 5, $HT 2 (E] SEE NOTE 8. BHT 2 B 'UPDATED PER 2010 FBC A. UPDATED PER'NEiN FBC 12!712011 REQUIREMENTS 7/07/2008 wiwocrws & Pools 190(i SW 44TH AVE. OCALA, FLORIDA 34474 rill&STALLATION DETAIL FIN CONST. SERIF-5:820o _ 7RAWN EY: - LARGE MISSLE IMPACT ADE DATE: 07/11/2011 MODEL: PVC HOAR, SLIDER SCALE: NTS CWS -188 REV. LE.ITER: B SHEET: 7 OF 7 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the-expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion - L.M.I. APPROVAL DOCIIMENT: Drawing No. 63O0JR, titled "Impact- Resistant Aluminum Tube Mullions ", sheets 1 through 22 of 22, prepared by manufacturer, dated 08/29/11, signed and sealed by Anthony Lynn 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse ofthis 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 ofthis 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 140A # 10- 0819.05 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov /pera/ MIAMICADE COUNTY APPROVED NOA No. 11-0922.01 Expiration Date: May 26, 2016 Approval Date: December 08, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 6300JR, titled "Impact- Resistant Aluminum Tube Mullions ", sheets 1 through 22 of 22, prepared by manufacturer, dated 08/2$/11, signed and sealed by Anthony Lynn Miller, P.E. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202 -94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A -1 thru E -1), dated 02/28 -11, and addendum letter dated 05/05/11, all signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA #100819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007 and FBC -2010, prepared by manufacturer, dated 09/20/11, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance with the FBC -2007 and PBC -2010, and no financial interest, dated June 06, 2011, signed and sealed by Anthony Lynn Miller, P.E. 2. Proposal # 10-1070-R issued by BNC to POT Industries, dated 01/07/11, signed by Ishaq I. Chanda, Product Control Examiner. G. OTHER 1. Notice of Acceptance No. 10-0819.05, issued to POT Industries, for their PGT Series Aluminum Clipped Mullion — L.M.I., approved on 05/26/11 and ng on 05/26/16. 4 E -1 Perez, P.E. Product . + ni ' 1 Examiner NOA No. 11-0922.01 Expiration Date: May 26, 2016 Approval Date: December 08, 2011 SUITABLE FOR ALL LOCATIONS REQUIRING NON - IMPACT OR LARGE AND SMALL MISSILE IMPACT - RESISTANT PRODUCTS FIGURE 1: MULTIPLE MULLIONS SEE DETAILS ATHRUG SHEETS 2-3 OPENING WIDTH FOR VERTICAL MULL SEE DETAILS A- D,G,H: SHEETS 2-3 ARCHES TO BE INSCRIBED INSIDE •RECTANGUTAR SHAPE LENGTH 1 BEE DETAILS ATHRU / SHEETS 2-3 OPENING HEIGHT FOR HORIZONTAL SEE DETAIL E, MULL SHEET 3 FENESTRATION PRODUCTS MAY BE OF ANY TYPE. MUST BE MANUFACTURED BYPGT. HORIZONTAL MULL LENGTH SEE DETAILS AA,13,H; SHEETS 23 HORIZONTAL MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: "1 LENGTH I'"' r \I OPENING Try. SINGLE MULLION GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS 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 IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MUWONS HAVE BEEN TESTED AS "FREE - FLOATING° AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL NOT HAVE A GAP OF MORE THAN 1/4° FROM THE CLIP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 8) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 21. 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. 8) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 7) ANCHOR EMBEDMENT TO 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. 8) REFERENCE: TEST REPORTS: FTL -8443; ELCO ULTRACON(AGGRE -GATOR NOA'S; ANSVAF&PA NDS FOR WOOD CONSTRUCTION; ADM - ALUMINUM DESIGN MANUAL 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NON - IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH PGT- APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN TFE HVHZ.- SEE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE OPENING WIDTH FOR VERTICAL MULL OPENING WIDTH FOR VERTICAL MULL MULTIPLE MULLIONS GENERAL NOTES__..._ » « .............. 1 INSTRUCTIONS.. _ » «. «......« «.... «.« 1 MULL TO IX & 2 INSTALLATION NOTES..._._....... 2 MULL TO MASONRY.. ». «.. „_..» «.. 3 MULL TO STEEL STUD....._..__. 3 ANCHOR$PEC8 ». »...».__._ »._ 3 ALTERNATATE CLIPS.......... ». »._..4 BAY MULL INSTALLATION—.— 4 1 X 2 X.126 MULL SPECS.....--.5 1 X 2 X.378MULL 1 X 2.75 X.378 MULL SPECS._....._ 7 1 X 2.75 X.88 MULL 1 X 3.125 X.800 MULL SPECS....__9 1 X 4 X.128 MULL SPECS«.. «, »..« »10 1 X4X.37b MULL SPECS.----11 128 X 3.188 X.285 MULLSPECS.«12 2 X 4 X.25 MULL 13 2 X 6 X.28 MULL SPEC$_.»«.__. 14 128X 2,11 X.128 MULL SPECS....15 30° X 328 SAY MULL SPECS.»...... 18 45° X 325 BAY MULL SPECS-- 17 MUWON & CLIP DIMENSIONS._...18.20 INSTRUCTIONS: 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/Ff') FOR THE OPENING US0G THE ASCE-7 STANDARD. 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCT'S FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS °RECTANGULAR° OR 'TRIANGULAR(TRAPEZOIDAL°. 4) FIND THE CHOSEN MULLIONS MULLION CAPACITY (LBS/FT') FROM TABLES 1A THROUGH 13A, ON SHEETS S THROUGH 17 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBS(FT°) OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENTS.BS /FT') FOR THE OPENING OBTAINED IN STEP 1). 6) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LB8). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 8) FROM THE ANCHOR CAPACITY (LBS) TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION ( MULTIPLE ANCHOR/SUBSTRATEIANCHOR -CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. 7) IF THE MULLION CAPACITY (LBSIFT') OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT (LBSIFT") FOR THE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE 8) VERIFY THE DESIGN PRESSURE RATING (LBS/FI') FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBS/FT') OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. 48 J L 1 O PRODUCT REVISED Building Co wHh Utc FMTIdB Acceptance No •' 0 0 OEM By 'J�`.. , , •rte �. Product E DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING (OFFSET CLIP SHOWN) LLION EITHER THE STANDARD OR OFFSET MULL CLIP MAY BE INSTALLED BY THIS METHOD. MULLION SEE SHEETS 10-20 FOR HOLE LOCATIONS EDGE DISTANCE FOR WOOD SCREWS .280' MAX FOR ALL MULLIONS EXTERIOR TYP. ANCHOR PER SUBSTRATE, SE TABLES 18-108 TYP. ANCHOR PER SUBSTRATE SEE TABLES 113-108 DANCE SEE TABLES 16.108 FRONT VIEW SIDE VIEW INSTALLATION NOTES 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS 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 CUP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUOKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 6) FOR MASONRY APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1ht° 8.8. AGGREGATOR MASONRY ANCHORS. DETAIL B: MULLION ATTACHED TO 1X WOOD BUCK AND MASONRY (STANDARD CLIP SHOWN) TYP. ANCHOR PER SUBSTRATE, SEE SEE TABLES 18-108 MN 27IS81 ... •' « ° EDGE CONCRETEORCMU'' I 1 DISTANCE, SEE SEE TABLES EDGE DISTANCE 18-108 FOR MASONRY ANCHORS EXTERIOR EDGE DISTANCE FOR MASONRY ANCHORS TYP. ANCHOR PER SUBSTRATE. SEE TABLES 18.10B BUCICSTRP AND ATTACHMENT BY OTHERS. SEE NOTE 1, SHEET 1. MN 2.7 HSI CONCRETE OR CMU FRONT VIEW SIDE VIEW EITHER THE STANDARD OR OFFSET MULL CUP MAY BE INSTALLED BY THIS METHOD. z 0 2 w z U a 0 0 5 6 to z 1 ✓� g 1 _co PRODUCTRBYISBD 0$ complytdg with ikon:01de BnfdG1g Colo Amt No • i' • MImn D P1odlkt 1lttlttl � t�o \‘ .14YNN z.* r 140.58705 ` fit.• 1 30 11 ej :16% ST TE OF ;i T ., RLORROP C A. LYNN MII L R, P.E. FL P.E.# 88706 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) MULLION EITHER THE STANDARD OR OFFSET MULL CLIP MAYBE INSTALLED BY THIS METHOD. TYP. ANCHOR SUBSTRATE. BEE TABLES 18.108 EDGE DISTANCE R MASONRY ANCHORS EXTERIOR EDGE DISTANCE FOR MASONRY ANCHORS TYP. ANCHOR E /PER BUS8TRAT, BEE TABLES • BUCNSTRIP AND ATTACHMENT BY OTHERS, SEE NOTE I, SHEET 1. MIN2.7KM CONCRETE OR MU FRONT VIEW TYP. ANCHOR PER SUBSTRATE, BEE TABLES 18-100 SEE TABLES MIN 2.7KSICONCRETE ORCMU 1B-108 SIDE VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR 70 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. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4° S.S. AGGREGATOR MASONRY ANCHORS. -°1 .121r DETALE: MULLION TO MULLION INTERSECTION NOTES: (U -CLIP) TOP VIEW VARIES -f-- 1 1) MAY BE INSTALLED IN 'TEE° OR "CROSS" INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE U-CLIP DRAWINGS, SHEETS 18-20 FOR CORRESPONDING MULLION. 812 STEEL SCREWS, ELF•DRILLING OR PRE-DRILL MULLION AND USE SMS MUWON INTERSECTION U•CUP FRONT VIEW EXTERIOR SEE SHEETS 18-20 FOR HOLE LOCATIONS EDGE DISTANCE SEE TABLES 18-108 DETAIL D: MULLION ATTACHE! TO STEEL STUD (STANDARD CLIP SHOWN) STRUCTURE TYP. ANCHOR PER SUBSTRATE, SEE TABLES 18.108 SBESHEETS 18.20 FOR • HOLE LOCATIONS MULLION r.:*:l11111Ka:1 SIDE VIEW FRONT VIEW / EXTERIOR FOR STEEL STUDS ,THINNER THAN 18 GA AND COMPLIANT THE FL BUILDING DE,A 2X WOODBACI8ERMUST USED. ATTACHMENT BY OTHERS. USE WOOD ANCHOR SPECS NOTES: 1) FOR 2X WOOD - BACKED STEEL STUDS, WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 8-17, FOR QUANTITY OF SCREWS. SIDE VIEW EDGE DISTANCE SEE TABLES 18.108 z 2 6 PRODUCT REVISED as n0111AyIng wllb4o1mIL0 Building Code AcceptanenNo ration DETAIL F: FIELD - MODIFIED MULLION CLIP (F -CLIP) SEE DETA1LSAB. SHEETS 2 AND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES. O 0 0 0 DETAIL 0: ANGLE MULLION CLIP (ANGLE CLIP) MULLION 0 SIDE VIEW SHOWN WITH 1 1X 4•x.128' MULLION STANDARD MULLION CLIP MODIFIED TO FIT FIELD CONDITIONS. MULLION EXTERIOR EDGE DISTANCE PER ANCHOR INTO WOOD, STEEL, ALUM, MU OR MASONRY TW. ANCHOR PER SUBSTRATE, SEE TABLES 113-1013 7 ,% NOTES FOR INSTALLAT ON OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28' X 2.11° X .125° MULLION. 2) SEE TABLES 10-108 FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICATION. STANDARD CUP /OBE MODIFIED INFIELD. TOP VIEW TW. ANCHOR PER SUBSTRATE, SFE TABLES 18.118 ANGLE CLIP, 2 PER MULLION END. MUST BE INSTALLED INSIDE OF MULL. DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) 33' OR 48' BAY MULL TOP VIEW TYP. ANCHOR PER SUBSTRATE, SEE TABLES 12B OR 136 EXTERIOR r X8'ANGLE CLIP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF BAY MULL. EXTERIOR INTO WOOD, STEEL, ALUM, CMU OR MASONRY EDGE DISTANCE PER ANCHOR NOTES FOR INSTALLATION OPTION 0 &H: 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL 0: SEE TABLES 18.11 B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 120 OR 138 FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR HOLE LOCATIONS. IC SIDE VIEW SHOWN WITH 1 1X 4•x.128' MULLION STANDARD MULLION CLIP MODIFIED TO FIT FIELD CONDITIONS. MULLION EXTERIOR EDGE DISTANCE PER ANCHOR INTO WOOD, STEEL, ALUM, MU OR MASONRY TW. ANCHOR PER SUBSTRATE, SEE TABLES 113-1013 7 ,% NOTES FOR INSTALLAT ON OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28' X 2.11° X .125° MULLION. 2) SEE TABLES 10-108 FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPLICATION. STANDARD CUP /OBE MODIFIED INFIELD. TOP VIEW TW. ANCHOR PER SUBSTRATE, SFE TABLES 18.118 ANGLE CLIP, 2 PER MULLION END. MUST BE INSTALLED INSIDE OF MULL. DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) 33' OR 48' BAY MULL TOP VIEW TYP. ANCHOR PER SUBSTRATE, SEE TABLES 12B OR 136 EXTERIOR r X8'ANGLE CLIP, 2 PER MULLION END, MUST BE INSTALLED INSIDE OF BAY MULL. EXTERIOR INTO WOOD, STEEL, ALUM, CMU OR MASONRY EDGE DISTANCE PER ANCHOR NOTES FOR INSTALLATION OPTION 0 &H: 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 2) DETAIL 0: SEE TABLES 18.11 B FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 120 OR 138 FOR ANCHOR QUANTITIES AND SHEETS 18.20 FOR HOLE LOCATIONS. IC TABLE 1A Mullion Capacity Table ()beRte) 1 x2 x.125 Opening Width (forverticaQy- =panning mu8lOos) or Opening Height (tor horn 0502 y- apantdng mugons) 50In 8088 701n 801n . 80 In 100In 120In 140In 1801n Reo5an1102r to*189 1158/781555 Loading Rectengulm Loatllna T83217de1g. Loading Rectangular Loadbg Tiap'1Nag. Loading Reotu gu1ar Loading 1Ya)dnien9. Loading Rectangular 1.oad9n0 3ep'Tdarg. Loedfng Rectangular Loadlne TmpTdang. Loading ReclaWer Lea4og Tta/ATdag. Loading Rectangular Loading Tmplfdag.' Loading Realengular 108• Ttep/Tdang. LoalOno {, r is8311 42In 111.8 408 128.5 332 93.2 408 118.8 325 78.9 408 107.8 321 829 408 319 82.1 408 104.0 316 88.9 408 104.0 318 49.5 408 104.0 319 39.9 408 104.0 318 380 908 104.0 318 481n 74.0 312 63.8 258 82.4 312 73.4 252 53.5 312 87.0 248 48.8 312 248 41.0 312 81.9 244 37.8 312 81.0 244 31.2 312 81.0 244 28.8 312 81.0 244 23.4 312 81.0 244 50.82511 83.9 281 70.8 234 832 281 81.8 228 48.8 281 55.7 224 39.9 281 222 95.5 281 50.1 220 31.0 281 49.3 219 20.0 281 48.3 216 22.8 281 49.3 219 220 281 .49.3 218 54 In 526 247 87.5 207 43.9 247 428 202 37.9 247 44.8 199 329 247 183 29.2 247 39.4 184 283 247 38.4 193 21.9 247 98.1 183 18.8 247 3.1 193 18.4 247 ,38.1 193 80In 36.4 200 41.2 170 320 200 85.4 186 27.4 200 31.5 183 24.0 200 gi 180 21.3 •100 27.1 189 19.2 200 26.9 .187 18.0 200 25.0 158 32 1 181 38.3 155 27.8 181 30.3 152 23.7 181 25.8 148 227 181 148 1 a4 181 228 144 18.8 181 21.7 143 1 813 In 28.8 185 90.6 142 24.0 195 281 139 20.8 188 28.1 138 180 185 134 721n 222 188 29.3 120 185 159 19.0 118 15.8 138 17.6 118 In 189 125 19.7 109 15.7 125 18.8 107 781n 17.5 118 182 104 TABLE 1B ANCHOR CAPACITY ADJUSTMENT FORMULA Anchor Capacity Table (Ib9) ANCHOR CAP.,, Arwlmr Clip Pathims Substrata:. 2.714 Concrete 3.88 Sono. Hollow CM FIRM MU PTWaod Mate) ,, (� )Xt }=ANCHOR CAP. MULLION CAP.,„°„° USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED° CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. A10hmTYPa 018 Macon v0.° Soo N moon 8/18° Elsa Mason 3/1e Moo 359oon 114" Elm Ntraoa 11 8S Eloo Aggre0ela &18° 0100 Unman 114" S8 Boo AggrsSetor 910 Sleet Sem / PG 912 Slav! 844•0a9 012 steal SonsW (G8) PAge 9141an8e 03* 1" 2-112° 1° 2412^ 3-118. 1^ 2.102' 1° z -112° r 3418° 2 o.48' 0.64• 0,324° Embedment (Ind 1-914° 380 gm 1314" 390159 1414" 450159 1414° 890158. r 1844!50 1 -1/4° 270159 1 -114° roe 144° 3841ba 1414° 740 Iba 1 -114° 4889nr 1.44° 884 (50. r 1182991 1418° 30. roe . 1.318• 420169 lees rote 4) 5881be 2 Anchors 54.79" MGM o.C. / Standard or Oise! Cap 549.19 4 Anchors 8d 1.18" Min 0.0.1 Mondad (aOBsN) CO (FIg. 2): 480 Rs 7009» NIA WA WA WA 36890. WA WA WA WA NIA 882 Ibo 840151 1120150 4 Anohols ®r Min 0.0. / (02x8 A89te pipe / (Flg. 3): 780119 783119 880.99 1588 9m 185090 540 838 580 Ths WA 780100 98869 885159 2384 ibs 892159 840158 1120159 2 ADO= 00.48° Min. O.C. 1 U.C9p• Into 118" Alum. (Ft. 4): WA WA NIA WA WA WA WA WA WA NIA Nan WA WA WA 71880 1 88080/ F-099 (Fly 59. 198159 109159 288169 44599 822 Ms 13590 14089 177159 37090 294151 332151 881 Ins 183 86 21080 280151 2 Anchors 5tun min. 0.0./ F-pIp(Flg.8) :1 240181 350151 WA WA WA WA 190159 WA WA WA 11/8 NIA 32828. 420151 48090 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: • O FIGURE 3: • FIGURE4: • FIGURE 2: • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: 0 FIGURE 8: • • TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHAD. CONFORM TO ASTM C-50. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALI- BE 8083 -15 AND BE A MINIMUM OF .125* THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045° THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST . 128" THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.000° F+ 125° 1°X2"X .128° MULLION d Y 5 1 L o 2 J A `����� LYNN !14/'11, i * : No, 58705 �r • �A •'. ST TES :'•Z' t'111SSIOlV A1- A. LWIIII MjLVAR, FL P.E.• 88705 TABLE 2A Manton Capacity Table gbetft) 1 x2x.376 AIUm.Tube Opening Width (for %balconyspanning mullions) orOpenl Height (for horfmtrtallp- epanrdngMOWS) 6015 6015 70In 81/ In 90 N 10010 1201n 44015 100 In Rectengulnr Loading Tmprrdatg. Loading Rectangular Loading Trap/76aq Loading Rectangular L0a008 Trap/Mang. Loemng Loamrta 1600218 Loading Rectangular Loading Loading Tmpfiarg. Loading 1 Rectangular I.cadhg TmWrdag. Loadig Rectangular Loading Trap/Siang, Leading Rectangular 108018 Trap/Tang. Wadlla 42 In 170.0 00 � 178.0 818 ' 617 817 481n 121.8 138.0 410 . 88.0 807 108.7 403 . 102.8 80.8 807 88.08 388 50.7 807 98.0 388 43A 807 08.0 398 380 SOT MO 398 84.02615 103.7 468 114.8 378 88.4 480 Cal 371 74.1 468 80.8 384 84.8 488 840 360 679 468 81.3 ICI 810 468 800 388 D 468 809 358 370 488 80.0 388 32.4 456 80.0 358 54 In 85.4 40D 93.3 938 71.2 400 802 328 81.0 400 72.7 322 53.4 400 67. 318 47.5 400 84.0 315 42.7 40,3 822 314 8 61.8 8 400 81.8 313 28.7 400 1310 313 BO In 813 324 88.9 61 9 324 57.5 270 44 51.2 264 381 324 48.9 280 34.8 324 43.9 257 31.1 324 42.0 255 26.0 324 40.5 22.2 4 403 263 i9.5 324 40.5 253 83 In 8 294 67.4 252 44.8 204 49.2 203 38.4 284 436 241 13 284 39.8 237 219 294 37.1 234 28.9 224 35.2 232 224 204 93.8 230 18 284 33A 230 16.8 294 33.4 230 72 In s6.0 225 372 198 30.0 225 32.2 1 25.7 225 28.4 188 22.5 228 25.8 188 20.0 22a 23.5 let tax 225 22.1 ise is.o 22a 20 1 120 az 10.8 178 11.3 225 19.8 178 78 In 30.8 202 32.0 177 25.5 2D2 27.2 173 21.9 202 23.9 170 10-2 202 215 107 17.0 ioa 185 18.3 202 18.4 leo 12.8 202 18.7 190 102 202 152 188 82 15.8 168 8015 18.8 144 10.0 128 164 144 16.1 128 0015 16.2 127 15.8 113 TABLE 23 ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacty Table pa) ANCHOR•CAP. Anchor GDp Patterns 000405ta 2.71t Concrete 5.9500 m. - 01806 0100 Fined CMS PTWootl Metal ®°°t (DP,.)X{ =ANCHORCCd9P.o. MULLION GAP.,,e OBTAIN USE THIS FORMULA TO OBTAN THE ANCHOR CAPACITY REQUIRED° CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENTFORTI-IE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF ( ) THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. sr18.0o0116eoan ttY' Eioo l8h'ro0n 6/18.94 uureeon 8.18' Eloo UOreoen 114° Ebo Utrmal t/4° SS Eleo Aggmeata VW Igloo Macon 114. SS Eno Aggregator 010 Steel Sores (36) 012 Sleet Soros 012 Sleet 560x2.1" Fitambam1m6n7: 31 1•vr r. 1arr 8.37 r z 157(8° r 8.43° 0.9 ° 0.84° 0.324° 1): Edit a0p a° 3531b 750154 8.6010E 001b law° 890154 r 18ISA s•1A11 1 8.7004 14/0 1504^ 380164 1-414° 364166 1-112° 4104° {111A 1.114° 488 roe 1•4llb MS I6a r 7182 ma t 8It 822 Its 4401116 201 (ems 1558.7 2 Anohae 0..76^!40 CA. J Standard a 1'l . p (71g. 1): 50 48016* 8.1116« 8.131. 15` MdlaarStamtad (a68.t41)cgp(l7g.z7: 341) 0 4ec168 7801 NA WA NM NIA saOfbE WA wa w8. w8. N/A 882151 54614 slaaro* 13 4 Anchors 133° 6ln. 8.8.1(2) 28.8 Angle Cps / (Fig. 37 780 454 79014 880156 158004 1888155 8401r 68015* WA 780 Das 938164 880154 2384158 862154 8440 Ma 1120164 2 Atro5a813345° 541.O.C. 111411p, Into 1/8° Alan. (15.47 NIA WA WA WA NIA WA WA WA WA WA WA WA WA .WA 718154 1 4n6366/ F4218 (F16. 87 155154 195.14 225156 448155 822154 13514 140168 17715* 07015s 23414 33215s 89158 183 d* 21015E 230 54 2Anohae 31.15^ NIn. 0.0JF05pMg. 67 240 Dm 380154 WA 69A WA WA 19004 NIA wA WA NIA WA 3,7814 42015s 880 Q4 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: • 0 • FIGURE 3: • FIGURE 4: FIGURE 2: • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 6: • FIGURE 8: • • TABLE NOTES:• 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18.20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT - FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.85. ALUMINUM SHALL BE 8083 -T5 AND BE A MINIMUM OF .126° THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045° THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126° THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ..3776° I 1° X 2° X.376° MULLION Fmk 5 Q z y2 PRODUCTRBV16Ii» • 01 oomplyiagwiththa IO PTIda BuflditgCedo t; _..►I Aocxpastas No B ., , Data -TRAV - 0.44111159/// /'O // * : No.58705 �•Q,�)1 � p • STA �: ��'r�: '•. FLOR40� • �8 ' �' siONA� ti,. L 14 iMIL} R, P.E. FL P.E.# SSTOS • TABLE 3A Mullion Capacity Table (Ibs/ft2) ix 2.70x ,378 Alum. Opening Width (tor 5Poca2y- spar6>Ing mallow) or Opening Height (for h0riantall - spannlng mullions) 00 N 00 N 70 N 60 in 801n 100In 120In 14010 1801n Ree900ular Loading Tmpnriang' Loading Rectangular Loading Trep!Mmg, Loading Rectangular Loading TmpITriang. Loading Rectangular Loading TrepJTden3. Loading ReOtenguier Loading Trap/981ns. LoadIS Neat/Nutt Loading T63l4Riang. LoadIn9 Rectangular LssONg 7mpiniano. L0edOg Rectangular Loading Ti ddillang. Loadln9 Rectangular Loed(ng Trap&Riarg. LomOng mug Length 4201 170.0 620 170.0 436 170.0 744 170.0 478 170.0 868 170.0 808 170.0 992 170.0 618 170.0 1118 170.0 621 170.0 1240 1762 521 148.7 1301 170.0 821 127.6 1301 170.0 621 111.6 1301 173.0 621 48(9 170.0 706 170.0 624 170.0 860 170.0 664 1780 692 170.0 830 170.0 1133 170.0 001 181.8 1139 170.0 877 138.6 1139 170.0 690 113.9 1139 170,0 650 87.8 1138 170,0 600 86.4 1139 170.0 880 62.82610 170.0 747 17110 683 170.0 698 170.0 831 107.8 1092 170.8 884 1489 1032 170.0 723 130.8 1032 170.0 747 117.4 1032 1700 766 97.9 1032 170.0 768 83.9 1032 170.0 788 73.4 1032 170.0 768 64 N 170.0 787 170.0 612 181.3 807 170.0 881 1382 007 184.7 730 120.0 907 1628 720 107.8 907 1460 714 868 937 141.1 710 896 907 140.0 709 89.1 807 140.0 708 80.8 807 140.0 700 801n 141.1 738 181.6 826 117.6 736 130.3 811 100.8 796 1160 699 882 735 108.2 800 78.4 735 98.8 003 70.8 728 00.1 678 668 736 91.8 574 60.4 738 91.6 974 44.1 736 91.8 674 83 in 121.9 008 130.0 670 101.8 866 111.8 667 87.0 668 969 647 78.2 866 80.1 638 877 868 83.9 631 80.9 688 78.8 626 999 000 769 521 469 800 78.6 821 38.1 888 768 821 •861n 1060 807 112.4 672 88.9 807 861 611 767 607 86.0 ' 801 00.2 807 77.1 403 00.8 807 71.9 488 83.0 807 87.6 481 442 807 83.4 478 37.9 807 827 474 33.1 807 827 474 72(0 81.6 810 88.8 443 020 810 73,0 434 863 '• 0 64.3 428 61.0 810 87.8 419 464 810 .63,3 413 40.6 810 60.0 406 34.0 810 469 402 262 610 44.4 389 26.8 810 44.3 305 7810 88.4 488 726 400 67.8 468 61.7 382 48.6 488 84,1 888 43.4 408 49.8 378 268 468 44.8 379 34.7 488 41.6 366 228 488 37.7 382 24.5 488 38.0 389 21.7 480 36.7 368 78 N 842 435 67.0 381 63.0 496 858 373 48.8 436 49.8 388 40.1 435 44.7 380 38.7 436 40.9 368 821 435 38.1 381 28.8 436 34.4 344 229 435 3228 341 20.1 435 322 340 0001 41.8 327 43.1 2170 34.6 327 38.4 288 28.9 337 .91.8 280 261 327 26.3 276 232 327 267 271 20.8 327 23.7 286 17.4 327 21.0 282 14.8 327 18.3 268 08 N 34.4 287 38.4 257 267 287 29.9 262 24.6 267 20.0 248 244 18.1 287 00.9 240 112 287 19.3 237 14.4 287 18.9 232 10810 242 227 24.7 208 20.2 227 20.8 201 17.8 227 18.0 198 4 196 111 N 729 216 227 194 18.8 215 161 161 168 216 16.8 188 120 N 17.8 184 17.8 187 TABLE 3B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Table (Iba) CAP.„,„,...) At tC9p PaKetrte Substrate: 5.700 anne 3.86 Cow. RoOm/CMU Red CMU PTWood !Betel (ANCHOR (D�)X`MUWONCAP.,,,�,®,°ANCHOR CAP.., USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED° CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. Anchor Type: 3(18" 0100(2 *con 114° Moo Macon 918° Mao Mecca 3116° Moo Ullmann v4 Etao Me= 1/4 88 E10 Aga/tee/tor 0216° Moo Ullman 1/488 Eden Aggretiator 910 8te01 Scams (fib) 812 Steel 8a�2(0 0) 1/12 stnet Screw (776) Edge oletmroe (dig: 1' 2412' 1° 9107 2-'1/5 0' 2-1/7 1° 24/3' 2' 3.115 r 648° 0.60 0.624° Embedment 04: 14/4' .1414' 1-374° 1414° r 1 -114° 1 4/4° 1 -1/4 1 -114° 1 -1/4• 1 -1/4° r 1-96• 1-3/5 Nee rye 4) 2Anthem 604.75 Man. 0.0. t Standard or O1tst 01119 (Mg. 1)1 390 9m 390 Wet 480 09 Wet 184419 27016e 200 09 364009 740 ib3 4000» 664 (9 1182168 328119 42011 800 89 4 Anchors 601.15 Mtn. 0.0 / Standard (or Offset) Clip (Fla. 2): 480113s 70010 NIA. NIA WA NIA 380 O9 WA WA WA NIA WA 86209 84011 1120 O9 4 Anchors 603'NN.O.C. /('p 2n6 Angie t21p5 !(Flg. 3): 7001* 70019 60009 166009 169909 64001 08099 WA 78016* 93811 86011 2384119 652 Ms 840108 112016 2Anatwre 60 945" Mart 09. /11•011p. NNW" Almon. (Fig. 4)1 WA WA WA WA WA WA WA NIA WA MIS WA WA WA WA 71810 1 Anchor IF -Clip (Fig. 6)f 19619 186169 2031* 445lbs 62219 13616 14069 17711 37009 23469 33218 69110 16316* 21019 28011 2 Anchors 601.16° 689 0.0J F-019 (Fig. 86: 24016 3001* WA WA WA WA 10039 NIA WA WA WA WA 32813 420119 880(01 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP FIGURE 1: • O • FIGURE 3: • • FIGURE 4: -r • FIGURE 2: • • • • ANGLE CUP MUST BE USED IN PAIRS. FIGURE 6: O • FIGURE 6: • • CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. TABLE NOTEB: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MUWON AND MUWON CUPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.56. ALUMINUM SHALL BE 6063 -T8 AND BE A MINIMUM OF .125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046° THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126° THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. -I 1.000° r-- 2.750" .376° 1 °X2.70'X.378'MULLION 501 1 2 X CV X e- f 1 yp� Ji mr- d� PRODUCTRI(VI8® as cons/Eying with the Slmlda Builang Acceptance •A: _ al 'ratioio ate , 2'(VAN7Y,ls ``1111(1111 li,, ,NO\AI LYNN 27/ /,/ * / No. 58705 .51 It : -0 V sT O1 w • . ORIOt;, 0, „,,S'ONA A. LY71GN MD ER, P.E. FL P.E.# 68705 TABLE 4A Mullion Capacity Table (Wale) 1 x 278 x .850 Alum. Minn Opening Width (for verticaly- spanning mullions) orOpentng He ght (for horizontally-spanning mullions) Win 00 01 7018 8001 8040 1001n 12040 14012 160 40 Rectangular Wading Tlg4rdeng. Loading Rer0ngu1r Loading Trepd80g. Loading Reonmguier Loading TrepTrla g. Loading Reotetguier Loath; Trep fry. Loading 900100 uler Loading 7m7)7dar0. Loading Rectangular loe8tg Tray/Mang. Loading Rectangular Loading Trap/Trap/Mang. laaOng R Watling 'Dap/Wang. Loading R r 1oacang TrLo g Loading 24/7 I 1 I 1 I 1 h i II i h i h 1.1)4" 14/0 1 -114• h 1 11 1 I (see note 4) I 080 the I W 498 I 1 II 288 the I 1 II 1 II ts 3 I78111 4240 170.0 820 170.0 436 170,0 744 170.0 478 170.0 888 170.0 608 170.0 862 170.0 618 170.0 1119. 170.0 621 170.0 1240 170.0 521 170.0 1488 170.0 521 156.7 1820 170.0 621 1338 1820 170,0 521 48 40 1700 708 170.0 524 170.0 888 170.0 654 1700 992 170.0 630 1700 1132 170.0 881 170.0 1278 1700 877 170.0 1417 1700 848 141.7 1417 170.0 888 121.8 1417 170.0 860 108.3 1417 170.0 888 580.625 In 170.0 747 170.0 883 170.0 898 170.0 831 170.0 1048 170.0 884 170.0 1186 170.0 723 1828 1288 170.0 747 140.3 1288 170.0 7588 121.6 1288 170.0 758 104.5 1288 170.0 788 81.4 1286 170.0 758 8440 170.0 707 170,0 012 170.0 958 170.0 881 1700 1118 170.0 754 160.7 1130 170.0 883 1338 1130 170.0 837 120.8 1120 1700 888 100.5 1188 170.0 881 88.1 1135 170.0 881 78.3 1130 170.0 881 W in 170.0 888 170.0 701 148.8 918 192.3 791 128.8 915 144.5 748 109.9 918 132.3 736 87.6 915 1239 728 87.9 918 118.8 720 732 815 114.4 716 82.8 915 114.4 716 54.9 918 114.4 715 831n 151.8 830 181.9 710 188.6 888 138.9 884 1085 830 123.2 951 94.9 830 1122 070 844 830 104.6 852 709 830 834 588 83.3 830 94.8 849 84.2 880 94.1 849 47.4 888 94.1 849 88 40 132.1 791 140.0 888 110.0 787 118.8 8,98 843. 757 105,8 588 925 787 99.1 514 734 757 89.1 808 80.0 788 542 800 530 787 79.0 593 47.2 787 78.2 881 41.3 757 702 891 72In 101.7 018 108.8 862 54.8 839 91.0 540 859 80.1 880 529 830 722 521 59.8 835 08.5 514 50.9 835 82.3 888 424 838 87.2 MO 30.3 838 88.3 497 31.8 838 602 497 55.5 671 90.4 498 72.1 671 76.8 488 . 1 57.4 470 84.1 571 88.8 471 430 571 805 454 43.2 871 51.8 459 300 871 47.0 451 00.8 571 44.8 447. 27.0 571 44.5 448 7840 80.0 642 834 474 827 842 70.8 485 87.1 842 88.1 458 88.0 , 642 60..7 448 44.4 642 81.0 442 40.0 842 47.5 437 33.3 542 428 428 228 842 40.8 488 25.0 542 401 423 90In 52.1 407 5337 301 434 407 45.4 355 37.2 407 39.8 349 326 407 353 343 209 407 32.1 395 200 407 29.8 934 21.7 407 29.1 327 18.8 407 24.1 322 103 407 29.0 319 88 N 42.9 388 44.1 320 308 958 972 314 30.7 358 324 888 208 058 28.8 334 238 388 201 300. 21.6 358 24.0 200 179 985 21.0 288 18.3 988 192 284 138 N 301 283 30.9 255 231 283 25.9 251 21.5 280 228 247 108 283 19.9 244 107 289 100 240 101 283 18.5 237 1111n 27.8 287 28.3 242 23.1 207 23.8 238 198 257 209 288 17.3 887 129 231 16.4 287 185 229 120 In 22.0 220 223 209 138 788 10.8 205 10.7 229 18.2 202 • TABLE 46 Anchor Capacity Table (Ora) P001 rCapPatterns 5053tmta 2.75 Concrete 3541 Cons Follow CMU Med CMU P7 Wood Metal Anchor Pipet 9 sits V4'IaaoUOreooe S/16*Ebc tw ®an 3480° Et00115recon 1/4'Eoo Ultraecn 1t4°SSEtoo AgBrecdator 8/18'Et00 Macon 174.88 Enao Aggreoator 010 Steel 80rear (05 0128ted 5arao(39) 61284'1 5arow(n5) Edge Malmo 510: 1• 2112' 1" 2.1/2° 3.4/17 1' 2.112 T 24/7 2 3.1/8° 2 0.48" 0.54' 0.327 Embedment 610: 1474° 1.314" 1.3/4" 1.948" 2 1 -114• 1.1)4" 14/0 1 -114• 1.174° 1.114' 2 1418° 14/8° (see note 4) 2 .• ... 84.7111010.0.0. Standard or • ": -' Cilp 943. 1): 080 the 390 the W 498 600153 1644 05 27015s 288 the 364 Ms 740153 488165 894153 1182163 328160 420 pre 55005 4Asohors 61.15' Mb1. 0.C. /Standard (or Meet) Cup (F1g. 241 480 @8 79055 WA NIA WA WA 351 8 N/A WA WA WA WA 882753 0 1720 55 4 Anchors ®2' MN. O.C. / (2) 2x5An01e Clips 194g. 341 780 159 788 t53 950155 1580163 188895 840,65 880 ♦53 NIA 788 the 930 85 888160 2884 005 85215 113005 2AnMOm cS 045' Min. 0.0. t U•COp, Into 1/5'AIum, Mg.441 NIA WA N/A N/A NM WA WA WA WA WA WA WA WA 718153 1 Anchor / FCOp (Fig. 6): 188153 18816s 225153 445 Re 822 the 196153 140158 17755 37005 294 55 332163 50116s 163153 21015e 288153 2Anchors d9 1.18" W. 0.02 F-05p (Flg.841 240153 588 the WA WA WA WA 100 05 WA WA WA WA WA 328153 420153 68005 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: • O • FIGURE 3: • • FIGURE 4: IHI FIGURE x • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 6: • FIGURE S: • • CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP. �, PP..) X k =ANCHOR CAP. MULLION CAP.,.„„,„, USE THIS FORMULA TO OBTAIN THE °ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS I8 ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT- FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 8083 -76 AND BE A MINIMUM OF .128' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046° THICK (18 GAUGE). STRUCTURAL. STEEL TO BEAT LEAST .128' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL -..� 1.000° I-- 2760° j/ • 1'X2.76°X.880'MUWON L m P z 2 LG 2 €418 ek PRODUCTRBVl3BD its Banding 1 with the Fled* Code Acceptance No .•Cr✓ • Redact 1tt14 III 17 \\\''ON t LYNN 41/</�//i �'��•'t, \GENSF •'�� iii * ' No. 58705 ST rill : 14/ /' / /J,`91 '0NA1� E.,.. A. LYNUMILILIE t P.E. FL P.E.# 68705 TABLE SA Mullion Capacity Table (baI t2) 1° x 3.126 x Tub Alma Opening Width (tor14110cally-spanning m100110) or Opening Height (tor horbbnt5ty- 3pannlng mr4Uons) 8045 8016 7010. 6081 5015 100(0 1201n 140 in 1801n Roolergulwr Loadl1 Tra3Y015,g. 1:46969 Rect igv4ar Lo63g TtapiTdano thadIng Re04ngule7 toeing Tre8Tr1e119• Loading Regular Loafing 7574785,19. load nu R901119u19r Loadb0 76684104 Loading Rectangular 51 .055 Tr5p!7rlartg. Loading Rectangular Lasting 7658049. leading Rectangular Loa(Bn5 Tre74T019. Loadng Rec(mgl485 Lo 4154 7639/789/4 L08419 11 li 11 II 11 l !I li II li 13/4° ii 11 li 11 1 11 ii II li ! 1.318' 11 li fi ii 11 ii ii li II li 11 li !I ia- 11 g 3 2 •� 421n 170.0 820 170.0 435 170.0 744 170.0 478 170.0 888 170.0 608 170.0 892 170.0 618 1720 1118 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 021 170.0 1735 170.0 621 154.4 1802 170.0 621 481 170.0 708 1780 624 1700 850 170.0 584 170.0 892 170.0 530 170.0 1133 170.0 681 170.0 1276 170.0 677 170.0 1417 1780 880 167.7 1877 170.0 880 138.1 1877 170.0 680 116.2 1877 170.0 880 60.8251n 170.0 747 1780 883 170.0 898 170.0 831 170.0 1048 170.0 684 170.0 1188 1780 723 170.0 1345 170.0 .747 170.0 1484 1780 759 141.7 1498 172.0 788 121.8 1496 170.0 768 108.3 1485 170.0 758 54 la 170.0 787 170.0 812 170.0 088 170.0 851 170.0 1118 170.0 784 170.5 1278 170.0 803 186.1 1401 170.0 837 1485 4401 170.0 858 124.8 1401 170.0 881 1088 1401 170.0 861 93.4 1401 170.0 881 5916 170.0 886 170.0 701 170.0 1033 170.0 797 1835 1158 170.0 878 1387 1188 187.0 926 1233 1168 188.8 917 111.0 1188 1487 810 925 1168 144.8 903 793 1168 144.8 803 884 1188 144.5 903 8316 170.0 830 170.0 745 159.8 1049 170.0 859 137.0 1049 188.5 859 1188 1049 141.7 846 1088 1045 1320 638 989 1049 1228 828 788 1049 110.3 820 59.8 1049 118.6 819. 885 1048 118.8 819 6640 1088 885 170.0 789 1380 955 151.3 804 1181 955 1337 788 104.2 986 121.4 776 82.8 985 1128 785 534 866 1084 767 59.8 555 988 749 89.8 955 06.7 748 52.1 985 827 748 72In 128.8 603 134.8 597 107.0 803 114.9 882 81.8 808 101.1 670 80.3 803 91.2 659 71.4 803 83.9 849 642 803 788 842 53.5 599 722 832 45.9 803 69.8 628 40.1 809 599.7 827 78In 1082 721 114.1 829 91.0 721 07.0 6113 730 721 85.1 805 68.3 721 76.5 595 80.7 721 701 588 84.8 721 85.4 579 46.5 721 68.4 589 39.0 721 888 684 34.1 721 651 583 78In 101.0 594 159.4 508 842 884 884 587 722 884 764 878 83.1 884 70.4 597 881 864 84.4 559 59.5 684 98.9 551 42.1 884 54.1 541 38.1 884 81.3 835 31.8 884 .686 534 4016 85.5 514 87.9 466 54.8 614 57.3 446 47.0 514 80.0 440 41.1 514 44.8 433 36.8 514 40.5 427 328 814 37.3 421 1 27.4 514 33.0 412 23.6 514 30.4 406 20.8 614 290 403 08 N 54.2 459 667 404 45.2 452 47.0 398 3.5.7 452 40.9 390 838 482 38.4 384 30.1 462 329 976 27.1 482 323 373 22.8 452 288 595 19.4 462 242 359 185 462 228 388 108 In 381 357 328 522 31.7 357 32.7 317 27.2 387 264 312 23.8 387 252 359 21.1 357 227 303 180. 387 206 289 168 387 18.0 283 138 357 182 287 .119 357 18.0 253 111 N 35.1 339 368 959 29.2 330 59.1 591 25.0 338 281 598 219 338 231 292 ' 19.5 336 209 259 17.8 338 180 284 1 14.6 998 185 278 12.5 338 14.8 273 11.D .. 338 13.8 289 12010 27.7 289 28.2 268 23.1 289 23.7 289 188 289 20.8 258 17.3 289 18.1 262 15.4 289 19.3 245 139 239 14.9 248 11.6 288 12.8 240 89 .288 11.4 238 8.7 299 10.4 232 .TABLE 8B Anchor Capacity Table (Iba) AnchorClip Patterns Substrata 278 Cono(810 3.5k Caro. Holtar CMIT 70131CM11 PT Wood Mated Moro Typo er18° Moo Macon 1t4' Moo NVeoon 8118'Moo moss 8/18° Etoo to moon 114° Moo Ntrecor 1/4° 88 Boo 95530a107 8"16' E150 Macon 114° 868490 98568ata 81051ed Screw(( 612 Steel 8otma(r 5) 812 Steal 988w (05) Edge Oletal0e84 1° 2412' 1° 2.1/2' 3.110 1° 2112' 1" 2 -112' 2' 34/8° 2' 0.46' 054° 0.324° Enmbedm0t(In) 13(4' 1.3/4° 13/4° 1414° 2' 1.187 1 414" 1 -1/4• 1.114° 1-94° 1 -1/4' 2' 13/8' 1.318' (see note 4) 255111556 04.78' Min. 49 /8(5,1468 C11p no 1)1 380 (bs 3901 s 459168 89038 1644 64 270 tbs 280168 35454 74014 48014 634 344 118254 326405 420I56 600 6-- 4 Anchors 01.15'Mtn OC./ Stsn66dOlp(Flu. 2): 480lbs 700164 WA WA N/A N/A 3801s N/A RVA N/A WA N/A 85216¢ 84034 1120 (14 4Anobois 69 3° Mn. O.C. / ( 2 ) 9 : 5 C8ps (810 3): 780 Ms 780 84 88014 188034 189838 84034 58034 NIA 78014 93814 859 54 2384 94 65214 8401bo 112094 3Anohas 0 845° Mb. 0.R / 44214, Ids 1/8° Alum. ('38 4 WA 14/9 NIA NIA . NIA WA WA NIA N/A NIA NfA NA WA WA 1074 3s 1 M06or/ I'C09 (719. 4 19884 198 Ws 22638 44508 822 Ms 13514 140113 1775,s 370 Ms 284 Ms 3323¢ 5913s 16334 21038 280 Ma 2 Anchors 01.16° M3.0.0 / 7.011 (Fig. 8): 240108 350164 N/A NIA .NIA WA 18004 NIA N/A NIA NIA N/A 328594 42014 66015 OTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE 1: • O • FIGURE 3: • FIGURE 4: • • • FIGURE 2: • • • • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 5: O • FIGURE 8: • • ANCHOR CAPACITY ADJUSTMENT FORMULA( (0P )x ( ANCHOR CAP.,,a.1 =ANCHOR CAP.„, MULLION CAP.,,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT 13 LOWER THAN THE MUWON CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDTITONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C -80. WOOD SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE WITH AN 50 OF 0.55. ALUMINUM SHALL BE 608345 AND BE A MINIMUM OF .125° THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126' THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1 1-1.000° -I 1 °X3.12GX.5'MULLION {1' VF MULLION) Z OJ_ 2 w P 2'a.+ Z 2 6 8 X M rn m 1 O EEQ )'RODUCTRBVISf'3 ®centplyIo whhth9Plmtda BAcaeptenr6 N0 / - h ..::Y /4X/46(. 1 a�4Pr0duot(�+ 1 ```` ONE IYNN •'•JGEN3F 7: ' No.58705 • • 16 87A O �i . . �OR 10P•"t4 Art-'s!• ':7-:. A. NW IMMILLEtR, FL LY A.E.# 58705 P.E. TABLE 6A MuMon Capacity Table (IbeHt8) 1 x4x.125 AMU oTube e Opening Width (forasrioaByspanning mullions) or Opening Height (for horizontally- spanning m01o118) 80In 60 In 701n. I SO In 901n 100In 1201* 140In 180In 0801009107 Loading T1BpRdang. Loading Rectangular Lo06109 Trap/Mang. Loading Rectangular Loading TsNT118ag. Loading Reo10ni Oar tens Trap/Mang. Loading Rectangular Loading Tnaptidsng. Laedlny Rectangular Loading 118p/Mang. Loading Rectangular Loao7ng Trap/Tden9. Loading Rectangular Losdle9 Trap/Wang. Loading Reotargutar Loading Trap/Meng. Lowing I 1 p A 421E 170.3 820 170.0 436 170.0 744 170.0 478 170.0 808 170.0 608 170.0 852 170.0 819 170.0 1118 170.0 801 170.0 1240 170.0 821 17190 1408 170.0 621 148.8 1409 170.0 921 127.3 1488 170.0 821 481* 170.0 708 170.0 824 170.0 860 170.0 584 170.0 992 170.0 830 170.0 1133 170.0 881 170.0 1278 1700 877 188.3 1303 170.0 860 130.3 1909 170.0 880 111.7 1303 170.0 680 87.7 1303 170.0 680 80.0281n 170.0 747 170.0 563 170.0 888 170.9 031 170.0 1044 170.0 904 170.0 1185 170.0 723 188.1 1235 170.0 747 140.8 1238 170.0 788 117.1 1238 170.0 788 100.4 1238 170.0 788 87.8 1238 170.0 788 041n 170.0 797 170.0 812 170.0 956 170.0 681 170.0 1110 170.0 784 184.4 1188 170.0 803 137.2 1188 170.0 837 123.5 1188 170.0 898 1029 , 1168 170.0 861 88.2 1168 170.0 861 77.2 1188 170.0 881 801n 170.0 888 170.0 701 188.7 1042 170.0 767 142.9 1042 181.1 832 125.1 1042 1407 818 111.2 1042 138.8 801 100.0 1042 1302 791 83.4 1042 128.1 782 71.0 1043 125.1 782 826 1042 125.1 782 83 in 1700 930 170,9 748 181,2 883 183.8 818 129.8 992 144.4 799 1124 992 131.0 782 100.8 982 121.4 788 90.7 992 114.8 788 708 882 1024 745 84.8 892 108.0 744 807 992 108.0 744 8681 18&4 847. 170.0 769 137.8 847 148,0 786 116.1 547 1303 780 103.4 947 117.7 782 91.8 847 106.7 798 827 947 102.2 727 829 047 95.1 713 89.1 947 84.0 711 '61.7 847 94.0 711 72In 1300 849 1427 T37 113.2 849 1218 712 974 849 108.9 708 844 849 904 806 78.8 848 86.7 600 874 849 522 875 000 948 78.3 889 48.5 845 728 862 425 848 724 661 78 in 116.6 782 120.7 886. 88.3 762. 1028 682 028 782 90.0 010 722 ,782 80.9 829 84.2 782 742 620 57.8. 782 69.2 613 46.1 702 528 602 41.3 782 69.5 897 384 762 854 895 70In 1009 724 111.4 634 820 724 84.0 821 783 724 828 808 808 724 74.4 569 69.4 724 88.1 091 53.4 724 63.4 683 44.8 724 57.3 873 302 724 84.3 687 33.4 724 628 885 90In 69.8 843 71.8 483 080 543 60.7 474 45.7 843 528 498 432 843 47.1 468 35.8 643 42.8 482 34.8 843 39.6 446 28.0 849 34.9 438 24.8 543 321 430 21.7, 843 30.7 428 881n 07.3 478 68.9 427 47.8 478 49.7 419 40.5 478 43.2 412 35.8 478 38.5 408 91.B 478 34.8 400 28.7 478 32.0 396 23.9 475 281 898 20.8 478 28.8 280 17.9 478 24.2 378 108In 403 377 41.1 341 33.6 377 34.8 338 288 977 30.0 390 28.2 377 28,8 325 224 377 24.0 321 20.1 377 220 317 16.8 377 19.0 310 14.4 977 17.1 904 111 In 37.1 367 37.8 323 30.9 907 31,8 315 28.8 387 27.6 313 23.2 367 24.4 309 we 387 220 308 18.5 347 20.1 301 18.4 357 17.4 294 120 In 25.3 306 35.8 279. 24.8 908 28.1 274 21.0 308 21.7 270 18.3 209 10.2 287 18.3 308 17.3 283 144(0 17.0 212 17.2 106 TABLE 6B ANCHOR CAPACITY ADJUSTMENT FORMULA: Capacity Table (Ibe) ANCHOR CAP.,,,,,,,,,,\ AfcliorCIIp Pattern Sututrata 2711 Concrete 3.63 Ho6cwCMU Filed CNC RT WOOD Metal (DP,w}X {MULLION CAP.... a ANCHOR CAP. USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. Anchor 'Noe: 9/18'' Boo Clam 1/4° 51001518109 0/16° 9100 10569x9 3/18' Goo mtracon 1/4° Emo (214003 114° SS F.no Ag9rec41 ale' oao Mme' 1/4" 88 Elco A3g•cata 51066901 > (� 51284051 (�7 912 Steel soaee ("' Edge Distance @011 1' 2-1/2' 1° 2-1/2' 3-1/5' 1° 2-172' 1° 2.1/2' 2. 3.1/6° 2° 0.48° 0.64' 9.224° Embedment «05 13/4° 1-3/4• 1.3/4° 1.3/4° 2' 1 -1/4° 1 -1/4° 1 -1/4° 1.1/4° 1 -1/4" 1 -114° 2° 14/8° 1-3/8° (see note 4) 2 Anchors ® 4.76° Ma 0.0. / Standard Clip (Fig. 1 or2) 380189 950 @6 46015 890 Re 1844 (8 27015 280105 354 ire 740 Ns 486 me 66415 118215 32815 420 N1s 660 Its 4 Anchors ig 226° MM. 0.0. / Stende:8CNp (Flg. 3): 780 (48 700158 80015 1410159 962lbs WA 080 Its WA 83015a Nil 880186 14/A 052158 840 Ms 1125 Nil 8 Ancim6 ®1.16° Min. 0.0,101814814 CNp (Flg. 4): 980 t s 1400145 WA N/A N/A WA 760 g• WA WA WA WA WA 1304 Ns 1880188 2240 (86 4Anohors 03' Mk. 0.0. /(2)296 Angle Clips (FM. 4 79015 780156 900158 1780155 3288188 540010 680 15 708180 1480185 938158 1328189 2384196 862 (89 84015 112015 8Anahms 90 3° Min. 0.C. / R) 248 Angle CND (Fig. 8): 1170469 1170 its 1020159 2340613- 2844 We 810150 114015 WA 114015 140415 1320100 3548@9 978 g s 128015 188015 4Ancha6 (S 0.40 Mh.0.C. / U-C114, Into 1/8 -Alum (Fig. 75 N/A N/A WA WA WA WA WA WA NIA N!A WA WA WA WA 1432185 --y 1.000° f+- 2And= ® 226° SOL 0.C. / F-Clip (Fig. 65 35015s 3501 s 20015 70515s 478 Ns WA 280 t s WA 3181 s 015 440159 5(89 328158 420 Ns 880 Ns 4Anchors (01.16° Min. 0.C. / 34115 (Mg. 9): 480100 700188 WA WA WA WA 3860158 WA WA WA WA WA 852158 840189 1120150 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP ' FIGURE I: FIGURE 2: FIGURE 3. FIGURE 4 FIGURE 8 FIGURE 9. TABLE NOTES: NaZZRZP 1: • o 0 0 o ° ° • • 0 0 ° 0 • 0 0 • o • o o • o • • • • • • • • • o • o • • • • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 4000' 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL. FIGURE 5: FIGURE 6: FIGURE 7: MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED W THE FIELD • • • • • • • • • • d FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACl 301 SPECIFICATIONS. HOLLOW AND GROUT - FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PIMP w9ria AN SG OF 088 ALUMINUM SHALL BE 0003-TB AND BE A MINIMUM OF 128° THICK STEEL ANGLE CLIP (FIGURES 68&6) MUST BE USED IN PAIRS. STUDS TO BE A MINIMUM GRADE 33 AND .045° THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126" THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1° X 4• X .126' MULLION 8" a 1 1 1 N 0 PI4Gl0UCTEEV1S75U is orneplylng with the Fhx(9a Buildwg Cede A0og1lm�a No e' b 1 .. .ndldte BY. : Pmduat `�t(tlllill /// �'at', btGENSF • ;�t iii * r N0,58705 •13 • It 3011 '1W` A. L /YNN MILLER,1P.E. FL P.E.# 88705 TABLE 7A MuMcin Capacity Table (400/O2) 1 x 4 x 3T8 Alum. Tube Opening Width (for lerecelig -span ngmullions) orOpeningHeight (forhorFoontaly- spanningmullion) 801n 80In 700 80 in 90In 100 81 120 b1 I 14001 18081 Reotartglaar Loading T017Vrdang. Loafing Reotoo84er Loading RapfThang, Loading Rectangular Loading Tre9NTdang. Loading Rectangular 1604001 T07170ang. Lo0d81g Rectangular Loading Tract-Mang. Loading Rectemutar Loading Trap/T808. Loading RecOn910ar Loading TtapiTdeng• 1o9r8og Re9tarro10ar Loading TIaPRdang. Loading Redo/• 0or Loarbng Trapl fang, LoarOng il ii I !I li 11 li 1 ! ii If i f t B 420 1700 820 170.0 438 170.0 744 170.0 478 170.0 888 170.0 508 170.0 992 170.0 819 170.0 1118 170.0 511 170.0 1240 170.0 621 170.0- 1488 170.0 821 170.0 1738 170.0 821 175.0 1883 170.0 521 48 In 170.0 708 1780 824 170.0 850 170.0 884 170.0 882 170.0 830 170.0 1139 170.0 881 170.0 1278 170.0 877 1702 1417 170.0 880 170.0 1703 170.0 888 170.0 1883 170.0 880 181.8 2024 170.0 880 40.826 In 170.0 747 970.0 993 170.0 888 170.0 831 170.0 1048 170.0 884 170.0 1185 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 788 170.0 1793 170.0 788 1880 7919 170.0 788 129.5 1919 170.0 708 0418 170.0 797 170.0 812 170.0 860 170.0 881 170.0 1119 170.0 764 170.0 1278 170.0 803 170.0 1434 170.0 837 170.0 1594 170.0 566 1888 1788 170.0 881 137.1 1788 170.0 881 1280 1788 170.0 881 80In 170.0 886 170.0 701 170.0 1263 170.0 797 170.0 1240 170.0 079 170.0 1417 170.0 844 1700 1894 170.0 998 1886 1819 170.0 1033 129.8 1519 170.0 1083 111.0 1819 170.0 1083 97.2 1019 170.0 7083 8381 170.0 830 170.0 746 170.0 1118 170,0 880 170.0 1302 170.0. 840 1780 1488 170.0 1018 188.7 1842 170.0 1078 141.0 1842 170.0 1122 117.5 1542 188.8 1188 100.7 1842 187.8 1197 88.1 1642 187.9 1187 88 In 170.0 974 170.0 789 170.0 1188 170.0 903 170.0 1284 170.0 1002. 1688 1472 '170.5 1088 1429 1472 188.8 1148 128.8 1472 188.8 1130 107.1 1472 147.8 1188 91.8 1472 1480 1104 80.3 1472 1480 1104 7218 170.0 1083 170.0 878.1170.0 1278 170.0 1009 180.8 1320 1882 1101 1320 1320 1489 1082 117.3 1320 137.8 1088 108.8 1320 128,8 1049 88,0 1320 117.0 1024 784 1220 112.8 1013 56.0 1320 112.8 1012 78 N 170.0 1172 170.0 937 148.8 1184 189.4 1013 128,2 1184 139,9 994 1122 1184 1287 978 85.7 1184 118.3 884 888 1184 107.0 862 74.8 1184 57.8 896 84.1 1184 93.1 927 68.1 1184 923 828 751n 168.1 1124 170.0 987 138,4 1124 147.0 988 119.6 1124 .128.0 947 103.9 1124 116.8 939 83.3 1124 108.8 918 93.0 1124 98.5 808 882 1124 89,0 890 89.3 1124 84.3 881 81,8 1124 83..2 878 0 0 01 1 9 9 . 1 0 4 4 1 1 1 . 5 7 0 0 0 0. 1 84 4 54 .0 798 772 844 821 724 670 844 78.3 712 80.1 844 88.8 702 540 844 810 883 480 894 84.2 878 380 844 80.0 488 1330 844 47,7 982 OS In 081 742 91.6 883. 74.2 742 772 862 89.8 742 87,2 841 587 742 89.5 831 48.5 742 84.1 822 44.8 742 49.8 914 37.1 742 48,8 800 31.8. 742 388 880 27.9 742 87.8 094 105 In 828 888 83.9 830 621 888 830 921 447 880 48.8 813 39.1 688 41.4 603 34,8 888 37.8 488 31.3 888 34.2 492 28.1 688 288 481 22.3 888 288 472 18.8 888 24.7 488 1111,1 57.8 655 88.5 803 48.0 888 490 496 41.2 888 42.8 487 88,0 868 99.0 400 32.0 888 342 479 28.8 808 31.3 487 24.0. 886 27.1 451 20.8 888 24.3 448 18.0 569 224 442 1201n 46,8 478 48,4 433 880 478 39.0 428 328 478 33.7 420 288 475 288 414 26,3 475 280 409 225 475 24.6 404 180 478 21.1 398 18.9 478 187 387 14.3 479 17.2 381 144In 26,4 930 28,7 306 220 330 22.4 901 18.9 330 18.3 287 188 330 17.0 203 TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor city Tabhl(W) ANCHOR CAP.,,e,,,,oa Anchor Clip Patterns 9002-1109• 2.7k Concrete Hollow CMU Fled CMU PTW004 8� (DP,,) X ( MULLION CAP.„..„„ =ANCHOR CAP „., USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT 15 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. An0Y807990: 3/15 Eloa <larecon 104° Elan U1bsnon 0118' 0010 U8r0ooe 0118° Elan WUmcon 1/4' Eke Ultimo 188' 88 EIW Aggr905to7 6778° Eloo Ultawn 144° 89 0100 0417005100 810 8ted Sae'? P6) #123ted ft" (145) 612 81881 S0Ox1(0% E36515lstonse Mx r 2.112' 1' 2-1/2° 34/81 1° 2-112° r 2 -141' 2 8.1/1° Y a45 0.54" 0.624" Embedment (•B 14/4" 1314° 14/4" 14/4" 2° 1 -114° 1 -114 1 -1/4" 1 -1/4' 1414" 1 -1/4° 2° 1418° 1.3x5 (lee note4) 2Anohore c5 4.7. Min. O. ; . -...., • ip " u 1 or • 390 i.,: 3501s 460 @5 688 Ib9 1844 ws 27035 note 384 M0 , 74010 480 Ws 684105 1182105 328 me 4209,1 660 Ike 4Anchors 0 226106 0.0.1 Slmdsrd Cup (0.g, 36 700Iba 700408 680 tb0 141015 (582409 WA 810100 WA 534 100 WA 680100 WA 852185 840103 1120105 8Ano000 6E 1,11° Mini 0,0.1 statue Cup (Flg, 4): 100168 1400100 WA WA WA WA 780162- NIA WA WA WA N/A 1304 ma 1080402- 2240105 4 Anchors @ 3' Mon. 0.0. / (2) 218 Angle Ups (P& 66 788 Ms 780185 000108 1780 Ms 328809 84010 880108 708100 1480 ms 538 Ma 132958 2384 408 652 g0 840150 1120188 B And= 63 3' Mk 0.C, / (2) 211 Aught 01126 (Flg. 86 1170 Its 117010 102080 234080 2844100 810103 84080 WA 1140109 1404168 1320 ma 354880 978 Ws 1280161 1680110. 4 Anchors at 0.45 Min, 0.0.1 U4396 Into 1/8°AkOL (Pg. 7): NtA WA N/A N/A WA NIA WA NIA WA WA WA WA WA WA 1432103 2A003e d2- 2217 Mtn. 0.C, / Palp (59.86 35511300 38010 280165 70110 47810s WA 280106 WA 318 BO 090 44080 0105 32600 42010 080.410 4 Anohars (01.16° Mk 0.0. / F42Ip p10. 96 48810 700168 WA 07A 044 N/A 380188 N/A WA NIA WA WA 852833 840106 1120 018 LOW° f` NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 1: FIGURE 2: FIGURE 3. FIGURE 4. FIGURE 8 FIGURE 8' TABLE NOTES: j���� �� ,378 T • o o ° o ° ° • • 0 0 0 o • ° 0 • 0 • ° 0 • ° • • • • • • • • • o • ° • • • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 4,000' 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS* ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL FIGURE 5: FIGURE 6: FIGURE 7: MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD • • • • • • • • • • • FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT - FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AM Ala (1F tt TA Al I IMIMI IM 010481 1 AF R(IW:LTR 64871 1017E 04488404/158 A0 100" mini( ATCPI A711115 TA AP A MINIMA IM ANGLE CLIP (FIGURES 586) MUST BE USED IN PAIRS. GRADE 33 AND .048• THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 1 °X4 X.375°MULUON 14 I !g I PRODUCT REVIBBD as complying with the 3lorfde Building Code Acceptance No TABLE 8A Mullion Capeotty Table (Ibalfe) 1.28°x 3.18r x .265" Alum Tub e Mull Opening Width (tor ver6cagy apannIng mullions) or Opening Height (tor horloon40y- spanning mullions) 80In 80 In 7019 80In 901n 10D In 1291n 1401n 18010 Reotangalar Leading TO:WmenB. Waling Ir ReotangWar Loading 108 Mang• Loading Reota(uIsr Loading TmrtTdag. Loading Rectangular Loading Tmp/rdeng. Loading Reota:guier Loading Trap/Mang. Loading Realergular leading Tmp/Tdarg. Loading ReolenBWer' Lineup Tm➢/Tdeng. Loading Rectangular Loading Tmpfrdsng. Loading Raoten001ar Loading Trap/Mang. Loading 2.115 2 il g I 11 a 1 ia 1 l la 1 a 1 l la 1 la 1 1a a 1.98" a il a 11 ii a 11 1 il a 11 il OO a $ 1 ii l a 11 1 il la 11 il 11 11 t 42117 4 Andvari 01.18' Mht O.C.! Standard Clip (Fly 2): 4801be 70005 WA WA NIA WA 38005 WA WA WA WA WA 85265 8401135 510 170.0 1118 170.0 621 170.0 1242 170.0 521 170.0 1488 170.0 821 170.0 1736 170.0 521 161.8 1769 170.0 621 48 in 170.0 706 170.0 824 170.0 880 170.0 884 170.0 882 170.0 830 170.0 1193 170.0 001 170.0 127B 170.0 677 170.0 1417 170.0 480 184.8 1848 170.0 880 1327 1648 170.0 880 118.1 1648 170.0 880 80428 In 170.0 747 170.0 683 170.0 808 170.0 831 1720 1048 1704 884 170.0 1193 170.0 723 170.0 1346 170.0 747 187.0 1406 1700 768 139.2 1488 170.0 788 119.3 1488 170.0 788 104.4 1455 170.0 788 8411 170.0 707 170.0 612 1700 888 170.0 891 170.0 1118 170.0 784 170.0 1278 170.0 803 183.1 1976 170.0 837 148.6 1378 170.0 888 1223 1378 1700 861 104.8 1578 170.0 901 91.7 1378 170.0 881 80In 170.0 885 170.0 701 170.0 1089 170.0 767 188.8 1168 170.0 878 159.0 1108 107.4 839 -, 1238 1168 168.8 818 111.2 1188 150.0 912 82.7 1158 1444 908 704 1188 144.8 806 69.5 1108 144.8 958 6319 170.0 830 170.0 746 1501 1081 170.0 850 1372 1081 1864 882 120.1 1051 142.0 848 106.7 1061 132.3 837 98.1 1081 126.7 830 80.1 1081 119.5 822 88.8 1061 1101 621 800 1081 119.1 821 88In 187.1 957 170.0 789 138.3 087 181.8 808 1124 987 134.0 780 104.4 957 121.8 777. 928 557 1128 787 830 687 1084 789 89.8 9577 100.0 780 89.7 957 084 748 822 657 98.9 748 7219 1287 804 138.2 888 107.3 834 118.2 884 81.8 804 101.3 871 804 804 914 880 71.5 804 84.1 860 64.4 854 788 843 838 804 723 833 48.0 804 08.9 626 40.2 804 89.8 828 78In 109.4 .772 114.4 830 91.2 722 972 816 76.2 722 65.3 808 58.4 722 78.7 888 00.8 722 70.3 888 64.7 722 68.6 680 46.8 722 528 870 39.1 722 68.7 865 342 772 882 004 7819 1012 085 1028 800 84.4 695 80.9 888 723 885 78.8 877 83.5 665 70.8 808 522 886 64.8 1380 500 BBB 80.1 889 422 886 54.9 843 38.2 886 61.4 837 31.6 BBB 807 838 90In 88.8 818 88.0 487 54.6 816 67.6 446 47.1 816 60.1 441 41.2 618 44.7 434 39.8 816 400 428 33.0 815 37.4 422 272 618 23.1 413 23.6 615 30.8 407 200 518 28.1 404 901n 54.3 483 88.8 404 46.3 453 47.1 387 528 483 41.0 381 326 483 304 386 302 483 334 379 27.2 483 324 374 22.8 453 28.8 208 16.4 483 24.3 380 17.0 453 22.0 388 108 N 38.1 368 29.0 323 31.8 358 328 318 27.2 358 25.4 313 238 388 25.2 308 , 212 358 227 304 101 350 20.6 300 109 558 18.0 293 11110 35.1 338 30.9 398 29.3 338 35.1 301 29.1 396 28.1 297 220 338 23.2 293 19.8 338 20.9 289 17.8 838 18.1 388 120 N 27.8 300 208 384 222 290 33.8 280 108 280 208 288 17.4 280 18.2 283 18.4 286 104 249 14401 101 201 182 188 TABLE 8B Anchor Capacity Table (810) Anchor Clip Patten Brmstiataa 2.73 Comte 9.6k Cony. Hollow CMU FOIed CMU PTWood I Metal Anchor Ty15 8/18 Elio NOaoorl V4' Elan Ullman 8118° Elan Ultra 9118 Elan tetra on 1/4° Ebo Macon 1/4' 86 Mee Aggm8etor 8718° Mao Mao= 1/4" SS Eloo A90130033 810 Masi Bores (05) 612 Med Baew 105) #12 Steel 80103/ 06 8400 Malabo (32 1° 2.172' 1" 2 -1f7 3.18' 1" 24/7 1° 2.115 2 2.W 7 040' 0.84' 0.324° Embedment Mk 1414" 14/4' 14/4' 1.1/4• 7 1 -0/4" 1.1/4° 1.1/4° 1414" 1414" 1 -114° 2" 1.98" 138" (gee note4) 880 Ore 2 Anchors eg 4.70° Mgt 0.C.! Standard Cop (71915 380 lbe 300115 480 05 89065 1844133 270133 2801133 35405 740 138 488100 884150 1182133 32813e 420130 4 Andvari 01.18' Mht O.C.! Standard Clip (Fly 2): 4801be 70005 WA WA NIA WA 38005 WA WA WA WA WA 85265 8401135 112005 4 Amhara at 3" M113 0.0. / 54 280 Angle Cops (fl9. 3) 780 05 78013s 860163 1880 tbs 1888163 8401bs 580133 WA 750133 93805 89085 238405 852153 840133 112005 4 Anmhom ® 0.48" Min. 0.0. / UCIip• bd01!8" Atum. (FIB 4X WA WA NIA WA NIA WA WA N/A WA WA WA WA N/A WA 1432 Ms 1 Anchor / King (F0.8): 180115 16505 226 05 448 132 822133 13505 14005 177165 37005 234133 332133 681133 183160 210!36 250 (53 2 883945 5)1.18" Min, 0.C. / F-Cap (Fly 8k 24005 1 38005 WA N/A WA 4 WA 18005 WA WA WA WA WA 228133 42013s 680158 NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP FIGURE 3: • FIGURE 4: FIGURE 8: • • • • 0 • FIGURE 2: • • • • • FIGURE 8: • • ANGLE CUP MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: 0, 9.) X ( ANCHOR CAP.,,°,,,,o, .ANCHOR `MULLION CAP.„,.,,,, USE THIS FORMULA TO OBTAIN THE 1,NCHOR CAPACITY REQUIRED° CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. TT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTAi CATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS 15 ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE HELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT- FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.68. ALUMINUM SHALL BE 6063 -T6 AND BE A MINIMUM OF .125° THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126" THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 1.26 X 3.188' X .285' MULLION (1 -1/4° VF MULUDN) z 0 2 z j m 1 O„S 0) 0 3 PRODUCT REVISED as cm57131 r5 vr hhdl0 Florida Building Code Accaptaaa No li _6 /' / ado Product •,,G , ,T1111IlI17( /!7 */ No.58705 � � ••• $T TE O ,� A. LYNN /I4ILL�R, P.E. FL P.E.# 68705 TABLE SA Mulllon Capacity Table (IbeRt0) 2 x4 x .26 Opening Wldtb (for vat cally- spanr4 g mullions) or Opening Height (tor lwd2onta0y-apann ng =Eons) 8010 6010 701n 80In 80 N 1001n 1201n 40 In 180 In 0e0te1g6sm Loat% TraMda9. 1890119 Rectangular Loading Trap/1100 143118n0 Recten0uler Loading TmpI rtaa Caring Rectangular 1404in9 Trey1Oan . Loading Wading TrepfTlang. 1900 Reomn9Oiar Loading Trap/Mang. LoadOg Rectangular Lathing - Treplldang. 1964169 Rectangular LonlIng Trap/700g. Loa4ln9 Rectangular Learns( Tap/Wang. Loafing 11 ii 11 ii il li 11 li 11 ii 11 ii 11 ii 11 li 11 i 11 II 11 ii 11 11 11 ii i 11 li 11 ii 11 li 11 II g88 333AAA 421n 1700 820 170.0 438 170.0 744 170.0 478 170.0 868 170.0 808 170.2 892 170.0 618 1730 1118 170.0 521 170.0 1240 170.0 821 170.0 .,. 170.0 1709 170.0 921 170.0 1983 170.0 621 481n 170.0 708 170.0 824 170.0 860 170.0 884 170.0 992 170.0 833 170.0 1133 170.0 881 170.0 1278 170.0 871 170.0 1417 170.0 880 110.0 ,' 170.0 170.0 1883 170.0 880 1700 2287 170.0 880 83.82910 170.0 747 770.0 833 170.0 888 170.0 831 170.0 1048 170.0 884 170.0 1108 170.0 729 170.0 1348 170.0 747 170.0 1484 170.0 758 170.0 ° 170.0 170.0 2082 170.0 799 170.0 2391 1704 788 84 111 170.0 787 170.0 812 170.0 989 1700 881 170.0 1118 170.0 784 1700 1278 170.0 803 1700 1434 170.0 837 170.0 1894 170.0 888 170.0 770.0 1700 2231 170.0 881 170.0 2880 170.0 881 8010 170.0 086 170.0 701 170.0 1083 170.0 797 170.0 7240 170.0 978 770.0 1417 1704 044 170.0 1884 170.0 008 170.0 1771 170.0 1033 170.0 170.0 " 170.0 2479 170.0 1083 180.8 2880 170.0 1083 831n 170.0 030 170.0 748 170.0 1118 170.0 880 170.0 1902 170.0 840 170.0 1488 170.0 1018 170.0 1873 170.0 1078 770.0 1889 170.0 1172 170.0 r 170.0 Me 2683 170.0 1171 148.8 2663 170.0 1171 In Minn 170.0 074 170.0 789 170.0 1189 170.0 803 170.0 1384 170.0 1002 170.0 1668 1704 1088 170.0 1783 170.0 1188 170.0 1949 170.0 1210 170.0 nK„ 170.0 161.9 2437 170.0 1208 1329. 2437. 170.0 1288 170.0 1083 170.0 878 170.0 1279 170.0 1009 , 170.0 1488 170.0 1128 170.0 1700 170.0 1228 170.0 1813 170.0 1319 170.0 2128 1710 1387 146.8 2184 170.0 1481 124.8 2184 170.0 1626 708.2 2181 170.0 1830 7811 170.0 1122 170.0 937 170.0 1348 170.0 1080 1730 1970 170.0 1209 170.0 1794 .170.3 1322 1831 1990 170.0 1421 148.8 1980 170.0 1808 123.8 1880 1814 1848 1031 1800 181.0 1638 82.9 1980 102.7 1031 79In 170.0 1151 170.0 987 1700 1381 170.0 1118 170.0 1811 170.0 1289 170.0 1842 170.0 1989 182.7 1881 170.0 1474 137.4 1881 183.1 1600 114.9 1881 147,0 1473 98.2 1881 1394 1468 89.8 1881 137.0 1464 BON 170.0 1328 170.0 1144 149.1 1398 160.0 1219 127.8 1388 138.0 1198 111.8 1388 121.3 1178 934 1388 110.2 1182 89.8 1388 101. 1147 74.8 1398 838 1122 83.9 1388 827 1106 66.9 1388 78.9 1098 9816 147.4 1220 161.8 1428 122.9 1228 127.8 1070 1033 1220 111.2 1081 i' I_ 999 1044 81.9 1228 838 1029 73.7 1229 814 1019 81.4 1228 722 827 1728 838 977 401 7220 42.1 997 1081n 1016 971 108.0 877 88. 971 80.0 882 74.0 971 77.2 849 gla 88.4 877 87. 871 81.8 828. 81.8 971 68.6 816 43.1 871 49.0 37.0 971 44.0 792 32.4 871 40.8 771 1111n 06.4 919 97.3 532 79.8 919 61.8 819 89.1 919 70.9 808 828 794 620 919 88.7 784 47.7 910 61.8 774 337 918 44.8 94.1 919 40.2 742 29.8 816 37.1 732 1201n 78.8 780 784 710 62.9 788 844 709. 834 788 88.9 999 49.4 888 41.9 788 44A 877 37.7 788 40.8 889 31.9 788 34.9 27.0 788 31.0 841 23.4 788 234 831 144In 43.7 648 44.2 004 934 848 37.0 498 31.2 848 31.9 491 27.3 848 28.2 488 24.3 648 28.8 478 21.8 648 22.9 474 182 649 19.8 484 1 6.8 849 17.2 488 19.7 848 18.6 448 TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Table (lbe) ANCHOR CAP.„„„,,,,,,,) Anchor Clip Patters 278 Conaeta 2Rr Cam, HOgowCMU 7OIO4 CMU PT WOOd Metal (DP.�) X MULLION CAP..... =ANCHOR CAP.,, USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN 1715 LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED CAPACIN'IT WILL YIELDA MINIMUM ANCHOR 'CAPACITY WHICH MAY OPTIONS TOM THE ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. Anohm type: 9N8' Elm llltmcm 7/a° Elo0U0t8ca 8178° Eico Ukam11 9M8' Ebolgtroomt 1(4' E00U111 40 714' &91780 Aggregator 6(18.550 Macon 196 85 5I60 Aggrniator 910 8790 screw us 012 51ee1 Sere. (coy 0128tee1 8wrew ((s9) Edge Distance 00 r 2.712 1° 2.12° 3.1!° 1' 2.117 r 24W r 3.4/9' r 0.48' 0.4' 3324^ Embedment 00 :390169 13(4° 13/4• 30030 1-914' 49010 13(4" 880169 r 184410 1 -114' 270119 1.114' 28010 1.1(4° 38480 1 -114° 74010 1-114' 488 199 1.1/4'. 884 tbs r 118210 1-378' 32010 1310' 420169 (68e note 4) �10 • 2Am1or844.73' tin 0.0. /3tendmd Cep (916. 1 or 4.001000298 Min 0.C. 18t0nderdCOp(Flg. 0 74000 74010 83010 1496169 1424119 WA 980@9 b6A 80910 WA 88010 WA 08290 840180. 112080 8 Anchors ®1.71' Mtn 0.C. / 8tandad alp Mln. •0; 895 Ms age 78880 104809 N/A WA 70800 NIA 79009 WA WA WA 97810 128010 1880 10 4.009019 13 3' 1511.0.0.7(2)218AOgle C9ps (Mg. 0: 78008 180111e 880 90 148010 18990s L€sol 6900s WA 79010 9360s 880 Is 29940e 8820s 84010 1120 Ws 8Ana0ma 0 3° 15tn. O.C. / 55 06 Angle (2h0 (812 8�31 117040 117010 102010 294010 284410 61008 84010 WA 114010 1404 tbs 132010 334810 97810 128000 188009 3Anchors 01.34° M14 O.C. 114C9p, Into 1/8' Aim. (F's(• )1 WA WA WA WA WA WA WA WA NIA WA WA WA WA N/A l41� °Anchors 00.84' Mt. 0.0. /11421p, Into l/8 Alum. (Ftg. �: WA WA WA WA WA WA WA WA WA WA WA WA N/A WA 21 W 2/00os 0288' 61113 O.C. 1 F-C8p (F19 0): 37010 37010 31600 74360 712 the WA 28080 WA 94880 WA 440154 WA 325 10 420 Ms 980 Ws 3 Anchors 0 1.71° N0. O.C. / ROM (Fl .103 39080 39010 340 0s 78010 89810 27009 2a010 WA 38080 48810 44010 110200 828 09 420 Ws 89000 FIGURE 1: FIGURE 2: • 0 O 00 00 00 0 O FIGURE 6: • 0 00 00 O • 00 O FIGURE 6 • • • FIGURE 3: • 0 • 00 00 O 0 0 • • • • FIGURE 4: • • • 00 00 00 • • • • FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10. 00 •• 001 • •0 •• 0• •• 00 00 0 • 00 00 00 • • • ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS, CIRCLED VALUES ARE USED IN THE EXAMPLE 014 SHEET21. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND /OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18.20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE 6053 -T5 AND BE A MINIMUM OF .125° THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .048° THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST . 125" THICK AND A39. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST S SCREW THREADS BEYOND THE MATERIAL. 2°X4°X26'MULLION 1 8 2 X X 1 1 O PRODUCT REVISED as complying with the 1lottdb Bullding Coda Acceptance No 1- niDate Product 1rss `\ \‘O\As(0111111/ LYNid /4l /.4 ;" /ii �`Z`.•'*;CENSLo ''• 4' * No. 68705 • ; _;AO'•. STA A. LYNtdrMILLR, P.E. FL P.E.# 68705 TABLE 1OA 22 82.26 Alum. Tube Muglon MuMlon Capactty Table (Ibe/&) Opening Width (for vartically.apannIng motions) or Opening Height (for h rtzonie8y -spans ng mullions) BO In 1001 8990 80In 10090 1204 140In 180 0 Reoteooular loading Trepd Bang LOadI g Rectangular Lasting 7009004 Loading Rectangular Leading Treprtilan0. Lonna Rectangular Long Trepetta89. Loading Rectangular Loading 1051111910 Loading ReaterOule Loading TteyTnang, Loading Reotagular Loading Trepldang. Loading Rmlenngeor Loading Tre019019. Loading Rectangular LoacEng 11 1 I t 1 11 1 li 11 1 1 11 1 11 1 i1 1 11 421n 170.0 170.0 498 170.0 744 170.0 478 170.0 689 170.0 500 170.0 992 170.0 018 170.0 1110 170.0 821 170.0 1240 170.0 170.0 1489 170.0 521 170.0 1738 170.0 521 170.0 48 90 170.0 708 170.0 824 170.0 850 170.0 884 170.0 892 170.0 830 170.0 1133 1700 861 170.0 1276 1700 877 170.0 1417 170.0 880 175.0 1700 170.0 680 170.0 1983 170.0 880 170.0 80.628 In 170.0 747 170.0 883 170.0 888 1700 831 170.0 1098 170.0 884 170.0 1198 170.0 170.0 1345 170.0 747 170.0 1484 170.0 780 170.0 1793 170.0 788 1700 2092 170.0 700 175.0 2391 170.0 8919 170.0 797 170.0 612 170.0 088 170.0 691 170.0 1118 170.0 784 170.0 1278 170.0 803 170.0 1434 80111 831n 88 On 170.0 170.0 170.0 888 830 974 170.0 701 170.0 745 8700 789 170.0 170.0 170.0 1033 1118 1188 1700 1700 170.0 767 850 903 170.0 170.0 170.0 1240 1302 1384 170.0 170.0 170.0 878 540 1002 1700 1700 170.0 1417 1488 1888 170.0 170.0 1700 944 1015 1088 170.0 170.0 170.0 1894 1873 1753 170.0 1700 170.0 170.0 170.0 1894 170.0 170.0 1913 170.0 1700 2231 170.0 881 170.0 170.0 986 1070 1186 170.0 1700 170.0 1771 1889 1048 170.0 170.0 170.0 1033 170.0 2128 1700. 1083 1122 170.0 2231 1700 1169 1210 170.0 2338 170.0 1278 170.0 1700 170.0 2478 2800 2727 170.0 1003 170.0 170.0 1171 170.0 170.0 170.0 1280 170.0 vao 170.0 1083 1171 1285 7213 .' 76134 170.0 170.0 1033 1122 170.0 878 170.0 170.0 937 170.0 1278 1348 170.0 1009 170.0 1488 170.0 170.0 1080 170.0 1570 170.0 1128 1208 1700 1700 170.0 170.0 1704 170.0 1228 1322 170.0 170.0 1913 2010 170.0 1316 170.0 170.0 1421 170.0 2126 2243 170.0 1387 1700 2500 170.0 1608 170.0 2082 170.0 170.0 1488 1700 2978 170.0 1828 170.0 3400 1820 170.0 3140 170.0 1894 3589 1830 1705 7810 1700 1181 170.0 1700 1381 170.0 1118 170.0 1811 170.0 1280 170.0 1842 170.0 1389 170.0 2072 1740 1474 170.0 2302 170.0 1884 170.0 170.0 1700 170.0 3273 170.0 1777 170.0 170.0 1708 0090 170.0 1338 170.0 1144 1740 1504 170.0 1328 170.0 1859 170.0 1488 170.0 2128 170.0 1863 170.0 2391 1700 1703 170.0 2088 170.0 1918 170.0 3188 170.0 2125 160.0 3413 170.0 138 In 170.0 1417 170.0 1232 1700 1700 170.0 1434 170.0 1923 170.0 1892 170.0 2287 170.0 1704 170.0 170.0 1052 170.0 2853 170.0 2095 180.0 3189 170.0 2338 157.1 3189 1088 2470 120.0 10813 170.0 1894 1700 1409 170.0 1913 170.0 1847 170.0 2231 170.0 1870 170.0 170.0 6078 184.8 2781 110.0 2271 148.3 2781 181.9 2333 121.6 2781 140.4 2281 1088 2781 128.9 118.0 111 In 170.0 1838 170.0 1484 170.0 1888 170.0 1700 170.0 2283 170.0 1892 1700 2021 17010 2149 181.8 2232 1623 2915 1346 2882 148.4 2310 113.8 128.4 2168 07.8 2832 118.1 120 1n 1700 1771 170.0 1888 170.0 2125 170.0 1088 184.4 2282 109 1891 1381 2262 141.4 1084 1281 3282 1272 1838 144 In 120.1 1034 189.8 1440 104.3 1684 100.1 1428 89.4 1604 81.8 1407 782 1584 80. 1390 89.8 1884 72.3 1379 108.1 92.8 2252 1004 118.1 1916 80.1 7 1358 621 2252 1884 88.8 1872 77.2 2252 889 1838 87.8 2252 81.4 1808 15.0 1330 44.7 1584 49.2 1305 39.1 1884 444 1283 TABLE 10B Anchor Capacity Table (ft) Anchor Cep Patterns 2.7k Cann Rem ow, Feed WU PT Wood Meted Anchor Type: 114° Cleo Macon cm Woo Leeson 1/4. Elos Unman We 88 Elm Aggraealor 5/18° Doc Ultroson 1/4° EIS Elea Aneestor MO Steel Screw 935) 012 81030 SCUM (GS) 012 Steel Sores aue Edge tristance 200000 (lab 1. xvr 393 Ile 450 tbs 850 lbs 1444 fics 280 Ms 384 lba 884 Iba 2' (see nate 4) 900 Oss 1750 lbs 708 lba . 838 Ills 1104 Ito 2984 Ms 02 03 8 Annus 01.71° M15. 0.O. Standard alp (Fig. 4b 11813 lbs 1400 Ws 1010 Ms WA WA WA 1904 tha 1880 tba 1893 tba 840 lbs 740 ba WS MS 652 lbs 158D tbs 1580 the 3792 lbs 1080 Ms N/A 1820 Ma 1760 On 4728 0a 1304 tba 11380 Ike 2240 lbs WA NfA WA 1888 tba 2520 Iba 8380 lbs N/A NtA WA WA NIA NIA NIA NIA WA WA NIA 1492 My 8 moos eg ear fen. / lbellp, Into 1/8° Alum. (Plg. WA NtA NIA WA NIA WA WA NIA WA 390 lbs 270 lbe 560 lbs 590 lbs 700 lbs 80 tba 470 910 WA 533 Ws WA 1120 On FIGURE 1: FIGURE 2: • 00 • FIGURE 6: • FIGURE 3: • • 00 FIGURE Et • • mouRE • • • • • • • • • FIGURE 8: 00 FIGURE 7 FIGURE 0: FIGURE 10. 00 • • • • • ANGLE CUP MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: x ANCHOR CAP. ) =ANCHOR CAP MULLION USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED° CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MUUJON CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. .250' TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED MD CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED TI-IE FIELD rou_owING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6083-15 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A35. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL MULLION ined i4 ; 0 a. CNI cy 5- co 2 PRODUCT REVISED as complying wbbibe Flosida Bads% Code Acceptance No Ex Vacs By sol 1111(1/ TABLE 11A Mullion Capeelly Table (lbsgt2) 1.28' x 2.11' xTube Mull Openlnp Width (forvardcallyspannlnp mullions) or Opening Haight (for horl2orde0y- spanning mu4lons) 5010 - 80 in 7011 8011 801n 100In 12001 1401n 10010. Re0Oe1811m Loading T191/15910 . Loodfne Reo1m1g0155 Tmprilimm. Londhm Raotmg/ar LO 9185 n64/21&14. Loading RealEmpider Leman0 1110/Tdmm. Rentang 7 Loading Loading 13 dTdarm. Loading ReMm0161 Loemr4 7rIp7T11ang. Luring ReMwigular loading TnplTdmg. Loaning neatvpuler Loading TrmfTdmg. Loading Rroinglar Ln4mg Trap/llhrp. 1002(15 11I T I Y ••Loading 11 Y 0.48" 1/ 11 1/ 111/ 111/il1/ii11 1-3/4" talisqil uotEnve ilil fj II ilil 1 II 1/III 1 I /il111n/ 1-114" 2° nn J il1II 4 Mo5ae 64 3" Min. O.C. / (2) 255 Angle Cops ('Ig.1) 780 me ! 880158 421n 1442 628 187.0 428 120.2 628 148.9 419 133.0 ,828 1348 414 80.1 625 134.8 411 80.1 626 134.1 411 72.1 028 134.1 411 60.1 828 134.1 411 51.6 628 134.1 411 45.1 528 134.1 411 4810 00.8 403 108.0 333 50.5 403 04.7 325 85.0 403 86.4 320 80.4 403 81.4 317 63.7 403 79.1 315 48.3 403 78.0 314 40.3 4413 78.6 314 34.6 403 786 314 30.2 403 76.8 314 00.52515 823 362 21.0 301 88.8 382 79.3 204 m 382 71.9 288 81.5 882 872 288 447 382 84.8 284 41.2 332 83.6 283 34.3 382 83.5 283 20.4 882 83.6 283 28.7 382 63.8 283 54 In 67 318 74.1 267 58.5 318 84.2 261 48.8 918 57.7 258 42. 318 62 253 97.7 318 50.8 250 334 318 49.5 248 28.3 318 49.1 248 24.2 318 48.1 248 21 318 421 248 801n 49.5 258 53. 219 41.2 258 45.7 214 3 258 427 210 320 258 372 207 J3 268 34.9 2C4 24.7 2813 324 228 268 32.2 201 17.7 268 aza i 1 258 322 201 B3 hi 427 234 4A6 200 35.8 234 39.1 135 325 230 7 GI 28.7 234 Sis Iss 23.7 234 2xA 188 21.4 2E4 0 184 17.8 234 8 133 5.3 234 28.5 183 19.4 234 28.8 143 72 N MS 179 30.1 155 9 70 28.8 152 20.4 179 215 149 17.0 179 20.9 147 0 1 18.7 145 78 h 24. 181 28.4 140 20.3 181 21.0 137 17.4 181 19.0 1 tax 181 17.0 133 78 in 225 62 226 133 18.5 152 104 131 tat 152 17.8 128 TABLE 11B Anchor Capacity Table Ube) ' Anchor Clip Patterns 885818/54 275 Canotots • 3.24c Cam. HOOoW CMU FIVed CMU PT Wood Melel M6da1'ypa 8/18° Elan Mann 114•12104 1110aenn 5/18. Eke Mason 3118' Ciao Wham 714° Eleo U0raoon 114"880006 Agi0e0604 8H8' 3100 t008no11 1/4' 88 Elea A001809t31 0108th 80245 (815) 412 Steel 80 c9 (48) 512 (Heel 80780(46) Edge Mateo* (10 1' 2-1/2' 1" 91/2° 3-118° 1" 2-1/2" T 34/2° Y 3.1/8° Y 0.48" 0.64" 0.324° . Embedment (In): 14/4° 1.314° 1-3/4" 1.314° 2' 1 -1/4° 1414' 1 -114" 7.1/4' 1.1/4" 1-114" 2° 1618° 1-8B° (see note 4) 4 Mo5ae 64 3" Min. O.C. / (2) 255 Angle Cops ('Ig.1) 780 me 780155 880158 168308 1868 gas 5400re 60015n NIA 70001s 838154 400 lbs 2380 0,s 05205 840 815 1482 Ms FIGURE 1: • ANGLE CLIP MUST BE USED IN PAIRS. TABLE NOT 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. ANCHOR CAPACITY ADJUSTMENT FORMULA: (CP,,) X f ANCHOR CAP.,..„„. „ l .ANCHOR CAR, `MULLION USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED° CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAY BE DRILLED 114 THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4} SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.56. ALUMINUM SHALL BE 8083 -T5 AND BE A MINIMUM OF .126° THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .046° THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND. THE MATERIAL. t»- 1.288°-1 1.28° X 2.11' X.120° MULLION (INTEGRAL FIN MULLION) L 1 d� 8 N O lCENS¢ . i. Q.' %is *' No.58705 f- u" tt 30 II A. LYNN M(LLR P E. FL P.E.# 68705 TABLE 12A Munson Capacity Tablo OWN') 325" 30 DEG. AL BAY MULL Opening Width (for verocaily spanning muttons) or Opening Height (fort r4a *sparnlbg mullions) 8010 31n 70 31 8061 801n 1001" 1201" 140 N 18061 Rectangular LaarHtg Laa3g Rectangular LoatE g Rectangular twang TtaplTtlag, Loading Rectangular LoaErg 10441"6 Rectangular Leading Tr8 Tderg: Loaalg Rectangular 1.46448 7 Loading Reotagala Ra@`rRag. Rectangular Loafing Loafing. Rap/Mang Rectangular LexIItg Loading liapfliarta Long 42 61 170.0 if 620 I1 it 1 11 170.0 435 48ln 170.0 703 170.0 824 170.0 170.0 744 1 fi 1 1 8° 11 1 1 1 1 1 1 170.0 470 850 1700 30.825 In 5461 170.0 747 170.3 883 170.0 888 170.0 170.0 797 170.0 612 170.0 880 170.0 6311 891 80 In 170.0 888 170.0 701 17&0 1083 170.0 787 831n 170.0 170.0 745 170.0 1118 170.0 88In 1700 074 170.0 780 1324 1048 185.8 721n 140.8 147.9 704 117.4 1720 748 7910 11 &7 780 128.1 880 80.8 760 108.4 878 7861 110.8 118.5 857 823 780 98.1 844 8061 721 503 744 800 621 883 82.6 491 991n 59.4 480 81.1 443 4&0 480 81.8 435 10061 41.7 301 42.8 34.8 381 35.9 348 11161 12011 384 370 30.4 317 392 30.9 318 32.0 280 30.3 870 317 33.0 28.0 380 284 21.7 170.0 888 170.0 880 170.0 892 170.0 002 170,0 830 170.0 1133 170.0 1048 170.0 884 170.0 1108 170.0 1118 1700 784 1723 1276 187.0 1218 170.0 878 14 9.1 1218 180.2 1180 108.8 933 131.4 1160 130.8 1048 1408 864 114.3 1048 1028 880 110.8 734 85.0 880 855 790 933 853 74.8 780 79.1 760 858 832 88.2 780 81.8 563 54.8 483 45.1 803 424 408 44.8 427 37.1 498 218 381 31.1 342 28.1 381 27.8 370 280 325 24.0 370 1750 818 17 0.0 1116 170.0 821 170.0 1240 17&0 521 170.0 1488 1700 821 170.0 1738 170.0 111 821 149.1 1 1740 170.0 821 1700 801 170.0 1278 170.0 723 170.0 1348 170.0 803 180.4 1353 1700 044 1209 1218 163.0 814 118.8 1180 133.1 860 101.8 1048 1000 722 78.2 880 83.0 802 80.8 780 77.1 821 81.5 780 170.0 170.0 170.0 18&8 671 747 837 938 170.0 1417 184.2 1443 144.3 1363 11 &9 1218 170.0 1700 170.0 1821 880 1822 1522 170.0 880 130.6 1822 170.0 680 114.2 1822 170.0 880 768 858 924 138.0 1443 170.0 780 117.3 1443 170.0 1203 1333 170.0 801 103.1 1353 170.0 768 102.8 881 802 1443 170.0 1353 17&0 788 801 97.4 1218 1401 819 83.8 1218 148.1 013 73.1 1218 148.1 013 141.9 898 123.4 839 92.0 712 1051 1180 81.4 1048 70.4 080 1342 1168 88.2 888 830 703 87.8 1150 128.7 871 70.1 1180 120,2 870 8&7 1180 1282 870 1048 10&4 831 855 1048 108.3 818 67,1 1048 153.2 515 53.7 880 782 e93 50.3 680 7&5 853 440 580 7&4 880 7 &9 843 5&9 780 713 635 4&9 780 8&1 824 428 700 82.1 818 37.4 700 81.8 489 478 3 &8 421 27.8 337 28,3 323 40.1 33.0 232 21.4 553 488 391 370 70.8 44.4 38.1 24.8 22.8 812 488 418 333 318 554 3&1 733 583 2&7 20.9 192 498 391 370 88.7 40,9 33.2 228 20.8 605 482 409 328 312 482 780 89.4 804 3&8 753 58.2 553 34.8 760 85.8 30.0 883 38.2 452 25.8 883 333 453 22.8 31.8 442 24.8 493 201 400 212 485 26.8 384 1 &0 495 250 380 17.4. 381 1 &7 321 149 391 17.8 315 100 970 18.1 305 317 226 192 317 19.9 278 19.9 317 17.9 273 , 144In 17.8 220 17.8 303 TABLE 12B • Anchor Clip Patterns Substrata: AGOG( Capacity Table Obe) 2.7k Concrete 3.811 Corm. Hollow CMU Red CMU PT Wood Metal Anchor lypa 3/18' Elco Matt= 1/4. Elsa U2racon 8/10' E= Mama 3/18° 6100 Ulbecat 1/4' 0100 UI6scon U4' 88 Eta AggraGabr 5/18° Elsa Unman 1/4° 88 Ekso *051504115 810 Steel 8orew (03) 012 Steal Saw (05) 012 81ee1 811480 (06) EdOe 0lslan0e (181 2-1PP 1" 2-1/2' 3-616' 2 -1/2" 1' 2.1%7 2" 3-118° 0.48 054° 0.324' Efl1 TI5nt (Ink 2 Anchors GI 5• MIn. 0.0. 1 (2) 215Argle Cgpe (Flg, tk 1.4/4' 380 �e 13(1° 350`50 13/4° 460 510 13/4' 835 06 Y 1703 ma 1 -1/4° 270 Wa 280 We 1-114" 3541118 1 -1/4° 1 -1/4° 1 -v4" 740 MS 408168 720 roe 7 118286 1318' 8281118 1318° 420(.88 (ace nabs 4) 8801.86 4.0151.018 01.0 39° Ma. O.C. / (2)208 Angle Clips (Flg. 24 784610 780578 790 Its 1870 Ws 28251.80 540 roe 550 Ws NIA 1120163 99815 98011• 2384 Its 853 tbe 040 806 1120 (0 8 Anchor, @ 2.71° M11 O,C. / (2) 203 Anglo Caps Mg. 1k 1120Ws 1120 am 85350 224610 228460 N/A 84010 NIA 106910 NIA 1320 Ws NIA 97810 12801.80 1880 05 FIGURE 1: • FIGURE 2: • • FIGURE 3: • • • • • ANGLE CUP (FIGURES 1-3) MUST BE USED IN PAIRS. • TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAYBE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 10-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC( 301 SPECIFICATIONS. HOLLOW AND GROUT- FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE - TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6083•T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125° THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL ANCHOR CAPACITY ADJUSTMENT FORMULA: (013 )X /ANCHOR CAP. 55,,,,,1=ANCHOR CAP.,,, MULLION USE THIS FORMULA TO OBTAIN THE 'ANCHOR CAPACITY REQUIRED° CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 3 z 0 2 2 w Z a 0 1 1 CO Z 1 PRODUCT REVISED as censpIying with the Mgt Ettdldrag Code A1cc ptooce Pro `i11t81l111//,t/ ` pNY `•. LYNN 44/4 No. ti8705 * ' sTATE ' "",,5' /ONAt A. LYNN1I1ILLER, P.E. FL P.E.# 58705 TABLE 13A Mallon Capacity Table (Ibsdtt) 328"48 Opening WIdii (forverlicailp- Spanning mullions) or Opening Helght (torhorizonially- spar9dng mullions) 27k Concrete 601n 701n 851n 0015 1001n 1201n 1401= 180In RoolsnWnr Loading Trap/Mang. Loading Re41a7Mula Loading T7apfina>g; Loading Rectangular Loading TmpRi19.n. Loading Reolmsgula Loading TreplTrlmlg. Loamn9 Rectangular Loading 71141117499. Laa1ng Reo18ng01e7 LOadla9 Twp/Tdag. Loading Reotengutal Loading Trep/Rlang Loading Rectangular Wadley ltep1Tdan9. Loading Rectangular toa403 TranntlanB. I.oel809 2 4/2' 2' 3.1/8' Y 0,48' 0.84° 0.324' Embedment (n 13/4° 1-9/47 1-3/4' 1.324' Y 1.1/4' 1 -1/4° 1 -174° 14/4° 1 -1/4' 14/9 2° 1-98' 130 1966 note 4) 2 Anchors 012 MI6 0.0. /(2)285 Angle Clips (Mg. 1): 98011.8 390 89 45081.9 880119 1700118 2208= 380108 964 679 740169 485 Ere 7201139 116216s Mall Length 42In WEI iieg 170.0 910 170.0 496 170.0 744 170.0 478 170.0. 886 170.0 508 170.0 992 170.0 819 170.0 1118 170.0 821. 170.0 1240 170.0 821 170.0 1488 170.0 821 170.0 1795 170.0 021 180.3 1871 170.0 821 v"'''i 708 170.0 624 170.0 890 170.0 884 170.0 902 170.0 030 170.0 1139 170.0 681 170.0 1278 170.0 877 170.0 1417 170.0 880 183.7 1837 170.0 680 140.3 1837 170.0 080 1228 1837 170.0 000 170.0 683 170.0 890 170.0 891 170.0 1040 170.0 884 170.0 1188 170.0 723 170.0 1349 170.0 747 170.0 1484 170.0 768 147.1 1862 170.0 768 128.1 1892 170.0 780 110.4 1852 170.0 789 lQ 18Wi8� 170.0 812 170.0 866 170.0 801 1700 1118 170.0 784 170.0 1275 170.0 803 170.0 1434 170.0 837 1682 1468 170.0 805 120.3 1468 1700 881 110.8 1455 170.0 881 87.0 1468 170.0 881 80 In 170.0 885 170.0 701 170.0 1081 170.0 797 170.0 1140 170.0 878 167.1 1305 170.0 844 139.7 1309 170.0 986 128.7 1309 1838 894 104.8 1309 187.1 982 88.8 1309 187.1 882 78.8 1309 187.1 982 8313 170.0 830 170.0 748 170.0 1110 170.0 050 102.8 1247 170.0 940 142.5 1247 1848 883 128.7 1247 1928 835 114.0 1247 144.3 982 890 1247 1382 838 81.4 1247 135.7 935 71.3 1247 136.7 936 0810 170.0 974 170.0 789 170.0 1189 170.0 813 149.4 1190 183.7 085 128.8 1190 147.9 949 118.4 1180 138.5 928 103.8 1128 1284 914 80.0 1180 119.5 828 74.2 1180 118.1 809 849 1100 118.1 893 721n 191.8 1010 109.8 877 134.7 1010 144.8 B59 115.4 1010 127.2 842 101.0 1010 114,7 828 89.9 1010 105.8 817 898 1010 98.9 807 97.3 1010 90.8 795 671 1010 87.8 700 80.5 1010 87.7 789 78In 137.4 008 143.8 782 114.6 808 122.0 775 98.1 908 107.1 781 88.9 933 982 748 783 808 882 738 88.7 905 92.3 729 57.3 908 74.7 718 49.1 906 71.2 710 429 806 70.8 708 781n 127.1 681 132.5 764 105.9 801 112.8 738 80.8 831 98.8 728 79.4 881 88.5 713 700 881 81.0 703 838 881 76.4 694 WA 881 80.1 881 49.4 881 84.8 878 39.7 881 827 872 00 In 827 848 85.4 874 688 848 721 884 89.1 848 929 084 81.7 848 68.1 048 49.0 848 829 637 41.4 848 47.0 890 34.8 848 41.9 919 29.8 848 38.2 911 218 848 30.8 807 48.7 30.5 452 21 28.7 447 1061In 4477..9 449 480 405 449 412 42 448 35.7 393 29,9 - 446 31.7 387 28.6 448 28.8 382 23.9 449 28.1 20.0 449 227 388 �1 � 20.4 381 150 449 180 388 111 N 44.1 428 49.0 389 36,8 928 970 879 31.8 428 328 378 272 429 29.1 387 248 428 282 882 221 425 24.0 359 18.4 425 28.7 300 180 425 18.8 343 120 N 34.9 384 356 331 291 384 298 - 328 24.9 384 28.8 321 21.8 384 as 917 19.4 384 20.8 313 17.8 384 16.7 309 - 14415 20.2 283 20.4 299 18,8 289 17.1 290 TABLE 13B Anchor Capacity Table (me) Anchor Culp Patterns Substrate: 27k Concrete 8.6k Cam. Hollow MAU Fined CMU PT Weld Matat Anchor TOE 3/19 Eke UWadmn ° Eko Uibaeon 8Unt Eao Nbacon 9%9 Eco Macon 119 Elco Ntreoon 1/4' 88 Boo AggreUetot 6119' Boo Mara! 1/4° 88 Elmo AggreGator 510 81ee1 Saw (36) 512 Steel Scow (Os) 01281601 sew eat) Edge Distar000n) 1 2.1/2' 1' 2' 3.119 1° 2 -1/2. 1' 2 4/2' 2' 3.1/8' Y 0,48' 0.84° 0.324' Embedment (n 13/4° 1-9/47 1-3/4' 1.324' Y 1.1/4' 1 -1/4° 1 -174° 14/4° 1 -1/4' 14/9 2° 1-98' 130 1966 note 4) 2 Anchors 012 MI6 0.0. /(2)285 Angle Clips (Mg. 1): 98011.8 390 89 45081.9 880119 1700118 2208= 380108 964 679 740169 485 Ere 7201139 116216s 328110 420169 58311.9 4 Ambers ®8.5° Min. O.C. / (2) 295 Angle Ups (Fig, 2) 7806= 7801133 780638 187011.9 2829118 6406= 58011.9 N/A 1120169 03899 880 Ws 238411.5 86211.9 840119 1128119 8 Anntus 8271' Min. O.C. /(2)2n6Angle ClIpo (FIg. 3) 1129119 112011.9 958118 2248619 2254 Ms NIA 840@9 WA 1059169 NIA 13201b8 N/A 978109 128a rat 1880118 FIGURE 1: FIGURE 2: • • FIGURE 3: • • • ANGLE CUP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. HOLES MAYBE DRILLED IN THE FIELD FOLLOWING DIMENSIONS SHOWN ON SHEETS 18-20. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT- FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE- TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55. ALUMINUM SHALL BE 6063 -T5 AND BE A MINIMUM OF .128' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045° THICK (10 GAUGE). STRUCTURAL STEEL TO BE AT LEAST . 125° THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. ANCHOR CAPACITY ADJUSTMENT FORMULA: X \ ANCHOR CAP.,,°,°,,,\ =ANCHOR CAP.,. MULWON CAP..... / USE THIS FORMULA TO OBTAIN THE ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDmoNAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. .125' 3 z g Ful I z o PRODUCT REVISED as complyln8, with the FbbtfdR BnOdfag Code Acceptance No Imitate ade Pied `••,ON(1LYNN). _ * ; No. 55705 1° X 2° X .125° MULLION 6083.78 ALUM. X- SECTION MIN. MW. .375" MIN. 2.000° �j 1.000° h-- 2.000° .128" 3376" 1 1" X 7 X .376" MULUON 8083 -T8 ALUM. X-SECTION h•-.125° 3.125° 2 6.500" CUT HERE 70 CREATE F•CLIP, SEE r DETAIL F. SHEET STANDARD CLIP 0083 -T8 ALUM. X-SECTION .126° -"1 1.000• !-- 2.750° 1° X 2.76° X .377 MULLION 8083 -T6 ALUM. X-SECTION .375° MIN. L_ STANDARD CLIP 8063.78 ALUM. TOPVIEW 8.600" 0.312" .376° MIN. OFFSET CLIP •125° TOP ALUM. .740" U•CLIP 8083 -T8 ALUM. X- SECTION .338" MIN. 1.000° I-- 1" X 2.75° X .860° MULLION 8053 -T8 ALUM. X SECTION U-CLIP 8083.76 ALUM. USED FOR ALL 1° X 2° AND 1" X 2.76° MULLIONS, SHEETS 5-8 0�".� TOPVIEW 11111.338" MIN. 11) U-0LIP 8083.78 ALUM. 7X3.125°X.500' MULL ONLY. 8HEET 9 TOPVIEW /1 I .338° MIN. U-CLIP 8083 -T6 ALUM. 0 125° X 3.1817X .286" MULL ONLY, SHEET 12 // TOPVIEW TABLE B -"11- -.125° I 2.000° 3.125° I- 1.000" -I .125° .500° 1" X 3.125° X .7 MULLION 8083.78 ALUM. X SECTION 2X5 ANGLE CUP 6083•T8 ALUM. X SECTION .125" 5.000" .375° MIN. -- 0.312° -- 3.000° MIN. 2X8 ANGLE CUP 0083•T0 ALUM. TOPVIEW I•'-1250' -y 1.25 X 3.187 X .285° MUWON 8082 -T8 ALUM. XSECTION Mull Dimension (sheet #) P01 Part # Mullion Std. Clip Offset Cllp U-Clip Angle Clip I" X2" X.125" (5) 66605 556113M 6661110M 665243M 656511m 1° X2" X.375" (6) 688008 668114M 6661419M 666244M 666512M 1° X2.75" X.375" (7) 68807 686115M 6661120M 666245M 666513M 1" X2.75" X.650" (8) 66608 686116M 6681121M 68624614 666514M 1" X 3. 125"X. 600" (9) 68637M 6661116M 68811140 6662420 6665150 1.25" X3.188" X .285" (12) 8864114 686111714 6661113M 68624114 608516M 1.26" X2.11° X .125" (15) 69370 WA N/A NIA 686517M NOTES: 1) 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. 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. TABLE A r- 1268° -1 .900" 1.28° X 2.11° X.126° MUWON 8053 -T8 ALUM. XSSECTION Dimension Value (In) For Mullion: A 1.625 B 2.684 1 *X2"X.125" C 0.895 Aluminum D 0.740 Tube Mullion E .450 Min. A 1.125 8 2.404 1 "X2°X.375" C 0.835 Aluminum D 0.490 Tube Mullion E 0.450 A. 1.878 B 3.000 1" X2.75" X C 0.757 .375 Aluminum D 1.118 Tube Mullion E .450 Min. A 1.312 B 3.000 1 X 2.78° X .650° Aluminum 0.478 D 0.836 Tube Mullion E .450 Mln. A 2.000 B 2.637 1°X3.126 °X C 0.883 .500" Alum D 1.137 Tube Mull E .450 Min. A 2.626 B 3.282 1.25" X 3.188" C 0.862 X.286° Alum D 1.762 Tube Mull E .450 Min. 1.26°X2.11 °X A 1.813 .121° Alum Tube Mull ISTANT ALUMINUM TUBE MULLIONS 1 PRnidOmUC T Ng sbCow10VIS ED Ore F oda Acc l5nveNo 'D'' .b 0n4�Ai0 Miami " . P 0j1111111 ,z,,� xt0EN3F'F•p ��i * / No. 58705 STATE F A. LYNN IILLELI2, P.E. - FL P.E.# 68705 4.000° y 1.000° 1--- 4.000° .126" 125° 1 X4 MULLION 8083 -T8 ALUM. XSECTION 125° 1.000° 1-- %// 1 °X4 °X.375° MULUON 8083 -78 ALUM. XSECTION 2.661° 1.377° .125" 3:250° 30° BAY MULLION 8083 -T6 ALUM. X-SECTION 48° BAY MULLION 8083.76 ALUM. X-SECTION .126° .375° T .375° MIN. 2.000' .125' STANDARD CUP 8063 -T8 ALUM. X- SECTION 3.125' 6.500" .125° CUT HERE TO �.. _ CREATE F-CLIP. SEE DETAIL F. SHEET 4 .376° 1.15° MIN. 0.c. 2.875" .376° MIN. 2.250' NOTES: 1} ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAYBE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 0 0.312° 0 STANDARD CLIP 8083.78 ALUM. TOPVIEW 6.500' 1.15° MIN. O.C. 0 _ 0 0.312° e0 0 3.000' .126 ° O - •'-L .740" 1-174 OFFSET CLIP 808348 ALUM. TOPVIEW 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 126° U-CL P 8083 -78 ALUM. XSECTION U-CLIP 8083 -T9 ALUM. USED FOR ALL 1° 4' MULLIONS, SHEETS 10 & 11 TOPVIEW TABLE D TABLE C 2.000° .125' o�iioiof flfl Zflti ifi a fltt ii iii iii 2X6ANGLECLIP 8083•T6 ALUM. XSECTION 6.000° 0.312' 0 = -e ---o 0 0„, 0 2X8 ANGLE CUP 608348 ALUM. TOPVIEW Dimension Value (In) For Mullion: F 3.887 1 "X4 "X.125" G 1.000 Aluminum H 2.680 Tube Mullion F 3.187 1 "X4 "X.375° 0 0.757 Aluminum H 2.430 "Me Mullion F 2.813 30° Bay Mull F 2.875 45° Bay Mull Mull Dimension (sheet it) POT Part # Mullion Std. Culp Offset Clip U Angle Clip 1°X4° X.125" (10) 88364 686111M 6881122M 666241M 666518M 1 "X4" X.375"(11) 86810 668112M 6861123M 866242M 888519M 30 Degree (18) 88843 N/A N/A WA 6665110M 45 Degree (17) .66650 WA WA WA 6865111M MIN. MN. . 1375' MIN. 2.71° MIN. O.0 (BAY MULLS) 3.00° MIN. O.C. (1° X 4° MULLS) i1i 1 z O 2 2 V m Q Z 0 0 2 0.' 1 m 1 J 5 0 O 1 .No. .4! Mo.58705 IY = Ao'•, TE F : • 2: A. LYI°II(1'MlLL614, P.E. FL P.E.# 58705 Mull Dimension PGT Pa t 8 (sheet IQ Muigon Std. Clip U•Clip Angle Clip 2" X4" X.26' (13) 86802 868281M 686271M 8885112M 2'X8° X.26" (14) 88804 666262M 688272M 6864113M CET NOTES: 1) 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. 2) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 125° STANDARD CLIP 8083.76 ALUM.. XSSECTION .126' i I G .126" 0 I--- 1.490° -- U.CUP 0083-T6 ALUM. X- SECTION 2X5 ANGLE CLIP 6053-T6 ALUM. X- SECTION .126' 2'X4°X25° MULLION 6063 -TB ALUM. X- SECTION 5.500° 3° CUTHERETO SEE DETAIL p P. .378 SHEET4 MIN . I 1.715° I 2.885° MIN. O.C. - 3.43 aI 2620' L 6..000° 2'X6'X25' MULLION 8003 -T8 ALUM. X-SECTION STANDARD CLIP 8083 T8 ALUM. TOPVIEW 6.000" f•°-- 3.000° MIN. O.C. + o 0.312° — © - - --- 837 MIN. O.C. 2XS ANGLE CUP 8003 -T8 ALUM. TOPVIEW 5. 0° CUT HERETO 9.600' I CREATE F-CUP, ,376° _ SEE DETAIL F. MIN. r SHEET4 1 1.715' MIN. O_ C. \�•�J 0.312' _ H__ _ _ -- 4.888' 5.4 . . o . 2.820" STANDARD CLIP 8083 -T8 ALUM. TOP VIEW L .376° ,.376° PRODUCT REVISED as complyIag with the Florida Baiidll18 Coda AcccpWaa No - Ai/ < .! EmiiationPata '1;171.4: AIWA, . ..t1iIIII 8T .376" t ,.•‘,0 LYNN ` Y/44:0"//, A,N ' — •�CENSe , 4' _ * . No. 58705 al z %7. a STA EO ( , t II o A. LYNN MILLER, P.E. FL P.E.# 58705 .837 MIN. O.C. U-CLIP 8083-T6 ALUM. USED FOR 2'X6" MULLION. SHEET 14 TOPVIEW 2X6 ANGLE CLIP 606346 ALUM. TOPVIEW EXAMPLE 1: SINGLE VERTICAL MULLION MULLION LENGTH NOANCHORS IN HEAD LIN _SEE 1 APPROV III � 822 1 111 11 �1 Illl /De -HEEtg 4 Ii - NO ANCHORS II IN WINDOW BILL [_____ � --H I+- -MULmD H OPENING WIDTH • THE BUILDING SUBSTRATE 18 KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2 -1/4 °. THE OPENING REQUIRES A DESIGN PRESSURE OF +80.01.60.0 PSF. 1) INITIALLY ASSUMING THAT A1' WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72° AND THE OPENING WIDTH 18 32°+32 +1° =85°. REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2 -114' AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +80.0 /-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER 81ZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1° X 2.75° X .378° MULLION (LENGTH = 72°, OPENING WIDTH = 70°) MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/58.3 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATK)N. FROM TABLE 4A, SHEET 8, THE 1° X 2.75" X .850° MUWON (LENGTH = 72°, OPENING WIDTH = 701 HAS A DESIGN PRESSURE OF +/-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 836 LBS. 2) USE TABLE 48 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) 812 ANCHORS AND THE 2X6 ANGLE CUPS WITH (4) #12 ANCHORS HAVE A CAPACITY OF 840 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CUP I8 EASIER TO INSTALL. 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MUWONS OR FENESTRATION PRODUCTS, VAL. 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 SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MUWON. IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/ -80.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 838 LBS. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 80 PSF: (80 PSF) X ( 7 �F) = 824.9 188 (MAY BE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 40) EXAMPLE 2: MULTIPLE MULLIONS MULL WIDTH:1 I VERTICAL I MUWON _` LENGTH a OPENING HEIGHT FOR HORIZ. MUWON SEE FENESTRATION PRODUCT'S APPROVAL\ L SEE DETAILS, SHEETS 24 DETEE AILS, SHEETS 24� SEE DETAIL DETAIL E, SHEET3 1 SEE DETAILS, SHEETS _ 24 1rf I L__ U8•, LEI2. ULLHORIZ MULL LENNGTH MULL MULL LENGTH OPENING WIDTH FOR VERTICAL M THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2 -3/8°. THE OPENING REQUIRES A DESIGN PRESSURE OF +50.0/55.0 PSF. FOR THE VERTICAL MUWON: 1) INITIALLY ASSUMING THAT A1° WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS32°+72,11°A1 Or AND THE OPENING WIDTH 1838° +38° +1 °n73°.REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2 -3/8° AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.0%85.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1° X 2.76° X .375° MULLION (LENGTH = 108°, OPENING WIDTH = 80') MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-15.1 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 9A, SHEET 13. THE 2° X 4° X 260° MUWON (LENGTH =108 °, OPENING WIDTH = 80°) HAS A DESIGN PRESSURE OF M -64.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED W THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 L88. BECAUSE IT IS NOW KNOWN THAT THE MUWON WILL ADD 2" TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 38°+36°+2°=74°, NOT 73° AS PREVIOUSLY ASSUMED. VERIFY THAT THE DESIGN PRESSURE 15 STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN THE 73° DIMENSION (35- 1/2"+36. 1/2°+2°=73'). 2) USE TABLE 913 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED CONCRETE HEADER AND SILL ARE 8° WIDE. IF THE MUWON CUP WERE TO BE CENTERED WITHIN THE 8°, CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. USING THE STANDARD CUP WITH (8) 3/18° ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2 -112° ONES AN ANCHOR CAPACITY OF 1060 LBS WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. FOR THE HORIZONTAL MULLIONS: BECAUSE THE VERTICAL MULL WILL BE A 2° X 4° X . 280° MUWON, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MUWONS, ALTERNATIVELY, ANOTHER MULLION TYPE COULD BE CHOSEN. 1) THE MULLION LENGTH 38° AND THE OPENING HEIGHT IS 32 ° +72° +2° =108 °. REFERENCING SHEET 22,THE COLUMN USING TRAPEZOIDAL !TRIANGULAR LOADING MAY BE USED. FROM TABLE 9A, SHEET 13, THE 2° X 4° X 280° MULLION (© LENGTH = 42", OPENING HEIGHT. 1201 HAS A DESIGN PRESSURE OF +1-170.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPUCATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. 2) USE TABLE 9B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CUP TYPE REQUIRED FOR THE CMU SUBSTRATE. DI THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8° WIDE. IF THE MU WON CLIP WERE TO BE CENTERED WITHIN THE 6", CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X6 ANGLE CLIPS WITH (4) 3118° ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 640 LE8 WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 521 LBS. 4) FOR THE U -CLIP IN THE HORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME ANCHOR CAPACITY OF 8211.88. TABLE 9B FOR THE U -CUP SHOWS THE ANCHOR CAPACITY I81074 LBS WHEN USING 3 ANCHORS, WHICH IS GREATER, AND THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 821 LBS. THE ANCHOR TYPE I8 A #12 STEEL SCREW. FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE 15: +/ -84.7 PSF FROM THE VERTICAL MUWON; +/ -170.0 PSF FROM THE 38° HORIZONTAL MUWON ATTACHING TO CMU: +1 -170.0 PSF FROM THE 38" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MUWON (INTERSECTION). THE LOWEST DESIGN PRESSURE IS + 1-84.7 PSF AND WOULD APPLY TO ALL OF THE MULLIONS. VERIFY THE DESIGN PRESSURE OF 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 SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MUWON. el; N 1 1 PRODUCT REVISED ascomng plyinoda g wihtheFlorida Acceptance No on Vats 4/,o! ,.,rr111 `,A „+11111/ .•``c0 LYNN !Ply •.``e��� •• �:'••e.,,,p 'ice • No.68705 • 12°0.0• STATE • "/ /SS10NA1 A. LYN1411G6`.WR, P.E. FL P.E.# 68706 EXAMPLES OF RECTANGULAR LOADING: L IP III . MD" 0( h ,DOOR SHLDH LOADING OF VERTICAL MULUON SILL OF WINDOWS NOT ANCHORED { AII/ III . 4 MD" 0( h ,DOOR SHLDH LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED LOADING OF VERTICAL MUWON 81iJDH �. AFA2 % � ..i, °r ;.ip 0( h ,DOOR LOADING OF VERTICAL MUWON 81iJDH �. AFA2 % � ..i, °r 4 LOADING OF VERTICAL MUWON WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF HORIZONTAL MUWON WITH INTERSECTING VERTICAL MULLION LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTAL MULUONS I // ° LOADING OF HORIZONTAL MUWON LOADING OF (2) HORIZONTAL MULLIONS EXAMPLES OF TRAPEZOIDAL/TRIANGULAR LOADING: c> f'1 1 LOADING OF VERTICAL MUWON LOADING OF HORIZONTAL MULUON 1" or II aHR aI 1 11 LOADING OF HORIZONTAL MUWON LOADING OF HORIZONTAL MUWON LOADING OF VERTICAL MUWON 'viii /'! LOADING OF HORIZONTAL MULLION MOTES: 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT SE DETERMINED, USE RECTANGULAR LOADING. 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. 2 6 co z.7 U 2 1 E� 1 PRODUCT REVISED as complying with the Florida Building Code Acceptano No rI1 /C . Y msi• mare ra(4'71 %* ` cr4Na 681° �:.,.(� oil w SF OR P c FSSIONP,\ A. LYNN MILL'Erk, P.E. FL P.E.# 58705 WOOD SCREWS ATTACHING(2, 6 SILL ANDSPLLYWOOD PLATE TO 2x6 DIAGONAL CONTINUOUS 3/4" PT PLYWOOD THROUGH SILL ONE PIECE, NO LAPS. NO BREAKS (2) #10x3" SS WOOD SCREWS ATTACHING 2x6 SILL TO 2x6 DIAGONAL (2) #10x3" SS WOOD SCREWS ATTACHING 2x4 BRACE TO 2x4 LEDGER (2) #10x3" SS WOOD SCREWS ATTACHING 2x4 TO 2x6 DIAGONAL 2x4 PT SYP NOTCHED 2x4 LEDGERS CO 16" 0/C WITH Y "x4" TAPCONS 0 4" 0/C 2x6 PT SYP DIAGONAL BRACING 0 16" 0/C a" STUCCO FINISH TO MATCH EXISTING WITH 30LB FELT PAPER R19 BATT INSULATION NOT SHOWN FOR CLAIRTY (4) #10x3" SS WOOD SCREWS ATTACHING 2x6 DIAGONAL TO 2x4 LEDGER KNEE WALL SECTION SCALE: 2" = 1. -0" iii 1 I 417 INSPECTOR NOTE REPAIRS ARE OF A LEVEL 1 ALTERATION IN ACCORDANCE WITH 403.1 OF THE EXISTING BUILDING CODE. INSPECTOR NOTE NEW STRUCTURAL COMPONENTS WERE DESIGNED BASED ON THE FBC 2010, BUILDING CODE AND ASCE 7 -10, 175 MPH (3 SEC), EXP. C. (2) #10x3" SS ,FOOD SCREWS ATTACHING 2x4 CE TO 2x4 LEDGER EXISTING 8" C APPROVED Y02 2 3 '7 1 ` BY° tt�� U L :01 NOTCHED 2x4 LEDGERS @ 16" 0/C WITH )x4" TAPCONS 0 4" 0/C (4) #10x3" SS WOOD SCREWS ATTACG DI$OIAL TO 2x4 LEDGER BLDG DEPT Ste" tOCOMPUAiO win3Au. FEDERAL, STATE AND yi3ItES AND REGUfltj 2x6 PT SY 16" 0/C BRACING SCALE: 2" = 1'— PARTIAL FRONT FLOOR PLAN SCALE: 1/2" = 1' -0" SIMPSON HGAM10 (NOT SHOWN) AT EACH CORNER ON UNDER SIDE OF SILL WITH (4) Y "0 x 3" WOOD SCREWS TO SILL AND (4) Y "0 x 4" TAPCONS TO EXIST. CMU WALL (2) 2x6 PT SYP SILL WITH 34" PT CONTINUOUS PLYWOOD FLEDGE PLATE NAILED WITH 16d HDG COMMON NAILS 0 4" 0/C STAGGERED CLIENT INFORMATION FLORIDA HOME IMPROVEMENT 4070 SW 30TH AVE HOLLYWOOD, FL PROJECT INFORMATION KRETZSCHMAR RESIDENCE 9880 NE 8 AVE MIAMI SHORES, FL GENERAL WOOD FRA ALL WOOD TO BE PT SYP, Na.2 a) STUDS 0 16" 0/C b) DBL TOP PLATE 2. WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED 3. ALL NAILS SHALL BE HDG. 4. EXTERIOR WALL SHEATHING SHALL BE " ("), NAILED 4" 0 /C, TO ALL MEMBERS W/ 8d COMMON NAILS. FINISH TO MATCH EXISTING 5. ANY PLYWOOD SEAMS SHALL BE BLOCKED W/ 2x4 BLOCKING BETWEEN THE STUDS. V ING NOTES SHEET INFORMATION BAY WINDOW REPAIR & DETAILS Fa.E trurt KRETSCHUAR fho SCALE DATE 5/3/2012 RVD. BY GJkD. DR*'N. BY DAL REY's" I 1 SHEET S1 OF 2 The use of Itme spec:U'xoto s and &as shag be resMcted to um origin& AA Any site lion andl� IS enpressy to such use Any other repeoducdon, reuse, or dsclos re by orgy method, In thole or le pmt, is prohibited These dro 3ngs and specffeotions coal& proprietary intorroodon and GUe remoras Specially Engineerinp Consultants, I= BATH / UTILITY BEDROOM BATHROOM BEDROOM GARAGE FAMILY ROOM 1 BATH ROOMI DINING ROOM BEDROOM 2 KITCHEN LIVING ROOM DEN LOCATION OF REPAIR SEE SHEET S1 AENGINEERING Nc 1599 SjI 30th AYE WOE iWNBEACH. FL 33425 mloe - - PAW BEACH FL CA, 1009217 501 - 752 - 6140 OFFICE 551 - 752 - 5642 FAX CLIENT INFORMATION FLORIDA HOME IMPROVEMENT 4070 SW 30TH AVE HOLLYWOOD, FL PROJECT INFORMATION KRETZSCHMAR RESIDENCE 9880 NE 8 AVE MIAMI SHORES, FL SHEET INFORMATION BAY WINDOW REPAIR & DETAILS FaE NAME. sotruct KRETSCMMAR ho SCALE I/4' =1' -0• DATE 5/3/2012 RV'0. g! G.tkD. DVR. 6 DAL REVISION I1 SHEET 1 S2 OF 2 SEAL OAR( (/t001GLE. PE Ft 156214 The use of Uese spec .c05 ons and Wars shop be restreted to the orig. dent � `s erod U 1 s deens y to such use. My other method, In thOle Or in port, is prohibited. These dra*tngs ond specifications contain proprietary Womedon and ItIIe remans Specialty Engineering Ccosultonts, k1C.